26093_Dynamic Auto II_Final EMP+Appendice_20240112

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I. NORTH CAROLINA BROWNFIELDS REDEVELOPMENT SECTION
II. ENVIRONMENTAL MANAGEMENT PLAN

This form is to be used to prepare an Environmental Management Plan (EMP) for projects in
the North Carolina Brownfields Redevelopment Section at the direction of a Brownfields
project manager.

The EMP is a standard requirement of a Brownfields Agreement (BFA). Its purpose is to clarify
actions to be taken during demolition and construction at Brownfields properties in an effort
to avoid delays in the event of the discovery of new contamination sources or other
environmental conditions. The EMP provides a means to document redevelopment plans and
environmental data for each applicable environmental medium to inform regulatory-compliant
decision-making at the site. As much detail as possible should be included in the EMP,
including contingency planning for unknowns. Consult your project manager if you have
questions.

Prospective Developers and/or their consultants must complete and submit this form and all
pertinent attachments, see checklist below, to their Brownfields project manager prior to any
earthmoving or other development-related activities that have the potential to disturb soil at
the Brownfields Property, including demolition. For the EMP to be valid for use, it must be
completed, reviewed by the Section, signed by all parties working on the project, and
approved by the Brownfields project manager. Failure to comply with the requirements of the
EMP could jeopardize project eligibility, or in the event of a recorded agreement, be cause for
a reopener.

The EMP is valid only for the scope of work described herein and must be updated to be
applicable for new phases of redevelopment or after significant changes in applicable
regulatory guidance. Risk characterization of a Brownfields Property to DEQ’s written
satisfaction is required prior to EMP approval.

Voluntary Metrics Tab The NC Brownfields Redevelopment Section updates estimated capital investment (from the Brownfields Property Application) and estimated jobs created (from the Brownfields Agreement) whenever possible. As a voluntary measure, you may opt to complete the below information for capital investment and jobs created as estimated by your final redevelopment
plans for the Brownfields Property:
1. Estimated capital investment in redevelopment project: $174 million
2. Estimated jobs created:
a. Construction Jobs: 1,000
b. Full Time Post-Redevelopment Jobs: 200

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III. Table of Contents
NORTH CAROLINA BROWNFIELDS REDEVELOPMENT SECTION .................................................................. 1
ENVIRONMENTAL MANAGEMENT PLAN .................................................................................................... 1
GENERAL INFORMATION ........................................................................................................................ 4
COMMUNICATIONS ................................................................................................................................ 4
NOTIFICATIONS TO THE BROWNFIELDS REDEVELOPMENT SECTION ..................................................... 5
REDEVELOPMENT PLANS ........................................................................................................................ 6
CONTAMINATED MEDIA ......................................................................................................................... 8
PART 1. SOIL ........................................................................................................................................ 8
PART 2. GROUNDWATER .................................................................................................................. 22
PART 3. SURFACE WATER .................................................................................................................. 24
PART 4. SEDIMENT ............................................................................................................................ 25
PART 5. SOIL VAPOR ......................................................................................................................... 25
PART 6. INDOOR AIR ......................................................................................................................... 26
VAPOR INTRUSION MITIGATION SYSTEM ............................................................................................. 27
CONTINGENCY PLAN ............................................................................................................................. 28
POST-REDEVELOPMENT REPORTING..................................................................................................... 30
APPROVAL SIGNATURES ....................................................................................................................... 31

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So that the EMP provides value in protecting Brownfields eligibility and public health, the
preparer shall ensure that the following steps have been completed prior to submitting the
EMP for review. Any EMP prepared without completing all of the following is premature and may
be returned without comment.

☒ Site sampling and assessment that meets Brownfields’ objectives is complete and has
been reviewed and approved by the Brownfields project manager.
☒ Specific redevelopment plans, even if conceptual, have been developed for the project,
submitted and reviewed by the Brownfields project manager.

Please submit, along with the completed EMP form, the following attachments, as relevant
and applicable to the proposed redevelopment:

☒ A set of redevelopment plans, including architectural/engineering plans, if available; if
not, conceptual plans may suffice if updated when detailed plans are drafted. (Att. 1.0)

☒ A figure overlaying redevelopment plans on a map of the extent of contamination for
each media. (Att. 2.0, 2.1, 2.3, 2.4, 2.5, and 2.6)

☒ Site grading plans that include a cut and fill analysis. (Att. 3.0 and 3.1)

☐ A figure showing the proposed location and depth of impacted soil that would remain
onsite after construction grading.

☒ Any necessary permits for redevelopment (i.e. demolition, etc.). (Att. 4.0)

☒ A detailed construction schedule that includes timing and phases of construction. (Att.
5.0)

☒ Tabulated data summaries for each impacted media (i.e. soil, groundwater, soil gas,
etc.) applicable to the proposed redevelopment. (Att. 2.2, 6.0, 6.1, 6.2, 6.3, 6.4, and 7.0)

☒ Figures with the sampling locations and contamination extents for each impacted media
applicable to the proposed redevelopment. (Att. 2.0, 2.1, 2.3, 2.4, 2.5, and 2.6)

☐ A full final grade sampling and analysis plan, if the redevelopment plan is final.

☐ If known, information about each proposed potential borrow soil source, such as aerial
photos, historic site maps, historic Sanborn maps, a site history, necessary for
Brownfields approval.

☐ Information and, analytical data if required, for quarries, or other borrow sources,

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detailing the type of material proposed for import to the Brownfields Property.

☐ A work plan for the sampling and analysis of soil to be brought onto the Brownfields
Property. Refer to Issue Resolution 15 in Brownfields Redevelopment Section
Guidelines.

☒ A map of the Brownfields Property showing the location of soils proposed for export
and sampling data from those areas. (Att. 2.0, 2.2, and 6.0)

☒ If a Vapor Intrusion Mitigation System (VIMS) is required by the Brownfields
Redevelopment Section, the VIMS plan will be signed and sealed by a NC Professional
Engineer. The VIMS Plan may also be submitted under separate cover.

GENERAL INFORMATION

Date: 10/16/2023 Revision Date (if applicable): 12/21/2023

Brownfields Assigned Project Name: Dynamic Auto Works II (primary redevelopment) and Foundry

Brownfields Project Number: 26093-22-060 (primary redevelopment) and 17021-13-060

Brownfields Property Address: 600 Eldridge Street, Charlotte, NC 28202, a portion of Parcel 07318201,
and “Stonewall Alley” (primary redevelopment) and Foundry (619 & 623 S Cedar Street)

Brownfields Property Area (acres): The Dynamic Auto Works II property is approximately 1.5 acres
and the proposed development is anticipated to disturb approximately 0.9 acres. The Foundry
property is an adjoining parcel of approximately 3.5 acres and the Dynamic Auto Works II
development is anticipated to encroach on approximately 1.6 acres. The redevelopment will span
both properties. Combined, this EMP has been prepared for both Dynamic Auto Works II and Foundry
properties. A site map is provided in Attachment 2.0.
Is Brownfields Property Subject to RCRA Permit?.......................☐ Yes ☒ No
If yes enter Permit No.: Click or tap here to enter text.
Is Brownfields Property Subject to a Solid Waste Permit….……..☐ Yes ☒ No
If yes, enter Permit No.: Click or tap here to enter text.

COMMUNICATIONS

A copy of this EMP shall be distributed to all the parties below as well as any contractors or site workers
that may be exposed to site vapors, soil, groundwater, and/or surface water. Additionally, a copy of the
EMP shall be maintained at the Brownfields Property during redevelopment activities in an area that is prominently accessible to site workers. NOTE, THE EMP DOES NOT TAKE THE PLACE OF A SITE-SPECIFIC
HEALTH AND SAFETY PLAN.
Prospective Developer (PD): AP Foundry, LP

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Contact Person: Welch Liles
Phone Numbers: Office: 704-423-1660 Mobile: Click or tap here to enter text.
Email: [e-mail]

Contractor for PD: Mill Creek Residential
Contact Person: Justin Houston
Phone Numbers: Office: 704-565-0835 Mobile: Click or tap here to enter text.
Email: [e-mail]

Environmental Consultant: ONE Environmental Group of Carolina, PLLC
Contact Person: Jenny Tang
Phone Numbers: Office: 301-787-2690 Mobile: Click or tap here to enter text.
Email: [e-mail]
Brownfields Redevelopment Section Project Manager: Carolyn Minnich
Phone Numbers: Office: 704-661-0330 Mobile: Click or tap here to enter text.
Email: [e-mail]

Other DEQ Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch,
Hazardous Waste, Solid Waste):
Click or tap here to enter text.

NOTIFICATIONS TO THE BROWNFIELDS REDEVELOPMENT SECTION

Written advance Notification Times to Brownfields project manager: Check each box to accept minimum advance notice periods (in calendar days) for each type of onsite task:

On-site assessment or remedial activities:……………………………………….…… 10 days Prior ☒

Construction or grading start:……………………………………….………………………. 10 days Prior ☒

Discovery of stained soil, odors, USTs, buried drums or waste, landfill, or other signs of previously
unknown contamination: ……………………………….……………………………………. Within 48 hours ☒

Implementation of emergency actions (e.g. dewatering, flood or soil erosion control measures in
area of contamination, ventilation of work zones):…………….……….……… Within 48 hours ☒

Installation of mitigation systems:………………………….………………….……….. 10 days Prior ☒

Other notifications as required by local, state or federal agencies to implement redevelopment
activities: (as applicable): ……………………….…………………………………………..… Within 30 days ☒

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REDEVELOPMENT PLANS

1) Type of Redevelopment (check all that apply):
☒Residential ☐Townhomes (Prior written DEQ approval REQUIRED regardless of ownership
structure) ☐Recreational ☐Institutional ☒Commercial ☐Office ☒Retail ☐Industrial
☐Other specify:
Proposed redevelopment plans include razing a portion of the existing site buildings and
constructing a new multi-tenant commercial retail building with an associated parking deck and
high-density residences above. The redevelopment plans are provided as Attachment 1.0. The
structures located at 623 S Cedar Street and 600 Eldridge Street will be demolished. The
structures located at 601 and 619 S Cedar Street will continue to be used in their present state.

The redevelopment will include a ground-level 2-story commercial retail space, located plan
west, with 3 stories of residential apartments above. Adjoining this structure due plan south will
be a ground-level 2-story space to include a leasing office, clubhouse, residential lobby, storage,
mechanical/utility rooms, commercial retail space, and retail lobby. Residential apartments and
portions of the parking deck will be located on levels 3-5 above the retail space and residential
amenity areas. A 5-story parking deck will be a part of this structure located along the plan south
of the redevelopment. Two (2) additional multi-family residential buildings will begin on level 6,
constructed above the parking deck & retail/amenity space (levels 1-2), and residential space
(levels 3-5).

2) Check the following activities that will be conducted prior to commencing earth-moving activities
at the site:
☒ Review of historic maps (Sanborn Maps, facility maps)
☒ Conducting geophysical surveys to evaluate the location of suspect UST, fuel lines, utility
lines, etc.
☒ Interviews with employees/former employees/facility managers/neighbors

3) Summary of Redevelopment Plans (MANDATORY: attach detailed plans or conceptual plans, if detailed plans are not available. EMP review without such information would be premature):
Provide brief summary of redevelopment plans, including demolition, removal of building
slabs/pavement, grading plans and planned construction of new structures:
A copy of the most recent redevelopment plans is included in Attachment 1.0. Copies of the cut-
fill analysis and grading plan are included in Attachments 3.0 and 3.1. Redevelopment plans
include razing a portion of the existing site buildings and constructing a new multi-tenant
commercial retail building with an associated parking deck and high-density residences above.
The structures located at 623 S Cedar Street and 600 Eldridge Street will be demolished. The
structures located at 601 and 619 S Cedar Street will continue to be used in their present state.
Redevelopment activities also include the construction of access drives and landscaped areas.

The building located along plan west of the redevelopment consists of a ground-level 2-story

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commercial retail space. Soil from zones EX-0 through EX-2 will be excavated to construct the
foundations of this structure. Multi-family residential will start on level 3 and extend up to level
5. All ground contact space is two stories in height. A cumulative total of 20,000 sq ft of
occupiable space is located on the ground floor. The space will consist of open retail space and
service corridors.

An open-air, mechanically vented parking deck is located along the plan south of the
redevelopment. Adjoining the parking deck will be a cumulative 18,800 sq ft of occupiable space
on the ground floor located along the plan north of the parking deck. Soil from zones EX-3
through EX-13 will be excavated to construct the foundations of this structure. The occupiable
space will consist of a leasing office, clubhouse, residential lobby, storage, mechanical/utility
rooms, commercial retail space, and retail lobby. All ground contact space is two stories in
height. Residential units and portions of the parking deck will be located on levels 3-5 above the
retail space and residential amenity areas. Two (2) additional buildings will begin on level 6,
constructed above the parking deck & retail/amenity space (levels 1-2), and residential space
(levels 3-5). The space will consist of multi-family residential.

4) Do plans include demolition of structure(s)?:
☒ Yes ☐ No ☐ Unknown
☒ If yes, please check here to confirm that demolition will be conducted in accordance with
applicable legal requirements, including without limitation those related to lead and asbestos
abatement that are administered by the Health Hazards Control Unit within the Division of Public
Health of the North Carolina Department of Health and Human Services. If available, please
provide a copy of your demolition permit.

5) Are sediment and erosion control measures required by federal, state, or local regulations?
S&EC requirements can be found at: https://deq.nc.gov/about/divisions/energy-mineral-and-land-
resources/erosion-and-sediment-control/erosion-and-sediment-control-laws-and-rules
☒ Yes ☐ No ☐ Unknown
☒ If yes, please check here to confirm that earth-work will be conducted in accordance with
applicable legal requirements. If soil disturbance is necessary to install sediment and erosion
control measures, they may not begin until this EMP is approved.
6) Which category of risk-based screening level is used or is anticipated to be specified in the
Brownfields Agreement? Note: If children frequent the property, residential screening levels shall
be cited in the Brownfields Agreement for comparison purposes.
☒ Residential ☐ Non-Residential or Industrial/Commercial

7) Schedule for Redevelopment (attach construction schedule):
a) Construction start date: 1/1/2024

b) Anticipated duration (specify activities during each phase):

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Site work and demolition of the existing site buildings are projected to begin in January 2024.
The redevelopment is expected to be completed and structures occupied in November 2026.
A copy of the preliminary construction schedule is provided in Attachment 5.0.

c) Additional phases planned? ☐ Yes ☒ No

If yes, specify the start date and/or activities if known:
Start Date: Click or tap to enter a date.
Planned Activity:
Click or tap here to enter text.

Start Date: Click or tap to enter a date.
Planned Activity:
Click or tap here to enter text.

Start Date: Click or tap to enter a date.
Planned Activity:
Click or tap here to enter text.

d) Provide the planned date of occupancy for new buildings: 11/1/2026

CONTAMINATED MEDIA
Please fill out the sections below, using detailed site plans, if available, or estimate using known areas
of contaminated soil and a conceptual redevelopment plan. Provide a figure overlaying new
construction onto figure showing contaminated soil and groundwater locations.

1) Contaminated Media on the Brownfields Property
Part 1. Soil: ☒ Yes ☐ No ☐ Suspected ☐ Unknown
Part 2. Groundwater: .................................... ☒ Yes ☐ No ☐ Suspected ☐ Unknown
Part 3. Surface Water: ☐ Yes ☒ No ☐ Suspected ☐ Unknown ☐ N/A
Part 4. Sediment: .......................................... ☐ Yes ☒ No ☐ Suspected ☐ Unknown ☐ N/A
Part 5. Soil Vapor: ......................................... ☒ Yes ☐ No ☐ Suspected ☐ Unknown
Part 6. Sub-Slab Soil Vapor: .......................... ☒ Yes ☐ No ☐ Suspected ☐ Unknown
Part 7. Indoor Air: ......................................... ☐ Yes ☐ No ☐ Suspected ☒ Unknown

2) For the Area of Proposed Redevelopment on the Brownfields Property, attach tabulated data
summaries for each impacted media and figure(s) with sample locations.

PART 1. SOIL
1) Known or suspected contaminants in soil (list general groups of contaminants):
ONE conducted soil assessment activities in April 2023 to characterize site soils and to

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determine proper soil disposal procedures before grading activities begin. ONE divided the site
into fourteen (14) in situ soil characterization sections (EX-0 through EX-13) based on the
proposed excavation depths and anticipated bedrock. In each soil characterization section, a set
of three (3) (A through C) or five (5) (A through E) soil borings were advanced to pre-determined
excavation depths or until drill rig refusal. Additionally, two (2) soil borings (SB-1 and SB-2) were
advanced to a depth of approximately 2 ft bgs in the interior and exterior of the former Dynamic
Auto Works building to evaluate for shallow impacts by the former auto repair facility. In total,
53 soil samples were submitted for laboratory analysis. In situ soil characterization sections EX-
0, EX-1, EX-2, EX-3, EX-9, and EX-10 were located on the Foundry property. All other in situ soil
characterization sections were located on the Dynamic Auto Works II property. A Sample
Location Map is included in Attachment 2.0. It should be noted that excavation zone EX-0 is
depicted on the sample location map; however, no soil samples were collected based on the
available soil analytical data from 2013 as further discussed below.

Soil analytical results were compared to the North Carolina Department of Environmental
Quality (NCDEQ) Preliminary Soil Remediation Goals (PSRGs) and Protection of Groundwater
(POG) standards dated January 2023. Additionally, metal concentrations were compared to The
Rule of 20 Values derived from the United States Environmental Protection Agency (USEPA)
Toxicity Characteristic Leaching Procedure (TCLP) Maximum Concentration of Contaminants for
Toxicity Characteristic, dated November 2004, metals concentrations of Tarmac Virginia
Brownfields Property (Tarmac Virginia) (Brownfields Project No. 26067-22-060), and background
ranges established for Old 27 Land Clearing and Inert Debris (LCID) and Griffin Farms LCID
landfills to assist in off-site disposal. A tabular summary of the soil sample analytical data is
included in Attachment 6.0. Soil sample locations and characterization sections are included in
Attachment 2.0. A summary of the soil assessment results is provided below:

Volatile Organic Compounds (VOCs)
Laboratory analytical results reported low detections of VOCs across the site and at estimated
laboratory values denoted by a “J”. All detections were below Residential and POG PSRGs. It
should be noted that acetone was detected in all samples; however, is a common laboratory
contaminant and not a constituent of concern at the site.

Semi-Volatile Organic Compounds (SVOCs)
Laboratory analytical results reported low detections of SVOCs across the site,
predominantly in the shallow 0-2’ intervals and at estimated laboratory values denoted by a “J”.
Benzo(a)pyrene was detected in zones EX-8, EX-9, EX-10, and EX-11 at concentrations up to
0.612 milligrams per kilogram (mg/kg) which exceeds the Residential PSRG of 0.11 mg/kg and the
Protection of Groundwater (POG) PSRG of 0.12 mg/kg. Detections of 1-methylnaphthalene and
naphthalene were also reported above the POG PSRG in zone EX-8 with concentrations of 0.419
mg/kg and 0.489 mg/kg, respectively. Benzo(a)anthracene was detected in zone EX-10 at 0.578
mg/kg which is above the POG PSRG of 0.35 mg/kg. No other volatile compounds were detected
above a screening criterion.

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Environmental Assessments & Consulting, Inc. (EAC) conducted soil assessment activities in April
2013. Soil sample GP-2 was collected within the footprint of the newly proposed development
and is denoted by a pink-colored circle in zone EX-0 of Attachment 2.0. A historical sample
location map is included in Attachment 2.1 for reference. Petroleum compounds were detected
in the soil sample at estimated laboratory values denoted by a “J”. A tabular summary of
historical soil sample analytical data is included in Attachment 6.1. Benzo(a)anthracene was
detected at concentrations up to 3.2 mg/kg, which exceeds the POG PSRG and Residential PSRG
of 0.35 mg/kg and 1.1 mg/kg, respectively. Benzo(b)fluoranthene was detected at
concentrations up to 5.1 mg/kg, which exceeds the POG PSRG and Residential PSRG of 1.2 mg/kg
and 1.1 mg/kg, respectively. Indeno(123-cd)pyrene was detected at concentrations up to 3.6
mg/kg, which exceeds the Residential PSRG of 1.1 mg/kg. No other volatile compounds were
detected above a screening criterion.

Metals
RCRA metals arsenic, chromium, hexavalent chromium, mercury, and selenium were detected at
concentrations ranging above the POG, Residential, and/or Industrial/Commercial PSRGs.
- Arsenic was detected in all samples collected at the site. 36 samples reported
concentrations above the Residential PSRG of 0.68 mg/kg. Seven (7) samples reported
concentrations above the Industrial/Commercial PSRG of 3.0 mg/kg. One (1) sample
reported a concentration above the POG PSRG of 5.8 mg/kg. Concentrations ranged
between 0.326 mg/kg to 21.7 mg/kg which is consistent with published background
concentrations of the area and did not warrant additional TCLP analysis.
- Mercury was detected sporadically across the site in 28 samples. Two (2) samples
reported concentrations above the Residential PSRG of 2.3 mg/kg and POG PSRG of 1.0
mg/kg in zones EX-5 and EX-11. Most mercury detections at the site ranged between
0.0286 mg/kg to 0.145 mg/kg which is consistent with the published background
concentrations of the area. Eight (8) samples reported concentrations that were above
background concentrations ranging from 0.207 mg/kg to 2.79 mg/kg. The mercury
concentrations did not warrant additional TCLP analysis.
- Selenium was detected in all samples collected at the site. Two (2) samples from zones
EX-2 and EX-4 reported concentrations above the POG PSRG of 2.1 mg/kg. Most
selenium detections at the site ranged between 0.259 mg/kg to 1.61 mg/kg which is
consistent with the published background concentrations of the area. One (1) sample
reported a concentration that was above background concentrations at 5.4 mg/kg.
Additional TCLP analysis was not warranted.
- Hexavalent chromium was detected sporadically across the site in 21 samples. One (1)
sample in zone EX-2 reported a concentration above the POG PSRG of 3.8 mg/kg.
Hexavalent chromium concentrations detected at the site ranged between 0.211 mg/kg
to 3.95 mg/kg.
- Total chromium was detected in all samples collected at the site. Most total chromium
detections at the site ranged between 4.54 mg/kg to 78.6 mg/kg which is consistent with

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published background concentrations of the area. Three (3) samples reported
concentrations that were above background concentrations in Zone EX-6 and SB-2.
These samples were resubmitted for TCLP analysis and returned with total chromium
concentrations below the TCLP regulatory screening value of 5.0 mg/L.
- Trivalent chromium was calculated to be detected in all samples collected at the site by
subtracting hexavalent chromium from total chromium. Most trivalent chromium
detections at the site ranged between 4.54 mg/kg to 77.5 mg/kg which is consistent with
published background concentrations of the area. Three (3) samples reported
concentrations that were above background concentrations in Zone EX-6 and SB-2.
These samples were resubmitted for TCLP analysis and returned with total chromium
concentrations below the TCLP regulatory screening value of 5.0 mg/L.
- Lead was detected in all samples collected at the site. No concentration exceeded the
PSRGs. Most lead concentrations detected at the site ranged between 2.85 mg/kg to
38.1 mg/kg which is consistent with published background concentrations. Four (4)
samples reported concentrations that were above background concentrations but below
the Rule of 20 Value ranging from 65.5 mg/kg to 99.9 mg/kg. Six (6) samples reported
concentrations that were above background concentrations and the Rule of 20 Value of
100 mg/kg in zones EX-5, EX-8, EX-9, EX-10, and EX-11. These samples were resubmitted
for TCLP analysis and returned with lead concentrations below the TCLP regulatory
screening value of 5.0 mg/L. Through inadvertence, TCLP analysis was not performed for
one (1) sample, EX-9 (0-2’). Considering that the total lead concentration for EX-9 (0-2’)
was 106 mg/kg and only slightly above the Rule of 20 Value of 100 mg/kg, the sample
result was discussed with the laboratory, Brownfields, and Republic. The highest lead
concentration detected at the site was 197 mg/kg with a TCLP analysis result of 0.041
mg/L. Based on the results of the remaining TCLP analyses demonstrating
concentrations significantly below the TCLP regulatory screening level, this sample does
not exhibit a risk of significant hazardous toxicity.
2) Depth of known or suspected contaminants (feet):
The soil assessment activities conducted by EAC in April 2013 detected petroleum compounds in
soil sample GP-2 at depths up to 6 ft bgs. Benzo(a)anthracene and benzo(b)fluoranthene were
detected above the Residential PSRG and POG PSRG. Indeno(123-cd)pyrene was detected above
the Residential PSRG.

During soil assessment activities conducted by ONE in April 2023, benzo(a)pyrene was detected
above the Residential and POG PSRG in four (4) in situ soil characterization sections, EX-8
through EX-11, at depths up to 10 ft bgs.

Benzo(a)anthracene was detected above the POG PSRG in situ soil characterization section EX-10
at 2 to 5 ft bgs.

1-methylnaphthalene and naphthalene were detected above the POG PSRG in situ soil

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characterization section EX-8 at 0 to 2 ft bgs.

RCRA metals were detected above Residential, Industrial/Commercial, and POG PSRGs and
across the site, predominantly in the shallow 0-2’ and 2-5’ intervals. Arsenic, hexavalent
chromium, and selenium were detected above PSRGs at depths up to 20 ft bgs.
3) Area of soil disturbed by redevelopment (square feet):
Approximately 152,000 square feet of soil will be disturbed for clearing and leveling. A copy of
the cut-fill analysis and grading plan are included in Attachment 3.0 and 3.1.

4) Depths of soil to be excavated (feet):
Cut depths range from less than 1 ft bgs to approximately 20 ft bgs. Bedrock is anticipated to be
encountered at depths beyond 20 ft bgs.

5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan):
Based on the grading plans and cut and fill analysis, approximately 51,700 cubic yards of soil will
be excavated from the site during the proposed grading and redevelopment activities
(Attachments 3.0 and 3.1).

6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants:
Based on the results of in situ soil characterization assessment activities, approximately 11,050
cubic yards of soil contain compounds reported at concentrations above PSRGs or background
metals concentrations of Old 27 and Griffin Farms.

7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable:
Soil expected to be disposed of offsite will be transported to the following preapproved sites. If
an alternative receiving site is required, prior DEQ written approval will be obtained.
- Griffin Farms LCID landfill (Griffin Farms) located at 4242 Morgan Mill Road in Unionville,
North Carolina,
- Old 27 LCID landfill (Old 27) located at 120 Tate Street in Mount Holly, North Carolina,
- Tarmac Virginia Brownfields Property (Tarmac Virginia) (Brownfields Project No. 26067-
22-060) located at 3934 Raleigh Street in Charlotte, North Carolina,
- Republic Services RCRA Subtitle D Landfill (Republic) located at 5105 A Morehead Road in
Concord, North Carolina.

Approximately 31,900 cubic yards of soil with compounds within acceptable metals background
ranges will be transported to Griffin Farms, Old 27, Tarmac Virginia, or Republic. Approximately
8,750 cubic yards of soil contain compounds reported at concentrations above the acceptable
metals background range of Griffin Farms. This volume of soil will be transported to Old 27,
Tarmac Virginia, or Republic. Approximately 9,850 cubic yards of soil contain compounds
reported at concentrations above the acceptable metals background range of Griffin Farms and
Old 27. This volume of soil will be transported to Tarmac Virginia or Republic. Approximately
1,200 cubic yards of soil contain SVOC compounds reported at concentrations above the

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Residential PSRG and/or POG PSRG. This volume of soil will be transported to Republic.

PART 1.A. MANAGING ONSITE SOIL
If soil is anticipated to be excavated from the Brownfield Property, relocated on the Brownfields
Property, or otherwise disturbed during site grading or other redevelopment activities, please
provide a grading plan that clearly illustrates areas of cut and fill (approximate areas & volumes are
acceptable, if only preliminary data available).

1) HAZARDOUS WASTE DETERMINATION:
a) Does the soil contain a LISTED WASTE as defined in the North Carolina Hazardous
Waste Section under 40 CFR Part 261.31-261.35?....................................... ☐Yes ☒No
☐ If yes, explain why below, including the level of knowledge regarding processes
generating the waste (include pertinent analytical results as needed).
Click or tap here to enter text.

☐ If yes, do the soils exceed the “Contained-Out” levels in Attachment 1 of the
North Carolina Contained-In Policy?................................................. ☐ Yes ☐ No

b) NOTE: IF SOIL MEETS THE DEFINITION OF A LISTED HAZARDOUS WASTE AND EXCEEDS
THE CONTAINED-OUT LEVELS IN ATTACHMENT 1 TO THE NORTH CAROLINA
CONTAINED-IN POLICY, THE SOIL MAY NOT BE RE-USED ONSITE AND MUST BE
DISPOSED OF IN ACCORDANCE WITH DEQ HAZARDOUS WASTE SECTION RULES AND
REGULATIONS.
c) Does the soil contain a CHARACTERISTIC WASTE?.................................... ☐ Yes ☒ No
☐ If yes, mark reason(s) why below (and include pertinent analytical results).
☐ Ignitability Click or tap here to enter text.
☐ Corrosivity Click or tap here to enter text.
☐ Reactivity Click or tap here to enter text.
☐ Toxicity Click or tap here to enter text.
☐ TCLP results Click or tap here to enter text.
☐ Rule of 20 results (20 times total analytical results for an individual
hazardous constituent on TCLP list cannot, by test method, exceed regulatory
TCLP standard)
Click or tap here to enter text.

☒ If no, explain rationale:
Lead was detected in select samples at concentrations greater than the Rule of
20 value of 100 mg/kg. These samples were resubmitted for TCLP analysis and

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returned with lead concentrations below the TCLP regulatory screening value of
5.0 mg/L. Based on the results of soil assessment activities and TCLP analysis, no
compounds have been identified at characteristically hazardous levels.
d) NOTE: IF SOIL MEETS THE DEFINITION OF A CHARACTERISTIC HAZARDOUS WASTE, THE
SOIL MAY NOT BE RE-USED ONSITE AND MUST BE DISPOSED OF IN ACCORDANCE WITH
DEQ HAZARDOUS WASTE SECTION RULES AND REGULATIONS.
2) Screening criteria by which soil disposition decisions will be made (e.g., left in place, capped in
place with low permeability barrier, removed to onsite location and capped, removed offsite):
☒ Preliminary Health-Based Residential SRGs
☒ Preliminary Health-Based Industrial/Commercial SRGs
☒ Division of Waste Management Risk Calculator (For Brownfields Properties Only)
☐ Site-specific risk-based cleanup level. Please provide details of methods used for
determination/explanation.
Click or tap here to enter text.
Additional comments:
Click or tap here to enter text.

3) If known impacted soil is proposed to be reused within the Brownfields Property boundary,
please check the measures that will be utilized to ensure safe placement and documentation of
same. Please attach a proposed location diagram/site map.
☒ Provide documentation of analytical report(s) to Brownfields project manager.
☒ Provide documentation of final location, thickness and depth of relocated soil onsite map to
Brownfields project manager once known.
☐ Geotextile to mark depth of fill material.
Provide description of material:
Click or tap here to enter text.
☒ Manage soil under impervious cap ☒ or clean fill ☒
☒Describe cap or fill:
Documented impacted soils will be covered with an impervious surface (asphalt pavement,
sidewalks, buildings, etc.) or covered with a minimum of 2 ft of demonstrably clean fill
material.
☒ Confer with NC BF project manager if Brownfield Plat must be revised (or re-recorded if
actions are Post-Recordation).
☒ GPS the location and provide site map with final location.
☐ Other. Please provide a description of the measure:

Click or tap here to enter text.

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4) Please describe the following action(s) to be taken during and following excavation and
management of site soils:
☒ Check to confirm that management of fugitive dust from site activities will be handled in
accordance with applicable local, state, and federal requirements.
Field screening of site soil
At a minimum, contractors shall be made aware of protocols should impacted soils (e.g. staining,
unusual odors, fill materials) be identified.

Describe the field screening method, frequency of field screening, person conducting field
screening:
During all soil disturbance at the site (excavation and trenching), workers and contractors
will observe soil for evidence of potential impacts. Evidence of potentially impacted soil
includes a distinct unnatural color, strong odor, or filled or previously disposed materials of
potential environmental concern (i.e., chemicals, tanks, drums, etc.). Should the above be
observed during site work, the contractor shall stop all work and contact ONE to assess the
suspect condition. If ONE confirms that the material may be impacted, then the
procedures below will be implemented. In addition, the DEQ Brownfields project manager
will be contacted within 48 hours to advise of the condition.
Soil sample collection
☐ Yes

☒ Not anticipated - In order to avoid delays in construction, a plan shall be in place for sampling
of suspect soils should they be encountered during redevelopment. If soil sample collection is
not anticipated but the need to do so is identified during redevelopment, notify the Brownfields
project manager of the anticipated sample and report dates for scheduling purposes.

Describe the sampling method (e.g., in-situ grab, composite, stockpile, etc.) and confirm that all
procedures outlined in applicable DEQ guidance for assessment shall be followed Typically, at
least one representative sample (per 500 yd3 for residential and 1,000 yd3 for commercial)
consisting of a 3 to 5-point composite sample with grab sample for VOCs based on the highest PID
reading is required to determine soil management options:

The collection of additional soil samples is not anticipated based on the completed soil
characterization activities to date. If impacted soil is encountered during grading and/or
installation or removal of utilities, excavation will proceed only as far as needed to allow
grading or other construction-related activity to continue and/or only as far as needed to
allow alternate corrective measures as described below.

Suspect-impacted soil excavated during redevelopment activities that have not been
previously characterized may be stockpiled and covered in a secure area to allow
construction to progress. Suspect impacted soil will be underlain and covered with a
minimum of 10-mil plastic sheeting, following the NCBP Diagram for Temporary

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Containment of Impacted or Potentially Impacted Soil. At least one representative soil
sample (no less than three aliquot soil samples) at a sample ratio of one soil sample per
approximately 1,000 cubic yards of soil will be collected for analyses selected below (i.e.,
total VOCs, SVOCs, RCRA metals, and hexavalent chromium). The VOC sample will be a
grab sample from the aliquot exhibiting the highest PID field screen reading. If the soil
sample laboratory analytical results indicate that the soil could potentially exceed the
hazardous characteristic criteria based on the Rule of 20, then the soil will also be
analyzed by TCLP methods for the compounds that could exceed the hazardous
characteristic criteria.

Soil will be managed in accordance with the table below. If impacted soil with
concentrations above Residential or POG PSRGs is moved to an on-site location, the
location and depth will be documented and provided to DEQ.

Check applicable chemical analytes for soil samples:
☒ Minimum Sample Requirements: Volatile organic compounds (VOCs) by EPA Method
8260; Semi-volatile organic compounds (SVOCs) by EPA Method 8270; and Metals RCRA
List + Hexavalent Chromium by EPA Method 6020/7199
☐ Pesticides: Specify Analytical Method Number(s): Click or tap here to enter text.
☐ PCBs: Specify Analytical Method Number(s): Click or tap here to enter text.
☐ Other Constituents & Respective Analytical Method(s) (e.g. Herbicides): Click or tap here to enter text.

☒ Check to confirm that by the owner’s signature and the North Carolina Professional
Engineer/Geologist sealing this EMP the consultant understands that no work plan for suspect
soil sample collection will be submitted beyond this EMP, and that it is the responsibility of the
sealing professional and property owner to ensure that all applicable guidelines and
methodologies are followed and reported to DEQ for determination and approval of soil
placement prior to final relocation.

If impacted soils above applicable PSRGs and/or site specific risk thresholds are proposed to be
relocated on-site, prior to final placement on-site, the following shall be submitted for DEQ
review/approval
- Analytical data that has been sampled in accordance with the above referenced frequency and
following procedures outlined in the most recent Brownfields Redevelopment Section
Environmental Site Assessment Work Plan Minimum Requirements Checklist (Checklist) and in
accordance with DEQ IHSB Guidelines for Assessment and Cleanup of Contaminated Sites
(Guidelines)
- Figure outlining planned soil placement and any future site features including
buildings/hardscape/open areas
- A North Carolina PE/PG recommendation of placement

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Impacts
Options
Onsite Placement without
conditions
Onsite placement under 2 ft
of cap or clean fill1, 2
All Constituents below applicable
PSRGs X
Constituents3 below applicable
PSRGs; Metals below background
but above PSRGs X
Constituents3 below applicable
PSRGs; Metals above Background
/PSRGs X
Constituents above Applicable
PSRGs X

1: Requires Prior Written DEQ Approval
2: VOC impacted soils above applicable PSRGs shall not be placed directly beneath building footprints
without prior written DEQ approval.
3: Constituents indicate any samples evaluated for other than metals.

☒ Check to confirm that stockpiling of known or suspected impacted soils will be conducted in
accordance with Figure 1 of this EMP. Stockpile methodology should provide erosion control,
prohibiting contact between surface water/precipitation and contaminated soil, and preventing
contaminated runoff. Explain any variances or provide additional details as needed:

☒ Final grade sampling of exposed native soil (i.e., soil that will not be under buildings or
permanent hardscape). Select chemical analyses for final grade samples with check boxes below
(Check all that apply):
☒ Minimum Sample Requirements: Volatile organic compounds (VOCs) by EPA Method
8260; Semi-volatile organic compounds (SVOCs) by EPA Method 8270; and Metals RCRA
List + Hexavalent Chromium by EPA Method 6020/7199

☐ Pesticides: Specify Analytical Method Number(s): Click or tap here to enter text.
☐ PCBs: Specify Analytical Method Number(s): Click or tap here to enter text.
☐ Other Constituents & Respective Analytical Method(s) (e.g. Herbicides): Click or tap here to enter text.

Please provide a scope of work for final grade sampling, including a diagram of soil
sampling locations, number of samples to be collected, and brief sampling methodology.
Samples should be collected from 0-2 ft below ground surface, with the exception of VOCs
which should be taken from 1-2 ft below ground surface. Alternatively, indicate if a work
Click or tap here to enter text.

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plan for final grade sampling may be submitted under separate cover.
Following completion of soil disturbance for future site development (i.e., after grading
and utility construction), ONE will evaluate the site for disturbed areas that will not be
covered upon completion of the redevelopment with a minimum of 2 ft of demonstrably
clean fill material, landscaping materials, building foundations, sidewalks, asphalt or
concrete parking areas, driveways, or other impervious areas (e.g., tightly spaced pavers or
bricks). If uncovered disturbed areas with suspected impact exist, a Work Plan will be
prepared for final grade sampling for DEQ Brownfields review and approval.

☐ If final grade sampling was NOT selected, please explain rationale:
Click or tap here to enter text.

PART 1.B. IMPORTED FILL SOIL

NO SOIL MAY BE BROUGHT ONTO THE BROWNFIELDS PROPERTY WITHOUT PRIOR APPROVAL FROM
THE BROWNFIELDS REDEVELOPMENT SECTION. According to the Brownfields IR 15, “Documenting
imported soil (by sampling, analysis, and reporting in accordance with review and written approval
in advance by the Brownfields Redevelopment Section), will safeguard the liability protections
provided by the brownfields agreement and is in the best interest of the prospective
developer/property owner.”

Requirements for importing fill:
☒ Check to confirm that the import volumes outlined below have been confirmed based on
geotechnical evaluations.

1) Will fill soil be imported to the site?................................................ ☐ Yes ☐ No ☒ Unknown

2) If yes, what is the estimated volume of fill soil to be imported?

3) If yes, what is the anticipated depth that fill soil will be placed at the property? (If a range
of depths, list the range.)
Click or tap here to enter text.

PRIOR TO SOIL PLACEMENT AT THE BROWNFIELDS PROPERTY, a Soil Import Request must be
submitted for DEQ Brownfields review and approval. The request shall consist of a data
package that details:

- Fill source location/history (Phase I if available, current aerials, etc.)
- Analytical data that has been sampled in accordance with the below frequency and
following procedures outlined in the most recent Brownfields Redevelopment Section
Environmental Site Assessment Work Plan Minimum Requirements Checklist (Checklist)
and in accordance with DEQ IHSB Guidelines for Assessment and Cleanup of
Contaminated Sites (Guidelines)
- A table comparing the import soil to existing site concentrations

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- A PE/PG recommendation of import
- All relevant attachments listed in the Checklist

Soil Import Sampling Requirements:
Source Sample Frequency Sample Analysis
Virgin Material from DEQ
Brownfields Pre-
approved Quarry
None (Contact Brownfields project manager for list of pre-
approved Quarries
DEQ Permitted Quarry
(Not Brownfields Pre-
approved)
At least one
representative sample
from area of planned
import
VOCs, SVOCs, RCRA
Metals, any site specific
COCs (e.g. pesticides,
PCBs, etc.)
Other NC DEQ
Brownfields Property
At least one
representative sample
per 1,000 yd3 consisting
of a 3-point composite
sample with grab sample
for VOCs based on the
highest PID reading
VOCs, SVOCs, RCRA
Metals, any site specific
COCs (e.g. pesticides,
PCBs, etc.)
Off-site
unpermitted/regulated
property
Bulk Landscape Material
from Commercial Vendor
(i.e. topsoil)
No Sampling Required

If other special considerations apply, discuss:
Click or tap here to enter text.

☒ Check to confirm that by the owner’s signature and the North Carolina Professional
Engineer/Geologist sealing this EMP the consultant understands that no work plan for suspect soil
sample collection will be submitted beyond this EMP, and that it is the responsibility of the sealing
professional and property owner to ensure that all applicable guidelines are followed and reported in
the Soil Import Request for DEQ approval. Failure to meet these requirements could result in
resampling and/or failure to approve import.

PART 1.C. SOIL EXPORT

NO SOIL MAY LEAVE THE BROWNFIELDS PROPERTY WITHOUT APPROVAL FROM THE
BROWNFIELDS REDEVELOPMENT SECTION. Failure to obtain approval may violate a brownfields
agreement causing a reopener or jeopardizing eligibility in the Section, endangering liability
protections and making said action possibly subject to enforcement. Justifications provided
below must be approved by the Section in writing prior to completing transport activities. Refer
to Brownfields IR 15 for additional details.

1) If export from the Brownfields Property is anticipated, export soil must be sampled at a
frequency of one sample per 1,000 yd3 consisting of a 3-point composite sample with a
grab sample for VOCs based on the highest PID reading. Samples shall be analyzed at a
minimum for VOCs, SVOCs, and RCRA metals plus any site specific COCs.

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PRIOR TO EXPORT FROM THE BROWNFIELDS PROPERTY, a Soil Export Request must be
submitted for DEQ Brownfields review and approval. The request shall consist of a Data
Package that details:

- Proposed Receiving Facility
- Analytical data that has been sampled in accordance with the above referenced
frequency and following procedures outlined in the most recent Brownfields
Redevelopment Section Environmental Site Assessment Work Plan Minimum
Requirements Checklist (Checklist) and in accordance with DEQ IHSB Guidelines for
Assessment and Cleanup of Contaminated Sites (Guidelines)
- A table comparing the export soil to concentrations on the receiving site concentrations
including risk comparison (Note that calculated risk cannot be increased on the receiving
site)
- A North Carolina PE/PG recommendation of export
- Written approval from the receiving site property owner representative for export
- All relevant attachments listed in the Checklist

Soil Export Options
Impacts
Options
Use as
Beneficial Fill
Off-site disposal at
other Brownfields
Property2,6,7
Off-site disposal
at LCID/CD
Landfill1, 3
Off-site disposal at Subtitle
D MSW/Permitted
Landfarm4
All Constituents below
applicable PSRGs X X X X
Constituents5 below
applicable PSRGs; Metals
below background but
above PSRGs
X X X
Constituents5 below
applicable PSRGs; Metals
above Background /PSRGs
X X X
Constituents above
Applicable PSRGs X X
1: Requires Prior Written DEQ Approval
2: VOC impacted soils above applicable PSRGs shall not be placed directly beneath building footprints
without prior written DEQ approval.
3: Requires comparison to site specific metals concentrations.
4: Facility to determine if they can accept soil within their permit.
5: Constituents indicate any samples evaluated for other than metals.
6: Requires written approval from receiving site property owner representative.
7. Site COCs must be in comparable concentrations to receiving site and not significantly raise risk of
the receiving site.

☒ Check to confirm that by the owner’s signature and the North Carolina Professional
Engineer/Geologist sealing this EMP the consultant understands that no work plan for suspect soil
sample collection will be submitted beyond this EMP, and that it is the responsibility of the sealing
professional and property owner to ensure that all applicable guidelines are followed and reported in

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the Soil Export Request for DEQ approval. Failure to meet these requirements could result in
resampling and/or failure to approve export.

If other special considerations apply, discuss:
In situ soil characterization assessment activities were completed at the site in April 2023. Based
on the results of the assessment activities, approximately 40,650 cubic yards of excess soil that do
not contain compound concentrations above the PSRGs (or background levels in the case of
metals) will be directly loaded onto trucks and transported off-site to an LCID landfill, other
Brownfields property, Subtitle D Landfill, or other locations with DEQ prior approval.
Approximately 9,850 cubic yards of excess soil that contains compound concentrations above the
PSRGs (or background levels in the case of metals) will be transported off-site for disposal at
another Brownfields property, a Subtitle D Landfill, or other location with DEQ prior approval.
Approximately 1,200 cubic yards of excess soil that contains compound concentrations above the
PSRGs will be transported off-site for disposal at a Subtitle D Landfill or other location with DEQ
prior approval. Additional information is provided under Contaminated Media, Part 1. Soil,
Subsection 7. A summary of in situ soil characterization export options is provided in Attachment
2.2.

PART 1.D. MANAGEMENT OF UTILITY TRENCHES

☐ Install liner between native impacted soils and base of utility trench before filling with clean fill
(Preferred)

☒ Last out, first in principle for impacted soils (if soil can safely be reused onsite and is not a
hazardous waste), i.e., impacted soils are placed back at approximately the depths they were
removed from such that impacted soil is not placed at a greater depth than the original depth
from which it was excavated.

☒ Evaluate whether necessary to install barriers in conduits to prevent soil vapor transport,
and/or degradation of conduit materials due to direct impact with contaminants.
☒ If yes, provide specifications on barrier materials or provide the results of this evaluation in the
Vapor Mitigation Plan. Note that if vapor mitigation is planned for site buildings, utility corridors
will need to be evaluated as part of mitigation designs:
The PD plans to install a vapor barrier and passive-to-active vapor intrusion mitigation system
(VIMS) during construction. As part of the VIMS design, the locations of sub-grade utilities will
be evaluated to confirm that the proposed VIMS will effectively minimize potential vapor
intrusion from lateral migration of vapors through utility trenches. The Vapor Intrusion
Mitigation Plan will be submitted under separate cover.

☐ If no, include rationale here:
Click or tap here to enter text.

☒ Unknown, details to be provided in the Vapor Mitigation Plan for site buildings

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Other comments regarding managing impacted soil in utility trenches:
During utility installation activities, workers and contractors will observe soil for evidence of
potential impacts. Evidence of potentially impacted soil includes a distinct unnatural color,
strong odor, or filled or previously disposed materials of potential environmental concern (i.e.,
chemicals, tanks, drums, etc.). Should the above be observed during site work, the contractor
will stop all work and contact ONE to assess the suspect condition. If ONE confirms that the
material may be impacted, then the procedures outlined in Part 1.A. Managing Onsite Soil above
will be implemented. In addition, the DEQ Brownfields project manager will be contacted within
48 hours to advise of the condition.

Should impacted soil be discovered during utility installation activities, appropriate safety
screening of the vapors will be performed to protect workers. Appropriate safety screening
activities include monitoring the breathing zone with a calibrated photoionization detector or
similar instrument. If results indicate further action is warranted to protect workers from vapors,
appropriate engineering controls (such as the use of industrial fans) will be implemented.
PART 2. GROUNDWATER

1) What is the depth to groundwater at the Brownfields Property?
Depth to groundwater was measured ranging from approximately 15 ft bgs in the low-lying
western portion of the site to approximately 27 ft bgs in the higher-elevated southeastern
portion of the site. A site potentiometric map is included as Attachment 2.6. Monitoring well
locations are also shown in Attachment 2.0. A tabular summary of groundwater elevations is
included in Attachment 7.0.

2) What is the maximum depth of soil disturbance onsite?
Cut depths extend to approximately 20 ft bgs. Bedrock is anticipated to be encountered at
depths beyond 20 ft bgs.
3) Is groundwater known to be contaminated by ☐onsite ☒offsite ☐both or ☐unknown
sources? Describe source(s):
ONE collected groundwater samples from preexisting monitoring wells during assessment
activities conducted in April 2023. As shown in Attachment 2.0, MW-1 through MW-3 were
located on the Dynamic Auto Works II property. MW-4 was located on the Foundry property.
Groundwater is known to be impacted by TCE as a result of an offsite release from the former
H.M. Wade Furniture/textile chemical facility located adjacent and topographically up-gradient
of the property. A summary of the most recent groundwater assessment results is provided
below:

Volatile Organic Compounds (VOCs)
Laboratory analytical results reported low detections of VOCs across the site and at estimated
laboratory values denoted by a “J”. Only trichloroethene (TCE) was detected at concentrations
above the 15A NCAC 02L .0202 Groundwater Quality Standards (2L GWQS) in two (2) sample
locations and the consequent investigation derived waste (IDW). Samples MW-2, MW-3, and the
IDW reported TCE concentrations of 71.5 μg/L, 83.4 μg/L, and 45.2 μg/L, respectively.

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Semi-Volatile Organic Compounds (SVOCs)
Laboratory analytical results reported low detections of SVOCs in one sample at estimated
laboratory values analyzed outside of sample hold time denoted by a “J” and “H.” Sample MW-
01 reported detections of diethyl phthalate (0.868 JH μg/L) and dimethyl phthalate (3.81 JH μg/L)
at concentrations below the 2L GWQS and GCL. No other SVOCs were detected.

Metals
Laboratory analytical results reported low detections of several metals across the site, including
barium (up to 90.2 μg/L), total chromium (up to 3.74 μg/L), lead (up to 0.561 J μg/L), and
selenium (up to 1.51 μg/L). No metal concentrations were reported above the 2L GWQS or GCL.

A tabular summary of groundwater sample analytical results is included in Attachment 6.2.
Sample MW-4 reported no exceedances of 2L GWQS or GCLs. A map depicting groundwater
sample locations with 2L GWQS analytical exceedances is shown in Attachment 2.3.

4) What is the direction of groundwater flow at the Brownfields Property?
The direction of groundwater flow is expected to be northwest toward Irwin Creek as shown in
figure 2.6. This is consistent with surface topography, as shown in Attachments 3.0 and 3.1.
5) Will groundwater likely be encountered during planned redevelopment activities (e.g.
footer/utility construction or helical pilings?)
☒Yes ☐No
If yes, describe these activities:
Groundwater may be encountered during redevelopment activities including excavations for
deeper foundational components associated with the proposed building. If groundwater is
encountered during redevelopment activities, the procedures outlined below will be
implemented.
In the event that groundwater is encountered during redevelopment activities (even if no is checked above), list activities for contingent management of groundwater (e.g., dewatering of groundwater from excavations or foundations, containerizing, offsite disposal, discharge to sanitary sewer, NPDES permit, or sampling procedures).
If groundwater is encountered during redevelopment activities and gathers in an open
excavation, appropriate worker safety measures will be undertaken. The contractor will contact
ONE to assess the area of accumulation. The accumulated water will be allowed to
evaporate/infiltrate to the extent that dissipation does not disrupt the construction schedule.
Should the time needed for the natural dissipation of accumulated water be deemed
inadequate, the water will be pumped into a holding container, sampled for the presence of
VOCs, SVOCs, and RCRA metals, and disposed of at an appropriate off-site facility. Accumulated
water that does not contain constituents above 2L Standards and the NCDEQ Surface Water
Standards will be managed on-site by being discharged to the stormwater system following
consultation with local stormwater officials and in accordance with applicable municipal and
State regulations for erosion control and construction stormwater control. In accordance with
15A North Carolina Administrative Code (NCAC) 2H .0106 (f)(7), groundwaters generated by
well construction or other construction activities are deemed to be permitted pursuant to G.S.

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143-215.1(c) provided that no water quality standards are contravened, or expected to be
contravened.

6) Are monitoring wells currently present on the Brownfields Property?.................☒Yes ☐No
If yes, are any monitoring wells routinely monitored through DEQ or other
agencies?..................................................................................................................☐Yes ☒No

7) Please check methods to be utilized in the management of known and previously
unidentified wells.
☒ Abandonment of site monitoring wells in accordance with all applicable regulations. It
is the Brownfields Redevelopment Section’s intent to allow proper abandonment of
well(s) as specified in the Brownfields Agreement, except if required for active
monitoring through another section of DEQ or the EPA.
☐ Location of existing monitoring wells marked
☐ Existing monitoring wells protected from disturbance
☒ Newly identified monitoring wells will be marked and protected from further
disturbance until notification to DEQ Brownfields can be made and approval for
abandonment is given.

8) Please provide additional details as needed:

Please note, disturbance of existing site monitoring wells without approval by DEQ is not
permissible. If monitoring wells are damaged and/or destroyed, DEQ may require that the PD
be responsible for replacement of the well.

PART 3. SURFACE WATER
1) Is surface water present at the property? ☒ Yes ☐ No
2) If yes, attach a map showing the location of surface water at the Brownfields Property
3) Is surface water at the property known to be contaminated? ☐ Yes ☒ No ☐ Unknown
4) Will workers or the public be in contact with surface water during planned redevelopment
activities or as part of the final redevelopment? ☒ Yes ☐ No
5) In the event that contaminated surface water is encountered during redevelopment
activities, or clean surface water enters open excavations, list activities for management of
such events (e.g. flooding, contaminated surface water run-off, stormwater impacts):
All surface water activities will be performed in compliance with United States Army Corps of
Engineers (USACE) Nationwide Permit 29, Residential Developments (Attachment 4.0). There are
no known impacts to surface water on site. In the unlikely event suspected contaminated
surface water is encountered during redevelopment activities, the contractor will contact ONE to
assess the area(s) suspected to be impacted. If surface water run-off gathers in an open
DEQ will be notified if newly identified monitoring wells are discovered on site.

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excavation within an area suspected to be impacted during construction activities, appropriate
worker safety and groundwater management measures will be undertaken. The accumulated
water will be allowed to evaporate/infiltrate to the extent that dissipation does not disrupt the
construction schedule. Should the time needed for the natural dissipation of accumulated water
be deemed inadequate, the water will be pumped into a holding container, sampled for the
presence of VOCs, SVOCs, and RCRA metals, and disposed of at an appropriate off-site facility.
Accumulated water that does not contain constituents above 2L Standards and the NCDEQ
Surface Water Standards will be managed on-site by being discharged to the stormwater system
following consultation with local stormwater officials and in accordance with applicable
municipal and State regulations for erosion control and construction stormwater control.

PART 4. SEDIMENT
1) Are sediment sources present on the property? ☒ Yes ☐ No
2) If yes, is sediment at the property known to be contaminated? ☐ Yes ☒ No ☐ Unknown
3) Will workers or the public be in contact with sediment during planned redevelopment
activities? ☒ Yes ☐ N
4) Attach a map showing the location of known contaminated sediment at the property.
5) In the event that contaminated sediment is encountered during redevelopment activities, list
activities for management of such events (stream bed disturbance):
All sediment activities will be performed in accordance with USACE Nationwide Permit 29,
Residential Developments (Attachment 4.0). During redevelopment activities, workers and
contractors will observe sediment for evidence of potential impacts. Evidence of potentially
impacted sediment includes a distinct unnatural color, strong odor, or filled or previously
disposed materials of potential environmental concern (i.e., chemicals, tanks, drums, etc.).
Should the above be observed during site work, the contractor will stop all work and contact ONE
to assess the suspect condition. If ONE confirms that the material may be impacted, then the
procedures outlined in Nationwide Permit 29 and Part 1.A. Managing Onsite Soil above will be
implemented. In addition, the DEQ Brownfields project manager will be contacted within 48
hours to advise of the condition.
Should impacted sediment be discovered during box culvert bypass installation activities,
appropriate safety screening of the vapors will be performed to protect workers. Appropriate
safety screening activities include monitoring the breathing zone with a calibrated
photoionization detector or similar instrument. If results indicate further action is warranted to
protect workers from vapors, appropriate engineering controls (such as the use of industrial fans)
will be implemented.

PART 5. SOIL VAPOR
1) Do concentrations of volatile organic compounds at the Brownfields property exceed the vapor intrusion screening levels (current version) in the following media:

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EMP Version 3, March 2023
Groundwater Exterior Soil Vapor Sub-Slab Soil Vapor
Residential ☒ Yes ☐ No
☐ Unknown
☒ Yes ☐ No
☐ Unknown ☒ Yes ☐ No
☐ Unknown
Commercial ☒ Yes ☐ No
☐ Unknown ☒ Yes ☐ No
☐ Unknown ☒ Yes ☐ No
☐ Unknown
2) Attach a map showing the locations of all soil vapor samples including any soil vapor
contaminants that exceeds screening levels and overlays planned site development features.
3) If applicable, at what depth(s) is exterior soil vapor known to be contaminated?

4) If applicable, at what depth(s) is sub-slab soil vapor known to be contaminated?
☐0-6 inches ☒Other, please describe:
ONE conducted soil gas assessment activities in April 2023 that included the collection of four (4)
sub-slab soil gas samples. Tetrachloroethene (PCE) was detected at concentrations above the
non-residential DEQ Vapor Intrusion SGSLs. Sample collection depth ranged from nine (9) to 11
inches bgs. Locations of sub-slab soil gas samples and compound concentrations above the DEQ
Vapor Intrusion SGSLs are shown in Attachment 2.4. A tabular summary of the sub-slab soil gas
analytical data is included in Attachment 6.3.
5) Will workers encounter contaminated exterior or sub-slab soil vapor during planned
redevelopment activities? ☐ Yes ☐ No ☒ Unknown
In the event that apparent contaminated soil vapor is encountered (based on elevated PID
readings, unusual odors, etc.) during redevelopment activities (trenches, manways, basements or
other subsurface work,) list activities for management of such contact, INCLUDING notification to
DEQ within 48 hours of identification of the issue for determination of additional requirements:
If impacted soil vapors are encountered during redevelopment activities, appropriate safety
screening of the vapors will be performed to protect workers. Appropriate safety screening
activities include monitoring the breathing zone with a calibrated photoionization detector or
similar instrument. If results indicate further action is warranted to protect workers from vapors,
appropriate engineering controls (such as the use of industrial fans) will be implemented. In
addition, the DEQ Brownfields project manager will be contacted within 48 hours to advise of the
condition.

PART 6. INDOOR AIR
1) Are indoor air data available for the Brownfields Property? ☒ Yes ☐ No
ONE conducted soil gas assessment activities in April 2023 that included the collection of 17 exterior
soil gas samples. Compounds 1,3-butadiene and trichloroethene (TCE) were detected at
concentrations above the non-residential DEQ Vapor Intrusion Soil Gas Screening Levels (SGSLs).
Sample collection depths ranged from six (6) to 15 ft bgs. Locations of the exterior soil gas samples
and compound concentrations above the DEQ Vapor Intrusion SGSLs are shown in Attachment 2.4. A
tabular summary of the soil gas analytical data is included in Attachment 6.3.

27
EMP Version 3, March 2023
2) If applicable, attach a map showing the location(s) where indoor air contaminants exceed site
screening levels.
3) If the structures where indoor air has been documented to exceed risk-based screening levels will
not be demolished as part of redevelopment activities, will workers encounter contaminated
indoor air during planned redevelopment activities? ☐ Yes ☐ No ☐ Unknown ☒ N/A

☒ If no, include rationale here:
Indoor air samples were collected at 601 and 619 S Cedar Street in June 2014. A historical
sample location map is included in Attachment 2.5. Laboratory analytical results reported no
detections of EPA Method TO-15 constituents. A tabular summary of historical indoor air
analytical data is included in Attachment 6.4. No indoor air samples have been collected within
the footprint of the proposed redevelopment. Existing buildings within the footprint of the
proposed redevelopment will be razed.
4) In the event that contaminated indoor air is encountered during redevelopment activities, list
activities for management of such contact:

VAPOR INTRUSION MITIGATION SYSTEM
1) Is a vapor intrusion mitigation system (VIMS) proposed for this Brownfields Property?
☒ Yes ☐ No ☐ Unknown

☐ If no or unknown, include rationale here as well as plans for pre-occupancy sampling, as
necessary:
Click or tap here to enter text.

If yes, ☐ VIMS Plan Attached or ☒ VIMS Plan to be submitted separately
If submitted separately provide date:
The PD intends to install a DEQ-approved passive-to-active vapor intrusion mitigation system
designed by a North Carolina licensed Professional Engineer. The vapor intrusion mitigation plan
will be submitted under separate cover. VIMS Plan shall be signed and sealed by a NC Professional Engineer and follow the DEQ Brownfields Redevelopment Section’s Vapor Intrusion Mitigation System Design Submittal Requirements.
Note that approval of this EMP does not imply approval with any vapor intrusion mitigation land
In the unlikely event there is evidence of potential indoor air issues (i.e., unusual odors) during
redevelopment activities, the area will be evacuated, and appropriate safety screening of the indoor
air will be performed. Appropriate safety screening activities include monitoring the breathing zone
with a calibrated photoionization detector or similar instrument. If results indicate further action is
warranted to protect workers from vapors, appropriate engineering controls (such as the use of
industrial fans) will be implemented and DEQ Brownfields will be notified within 48 hours.

28
EMP Version 3, March 2023
use restrictions or requirements of the recorded or draft Brownfields Agreement and that
separate approval of mitigation measures will be required.

CONTINGENCY PLAN

In this section, please provide actions that will be taken to identify or manage unknown
potential new sources of contamination. During redevelopment activities, it is not uncommon
that unknown tanks, drums, fuel lines, landfills, or other waste materials are encountered.
Notification to DEQ Brownfields project manager, UST Section, Fire Department, and/or other
officials, as necessary and appropriate, is required when new potential source(s) of
contamination are discovered. These Notification Requirements were outlined on Page 1 of this
EMP.

Should potentially impacted materials be identified that are inconsistent with known site
impacts, the DEQ Brownfields project manager will be notified, and a sampling plan will be
prepared based on the EMP requirements and site-specific factors. Samples will generally be
collected to document the location of the potential impacts.

Check the following chemical analysis that are to be conducted on newly identified releases:
☒ Minimum Sample Requirements: Volatile organic compounds (VOCs) by EPA Method 8260;
Semi-volatile organic compounds (SVOCs) by EPA Method 8270; and Metals RCRA List +
Hexavalent Chromium by EPA Method 6020/7199

☐ Pesticides: Specify Analytical Method Number(s):
Click or tap here to enter text.

☐ PCBs: Specify Analytical Method Number(s):
Click or tap here to enter text.

☐ Other Constituents & Analytical Method(s) (e.g. Herbicides)
Please note, if field observations indicate the need for additional analyses, they should
be conducted, even if not listed here.
Click or tap here to enter text. Please provide details on the proposed methods of managing the following commonly
encountered issues during redevelopment of Brownfields Properties.

Underground Storage Tanks – Note that UST Section guidelines must be followed for sample
frequency during UST closure. Unless damage to onsite structures to remain as part of
redevelopment would occur, USTs shall be removed from the Brownfields Property:
In the event a UST or impacts associated with a UST release are discovered on-site during
redevelopment activities, the UST and/or associated impacts will be addressed through DEQ
Brownfields. DEQ Brownfields will be notified within 48 hours of discovery.

If a UST is encountered, residual fluids (if present) will be removed, sampled for VOCs, SVOCs, and
RCRA metals, and transported off-site for disposal at an approved facility. The tank will be assessed

29
EMP Version 3, March 2023
for closure and removal and soil sampling will be performed following DEQ UST Section guidelines.
Soil samples will be analyzed for VOCs, SVOCs, RCRA metals, and hexavalent chromium. Impacted
soil will be managed under Part 1 A. Managing Onsite Soil.

If the UST cannot be removed, DEQ will be notified for approval of in-place closure and soil
sampling will be performed following DEQ UST Section guidelines. If present, residual fluids will be
removed, sampled for VOCs, SVOCs, and RCRA metals, and transported off-site for disposal at an
approved facility. The bottom of the UST may be penetrated to prevent fluid accumulation.
Impacted soil will be managed under Part 1.A. Managing Onsite Soil.

Sub-Grade Feature/Pit:
If a sub-grade feature or pit is encountered and does not require removal, it will be backfilled with
demonstrably clean fill material and construction will proceed. Where appropriate, the bottom may
be penetrated before backfilling to prevent fluid accumulation. If the pit is observed to contain
waste, the waste will be relocated to a secure area and will be sampled for TCLP VOCs, TCLP SVOCs,
and TCLP metals. Based on laboratory analytical results, the waste will be disposed of offsite at an
approved facility or managed under Part 1.A. Managing Onsite Soil, whichever is most applicable
based on the type of waste present.
Buried Waste Material – Note that if buried waste, non-native fill, or any obviously filled materials
is encountered, the DEQ Brownfields Redevelopment Section must be notified to determine if
investigation of landfill gases is required:
If excavation into buried wastes or impacted soils occurs, the contractor will cease work in that
location and notify ONE. ONE will assess the suspect area and collect samples if warranted. In this
event, confirmation sampling will be conducted at representative locations in the base and
sidewalls of the excavation after waste or impacted soil is removed. The samples will be analyzed
for VOCs, SVOCs, RCRA metals, hexavalent chromium, and any other analyses deemed appropriate
based on the type of waste material. If buried debris is encountered, DEQ Brownfields will be
notified to determine if methane sampling is required. DEQ Brownfields will be informed regarding
the permitted facility used for disposal of the waste and/or impacted soil. Areas of suspected
contaminated soil that remain at the site after excavation is complete will be managed under Part 1.
A. Managing Onsite Soil.

Re-Use of Impacted Soils Onsite:
Please refer to the procedures outlined in Part 1.A. Managing Onsite Soil.

If unknown, impacted soil is identified onsite, management onsite can be considered after the
project team provides the necessary information, outlined in Part 1.A. Item 11, for Brownfields
project manager approval prior to final placement onsite.
If other potential contingency plans are pertinent, please provide other details or scenarios as
needed below:
Click or tap here to enter text.

30
EMP Version 3, March 2023
POST-REDEVELOPMENT REPORTING

☒ Check this box to acknowledge that a Redevelopment Summary Report will be required for the
project. If the project duration is longer than one year, an annual update is required and will be
due by January 31 of each year, or 30 days after each one-year anniversary of the effective date of
this EMP (as agreed upon with the project manager). These reports will be required for as long as
physical redevelopment of the Brownfields Property continues, except that the final
Redevelopment Summary Report will be submitted within 90 days after completion of
redevelopment. Based on the estimated construction schedule, the first Redevelopment Summary
Report is anticipated to be submitted on 1/31/2025

The Redevelopment Summary Report shall include environment-related activities since the last
report, with a summary and drawings, that describes:
1. actions taken on the Brownfields Property;
2. soil grading and cut and fill actions;
3. methodology(ies) employed for field screening, sampling and laboratory analysis of
environmental media;
4. stockpiling, containerizing, decontaminating, treating, handling, laboratory analysis and
ultimate disposition of any soil, groundwater or other materials suspected or confirmed
to be contaminated with regulated substances; and
5. removal of any contaminated soil, water or other contaminated materials (for example,
concrete, demolition debris) from the Brownfields Property (copies of all legally required
manifests shall be included).

☒ Check box to acknowledge consent to provide a NC licensed P.G. or P.E. sealed, Redevelopment
Summary Report in compliance with the site’s Brownfields Agreement.

31
EMP Version 3, March 2023
A. APPROVAL SIGNATURES

Brownfields Project Number: 17021-13-060 (primary redevelopment) and 26093-22-060

Brownfields Project Name: Dynamic Auto Works II (primary redevelopment) and Foundry

PE/PG Professional License #: 051886
Firm PE/PG License #: P-0771

Insert PE/PG Seal Above

Prospective Developer: AP Foundry, LP Date 1/11/2024
Printed Name/Title/Company: Mr. Welch Liles / Managing
Director / AP Foundry, LP

Consultant: ONE Environmental Group of Carolina, PLLC Date 1/8/2024
Printed Name/Title/Company: Hillary Goodell / Operations
Manager / ONE Environmental Group of Carolina, PLLC

Brownfields Project Manager: Carolyn Minnich Date Click or tap to enter a date.

__________________________________________________
1/12/2024

32
EMP Version 3, March 2023

• BLAH
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
TEAM
MEMBERS
PROJECT
INFORMATION
PROJECT RENDERING
VICINITY MAP
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING
WITH APPLICABLE CODES OR STATUS WHETHER OR NOT
SPECIFICALLY REFERENCED IN THE CONSTRUCTION
DOCUMENTS
THE DRAWINGS FOR THIS PROJECT ARE THE PROPERTY
OF DWELL DESIGN STUDIO, LLC. COPIES OF THE
DRAWINGS MAY BE USED ONLY BY THE OWNER TO
CONSTRUCT AND OCCUPY THIS PROJECT. NEITHER THE
DRAWINGS NOR THE DESIGN INDICATED ON THE
DRAWINGS MAY BE REPRODUCED NOR USED FOR ANY
OTHER PROJECT OR PURPOSE. DWELL DESIGN STUDIO,
LLC. ACCEPTS RESPONSIBILITY ONLY FOR THOSE
DRAWINGS WHICH HAVE AN ORIGINAL SEAL, SIGNATURE,
CONSTRUCTION ISSUE DATE, AND DATE OF FINAL
REVISION FOR THE DRAWINGS
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:53:46 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA00.00
2247601
COVER SHEET
SCHEMATIC DESIGN PACKAGE
THE FOUNDRY
619 SOUTH CEDAR ST. CHARLOTTE, NC
MILL CREEK RESIDENTIAL TRUST, LLC
101 W. WORTHINGTON AVE., SUITE 201
CHARLOTTE, NC 28203
SCHEMATIC DESIGN PACKAGE - 11/30/2022
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCOWNER
JUSTIN HOUSTON
MILL CREEK RESIDENTIAL TRUST, LLC
101 W. WORTHINGTON AVE, SUITE 210
CHARLOTTE, NC 28203
[phone]
ARCHITECT
JASON R. SHEPARD
DWELL DESIGN STUDIO, LLC
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
[phone]
CIVIL
RICHARD PETERSHEIM
LANDDESIGN
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
[phone]
MECHANICAL
SAMUEL WEAVER
JORDAN & SKALA ENGINEERS, INC.
4501 CHARLOTTE PARK DR., SUITE 100
CHARLOTTE, NC 28217
[phone]
ELECTRICAL
WILLIAM R. BUSH
JORDAN & SKALA ENGINEERS, INC.
4501 CHARLOTTE PARK DR., SUITE 100
CHARLOTTE, NC 28217
[phone]
PLUMBING
SAMUEL WEAVER
JORDAN & SKALA ENGINEERS, INC.
4501 CHARLOTTE PARK DR., SUITE 100
CHARLOTTE, NC 28217
[phone]
FIRE PROTECTION
SAMUEL WEAVER
JORDAN & SKALA ENGINEERS, INC.
4501 CHARLOTTE PARK DR., SUITE 100
CHARLOTTE, NC 28217
[phone]
STRUCTURAL
MICHAEL STANSBURY
SEVEN24 CONSULTING GROUP
119 BALCH SPRINGS CIR. SE
LEESBURG, VA 20175
APPLICABLE CODES:
• 2018 NC STATE BUILDING CODE
• 2018 NC STATE PLUMBING CODE
• 2018 NC STATE MECHANICAL CODE
• 2018 NC STATE FUEL GAS CODE
• 2020 NC STATE ELECTRICAL CODE AMENDMENTS
• 2018 NC STATE FIRE CODE
• 2018 NC STATE ENERGY CODE
• 2018 NC ADMINISTRATIVE CODE & POLICIES
ACCESSIBILITY CODES:
• 2009 ANSI ICC A117.1 -EFFECTIVE 1/1/2019
• FAIR HOUSING
LANDSCAPE/HARDSCAPE DESIGN
RICHARD PETERSHEIM
LANDDESIGN
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
[phone]
INTERIOR DESIGN
JOANN MCINNIS
CARLYN & COMPANY
746 WALKER ROAD
GREAT FALLS, VA 22066
[phone]
SITE
LOCATION
N
EW
S
NOTE:RENDERING IS ONLY A GRAPHIC REPRESENTATION OF THE PROJECT AND NOT A CONSTRUCTION DOCUMENT
DATE DESCRIPTION REV
SHEET INDEX
SHEET
NUMBER SHEET NAME 2022/11/04 SCHEMATIC DESIGN PACKAGEGENERAL
A00.00 COVER SHEET X
A00.01 SHEET INDEX X
A00.06 GENERAL NOTES X
CODE DATA
A00.11 UNIT MATRIX AND SCHEDULES X
A00.12 BUILDING CODE SUMMARY - APPENDIX B X
A00.13 IBC CODE DATA - BUILDING SECTIONS X
A00.30 LIFE SAFETY PLAN - LEVEL 1 X
A00.35 LIFE SAFETY PLAN - LEVEL 6 X
A00.60 FAIR HOUSING ACCESSIBILITY GUIDELINES X
A00.61 2010 ADA GUIDELINES X
A00.62 2009 ANSI A117.1 GUIDELINES X
A00.70 PARTITION & ASSEMBLY GENERAL NOTES X
A00.71 MASS WALL PARTITION DETAILS X
A00.72 METAL STUD WALL PARTITION DETAILS X
A00.73 METAL STUD WALL PARTITION DETAILS X
A00.74 WALL PARTITION DETAILS X
A00.75 FLOOR/CEILING & ROOF/CEILING ASSEMBLY DETAILS X
A00.76 FLOOR/CEILING & ROOF/CEILING ASSEMBLY DETAILS X
A00.80 UL ASSEMBLIES - U210 & U344 X
A00.81 UL ASSEMBLIES- U305 X
A00.82 UL ASSEMBLIES - U301 & D906 X
A00.83 UL ASSEMBLIES - U341 & U905 X
A00.84 UL ASSEMBLIES - L528 X
A00.85 UL ASSEMBLIES - G524 X
A00.86 UL ASSEMBLIES - L563 X
A00.87 UL ASSEMBLIES - U415 X
A00.88 UL ASSEMBLIES - P580 X
A00.89 UL ASSEMBLIES - U419 X
A00.90 UL ASSEMBLIES - U420 & U428 X
A00.91 UL ASSEMBLIES - V454 X
A00.92 UL ASSEMBLIES - U425 X
ARCHITECTURAL
A02.00 SITE PLAN X
A02.01 LEVEL 1 OVERALL FLOOR PLAN X
A02.01A LEVEL 1 - ENLARGED FLOOR PLAN - AREA A X
A02.01B LEVEL 1 - ENLARGED FLOOR PLAN - AREA B X
A02.01C LEVEL 1 - ENLARGED FLOOR PLAN - AREA C X
A02.02 LEVEL 2 OVERALL FLOOR PLAN X
A02.02A LEVEL 2 - ENLARGED FLOOR PLAN - AREA A X
A02.02B LEVEL 2 - ENLARGED FLOOR PLAN - AREA B X
A02.02C LEVEL 2 - ENLARGED FLOOR PLAN - AREA C X
A02.03 LEVEL 3 OVERALL FLOOR PLAN X
A02.03A LEVEL 3 - ENLARGED FLOOR PLAN - AREA A X
A02.03B LEVEL 3 - ENLARGED FLOOR PLAN - AREA B X
A02.03C LEVEL 3 - ENLARGED FLOOR PLAN - AREA C X
A02.04 LEVEL 4 OVERALL FLOOR PLAN X
A02.04A LEVEL 4 - ENLARGED FLOOR PLAN - AREA A X
A02.04B LEVEL 4 - ENLARGED FLOOR PLAN - AREA B X
A02.04C LEVEL 4 - ENLARGED FLOOR PLAN - AREA C X
A02.05 LEVEL 5 OVERALL FLOOR PLAN X
A02.06 LEVEL 6 OVERALL FLOOR PLAN X
A02.06A LEVEL 6 - ENLARGED FLOOR PLAN - AREA A X
A02.06B LEVEL 6 - ENLARGED FLOOR PLAN - AREA B X
A02.06C LEVEL 6 - ENLARGED FLOOR PLAN - AREA C X
A02.07 LEVELS 7 OVERALL FLOOR PLAN X
A02.07A LEVELS 7 - ENLARGED FLOOR PLAN - AREA A X
A02.07B LEVELS 7 - ENLARGED FLOOR PLAN - AREA B X
A02.07C LEVELS 7 - ENLARGED FLOOR PLAN - AREA C X
A02.08 LEVEL 8 OVERALL FLOOR PLAN X
A02.08A LEVEL 8 - ENLARGED FLOOR PLAN - AREA A X
A02.08B LEVEL 8 - ENLARGED FLOOR PLAN - AREA B X
A02.08C LEVEL 8 - ENLARGED FLOOR PLAN - AREA C X
A02.09 LEVEL 9 OVERALL FLOOR PLAN X
A02.09A LEVEL 9 - ENLARGED FLOOR PLAN - AREA A X
A02.09B LEVEL 9 - ENLARGED FLOOR PLAN - AREA B X
A02.10 LEVEL 10 - OVERALL FLOOR PLAN X
A02.10A LEVEL 10 - ENLARGED FLOOR PLAN - AREA A X
A02.10B LEVEL 10 - ENLARGED FLOOR PLAN - AREA B X
A02.11 OVERALL ROOF PLAN X
A02.11A ENLARGED ROOF PLAN - AREA A X
A02.11B ENLARGED ROOF PLAN - AREA B X
A02.11C ENLARGED ROOF PLAN - AREA C X
A03.01 STAIR 1 X
A03.02 STAIR 2 X
A03.03 STAIR 3 X
A03.04 STAIR 4 X
A03.05 STAIR 5 X
A03.06 STAIR DETAILS X
A03.07 STAIR DETAILS X
A03.08 STAIR DETAILS X
A03.09 ELEVATOR 1 X
A03.10 ELEVATOR 2 AND 3 X
A03.11 TYPICAL ELEVATOR DETAILS X
A04.00 UNIT NOTES X
A04.01 TYPICAL KITCHEN ELEVATIONS X
A04.02 TYPICAL BATH ELEVATIONS X
A04.04 S2 UNIT PLANS X
A04.05 S3 UNIT PLANS X
A04.06 S3_TYPE A UNIT PLANS X
A04.07 S4 UNIT PLANS X
A04.08 A1 UNIT PLANS X
A04.09 A2 UNIT PLANS X
A04.10 A2_TYPE A UNIT PLANS X
A04.11 A3 UNIT PLANS X
A04.12 A4 UNIT PLANS X
A04.13 A5 UNIT PLANS X
A04.14 A6 UNIT PLANS X
A04.15 A7 UNIT PLANS X
A04.16 AU1 UNIT PLANS X
A04.18 BA1 UNIT PLANS X
A04.20 B1 UNIT PLANS X
A04.21 B2 UNIT PLANS X
A04.22 B3 UNIT PLANS X
A04.24 B4 UNIT PLANS X
A04.27 B6 UNIT PLANS X
A04.28 AD2 UNIT PLANS X
A04.30 B10 UNIT PLANS X
A05.01 OVERALL BUILDING ELEVATIONS X
A05.02 OVERALL BUILDING ELEVATIONS X
A05.03 COURTYARD ELEVATIONS X
A05.20 SITE AXON VIEWS X
A06.01 BUILDING SECTIONS X
A06.02 BUILDING SECTIONS X
A06.10 SECTION DETAILS X
A08.00 WINDOW SCHEDULE X
A08.20 STOREFRONT SCHEDULE X
A08.21 STOREFRONT SCHEDULE X
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 2:18:29 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA00.01
2247601
SHEET INDEX
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
TOTAL DRAWINGS ISSUED: 44
M07.02 CALCULATIONS
M07.01 CALCULATIONS
M06.02 SCHEDULES
M06.01 SCHEDULES
M05.03 DETAILS
M05.02 DETAILS
M05.01 DETAILS
M04.04 UNIT PLANS
M04.03 UNIT PLANS
M04.02 UNIT PLANS
M04.01 UNIT PLANS
M02.10C ROOF PLAN - AREA C
M02.10B ROOF PLAN - AREA B
M02.10A ROOF PLAN - AREA A
M02.09C LEVEL 9-10 - FLOOR PLAN - AREA C
M02.09B LEVEL 9-10 - FLOOR PLAN - AREA B
M02.09A LEVEL 9-10 - FLOOR PLAN - AREA A
M02.08C LEVEL 8 - FLOOR PLAN - AREA C
M02.08B LEVEL 8 - FLOOR PLAN - AREA B
M02.08A LEVEL 8 - FLOOR PLAN - AREA A
M02.07C LEVEL 7 - FLOOR PLAN - AREA C
M02.07B LEVEL 7 - FLOOR PLAN - AREA B
M02.07A LEVEL 7 - FLOOR PLAN - AREA A
M02.06C LEVEL 6 - FLOOR PLAN - AREA C
M02.06B LEVEL 6 - FLOOR PLAN - AREA B
M02.06A LEVEL 6 - FLOOR PLAN - AREA A
M02.05C LEVEL 5 - FLOOR PLAN - AREA C
M02.05B LEVEL 5 - FLOOR PLAN - AREA B
M02.05A LEVEL 5 - FLOOR PLAN - AREA A
M02.04C LEVEL 4 - FLOOR PLAN - AREA C
M02.04B LEVEL 4 - FLOOR PLAN - AREA B
M02.04A LEVEL 4 - FLOOR PLAN - AREA A
M02.03C LEVEL 3 - FLOOR PLAN - AREA C
M02.03B LEVEL 3 - FLOOR PLAN - AREA B
M02.03A LEVEL 3 - FLOOR PLAN - AREA A
M02.02C LEVEL 2 - FLOOR PLAN - AREA C
M02.02B LEVEL 2 - FLOOR PLAN - AREA B
M02.02A LEVEL 2 - FLOOR PLAN - AREA A
M02.01C LEVEL 1 - FLOOR PLAN - AREA C
M02.01B LEVEL 1 - FLOOR PLAN - AREA B
M02.01A LEVEL 1 - FLOOR PLAN - AREA A
M00.03 SEQUENCES
M00.02 GENERAL NOTES
M00.01 COVER SHEET
SHEET NO. SHEET NAME
DRAWING INDEX - MECHANICAL
TOTAL DRAWINGS ISSUED: 36
P04.02 UNIT PLANS
P04.01 UNIT PLANS
P02.09B LEVEL 9-10 - FLOOR PLAN - AREA B
P02.09A LEVEL 9-10 - FLOOR PLAN - AREA A
P02.08C LEVEL 8 - FLOOR PLAN - AREA C
P02.08B LEVEL 8 - FLOOR PLAN - AREA B
P02.08A LEVEL 8 - FLOOR PLAN - AREA A
P02.07C LEVEL 7 - FLOOR PLAN - AREA C
P02.07B LEVEL 7 - FLOOR PLAN - AREA B
P02.07A LEVEL 7 - FLOOR PLAN - AREA A
P02.06C LEVEL 6 - FLOOR PLAN - AREA C
P02.06B LEVEL 6 - FLOOR PLAN - AREA B
P02.06A LEVEL 6 - FLOOR PLAN - AREA A
P02.05C LEVEL 5 - FLOOR PLAN - AREA C
P02.05B LEVEL 5 - FLOOR PLAN - AREA B
P02.05A LEVEL 5 - FLOOR PLAN - AREA A
P02.04C LEVEL 4 - FLOOR PLAN - AREA C
P02.04B LEVEL 4 - FLOOR PLAN - AREA B
P02.04A LEVEL 4 - FLOOR PLAN - AREA A
P02.03C LEVEL 3 - FLOOR PLAN - AREA C
P02.03B LEVEL 3 - FLOOR PLAN - AREA B
P02.03A LEVEL 3 - FLOOR PLAN - AREA A
P02.02C LEVEL 2 - FLOOR PLAN - AREA C
P02.02B LEVEL 2 - FLOOR PLAN - AREA B
P02.02A LEVEL 2 - FLOOR PLAN - AREA A
P02.01C-UF LEVEL 1 - UNDER FLOOR - AREA C
P01.03 LEVEL 3 - FLOOR PLAN - SITE PLAN
P01.01 LEVEL 1 - UNDERFLOOR - SITE PLAN
P00.06 RISER DIAGRAMS
P00.05 RISER DIAGRAMS
P00.04 RISER DIAGRAMS
P00.03 RISER DIAGRAMS
P00.02 PLUMBING DETAILS
P00.01 PLUMBING DETAILS
P00.00 PLUMBING LEGEND, SCHEDULES AND NOTES
FP00.00 FIRE PROTECTION - LEGEND, SCHEDULES AND DETAILS
SHEET NO. SHEET NAME
DRAWING INDEX -PLUMBING
TOTAL DRAWINGS ISSUED: 36
E05.01 ELECTRICAL RISER DIAGRAM
E04.04 UNIT PLANS
E04.03 UNIT PLANS
E04.02 UNIT PLANS
E04.01 UNIT PLANS
E02.10C ROOF PLAN - AREA C
E02.10B ROOF PLAN - AREA B
E02.10A ROOF PLAN - AREA A
E02.09C LEVEL 9-10 - FLOOR PLAN - AREA C
E02.09B LEVEL 9-10 - FLOOR PLAN - AREA B
E02.09A LEVEL 9-10 - FLOOR PLAN - AREA A
E02.08C LEVEL 8 - FLOOR PLAN - AREA C
E02.08B LEVEL 8 - FLOOR PLAN - AREA B
E02.08A LEVEL 8 - FLOOR PLAN - AREA A
E02.07C LEVEL 7 - FLOOR PLAN - AREA C
E02.07B LEVEL 7 - FLOOR PLAN - AREA B
E02.07A LEVEL 7 - FLOOR PLAN - AREA A
E02.06C LEVEL 6 - FLOOR PLAN - AREA C
E02.06B LEVEL 6 - FLOOR PLAN - AREA B
E02.06A LEVEL 6 - FLOOR PLAN - AREA A
E02.05C LEVEL 5 - FLOOR PLAN - AREA C
E02.05B LEVEL 5 - FLOOR PLAN - AREA B
E02.05A LEVEL 5 - FLOOR PLAN - AREA A
E02.04C LEVEL 4 - FLOOR PLAN - AREA C
E02.04B LEVEL 4 - FLOOR PLAN - AREA B
E02.04A LEVEL 4 - FLOOR PLAN - AREA A
E02.03C LEVEL 3 - FLOOR PLAN - AREA C
E02.03B LEVEL 3 - FLOOR PLAN - AREA B
E02.03A LEVEL 3 - FLOOR PLAN - AREA A
E02.02C LEVEL 2 - FLOOR PLAN - AREA C
E02.02B LEVEL 2 - FLOOR PLAN - AREA B
E02.02A LEVEL 2 - FLOOR PLAN - AREA A
E02.01C LEVEL 1 - FLOOR PLAN - AREA C
E02.01B LEVEL 1 - FLOOR PLAN - AREA B
E02.01A LEVEL 1 - FLOOR PLAN - AREA A
E00.00 ELECTRICAL TITLE SHEET
SHEET NO. SHEET NAME
DRAWING INDEX - ELECTRICAL
TOTAL SHEETS: 59
S05.21 ROOF FRAMING DETAILS
S05.14 WOOD FRAMING AT BALCONIES
S05.13 WOOD FRAMING AT BALCONIES
S05.12 WOOD FRAMING DETAILS
S05.11 TYPICAL WOOD FRAMING DETAILS
S04.11 SHEAR WALL DETAILS
S04.01C SHEAR WALL LAYOUT PLAN - PART C
S04.01B SHEAR WALL LAYOUT PLAN - PART B
S04.01A SHEAR WALL LAYOUT PLAN - PART A
S03.11B LEVEL 11 ROOF FRAMING PLAN - PART B
S03.11A LEVEL 11 ROOF FRAMING PLAN - PART A
S03.10B LEVEL 10 FLOOR FRAMING PLAN - PART B
S03.10A LEVEL 10 FLOOR FRAMING PLAN - PART A
S03.09C LEVEL 9 LOW ROOF FRAMING PLAN - PART C
S03.09B LEVEL 9 FLOOR FRAMING PLAN - PART B
S03.09A LEVEL 9 FLOOR FRAMING PLAN - PART A
S03.08C LEVEL 8 FLOOR FRAMING PLAN - PART C
S03.08B LEVEL 8 FLOOR FRAMING PLAN - PART B
S03.08A LEVEL 8 FLOOR FRAMING PLAN - PART A
S03.07C LEVEL 7 FLOOR FRAMING PLAN - PART C
S03.07B LEVEL 7 FLOOR FRAMING PLAN - PART B
S03.07A LEVEL 7 FLOOR FRAMING PLAN - PART A
S03.06C LEVEL 6 FLOOR FRAMING PLAN - PART C
S03.05C LEVEL 5 FLOOR FRAMING PLAN - PART C
S02.06BR LEVEL 6 ELEVATED SLAB REINF. PLAN - PART B
S02.06B LEVEL 6 ELEVATED SLAB PLAN - PART B
S02.06AR LEVEL 6 ELEVATED SLAB REINF. PLAN - PART A
S02.06A LEVEL 6 ELEVATED SLAB PLAN - PART A
S02.05BR LEVEL 5 ELEVATED SLAB REINF. PLAN - PART B
S02.05B LEVEL 5 ELEVATED SLAB PLAN - PART B
S02.05AR LEVEL 5 ELEVATED SLAB REINF. PLAN - PART A
S02.05A LEVEL 5 ELEVATED SLAB PLAN - PART A
S02.04CR LEVEL 4 ELEVATED SLAB REINF. PLAN - PART C
S02.04C LEVEL 4 ELEVATED SLAB PLAN - PART C
S02.04BR LEVEL 4 ELEVATED SLAB REINF. PLAN - PART B
S02.04B LEVEL 4 ELEVATED SLAB PLAN - PART B
S02.04AR LEVEL 4 ELEVATED SLAB REINF. PLAN - PART A
S02.04A LEVEL 4 ELEVATED SLAB PLAN - PART A
S02.03CR LEVEL 3 ELEVATED SLAB REINF. PLAN - PART C
S02.03C LEVEL 3 ELEVATED SLAB PLAN - PART C
S02.03BR LEVEL 3 ELEVATED SLAB REINF. PLAN - PART B
S02.03B LEVEL 3 ELEVATED SLAB PLAN - PART B
S02.03AR LEVEL 3 ELEVATED SLAB REINF. PLAN - PART A
S02.03A LEVEL 3 ELEVATED SLAB PLAN - PART A
S02.02C LEVEL 2 ELEVATED SLAB PLAN - PART C
S02.02B LEVEL 2 SLAB/FOUNDATION PLAN - PART B
S02.02A LEVEL 2 ELEVATED SLAB PLAN - PART A
S02.01C FOUNDATION PLAN - PART C
S02.01B FOUNDATION PLAN - PART B
S02.01A FOUNDATION PLAN - PART A
S01.61 MASONRY DETAILS
S01.42 ELEVATED SLAB DETAILS
S01.41 TYPICAL ELEVATED SLAB DETAILS
S01.21 CONCRETE COLUMN DETAILS
S01.12 FOUNDATION DETAILS
S01.11 TYPICAL FOUNDATION DETAILS
S00.03 COUNTY SPECIAL INSPECTIONS FORMS
S00.02 GENERAL SCHEDULES AND SPECIAL INSPECTIONS
S00.01 DESIGN CRITERIA AND STRUCTURAL SPECIFICATIONS
SHEET NO. SHEET NAME
SHEET INDEX - STRUCTURAL
TOTAL DRAWINGS ISSUED: 14
C8-00 REQUIRED PLANTING PLAN
C7-10 UTILITY DETAILS
C7-00 UTILITY PLAN
C6-10 STORM DETAILS
C6-01 STORM PROFILES
C6-00 STORMWATER PLAN
C5-00 OVERALL GRADING PLAN
C4-01 PRODUCT SCHEDULE
C4-00 MATERIALS PLAN
C3-01 EROSION CONTROL PH 2
C3-00 EROSION CONTROL PH 1
C2-00 DEMOLITION PLAN
C1-10 OVERALL SITE PLAN
C1-00 COVER
SHEET NO. SHEET NAME
DRAWING INDEX - CIVIL
AB.ANCHOR BOLT
ABV.ABOVE
ACT.ACOUSTICAL TILE
ADH.ADHESIVE
ADJ. ADJUSTABLE
A.F.F ABOVE FINISH FLOOR
ALUM.ALUMINUM
ALT.ALTERNATE
APPROX.APPROXIMATELY
ARCH.ARCHITECT/ARCHITECTURAL
ASHP.ASPHALT
AVG.AVERAGE
BALC.BALCONY
BD.BOARD
BDRM.BEDROOM
BLDG.BUILDING
BLKG.BLOCKING
BM. BEAM
BRK.BREAK
B.O.BOTTOM OF
BRNG.BEARING
BSMT.BASEMENT
B.T.U./HR.BRITISH THERMAL UNIT/OUR
BF.BI-FOLD
C. CELSIUS
CAB.CABINET
C.F.M.CUBIC FEET OF AIR PER MINUTE
C.I.P.CAST-IN-PLACE
C.I.S.CONTINUOUS INSULATION SYSTEM
C.J.CONTROL JOINT
C.L.CENTER LINE
CLO.CLOSET
CLG.CEILING
C.M.U CONCRETE MASONRY UNIT
COL. COLUMN
COMP.COMPOSITION
CONC.CONCRETE
CONST.CONSTRUCTION
CONT.CONTINUOUS
CORR.CORRIDOR
CPT.CARPET
C.T.CERAMIC TILE
DEG.DEGREE
D.F.DRINKING FOUNTAIN
DIA.DIAMETER
DIM.DIMENSION
DN.DOWN
DR.DOOR
D.S.DOWN SPOUT
DWGS.DRAWINGS
EA.EACH
E.F.EXHAUST FAN
E.J.EXPANSION JOINT
EL.ELEVATION
ELEC.ELECTRICAL
ELEV.ELEVATOR
E.O.C.END OF CARPET
EQ.EQUAL
EQUIP.EQUIPMENT
E.W.EACH WAY
E.W.C.ELECTRICAL WATER COOLER
E.W.H ELECTRIC WATER HEATER
EXIST.EXISTING
EXP.EXPANSION
EXT.EXTERIOR
F.FAHRENHEIT
FAB.FABRICATE
F.A.C FIRE ALARM CABINET
F.B.O.FURNISHED BY OTHER
F.C.FIRE CODE
F.D.FLOOR DRAIN
FDN FOUNDATION
F.E.FIRE EXTINGUISHER
F.E.C.FIRE EXTINGUISHER CABINET
F.F.FINISH FLOOR
F.F.E.FINISH FLOOR ELEVATION
FIN.FINISH
FLASH.FLASHING
FLOUR.FLUORESCENT
FLR.FLOOR
F.O.F.FACE OF FINISH
F.P.FIRE PLACE
F.P.M.FOOT/MINUTE
FT.FOOT/FEET
FTG.FOOTING
FURN.FURNISHED
FURR.FURRING
FMG.FRAMING
FR.FRAME
GALV.GALVANIZED
GA.GAUGE
GEN.GENERAL
G.C.GENERAL CONTRACTOR
G.B GRAB BAR
GL.GLASS
G.P.M.GALLONS PER MINUTE
GR.GRADE
GYPBD.GYPSUM BOARD
HC.HANDICAPPED
HD. HT. HEAD HEIGHT
HDR.HEADER
HDW.HARDWARE
H.M.HOLLOW METAL
HORIZ.HORIZONTAL
H.P.HORSE POWER
HR.HOUR
HT.HEIGHT
H.V.A.C.HEATING, VENTILATION, & AIR CONDITIONING
HWD.HARDWARE
HZ.HERTZ
I.D.INSIDE DIAMETER
IN.INCH
INSUL.INSULATION
INT.INTERIOR
JAN.JANITOR
JB.JAMB
JST.JOIST
JT.JOINT
KIT.KITCHEN
L.LIGHT
LAM.LAMINATE
LAV.LAVATORY
MAS.MASONRY
MAT.MATERIAL
MAX.MAXIMUM
M.C.MEDICINE CABINET
M.D.MASONRY DIMENSION
M.D.O.MEDIUM DENSITY OVERLAY
MECH.MECHANICAL
MFR.MANUFACTURER
MIN.MINIMUM
MISC.MISCELLANEOUS
M.M.MOLDED MASONITE
M.O.MASONRY OPENING
MTD.MOUNTED
MTL METAL
M.W.W.T.METAL WITH WOOD TRIM
N.NORTH
NAT.NATURAL
N/A NOT APPLICABLE
N.I.C NOT IN CONTRACT
NO.NUMBER
NOM.NOMINAL
N.T.S NOT TO SCALE
O.C.ON CENTER
O.C.E.W ON CENTER EACH WAY
O.D.OUTSIDE DIAMETER
O.H.D OVER HEAD DOOR
OPG.OPENING
OPP.H.OPPOSITE HAND
O.S.B ORIENTED STRAND BOARD
PR.PAIR
PART.PARTITION
PC.PRE-CAST
PL.PLATE
PLAS.LAM.PLASTIC LAMINATE(PL.)
PLYWD.PLYWOOD.
PNT.PAINT(ED)
PREFAB.PRE-FABRICATED
P.S.F.POUND PER SQUARE FOOT
P.S.I.POUND PER SQUARE INCH
P.T.PRESSURE TREATED
P.T.D PAPER TOWEL DISPENSER
PVMT.PAVEMENT
Q.T.QUARRY TILE
QTY.QUANTITY
R.RADIUS OR RISER
R.D.ROOF DRAIN
R & S ROD & SHELF
RECPT.RECEPTION
REF.REFRIGERATOR
REINF.REINFORCING
REQ'D REQUIRED
REV.REVISION
R.H.RIGHT HAND
RM.ROOM
R.O.ROUGH OPENING
R.O.W RIGHT OF WAY
RSTRM.RESTROOM
S.SPECIFIED OR SPECIFICATION
S.A.B.SOUND ATTENUATION BLANKET
S.C.W.D SOLID CORE WOOD DOOR
SCHED.SCHEDULE
S.D.SOAP DISH
SECT.SECTION
S.F.SQUARE FOOT.(FEET)
S.F.E.SUB FLOOR ELEVATION
S.H.SHOWER HEAD
SHT.SHEET
SIM.SIMILAR
SPEC.SPECIFICATION
SQ.SQUARE
S.R.SHOWER ROD
S.R.O.SHEET ROCK OPENING
S.T.C SOUND TRANSMISSION CLASS
STD.STANDARD
STL.STEEL
STOR.STORAGE
STRUC.STRUCTURAL
SUSP.SUSPENDED
T.THREAD, TILE OR TOP
T.O.S.TOP OF SLAB
T/-TOP OF _
T+G TONGUE AND GROOVE
T.C.TOP OF CURB
T.B.TOWEL BAR
TEL.TELEPHONE
TEMP.TEMPERATURE
THK.THICK
THR.THRESHOLD
T.W.TOP OF WALL
TYP.TYPICAL
U.L.UNDERWRITERS LABORATORIES
U.N.O UNLESS NOTED OTHERWISE
UR.URINAL
V.C.T VINYL COMPOSITION TILE
VERT VERTICAL
VEST.VESTIBULE
VIN.VINYL
V.W.C.VINYL WALL COVERING
W.WEST OR WIDTH
WD.WOOD
W.I.C WALK IN CLOSET
WT.WEIGHT
W.W.F.WELDED WIRE FABRIC
W.W.M.WELDED WIRE MESH
W.W.W.T.WOOD WITH WOOD TRIM
@ AT
&AND
#POUND, NUMBER
OWNER
1. THE OWNER SHALL OBTAIN AND PAY FOR THE GENERAL BUILDING PERMITS AND IMPACT FEES. THESE PERMITS SHALL BE PROVIDED TO THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
2. THE OWNER SHALL APPROVE ALL MATERIAL FINISH AND COLOR SELECTIONS, VIA CONTRACTOR SUBMITTED SHOP DRAWINGS, PRIOR TO
ORDERING AND INSTALLATION FOR ANY EQUIPMENT.
3. THE OWNER SHALL COORDINATE AND SECURE AN AGREEMENT FOR ACCESS TO SITE CONSTRUCTION, STAGING AREA, AND STORAGE AREAS.
CONTRACTOR
1. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND OWNER, IN WRITING, AND SHALL HAVE RESOLVED AND DOCUMENTED, IN
WRITING, PRIOR TO CONTINUING WITH THE WORK IN QUESTION IF THERE ARE:
A. ANY ERRORS, OMISSIONS, DISCREPANCIES, CONFLICTS, OR INCONSISTENCIES ON THESE CONTRACT DOCUMENTS.
B. ANY VARIATION OR AMBIGUITIES BETWEEN THESE DRAWINGS AND ACTUAL SITE AND CONSTRUCTION CONDITIONS AND/OR
REQUIREMENTS.
C. DISCREPANCIES AND/OR UNCERTAINTIES AS TO WHAT MATERIAL OR PRODUCT IS TO BE USED.
2. THE CONTRACTOR SHALL NOT RELY SOLELY ON THE ELECTRONIC VERSIONS OF THE PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE
OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY THE LOCATION OF PROJECT FEATURE DIMENSIONS IN ACCORDANCE WITH THE HARD
COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR:
A. COORDINATION OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES REQUIRED FOR SAFE EXECUTION
OF EFFICIENT AND ORDERLY INSTALLATION OF EACH PART OF WORK TO BE COMPLETED.
B. INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.
4. THE CONTRACTOR SHALL:
A. OBTAIN AND PAY FOR ALL OTHER PERMITS, CERTIFICATIONS AND APPROVALS REQUIRED IN CONNECTION WITH ALL WORK UNDER
CONTRACT DOCUMENTS THAT ARE NOT PROVIDED BY THE OWNER.
B. SURVEY THE PROJECT AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS. VERIFY ALL SITE DIMENSIONS ON CIVIL DRAWINGS,
EXISTING CONSTRUCTION GRADES AND UTILITIES ON PROJECT AT PROJECT SITE PRIOR TO BEGINNING PROJECT.
C. EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT DOCUMENTS AND SCOPE OF WORK IN THEIR ENTIRETY. ALL ITEMS INDICATED ON
ANY DRAWING SHALL BE INCLUDED AS A COMPLETE SYSTEM, UNLESS NOTED OTHERWISE.
D. ALL COSTS SUBMITTED SHALL BE BASED ON THOROUGH KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRED.
E. INSURE THAT ALL AREAS ON THE ACCESSIBLE ROUTE THROUGHOUT THE SITE MEET THE REQUIREMENTS OF THE APPLICABLE
ACCESSIBILITY CODES. COORDINATE BETWEEN CIVIL AND ARCHITECTURAL PLANS.
F. VERIFY ALL DIMENSIONS IN THE FIELD, AND COORDINATE WORK BETWEEN ALL TRADES.
G. PAINT ALL SURFACES WHICH REQUIRE PROTECTION FROM THE ELEMENTS WITH THE APPROPRIATE PAINT, INCLUDING NECESSARY PRIMER
COATS AND BACK PRIMING.
H. SEAL WITH THE APPROPRIATE TYPE OF SEALANT, AND FLASH AT ALL LOCATIONS NECESSARY TO PREVENT PENETRATION OF MOISTURE AT
TRANSITIONS OF DISSIMILAR MATERIALS TO INCLUDE, BUT ARE NOT LIMITED TO:
a. FLASHING:
• CONTINUOUS 25 MIL MEMBRANE FLASHING TO ALL INSIDE AND OUTSIDE WALL CORNERS.
• FLASHING SHALL BE INSTALLED AROUND ALL WINDOW OPENINGS, ROOF OPENINGS, AND AT THE INTERSECTION OF CHIMNEYS,
WOOD CONSTRUCTION, AND FRAME WALLS. SEAL AND MAKE WEATHER-TIGHT.
b. AIR IMPERMEABLE SEALANT:
• CONTINUOUS AT ALL EXTERIOR JOINTS AROUND WINDOW FRAMES, DOOR FRAMES, BETWEEN WALL CAVITIES, BETWEEN WALL AND
FOUNDATION, BETWEEN WALL AND ROOF, BETWEEN WALL AND PANELS, ALL PENETRATIONS AND UTILITIES THROUGH WALLS AND
ROOFS, BETWEEN ALL DISSIMILAR MATERIALS, AND ALL OTHER OPENINGS IN BUILDING ENVELOPE.
• PLUMBING & WIRING PENETRATIONS IN ENVELOPE.
• SOLE PLATES AT EXTERIOR SLAB ON GRADE
c. WEATHERSTRIP:
• CONTINUOUS AT ALL EXTERIOR DOORS & WINDOWS.
• CONTINUOUS AT ALL ATTIC ACCESSES IN CONDITIONED AREAS.
• CONTINUOUS AT INTERIOR DOOR OPENINGS INTO UNTREATED SPACE.
d. ALL EXTERIOR WORK SHALL BE INSTALLED IN WEATHER TIGHT MANNER AS REQUIRED.
I. EMPLOY, AS REQUIRED BY GOVERNING AUTHORITIES, AN APPROVED TESTING LABORATORY TO MAKE ALL TESTS FOR CONCRETE, SOIL
COMPACTION AND WELDING TO INSURE COMPLIANCE WITH PLANS, STANDARDS AND CODES. REFER TO CONCRETE SPECIFICATION FOR
FREQUENCY OF TESTING REQUIRED. THESE COSTS SHALL BE INCLUDED IN THE CONTRACT.
J. FIELD VERIFY ALL ROUGH OPENINGS.
K. FULLY GUARANTEE THE WORK AND EQUIPMENT FOR ONE (1) YEAR FROM THE DATE OF FINAL PAYMENT AND ACCEPTANCE FROM ALL
SUBCONTRACTORS AND MATERIAL SUPPLIERS.
L. REMOVE RUBBISH FROM PREMISES AS OFTEN AS NECESSARY OR AS DIRECTED. ALL WORK AND EQUIPMENT SHALL BE CLEANED TO THE
SATISFACTION OF THE OWNER BEFORE TURNING SAME OVER TO THE OWNER.
M. INSPECT, REPAIR AND PREPARE FLOORS AS REQUIRED TO PROVIDE A SATISFACTORY SUB-FLOOR FOR FLOOR FINISH MATERIALS.
SATISFACTORY SUB-FLOOR IS DEFINED AS A SURFACE THAT IS FREE FROM CRACKS, HOLES, RIDGES, COATINGS, OR DEFECTS THAT
WOULD PREVENT ADHESIVE BOND OR IMPAIR PERFORMANCE OR APPEARANCE OF FINISHED MATERIALS.
N. UPON COMPLETION OF THE WORK, REMOVE ALL TOOLS, EQUIPMENT, TEMPORARY PROTECTION, AND EXCESS MATERIALS FROM THE SITE.
CLEAN / POLISH ALL HARDWARE AND FIXTURES. CLEAN / REMOVE ALL PAINT DRIPS / SPLATTERS AND STAINS. REMOVE ALL APPLIANCE
PROTECTIONS AND LEAVE INTERIOR AREAS BROOM CLEAN, FREE OF STAINS, FILM AND FOREIGN SUBSTANCES.
O. BRING TO THE ATTENTION OF THE OWNER ANY MATERIAL SUSPECTED OF BEING HAZARDOUS WHILE ENCOUNTERED DURING EXECUTION
OF THE WORK. A DETERMINATION WILL BE MADE BY THE OWNER AS TO WHETHER THE CONTRACTOR SHALL PERFORM TESTS TO
DETERMINE IF THE MATERIAL IS HAZARDOUS.
5. THE CONTRACTOR SHALL PROVIDE AND INSTALL:
A. ALL NECESSARY FLASHING INCLUDING (BUT NOT LIMITED TO) THROUGH FLASHING, STEP FLASHING, COUNTER FLASHING, CAP FLASHING,
BASE FLASHING, AND FLEXIBLE FLASHING, WHERE NECESSARY, TO ENSURE A WATER TIGHT BUILDING.
B. CONTINUOUS METAL CORNER BEADS AT ALL GYPSUM BOARD EXTERIOR CORNERS FROM FLOOR TO CEILING.
C. CONTINUOUS METAL 'L' BEADS AT ALL EXPOSED GYPSUM BOARD EDGES FROM FLOOR TO CEILING.
D. ALL LOCKING DEVICES, SECURITY DEVICES, AND GLASS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS AND
REQUIREMENTS.
E. AN INSULATION AND VAPOR BARRIER THAT IS CONTINUOUS AT WALLS, CEILINGS, AND FLOOR SURFACES AT ALL OCCUPIED SPACES
EXPOSED TO NON-TEMPERED AREAS.
6. THE CONTRACTOR SHALL PROTECT:
A. MATERIALS WHICH ARE SENSITIVE TO DETERIORATION.
B. THE REQUIRED PROTECTION OVER SHEAR WALLS AT ALL RATED WALLS AS APPROVED BY THE BUILDING OFFICIAL.
C. ALL EXISTING TREES, AS NOTED TO REMAIN ON CIVIL PLANS, SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION BY BOXING OR
OTHER OWNER APPROVED MEANS.
D. ALL EXISTING WORK, UTILITIES, CONDUIT, PIPING, EQUIPMENT, AND/OR ADJACENT AREAS NOT SHOWN TO BE ALTERED OR REMOVED FROM
DAMAGE DURING EXECUTION OF THE WORK. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE FOR, AND SHALL REPAIR TO EXISTING
CONDITIONS, DAMAGE TO EXISTING CONSTRUCTION, EQUIPMENT, OR IMPROVEMENTS NOT INDICATED IN THE DRAWINGS SPECIFICATIONS
TO RECEIVE ALTERATIONS, ADDITIONS, OR REMOVAL.
E. EXISTING SURFACE STREET AND SURFACE PARKING AREAS IN A CLEAN CONDITION AND PROVIDE ADEQUATE MEANS TO CLEAN TRUCKS
AND OTHER EQUIPMENT.
7. THE CONTRACTOR SHALL PROVIDE FULL SCALE, WOOD FRAMED MOCK-UP WITH ACCURATE DETAILS OF CONSTRUCTION. THE APPROXIMATE
SIZE SHALL BE: 20' LONG X 10' HIGH.
A. MOCK UP SHALL INCLUDE: 1 DOOR, 2 WINDOWS, CEMENTITIOUS PANEL, BRICK, METAL PANEL, METAL RAILING, ROOF MATERIAL.
B. THE LOCATION OF THE MOCK-UP ON THE SITE TO BE APPROVED BY OWNER AND CONTRACTOR.
GENERAL
1. THERE SHALL BE NO DEVIATION FROM SPECIFICATIONS WITHOUT THE WRITTEN APPROVAL OF THE OWNER, ARCHITECT, AND/OR ENGINEER
2. QUANTITIES INDICATED ON THE PLANS ARE PROVIDED FOR THE BENEFIT OF THE CONTRACTOR, BUT SHOULD NOT BE ASSUMED TO ALWAYS BE
CORRECT. IN THE EVENT OF DISCREPANCY, THE PLAN TAKES PRECEDENCE OVER THE QUANTITY INDICATED. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR HIS OWN QUANTITY CALCULATIONS AND THE LIABILITY PERTAINING TO THOSE QUANTITIES AND ANY OTHER RELATED
CONTRACT DOCUMENTS AND/OR PRICE QUOTATIONS
3. “TYPICAL”MEANS THE REFERENCED DETAIL SHALL APPLY FOR ALL SIMILAR CONDITIONS UNLESS OTHERWISE NOTED.
4. ALL MATERIALS SHALL BE NEW AND SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS AND/OR
RECOMMENDATIONS.
5. ROOFING SHALL BE CLASS -B OR BETTER, INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
6. INSULATE ALL EXTERIOR WALLS & CONDITIONED SPACES W/ KRAFT FACED FIBERGLASS, UNLESS NOTED OTHERWISE, INSULATION. FRICTION
FIT IS NOT ACCEPTABLE TO MEET REQUIRED ENERGY EFFICIENCY STANDARD.
7. FIELD MODIFICATION TO WORK IN PLACE MUST COMPLY WITH THE CUTTING AND PATCHING REQUIREMENTS.
8. GYPSUM WALL BOARD SHALL BE:
A. INSTALLED IN CONFORMANCE WITH THE GYPSUM ASSOCIATION'S RECOMMENDED PRACTICES FOR THICKNESS, NAILING, TAPING, AND STUD
SPACING.
B. 5/8" TYPE "X" MADE IN USA. WITH MATERIAL SOURCE IN THE U.S.A.
C. WATER-RESISTANT GYPSUM BOARD AT KITCHEN/TOILET BACKSPLASHES, AND LAUNDRY WET WALLS.
9. FILL ALL CONTROL JOINTS WITH TRAFFIC SEALANT AND EXPANSION JOINTS WITH EXPANSION JOINT SYSTEM IN PARKING DECK
10. SIZE AND LOCATION OF ALL FLOOR OPENINGS TO BE VERIFIED WITH TRADE AFFECTED BEFORE WORK. PATCH AND SEAL ALL PENETRATIONS IN
FLOOR TO COMPLY WITH APPLICABLE BUILDING AND/ OR FIRE CODES.
11. MAXIMUM FLAME SPREAD RATING ON ALL INTERIOR FINISH MATERIALS SHALL NOT BE GREATER THAN THE REQUIREMENTS SPECIFIED IN IBC &
NFPA 101.
SITE
1. ALL SITEWORK AND LANDSCAPING SHALL BE ESTABLISHED AND DESIGNED BY OTHERS (THAN THE ARCHITECT).
2. ALL WORK AND EQUIPMENT SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER BEFORE TURNING SAME OVER TO OWNER.
3. STORE MATERIALS IN SPACES DESIGNATED BY OWNER.
4. REFER TO CIVIL DRAWINGS FOR DIMENSIONAL CONTROL PLAN AND GRADING, FIRE HYDRANT LOCATIONS, AND CURB CUTS.
5. REFER TO LANDSCAPING DRAWINGS FOR LOCATION OF SIDEWALKS AND DETAILS.
6. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR SITE DETAILS.
7. REFER TO ELECTRICAL AND LANDSCAPING DRAWINGS FOR EXTERIOR BUILDING LIGHTING AND TRANSFORMER LOCATIONS.
STRUCTURAL / FRAMING
1. DIMENSIONS:
A. ALL DIMENSIONS ON PLANS ARE TO FACE OF STRUCTURE/STUD UNLESS OTHERWISE NOTED.
B. ALL ANGLED WALLS ARE 45 DEGREES UNLESS NOTED OTHERWISE.
C. DOOR LOCATIONS NOT DIMENSIONED SHALL BE LOCATED AT MIDPOINT OF WALL OR 4" CLEAR OF ROOM, FROM ADJACENT WALL CORNER,
TYPICAL IF CLEARANCE ALLOWS.
D. DOORS AND WINDOWS ARE DIMENSIONED TO THE CENTERLINE OF THE ELEMENT U.N.O.
2. STRUCTURAL AND FIRE RESISTIVE INTEGRITY IS TO BE MAINTAINED AT ALL PENETRATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF
GOVERNING CODES AND AUTHORITIES.
3. SEE STRUCTURAL DRAWINGS FOR SHEAR WALL & NAILING PATTERN TABLE FOR GYPSUM WALL BOARD.
4. WIND BRACE WALLS PER STRUCTURAL DRAWINGS AND PER BUILDING-CODE.
5. FLOOR TOLERANCE: IN LAYING OUT AND DETAILING THE WORK TO BE COMPLETED CONSIDERATION SHALL BE GIVEN TO VARIATIONS IN THE
FLOOR LEVEL RESULTING FROM CONSTRUCTION QUALITY AND LIVE AND DEAD LOADS IMPOSED ON THE STRUCTURE. FIELD VERIFICATION
SHALL BE MADE OF CONDITIONS TO VERIFY CONSTRUCTION TOLERANCES.
6. ALIGNMENT OF DOOR HEADS AND OTHER HORIZONTAL ELEMENTS SHALL BE MAINTAINED AT A CONSTANT LEVEL AND SHALL NOT FOLLOW
VARIATIONS IN FLOOR PLANE.
7. ALL WOOD SILLS IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED AND HAVE A CONTINUOUS SILL SEALER. PROVIDE TERMITE
SHIELDS AT CONCEALED UNDER FLOOR SPACES.
8. ALL CHIMNEYS SHALL TERMINATE 2'-0" MINIMUM HEIGHT ABOVE A POINT MEASURED 10'-0 HORIZONTALLY FROM THE NEAREST BUILDING OR
ROOF.
9. LUMBER / WALLS:
A. COORDINATE LOCATION, CONSTRUCTION AND DETAIL OF LOAD BEARING WALLS BEFORE WORK
B. ALL LUMBER SHALL BE GRADE MARKED.
C. O.S.B. IS AN ACCEPTABLE SUBSTITUTE FOR PLYWOOD EXCEPT WHERE SPECIFIED BY STRUCTURAL ENGINEER.
D. STUD WALLS ARE DIMENSIONED 3-1/2", 5-1/2", OR 7-1/4", UNLESS NOTED OTHERWISE.
E. PARTY WALLS ARE DIMENSIONED 8" (3-1/2" + 1" + 3-1/2")
F. PLUMBING WALLS SHALL BE FRAMED WITH 2X6 OR 2X8 STUDS, UNLESS NOTED OTHERWISE.
G. REFER TO UNIT PLANS FOR LOCATION OF 2X6 WALLS.
H. REFER TO STRUCTURAL DRAWINGS FOR UNUSUAL OR SPECIAL FRAMING CONDITIONS
I. WATER RESISTANT 1/2" CERAMIC TILE BACK BOARD SHALL BE INSTALL IN BOTH TUB AND SHOWER SURROUNDS, UNLESS NOTED
OTHERWISE.
J. ALL PENETRATIONS IN GYPSUM DRYWALL CONSTRUCTION SHALL BE SEALED WITH JOINT COMPOUND OR APPROVED ACOUSTICAL
SEALANT TO PREVENT SOUND LEAKAGE.
K. ALL CAVITY OR CONCEALED SPACES SHALL BE DRAFT STOPPED & FIRE BLOCKED.PROVIDE BLOCKING FOR ALL CABINETS, CEILING FANS,
AND BATH ACCESSORIES. INCLUDE BLOCKING FOR GRAB BARS AT ALL LOCATIONS.
10. PATIOS AND BALCONIES SHALL BE SLOPED MIN. 1/4" PER 1'-0"" IN DIRECTION INDICATED OR TO OUTERMOST EDGE OF BUILDING STRUCTURE.
11. ALL EXPOSED MATERIALS FOR BALCONIES, PATIOS, SOFFITS, OVERHANGS ETC. SHALL BE APPROVED EXTERIOR GRADE.
12. BALCONY AND PATIO SUPPORTS VARY ACCORDING TO THE EXTERIOR ELEVATIONS. SEE ELEVATIONS FOR LOCATION OF BRICK PIER, STONE
PIER, POLY COLUMN OR RAILINGS AT BALCONIES.
13. PROVIDE GALVANIZED METAL ANCHOR FOR WOOD POSTS BEARING DOWN ON CONCRETE SLABS, UNLESS NOTED OTHERWISE.
14. ALL CONCRETE WORK SHALL CONFORM TO ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND THAT DESIGN IS
BASED ON ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE”AND ACI 318.1. “CONCRETE TEST REPORTS”WILL BE
AVAILABLE ON JOB SITE IN CONSTRUCTION TRAILER.
15. ALL FRAMING TO BE IN CONFORMANCE WITH THE NATIONAL FOREST PRODUCTS "MANUAL FOR HOUSE FRAMING."
16. FIREBLOCKING SHALL BE PROVIDED TO FORM EFFECTIVE FIRE BARRIERS BETWEEN STORIES AND BETWEEN A STORY AND ROOF SPACE.
WHERE FIREBLOCKS ARE WOOD, THEY SHALL NOT BE LESS THAN A NOMINAL TWO INCHES IN THICKNESS. FIRESTOPS SHALL BE LOCATED IN
EXTERIOR AND INTERIOR WALLS, PARTITIONS AT CEILING AND FLOOR LEVELS.
MECHANICAL, ELECTRICAL, AND PLUMBING
1. ALL PLUMBING CHASES ARE TO EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE, UNLESS NOTED OTHERWISE.
2. WHERE ELECTRICAL, MECHANICAL, AND/OR OTHER WALL MOUNTED DEVICES OCCUR AT THE SAME LOCATION BUT DIFFERENT HEIGHTS, THEY
SHALL BE CENTERED ABOVE EACH OTHER.
3. WATER SERVICE SHALL NOT BE PLACED IN CONCEALED SPACES OUTSIDE OF THE CONDITIONED BUILDING ENVELOPE (BREEZEWAY OR PATIO
FLOOR SPACES OR ATTICS).
4. PENETRATIONS AND FIXTURES TO ALIGN VERTICALLY FROM FLOOR TO FLOOR.
5. PROVIDE SUPPORT/REINFORCEMENT TO ACCOMMODATE WALL MOUNTED EQUIPMENT INCLUDING SUPPORT OF FUTURE GRAB BARS IN ALL
BATHROOMS AS REQUIRED BY ADA AND/OR FAIR HOUSING ACT.
6. COORDINATE LOCATION AND/OR ELEVATION OF FLOOR DRAINS, REGISTERS, GRILLES, LOUVERS CONVECTORS, PANELS, ETC. WITH
MECHANICAL AND ELECTRICAL CONTRACTORS
7. FIRE PROTECTION SYSTEM SHALL BE DESIGNED BY THE FIRE PROTECTION CONTRACTOR.
A. PROVIDE COMPLETE DESIGN AND SHOP DRAWINGS FOR FIRE SPRINKLER SYSTEM.
B. PROVIDE FOR ALL STATE AND LOCAL SUBMITTALS AND/OR APPROVALS FOR QUICK RESPONSE SPRINKLER SYSTEM.
C. ALL SPRINKLER PIPING SUBJECT TO FREEZING SHALL BE DRY-TYPE SYSTEMS WHERE PERMITTED.
8. VENT DRYERS TO OUTSIDE. SEE MECHANICAL DRAWINGS.
9. ALL OUTLETS @ KITCHEN SINK & BATH LAVATORY COUNTERS TO BE GFCI.
10. MECHANICAL DUCTWORK TO BE SEPARATED FROM ELECTRICAL PANELS.
11. SMOKE DETECTORS SHALL NOT BE PLACED IN FRONT OF EXHAUST GRILLS.
12. SMOKE DETECTORS SHALL BE CONTINUOUSLY BE POWERED BY BUILDING ELECTRICAL SYSTEM AND INSTALLED IN ACCORDANCE WITH NFPA
AND IBC W/ BATTERY BACK UP.
CODE
1. THE CONTRACTOR SHALL MEET:
A. ALL REQUIREMENTS OF THE BUILDING CODE AND FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, AND REQUIREMENTS, EVEN IF IT
REQUIRES LABOR AND/OR MATERIALS NOT INDICATED ON PLANS.
B. ALL LAWS, ORDINANCES, RULES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION.
C. ALL WORK PERFORMED UNDER, AND IN CONNECTION WITH THESE DRAWINGS SHALL BE IN STRICT COMPLIANCE WITH THE LATEST O.S.H.A
SAFETY AND HEALTH STANDARDS.
D. OPERATING FEATURES SHALL COMPLY WITH IBC AND NFPA WHILE BUILDING IS UNDER CONSTRUCTION.
E. ALL INSTALLED SIGNAGE TO COMPLY WITH 2010 ADA SECTIONS 216 AND 703.
2. PROVIDE ACCESS PANELS AS MANDATED BY LOCAL GOVERNING AUTHORITIES.
3. PROJECT SITE, BUILDINGS AND UNITS SHALL MEET OR EXCEED THE FAIR HOUSING ACCESSIBILITY GUIDELINES AS PUBLISHED IN THE FEDERAL
REGISTER VOLUME 56, NUMBER 44, ON MARCH 6, 1991. THE FOLLOWING ARE ADDRESSED IN MEETING THE GUIDELINES:
A. ACCESSIBLE ENTRANCES/ ACCESSIBLE ROUTES.
B. PUBLIC AND COMMON AREAS MEETING ADA/ANSI AND ADA TITLE II REQUIREMENTS
C. USABLE DOORS
D. ACCESSIBLE ROUTE INTO AND THROUGH THE COVERED UNIT
E. LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTAT, AND ENVIRONMENTAL LOCATIONS
F. GRAB BAR REINFORCEMENT LOCATIONS.
G. USABLE BATHROOMS AND KITCHENS.
4. ALL HANDICAPPED RAMPS SHALL BE BROOM FINISHED PERPENDICULAR TO SLOPE. SLOPE RAMPS AT 1:12 (MAX).
5. NO FRAMING AT ANY TIME IS TO BE CONCEALED PRIOR TO INSPECTION BY GOVERNING AUTHORITIES
6. WHILE BUILDING IS UNDER CONSTRUCTION, OPERATING FEATURES SHALL COMPLY WITH IBC CHAPTER 33 & NFPA 241.
EARTH CONCRETE
STEEL CONCRETE MASONRY
UNITS
WOOD
FINISHES
WOOD-
CONTINUOUS
WOOD-
BLOCKING
INSULATION-
BATTS
PLYWOOD BRICK
GYPSUM-
BOARD
GRAVEL
ALUMINUM INSULATION-
RIGID
GLAZING
(ELEVATION)
INTERIOR ELEVATION
MARKER
EXTERIOR ELEVATION
MARKER
LEVEL HEAD
UNIT TAG
SECTION MARK
CENTERLINE
ENLARGED PLAN MARK
NORTH ARROW
B01DOOR TYPE
W10WINDOW TYPE
WALL TYPE
STRUCTURAL
GRIDLINE BUBBLE
ACCESSIBILITY
SYMBOL
WB1
022
A4-03
3
4
2 1
REFERENCE NUMBER
A3-03
6
7
8 5
REFERENCE NUMBER
SHEET NUMBER
SHEET NUMBER
A6-03
3
REFERENCE NUMBER
SIMILAR DETAIL
SHEET NUMBER
SIM.
N
EW
S
2103
BUILDING
NUMBER
FLOOR
NUMBER
UNIT NUMBER
UNIT #
SHEET #
UNIT TYPE
STOREFRONT TYPE SF01
A2-03
3
REFERENCE NUMBER
SIMILAR DETAIL
SHEET NUMBER
SIM.
55.5
0
CL
BUILDING CONTROL-
GRID BUBBLE
UNIT CENTERLINE
BUBBLE
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:53:50 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA00.06
2247601
GENERAL
NOTES
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCSYMBOLS GRAPHIC REPRESENTATION
ABBREVIATIONS
DATE DESCRIPTION REV
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:53:57 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA00.11
2247601
UNIT MATRIX
AND
SCHEDULES
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCUNIT MIX SUMMARY (ROOMS) - BUILDINGS
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 703.17 SF 69 48,518.40 SF 18.45%
UNIT A2 1 BR / 1 BA 704.35 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710.39 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865.15 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 964.86 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678.05 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730.38 SF 24 17,529.02 SF 6.42%
UNIT A7 1 BR / 1 BA 717.54 SF 15 10,763.03 SF 4.01%
UNIT AD2 1 BR / 1 BA / D 854.46 SF 18 15,380.28 SF 4.81%
UNIT AD2.1 1 BR / 1 BA / D 890.33 SF 8 7,122.61 SF 2.14%
UNIT B1 2 BR / 2 BA 1,036.45 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,022.66 SF 5 5,113.31 SF 1.34%
UNIT B2.1 2 BR / 2 BA 1,024.98 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026.09 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214.34 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,131.57 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,061.47 SF 3 3,184.42 SF 0.80%
UNIT BA1-A 2 BR / 2 BA 1,061.36 SF 2 2,122.72 SF 0.53%
UNIT BA1.1 2 BR / 2 BA 1,051.72 SF 10 10,517.18 SF 2.67%
UNIT S2 STUDIO 610.96 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 537.71 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 538.74 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 626.63 SF 5 3,133.17 SF 1.34%
BUILDING 1: 280 280 236,566.65 SF 74.87%
UNIT A1 1 BR / 1 BA 686.44 SF 12 8,237.28 SF 3.21%
UNIT A6 1 BR / 1 BA 728.59 SF 6 4,371.55 SF 1.60%
UNIT AU1 1 BR / 1 BA 667.80 SF 12 8,013.56 SF 3.21%
UNIT AD2 1 BR / 1 BA / D 891.15 SF 6 5,346.90 SF 1.60%
UNIT A8 2 BR / 2 BA 848.58 SF 6 5,091.49 SF 1.60%
UNIT B2 2 BR / 2 BA 1,070.95 SF 28 29,986.69 SF 7.49%
UNIT BA1 2 BR / 2 BA 1,008.95 SF 16 16,143.14 SF 4.28%
UNIT BA1-A 2 BR / 2 BA 1,010.20 SF 2 2,020.40 SF 0.53%
UNIT C1 2 BR / 2 BA 1,403.09 SF 6 8,418.53 SF 1.60%
BUILDING 2: 94 94 87,629.55 SF 25.13%
Grand total 374 324,196.20 SF 100.00%
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
TOTAL PARKING COUNT BY LEVEL
SPACE TYPE WIDTH LENGTH QUANTITY
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 159
LEVEL 2 167
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 152
LEVEL 3 160
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 147
LEVEL 4 155
ADA 8' - 6" 18' - 0" 2
C 8' - 0" 16' - 0" 6
STND 8' - 6" 18' - 6" 107
VAN 9' - 0" 18' - 6" 2
LEVEL 5 117
Grand total 599
PARKING RATIO:
PARKING COUNT -599
REPLACEMENT SPACES -46
COMMERCIAL SPACES -47
RESIDENTIAL PARKING COUNT -506
UNIT COUNT -374
PARKING PER UNIT -1.35
BICYCLE PARKING:
UNIT COUNT -374
TOTAL BICYCLE PARKING -75
LONG TERM BICYCLE PARKNG -60
SHORT TERM BICYCLE PARKING -15
AMENITY SF
NAME AREA
LEASING/LOBBY 5,207.92 SF
MAIL ROOM 1,318.52 SF
LEVEL 1: 2 6,526.45 SF
GAME ROOM 754.92 SF
LEVEL 4: 1 754.92 SF
AMENITY 1,443.92 SF
FITNESS 1,233.70 SF
LEVEL 6: 2 2,677.62 SF
9,958.99 SF
RETAIL/RESTAURANT
NAME AREA
RESTAURANT 5,532.54 SF
RETAIL 18,180.89 SF
LEVEL 1: 6 23,713.42 SF
23,713.42 SF
DATE DESCRIPTION REV
UL / 85'
The Foundry
Mecklenburg
Mill Creek Residential
704.942.7639
B1
ACT 104' / AGP 79'
601 S Cedar Street, Charlotte, NC
UL / 5 5 / 3
[e-mail]
Mixed-Use Residential over Commercial. Five levels of Type III-A Wood construction (residential / amenity)
over three levels of cast-in-place concrete Type I-A construction (residential / amenity / commercial /
parking). Enclosed parking garage, elevated courtyards on top podium level, including a pool.
+/-375 residential units
, .
Jason Shepard 770.864.1035XXXX [e-mail] Design Studio
Jordan & Skala Engineers
LandDesign
B1 - IA ALL USES
UNLIMITED
-UNLIMITED -
0 0 1
Residential-R2
Residential-R2
-
53,534
17,944
-
-
-
I-A 3 Hr.
III-A 2 Hr.
2 Hr.
2 Hr.
1 Hr.
Fire Partition
3 Hr.
SEE MECHANICAL
DRAWINGS - M0.01
374 0 0
* Per 2018 NCSBC 1004.2 Increased Occupant Load
2 0 0 1
110 02
2
20 00
0
SEE ELECTRICAL
DRAWINGS - E0.01
SEE STRUCTURAL
DRAWINGS - S001
GrossBuilding Area Table
BUILDING 1 New (SQ FT)
TOTAL
ALLOWABLE AREA
Primary OccupancyClassification(s):
Assembly A-1 A-2 A-3 A-4 A-5
Business
Educational
Factory F-1 Moderate F-2 Low
Hazardous H-1 Detonate H-2 Deflagrate H-3 Combust H-4 Health H-5 HPM
Institutional I-1 Condition 1 2
I-2 Condition 1 2
I-3 Condition 1 2 3 4 5
I-4
Mercantile
Residential R-1 R-2 R-3 R-4
Storage S-1 Moderate S-2 Low High-piled
Parking Garage Open Enclosed Repair Garage
Utility and Miscellaneous
Accessory Occupancy Classification(s):
Incidental Uses(Table 509):
Special Uses(Chapter 4 –List Code Sections):
SpecialProvisions:(Chapter 5 –List Code Sections):
Mixed Occupancy:No Yes Separation: _____ Hr.Exception: _____________________
Non-Separated Use (508.3)-
The required type of construction for the building shall be determined by applying the height
and area limitations for each of the applicable occupancies to the entire building. The most
restrictive type of construction, so determined, shall apply to the entire building.
Separated Use (508.4)-
See below for area calculations for each story, the area of the occupancy shall be such that
the sum of the ratios of the actual floor area of each use divided by the allowable floor area
for each use shall
not exceed 1.
+<1
STORY
NO.
DESCRIPTION AND
USE
(A)
BLDG AREA PER
STORY (ACTUAL )
(B)
TABLE 506.24
AREA
(C)
AREA FOR FRONTAGE
INCREASE1,5
(D)
ALLOWABLE AREA PER
STORY OR UNLIMITED 2,3
1 Frontage area increases from Section 506.2 are computed thus:
a.Perimeter which fronts a public way or open space having 20 feet minimum width = _______ (F)
b.Total Building Perimeter = ________ (P)
c.Ratio (F/P) = ___________(F/P)
d.W = Minimum width of public way = ________ (W)
e.Percent of frontage increase If = 100[–0.25] x /30 = ________ (%)
2 Unlimited area applicable under conditions ofSection 507.
3 Maximum Building Area = total number of stories in the building x D(maximum 3 stories)(506.2).
4 The maximum area ofopenparking garages must comply withTable406.5.4. The maximum area of air traffic
control towers must comply withTable412.3.1
5 Frontage increase is based on the unsprinklered area value in Table 506.2.
ALLOWABLE HEIGHT
ALLOWABLE SHOWN ON PLANS CODE REF.
Building Height in Feet (Table 504.3)
Building Height in Stories(Table 504.4)
1 Provide code reference if the “Shown on Plans”quantity is not based on Table 504.3 or 504.4.
FIRE PROTECTION REQUIREMENTS
BUILDING ELEMENT FIRE
SEPARATION
DISTANCE
(FEET)
RATING DETAIL #
AND
SHEET #
DESIGN #
FOR
RATED
ASSEMBLY
SHEET # FOR
RATED
PENETRATION
SHEET #
FOR
RATED
JOINTS
REQ'D PROVIDED
(W/_________*
REDUCTION)
Structural Frame,
including columns, girders,
trusses
Bearing Walls
Exterior
Plan North
Plan East
Plan West
Plan South
Interior
Nonbearing Walls and
Partitions
Exterior walls
North
East
West
South
Interior walls and partitions
Floor Construction
Including supporting beams
and joists
Floor Ceiling Assembly
Columns Supporting Floors
Roof Construction, including
supporting beams and joists
Roof Ceiling Assembly
Columns Supporting Roof
Shaft Enclosures-Exit
Shaft Enclosures-Other
Corridor Separation
Occupancy/Fire Barrier Separation
Party/Fire Wall Separation
Smoke Barrier Separation
Smoke Partition
Tenant/ Dwelling Unit/
Sleeping Unit Separation
Incidental Use Separation
*Indicate section number permitting reduction
PERCENTAGE OF WALL OPENING CALCULATIONS
FIRE SEPARATION DISTANCE
(FEET)FROM PROPERTY LINES
DEGREE OF OPENINGS
PROTECTION
(TABLE 705.8)
ALLOWABLE AREA
(%)
ACTUAL SHOWN ON PLANS
(%)
LIFE SAFETY SYSTEM REQUIREMENTS
Emergency Lighting: No Yes
Exit Signs:No Yes
Fire Alarm: No Yes
Smoke Detection Systems:No Yes Partial _______
Panic Hardware: No Yes
LIFE SAFETY PLAN REQUIREMENTS
Life Safety Plan Sheet #: __________________________________
Fire and/or smoke rated wall locations (Chapter 7)
Assumed and real property line locations(if not on the site plan)
Exterior wall opening area with respect to distance to assumed property lines(705.8)
Occupancy Use for each area as it relates to occupant load calculation(Table 1004.1.2)
Occupant loads for each area
Exit access travel distances (1017)
Common path of travel distances (Tables 1006.2.1 & 1006.3.2(1))
Dead end lengths (1020.4)
Clear exit widths for each exit door
Maximum calculated occupant load capacity each exit door can accommodate based on egress width (1005.3)
Actual occupant load for each exit door
A separate schematic plan indicating where fire rated floor/ceiling and/or roof structure is provided for
purposes of occupancy separation
Location of doors with panic hardware (1010.1.10)
Location of doors with delayed egress locks and the amount of delay(1010.1.9.7)
Location of doors with electromagnetic egress locks (1010.1.9.9)
Location of doors equipped with hold -open devices
Location of emergency escape windows (1030)
The square footage of each fire area (202)
The square footage of each smoke compartment for Occupancy Classification I-2 (407.5)
Note any code exceptions or table notes that may have been utilized regarding the items above
ACCESSIBLE DWELLING UNITS
(SECTION 1107)
TOTAL
UNITS
ACCESSIBLE
UNITS
REQUIRED
ACCESSIBLE
UNITS
PROVIDED
TYPE A
UNITS
REQUIRED
TYPE A
UNITS
PROVIDED
TYPE B
UNITS
REQUIRED
TYPE B
UNITS
PROVIDED
TOTAL
ACCESSIBLE UNITS
PROVIDED
ACCESSIBLE PARKING
(SECTION 1106)
LOT OR PARKING
AREA
TOTAL #OF PARKING SPACES #OF ACCESSIBLE SPACES PROVIDED TOTAL #
ACCESSIBLE
PROVIDED
REQUIRED PROVIDED REGULAR WITH
5'ACCESS AISLE
VAN SPACES WITH
132”ACCESS
AISLE
8'ACCESS
AISLE
TOTAL
PLUMBING FIXTURE REQUIREMENTS
(TABLE 2902.1)
USE WATERCLOSETS URINALS LAVATORIES SHOWERS
/TUBS
DRINKING FOUNTAINS
MALE FEMALE UNISEX MALE FEMALE UNISEX REGULAR ACCESSIBLE
SPACE
REQUIRED
PROVIDED
SPECIAL APPROVALS
Special approval:
_______________________________________________________________________________________
_______________________________________________________________________________________
BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS
STRUCTURAL DESIGN
(PROVIDE ON THESTRUCTURAL SHEETS IF APPLICABLE)
DESIGN LOADS:
Importance Factors: Snow (IS)_________
Seismic (IE)_________
Live Loads:Roof _________ psf
Mezzanine _________ psf
Floor _________ psf
Ground Snow Load: _________ psf
Wind Load:Basic Wind Speed _________ mph (ASCE-7)
Exposure Category _________
SEISMIC DESIGN CATEGORY:A B C D
Provide the following Seismic Design Parameters:
Risk Category (Table 1604.5)I II III IV
Spectral Response Acceleration SS_________ %g S1_________ %g
SiteClassification (ASCE 7)A B C D E F
Data Source:Field Test Presumptive Historical Data
Basic structural system Bearing Wall Dual w/Special Moment Frame
Building Frame Dual w/Intermediate R/C or Special Steel
Moment Frame Inverted Pendulum
Analysis Procedure:Simplified Equivalent Lateral Force Dynamic
Architectural, Mechanical, Components anchored?Yes No
LATERAL DESIGN CONTR OL:Earthquake Wind
SOIL BEARING CAPACIT IES:
Field Test (provide copy of test report)___________________psf
PresumptiveBearing capacity ___________________psf
Pile size, type, and capacity ______________________________________
BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS
MECHANICAL DESIGN
(PROVIDE ON THE MECHANICAL SHEETSIF APPLICABLE )
MECHANICAL SUMMARY
MECHANICAL SYSTEMS, SERVICE SYSTEMS AND EQUIPMENT
Thermal Zone
winter dry bulb:___________
summer dry bulb:___________
Interior design conditions
winter dry bulb:___________
summer dry bulb:___________
relative humidity:___________
Building heating load :___________
Building cooling load:___________
Mechanical Spacing Conditioning System
Unitary
description of unit:___________
heating efficiency:___________
cooling efficiency:___________
size category ofunit:___________
Boiler
Size category. If oversized, state reason.:___________
Chiller
Size category. If oversized, state reason.:___________
List equipment efficiencies:___________
BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS
ELECTRICAL DESIGN
(PROVIDE ON THE ELECTRICAL SHEETSIF APPLICABLE )
ELECTRICAL SUMMARY
ELECTRICAL SYSTEM AND EQUIPMENT
Method of Compliance: Energy Code Performance Prescriptive
ASHRAE 90.1 Performance Prescriptive
Lighting schedule (each fixturetype)
lamp type required in fixture
number of lamps in fixture
ballast type used in the fixture
number of ballasts in fixture
total wattage per fixture
total interior wattage specified vsallowed(whole building or space by space)
total exterior wattage specified vs .allowed
Additional Efficiency Package Options
(When using the 2018 NCECC; not required for ASHRAE 90.1)
C406.2 More Efficient HVAC Equipment Performance
C406.3 Reduced Lighting Power Density
C406.4 Enhanced Digital Lighting Controls
C406.5 On-Site Renewable Energy
C406.6 Dedicated Outdoor Air System
C406.7 Reduced Energy Use in Service Water Heating
BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS
(EXCEPT 1AND 2-FAMILY DWELLINGS AND TOWNHOUSES)
(Reproduce the following data on the building plans sheet 1 or 2)
Name of Project:_______________________________________________________________________________
Address:_____________________________________________________________Zip Code_________
Owner/Authorized Agent: ______________Phone #E-Mail _______________
Owned By: City/County Private State
Code Enforcement Jurisdiction:City____________ County_________State
2018 BUILDING CODE: New Building Addition Renovation
1stTime Interior Completion
Shell/Core-Contact the local inspection jurisdiction for possible additional
procedures and requirements
Phased Construction - Shell/Core- Contact the local inspection jurisdiction for
possible additional procedures and requirements
2018 EXISTING BUILDING CODE: EXISTING: Prescriptive Repair Chapter 14
Alteration:Level I Level II Level III
Historic Property Change of Use
CONSTRUCTED :(date)__________ CURRENT OCCUPANCY (S)(Ch. 3):
RENOVATED :(date)PROPOSEDOCCUPANCY (S)(Ch. 3):________________
OCCUPANCY CATEGORY (Table 1604.5):Current:I II III IV
Proposed: I II III IV
BASIC BUILDING DATA
Construction Type:I-A II-A III-A IV V-A
(check all that apply)I-B II-B III-B V-B
Sprinklers:No Partial Yes NFPA 13 NFPA 13R NFPA 13D
Standpipes:No Yes Class I II III Wet Dry
Fire District: No Yes Flood Hazard Area: No Yes
Special Inspections Required:No Yes(Contact the local inspection jurisdiction for additional
procedures and requirements.)
__________
PROJECT DESCRIPTION
(Local Jurisdiction, Department of Insurance, OSC, DPI, DHHS, etc., describe below)
2018 APPENDIX B
CONTACT :
DESIGNER FIRM NAME LICENSE#TELEPHONE #E-Mail
Architectural ___________________ _______________ _______ ________________
Civil
Electrical
Fire Alarm
Plumbing
Mechanical
Sprinkler-Standpipe
Structural
Retaining Walls >5' High
Other
(“Other”should include firms and individuals such as truss, precast, pre-engineered, interior designers, etc.)
__________
_________________
Landscape
ARRANGEMENT MEANS OF
EGRESS (SECTION 1015.2)
EXIT REQUIREMENTS NUMBER AND ARRANGEMENT OF EXITS
SHOWN
ON PLANS
FLOOR, ROOM OR SPACE DESIGNATION
2
1,3
Life Safety Plan Sheet #:
MINIMUMNUMBER OF EXITS
REQUIRED
T1021.2
ACTUAL
DISTANCE
SHOWN ON
PLANS
REQUIRED
DISTANCE
BETWEEN
EXIT DOORS
ALLOWABLE
TRAVEL
DISTANCE
(TABLE 1017.2)
ACTUAL
TRAVEL
DISTANCE
SHOWN
ON PLANS
TRAVEL DISTANCE
Common Path of Travel (Section 1014.3)
Buildings with Single Exits (Table 1021.2), Spaces with one means of egress (Table 1015.1)
Corridor Dead Ends (Section 1018.4)
2
3
1
See Table 1004.1.1 to determine whether net or gross area is applicable. See definition "Area, Gross" and "Area, Net" (Section 1002).
LEVEL
OCCUPANT LOAD AND EXIT WIDTH
USE GROUP OR SPACE
DESCRIPTION
1
(a)
AREA
(SF)
STAIR
1
(b)
AREA
PER
OCCUPANT
(Table 1004.1.1)
LEVEL
(c)EXIT WIDTH (in)
STAIR LEVEL STAIR
2,3,4,5,6
1
2
ACTUAL WIDTH
SHOWN ON
PLANS
EGRESS WIDTH
PER OCCUPANT
(Table 1005.1)
REQUIRED WIDTH
(Section 1005.1)
(a / b) x c
Minimum stairway width (Section 1009.1); minimum corridor width (Section 1018.2); minimum door width (Section 1008.1.1)
The loss of one means of egress shall not reduce the available capacity to less than 50 percent of the total required (Section 1005.1)
Minimum width of exit passageway (Section 1023.2)
Assembly Occupancies (Section 1028)
5
6
3
4
CALCULATED
OCCUPANT
LOAD
(a / b)
See Section 1004.5 for converging exits.
7
Spaces within occupancies or use groups shall be calculated independently. (Ex. lobbies, lounges, break rooms, conference rooms)7
Life Safety Plan Sheet #:
___________________ _______________ _______ __________________________
___________________ _______________ _______ __________________________
___________________ _______________ _______ __________________________
___________________ _______________ _______ __________________________
___________________ _______________ _______ __________________________
___________________ _______________ _______ __________________________
___________________ _______________ _______ __________________________
___________________ _______________ _______ __________________________
___________________ _______________ _______ __________________________
___________________ _______________ _______ __________________________
________________
+ = 0.28
A0.04 & A0.05
A0.04 & A0.05
A0.04 & A0.05
Schedule of Special Inspection Services
Exterior Insulation and Finish Systems
(EIFS)
Verify that EIFS is installed in
conformance with project specifications
If a water resistive barrier coating
complying with ASTM E2570 is installed
over a sheathing substrate, verify that the
water-barrier and drainage strip are
installed in conformance with the project
specifications.
Inspection
Task
Task
Req'd
Freq Reference for Criteria
Standard NCBC
Agent
P
P
1705.16
1705.16.1
1
2
______________
Justin Houston
Jordan & Skala Engineers
Jordan & Skala Engineers
Jordan & Skala Engineers
Jordan & Skala Engineers
Seven24 Consulting, Inc.
LandDesign
28202
1
17,983 sf
Open to Below
17,944 sf
17,944 sf
LEVEL 1
LEVEL 2
LEVEL 3-5
LEVEL 6
LEVEL 7-10
New (SQ FT)
20,266 sf
53,168 sf
72,810 sf
72,810 sf
53,534 sf
BUILDING 2
LEVEL 1
LEVEL 2
LEVEL 3-5
LEVEL 6-8
578,810 sf
Subtotal
20,266 sf
53,168 sf
218,430 sf
72,810 sf
214,136 sf
125,647 sf
17,983 sf
Open to Below
53,832 sf
53,832 sf
Subtotal
B2 - IA UNLIMITED
UNLIMITED
B1 - IIIA
B2 - IIIA
96,000
96,000
B2
ACT 82' / AGP 75'
5 / 5
SEE AREA
CALCULATIONS
THIS PAGE
288,000 B1-IIIA =
286,946
11 11 ALL REMAINING 363 11
10<X< 30 / >30'-0"
>30'-0"
>30'-0"
>30'-0"
1 Hr. / 0 Hr.
0 Hr.
0 Hr.
0 Hr.
10<X< 30 / >30'-0" 1 Hr. / 0 Hr.
I-A 3 Hr.
III-A 1 Hr.
I-A 3 Hr.
III-A 1 Hr.
I-A 2 Hr.
III-A 1 Hr.
I-A 1.5 Hr.
III-A 1 Hr.
1 Hr.
Section 510.2
Section 510.5
403-High Rise Buildings, 420-Group R-2
Section 708.3
Section 708.7 Section 708.8
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:23:59 PM C:\Users\lward\Documents\Revit\2247601_MCRT_Foundry_Option 5_laura_ward.rvtA00.12
2247601
BUILDING
CODE
SUMMARY -
APPENDIX B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCBUILDING GROSS AREA TABLE
BUILDING NUMBER LEVEL
USE
GROUP FUNCTION AREA
PHASE 1
BUILDING 1 - TYPE I-A LEVEL 1 M RETAIL/COMMERCIAL 20,044 SF
BUILDING 1 - TYPE I-A LEVEL 2 S-2 PARKING 52,429 SF
BUILDING 1 - TYPE I-A LEVEL 2 OPEN TO
BELOW
19,657 SF
BUILDING 1 - TYPE I-A LEVEL 3 S-2 PARKING 52,427 SF
BUILDING 1 - TYPE I-A LEVEL 3 R-2 RESIDENTIAL 20,207 SF
BUILDING 1 - TYPE I-A LEVEL 4 S-2 PARKING 52,427 SF
BUILDING 1 - TYPE I-A LEVEL 4 R-2 RESIDENTIAL 20,207 SF
BUILDING 1 - TYPE I-A LEVEL 5 S-2 PARKING 52,433 SF
BUILDING 1 - TYPE I-A LEVEL 5 R-2 RESIDENTIAL 20,336 SF
310,167 SF
BUILDING 1 - TYPE III-A LEVEL 6 R-2 RESIDENTIAL 56,967 SF
BUILDING 1 - TYPE III-A LEVEL 7 R-2 RESIDENTIAL 57,328 SF
BUILDING 1 - TYPE III-A LEVEL 8 R-2 RESIDENTIAL 57,236 SF
BUILDING 1 - TYPE III-A LEVEL 9 R-2 RESIDENTIAL 57,273 SF
BUILDING 1 - TYPE III-A LEVEL 10 R-2 RESIDENTIAL Not
Enclosed
228,803 SF
PHASE 2
BUILDING 2 - TYPE I-A LEVEL 1 M RETAIL/COMMERCIAL 16,122 SF
BUILDING 2 - TYPE I-A LEVEL 2 OPEN TO
BELOW
16,148 SF
BUILDING 2 - TYPE I-A LEVEL 3 R-2 RESIDENTIAL 17,444 SF
BUILDING 2 - TYPE I-A LEVEL 4 R-2 RESIDENTIAL 18,702 SF
BUILDING 2 - TYPE I-A LEVEL 5 R-2 RESIDENTIAL 18,967 SF
87,383 SF
BUILDING 2 - TYPE III-A LEVEL 6 R-2 RESIDENTIAL 18,737 SF
BUILDING 2 - TYPE III-A LEVEL 7 R-2 RESIDENTIAL 18,758 SF
BUILDING 2 - TYPE III-A LEVEL 8 R-2 RESIDENTIAL 18,753 SF
56,247 SF
TOTAL GROSS BUILDING AREA 682,600 SF
GROSS BUILDING - AMENITY EXTERIOR
BLDG NUMBER Level Area Use Area
PHASE 1
BUILDING 1 - TYPE III-A LEVEL 6 AMENITIES - EXTERIOR 14,330 SF
GROSS BUILDING - PARKING DECK
BLDG NUMBER Level Area Use Area
PHASE 1
BUILDING 1 - TYPE I-A LEVEL 2 PARKING 52,429 SF
BUILDING 1 - TYPE I-A LEVEL 3 PARKING 52,427 SF
BUILDING 1 - TYPE I-A LEVEL 4 PARKING 52,427 SF
BUILDING 1 - TYPE I-A LEVEL 5 PARKING 52,433 SF
209,715 SF
GROSS BUILDING - RESIDENTIAL AREA
BLDG NUMBER Level Area Use Area
PHASE 1
BUILDING 1 - TYPE I-A LEVEL 3 RESIDENTIAL 20,207 SF
BUILDING 1 - TYPE I-A LEVEL 4 RESIDENTIAL 20,207 SF
BUILDING 1 - TYPE I-A LEVEL 5 RESIDENTIAL 20,336 SF
BUILDING 1 - TYPE III-A LEVEL 6 RESIDENTIAL 56,967 SF
BUILDING 1 - TYPE III-A LEVEL 7 RESIDENTIAL 57,328 SF
BUILDING 1 - TYPE III-A LEVEL 8 RESIDENTIAL 57,236 SF
BUILDING 1 - TYPE III-A LEVEL 9 RESIDENTIAL 57,273 SF
BUILDING 1 - TYPE III-A LEVEL 10 RESIDENTIAL 0 SF
289,553 SF
PHASE 2
BUILDING 2 - TYPE I-A LEVEL 3 RESIDENTIAL 17,444 SF
BUILDING 2 - TYPE I-A LEVEL 4 RESIDENTIAL 18,702 SF
BUILDING 2 - TYPE I-A LEVEL 5 RESIDENTIAL 18,967 SF
BUILDING 2 - TYPE III-A LEVEL 6 RESIDENTIAL 18,737 SF
BUILDING 2 - TYPE III-A LEVEL 7 RESIDENTIAL 18,758 SF
BUILDING 2 - TYPE III-A LEVEL 8 RESIDENTIAL 18,753 SF
111,361 SF
400,913 SF
GROSS BUILDING - RETAIL/COMMERCIAL
BLDG NUMBER Level Area Use Area
PHASE 1
BUILDING 1 - TYPE I-A LEVEL 1 RETAIL/COMMERCIAL 20,044 SF
PHASE 2
BUILDING 2 - TYPE I-A LEVEL 1 RETAIL/COMMERCIAL 16,122 SF
36,166 SF
DATE DESCRIPTION REV
GEN
F. D. C.F. D. C.
3-HR HORIZONTAL
SEPARATION
3-HR SEPARATION
PHASE 1
5 STORIES
TYPE I-A
S-2 PARKING GARAGE
NFPA 13 FULLY SPRINKLERED
PHASE 1
5 STORIES
TYPE III-A
R-2 RESIDENTIAL
NFPA 13 FULLY SPRINKLERED
PHASE 1
5 STORIES
TYPE III-A
R-2 RESIDENTIAL
NFPA 13 FULLY SPRINKLEREDPHASE 2
5 STORIES
TYPE III-A
R-2 RESIDENTIAL
NFPA 13 FULLY SPRINKLERED
PHASE 2
3 STORIES
TYPE I-A
R-2 RESIDENTIAL
NFPA 13 FULLY SPRINKLERED
PHASE 2
TYPE I-A
M RETAIL
NFPA 13 FULLY SPRINKLERED
837 1/8" FIRE SEPARATION DISTANCE
PHASE 1
5 STORIES
TYPE III-A
R-2 RESIDENTIAL
NFPA 13 FULLY SPRINKLERED
PHASE 1
5 STORIES
TYPE III-A
R-2 RESIDENTIAL
NFPA 13 FULLY SPRINKLERED
PHASE 1
4 STORIES
TYPE I-A
S-2 PARKING GARAGE
NFPA 13 FULLY SPRINKLERED
699 1/4" FIRE SEPARATION DISTANCE
PHASE 1
5 STORIES
TYPE III-A
R-2 RESIDENTIAL
NFPA 13 FULLY SPRINKLERED
PHASE 1
5 STORIES
TYPE III-A
R-2 RESIDENTIAL
NFPA 13 FULLY SPRINKLERED
PHASE 1
4 STORIES
TYPE I-A
S-2 PARKING GARAGE
NFPA 13 FULLY SPRINKLERED
PHASE 2
5 STORIES
TYPE III-A
R-2 RESIDENTIAL
NFPA 13 FULLY SPRINKLERED
PHASE 2
3 STORIES
TYPE I-A
R-2 RESIDENTIAL
NFPA 13 FULLY SPRINKLERED
PHASE 2
TYPE I-A
M RETAIL
NFPA 13 FULLY SPRINKLERED
3-HR HORIZONTAL
SEPARATION
1
A00.13
1
A00.13
2
A00.13
2
A00.13
3
A00.13
3
A00.13
4
A00.13
4
A00.13
SOUTH CEDAR STREET
STADIUM VIEW DRIVESETBACK FOR
LIGHT RAILFUTURE BROOKLYN VI
LLAGE AVENUE EXTENSI
ONEXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:54:21 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA00.13
2247601
IBC CODE
DATA -
BUILDING
SECTIONS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1" = 20'-0"1 BUILDING OCCUPANCY / FIRE RATING SECTION 1
1" = 20'-0"2 BUILDING OCCUPANCY / FIRE RATING SECTION 2
1" = 20'-0"3 BUILDING OCCUPANCY / FIRE RATING SECTION 3
1" = 20'-0"4 BUILDING OCCUPANCY / FIRE RATING SECTION 4
1" = 50'-0"5 CODE DATA KEY PLAN
DATE DESCRIPTION REV
1-HOUR RATED WALL
2-HOUR RATED WALL
LIFE SAFETY LEGEND
TEMPORARY 2-HR RATED WALL
(TO BE REMOVED UPON
COMPLETION OF ADJACENT PHASE)
LIFE SAFETY NOTES
ARROW INDICATES EGRESS POINT
FROM BUILDING
FEC
FIRE EXTINGUISHER CABINET WITH
75' MAX TRAVEL DISTANCE
EGRESS EXIT SIGNAGE -WITH
DIRECTIONAL ARROW AS NEEDED.
MAX VIEWING DISTANCE = 100 FEET
3-HOUR RATED WALL
45 MINUTE RATED EGRESS DOOR
90 MINUTE RATED EGRESS DOOR
180 MINUTE RATED EGRESS DOOR
A. FOR CLARITY, PRINT ALL CODE DATA SHEETS IN COLOR.
B. OCCUPANT LOADS FOR FUTURE BUILDINGS ARE SHOWN TO
ILLUSTRATE COMPLIANCE FOR EGRESS WIDTHS IN THE STAIRS.
C. COURTYARD ACCESS DOOR FROM POOL COURTYARD WITH
KEY CARD ACCESS AT 45" A.F.F. AND MAGNETIC LOCK TO
DISENGAGE UPON FIRE ALARM ACTIVATION PER NFPA
101.7.2.1.6.2.
D. PROVIDE 48" HIGH PATIO GUARDRAILS WITH VERTICAL PICKETS
FOR ALL UNITS FACING POOL/POOL DECK AT FIRST FLOOR
ONLY.
E. WINDOWS AT DWELLING UNITS FACING POOL/POOL DECK WILL
BE PINNED SO AS NOT TO OPEN MORE THAN 4" AT FIRST FLOOR
ONLY.
75' MAX
20 MINUTE RATED EGRESS DOOR (PER IBC TABLE 716.5)
AREA:OCCUPANCY TYPE:
OCC CALC:TOTAL # OCCUPANTS:
LEVEL 1
7,344 SF
123 OCC
BUILDING 2 -TYPE I-A
60 SF / OCC
M
AREA:OCCUPANCY TYPE:
OCC CALC:TOTAL # OCCUPANTS:
LEVEL 1
2,591 SF
44 OCC
BUILDING 1 -TYPE I-A
60 SF / OCC
M
AREA:OCCUPANCY TYPE:
OCC CALC:TOTAL # OCCUPANTS:
LEVEL 1
4,348 SF
290 OCC
BUILDING 1 -TYPE I-A
15 SF / OCC
A-2
AREA:OCCUPANCY TYPE:
OCC CALC:TOTAL # OCCUPANTS:
LEVEL 1
812 SF
3 OCC
BUILDING 1 -TYPE I-A
300 SF / OCC
U
AREA:OCCUPANCY TYPE:
OCC CALC:TOTAL # OCCUPANTS:
LEVEL 1
546 SF
2 OCC
BUILDING 1 -TYPE I-A
300 SF / OCC
U
LIFE SAFETY PLAN LEGEND
AMENITIES - INTERIOR
BUSINESS - LEASING
CORE
RESTAURANT
RETAIL
AREA:OCCUPANCY TYPE:
OCC CALC:TOTAL # OCCUPANTS:
LEVEL 1
5,558 SF
371 OCC
BUILDING 2 -TYPE I-A
15 SF / OCC
A-2
AREA:OCCUPANCY TYPE:
OCC CALC:TOTAL # OCCUPANTS:
LEVEL 1
1,494 SF
5 OCC
BUILDING 2 -TYPE I-A
300 SF / OCC
S-2
AREA:OCCUPANCY TYPE:
OCC CALC:TOTAL # OCCUPANTS:
LEVEL 1
692 SF
7 OCC
BUILDING 1 -TYPE I-A
100 SF / OCC
B
DIAGONAL DISTANCE = 129' -10"
DIAGONAL DISTANCE = 105' -10"
DIAGONAL DISTANCE = 89' -11"
SERVICE CORRIDOR
MAIL ROOM
LEASING/LOBBY RETAIL
RETAIL
RETAIL
TRASH
RESTAURANT
TRASH
DISTANCE BETWEEN EXITS = 65' -11"
DISTANCE BETWEEN EXITS = 68' -0"
TRAVEL DISTANCE = 161' -11"
DISTANCE BETWEEN EXITS = 119' -10"
TRAVEL DISTANCE = 58' -11"
TRAVEL DISTANCE = 95' -3"
MAXIMUM ALLOWED = 250' -0"
TRAVEL DISTANCE = 94' -9"
MAXIMUM ALLOWED = 250' -0"
TRAVEL DISTANCE = 91' -0"
MAXIMUM ALLOWED = 250' -0"
TRAVEL DISTANCE = 113' -7"
MAXIMUM ALLOWED = 250' -0"
44 OCCUPANTS
44 OCC.(RETAIL)
DOOR = 0.2 X 44 = 8.8" (34" PROVIDED)
44 OCCUPANTS
44 OCC.(RETAIL)
DOOR = 0.2 X 44 = 8.8" (68" PROVIDED)
46 OCCUPANTS
46 OCC.(RETAIL)
DOOR = 0.2 X 46 = 9.2" (68" PROVIDED)
46 OCCUPANTS
46 OCC.(RETAIL)
DOOR = 0.2 X 46 = 9.2" (68" PROVIDED)
46 OCCUPANTS
46 OCC.(RETAIL)
DOOR = 0.2 X 46 = 9.2" (68" PROVIDED)
129 OCCUPANTS
129 OCC.(RESTAURANT)
DOOR = 0.2 X 129 = 25.8" (68" PROVIDED)
129 OCCUPANTS
129 OCC.(RESTAURANT)
DOOR = 0.2 X 129 = 25.8" (34" PROVIDED)
AREA:OCCUPANCY TYPE:
OCC CALC:TOTAL # OCCUPANTS:
LEVEL 1
1,830 SF
19 OCC
BUILDING 1 -TYPE I-A
100 SF / OCC
B
AREA:OCCUPANCY TYPE:
OCC CALC:TOTAL # OCCUPANTS:
LEVEL 1
427 SF
29 OCC
BUILDING 1 -TYPE I-A
15 SF / OCC
A-3
AREA:OCCUPANCY TYPE:
OCC CALC:TOTAL # OCCUPANTS:
LEVEL 1
4,861 SF
49 OCC
BUILDING 1 -TYPE I-A
100 SF / OCC
B
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:54:27 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA00.30
2247601
LIFE SAFETY
PLAN -LEVEL 1
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/16" = 1'-0"1 LIFE SAFETY PLAN - LEVEL 1
AREA SCHEDULE - LEVEL 1
AREA NAME USE GROUP AREA LOAD FACTOR OCCUPANTS
BUILDING 1 - TYPE I-A
RESTAURANT A-2 4,348 SF 15 SF 365
CIRCULATION A-3 427 SF 15 SF
LEASING/LOBBY B 4,861 SF 100 SF 48
MAIL ROOM B 692 SF 100 SF 7
RESTAURANT KITCHEN B 1,830 SF 100 SF 19
RETAIL M 2,591 SF 60 SF 56
BOH U 812 SF 300 SF 3
BOH U 546 SF 300 SF 1
16,106 SF 499
BUILDING 2 - TYPE I-A
RESTAURANT A-2 5,558 SF 15 SF 397
RETAIL M 7,344 SF 60 SF 138
TRASH S-2 1,494 SF 300 SF 7
14,396 SF 542
DATE DESCRIPTION REV
AREA:OCCUPANCY TYPE:
OCC CALC:TOTAL # OCCUPANTS:
LEVEL 6
Not Enclosed
0 OCC
BUILDING 1 -TYPE III-A
200 SF / OCC
R-2
AREA:OCCUPANCY TYPE:
OCC CALC:TOTAL # OCCUPANTS:
LEVEL 6
1,469 SF
98 OCC
BUILDING 1 -TYPE III-A
15 SF / OCC
A-3
LIFE SAFETY PLAN LEGEND
AMENITIES - EXTERIOR
AMENITIES - INTERIOR
CORE
RESIDENTIAL
COURTYARD A
AREA:OCCUPANCY TYPE:
OCC CALC:TOTAL # OCCUPANTS:
LEVEL 6
3,761 SF
251 OCC
BUILDING 1 -TYPE III-A
15 SF / OCC
A-3
AREA:OCCUPANCY TYPE:
OCC CALC:TOTAL # OCCUPANTS:
LEVEL 6
2,897 SF
194 OCC
BUILDING 1 -TYPE III-A
15 SF / OCC
A-3
AREA:OCCUPANCY TYPE:
OCC CALC:TOTAL # OCCUPANTS:
LEVEL 6
724 SF
49 OCC
BUILDING 1 -TYPE III-A
15 SF / OCC
A-3
DIAGONAL DISTANCE = 94' -4"
DISTANCE BETWEEN EXITS = 100' -11"
DIAGONAL DISTANCE = 147' -11"
TRAVEL DISTANCE = 145' -8"
MAXIMUM ALLOWED = 250' -0"
AREA:OCCUPANCY TYPE:
OCC CALC:TOTAL # OCCUPANTS:
LEVEL 6
18,194 SF
91 OCC
BUILDING 2 -TYPE III-A
200 SF / OCC
R-2
COURTYARD B
COURTYARD C
DISTANCE BETWEEN EXITS = 199' -2"
DIAGONAL DISTANCE = 474' -1"
DISTANCE BETWEEN EXITS = 158' -0"
DISTANCE BETWEEN EXITS = 75' -9"
DIAGONAL DISTANCE = 234' -10"
AREA:OCCUPANCY TYPE:
OCC CALC:TOTAL # OCCUPANTS:
LEVEL 6
600 SF
13 OCC
BUILDING 1 -TYPE III-A
50 SF / OCC
A-4
POOL
TRAVEL DISTANCE = 172' -9"
MAXIMUM ALLOWED = 250' -0"
AREA:OCCUPANCY TYPE:
OCC CALC:TOTAL # OCCUPANTS:
LEVEL 6
900 SF
61 OCC
BUILDING 1 -TYPE III-A
15 SF / OCC
A-4
97 OCCUPANTS
97 OCC.(COURTYARD B)
DOOR = 0.2 X 97 = 19.4" (34" PROVIDED)
97 OCCUPANTS
97 OCC.(COURTYARD B)
DOOR = 0.2 X 97 = 19.4" (34" PROVIDED)
49 OCCUPANTS
49 OCC.(COURTYARD C)
DOOR = 0.2 X 49 = 9.8" (34" PROVIDED)
126 OCCUPANTS
126 OCC.(COURTYARD A)
DOOR = 0.2 X 126 = 25.2" (34" PROVIDED)
126 OCCUPANTS
126 OCC.(COURTYARD A)
DOOR = 0.2 X 126 = 25.2" (34" PROVIDED)
TRAVEL DISTANCE = 161' -7"
MAXIMUM ALLOWED = 250' -0"
TRAVEL DISTANCE = 65' -5"
MAXIMUM ALLOWED = 250' -0"
TRAVEL DISTANCE = 190' -11"
MAXIMUM ALLOWED = 250' -0"
TRAVEL DISTANCE = 190' -2"
MAXIMUM ALLOWED = 250' -0"
TRAVEL DISTANCE = 189' -5"
MAXIMUM ALLOWED = 250' -0"
TRAVEL DISTANCE = 182' -0"
MAXIMUM ALLOWED = 250' -0"
DIAGONAL DISTANCE = 63' -10"
DISTANCE BETWEEN EXITS = 43' -0"
AMENITY
JAN
ELEC ROOM
TRASH
TRAVEL DISTANCE = 79' -11"
MAXIMUM ALLOWED = 125' -0"
WITHIN DWELLING UNIT
TRAVEL DISTANCE = 97' -7"
MAXIMUM ALLOWED = 125' -0"
WITHIN DWELLING UNIT
TRAVEL DISTANCE = 177' -10"
MAXIMUM ALLOWED = 250' -0"
FITNESS
AREA:OCCUPANCY TYPE:
OCC CALC:TOTAL # OCCUPANTS:
LEVEL 6
1,264 SF
13 OCC
BUILDING 1 -TYPE III-A
100 SF / OCC
B
1-HOUR RATED WALL
2-HOUR RATED WALL
LIFE SAFETY LEGEND
TEMPORARY 2-HR RATED WALL
(TO BE REMOVED UPON
COMPLETION OF ADJACENT PHASE)
LIFE SAFETY NOTES
ARROW INDICATES EGRESS POINT
FROM BUILDING
FEC
FIRE EXTINGUISHER CABINET WITH
75' MAX TRAVEL DISTANCE
EGRESS EXIT SIGNAGE -WITH
DIRECTIONAL ARROW AS NEEDED.
MAX VIEWING DISTANCE = 100 FEET
3-HOUR RATED WALL
45 MINUTE RATED EGRESS DOOR
90 MINUTE RATED EGRESS DOOR
180 MINUTE RATED EGRESS DOOR
A. FOR CLARITY, PRINT ALL CODE DATA SHEETS IN COLOR.
B. OCCUPANT LOADS FOR FUTURE BUILDINGS ARE SHOWN TO
ILLUSTRATE COMPLIANCE FOR EGRESS WIDTHS IN THE STAIRS.
C. COURTYARD ACCESS DOOR FROM POOL COURTYARD WITH
KEY CARD ACCESS AT 45" A.F.F. AND MAGNETIC LOCK TO
DISENGAGE UPON FIRE ALARM ACTIVATION PER NFPA
101.7.2.1.6.2.
D. PROVIDE 48" HIGH PATIO GUARDRAILS WITH VERTICAL PICKETS
FOR ALL UNITS FACING POOL/POOL DECK AT FIRST FLOOR
ONLY.
E. WINDOWS AT DWELLING UNITS FACING POOL/POOL DECK WILL
BE PINNED SO AS NOT TO OPEN MORE THAN 4" AT FIRST FLOOR
ONLY.
75' MAX
20 MINUTE RATED EGRESS DOOR (PER IBC TABLE 716.5)C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:54:49 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA00.35
2247601
LIFE SAFETY
PLAN -LEVEL 6
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/16" = 1'-0"1 LIFE SAFETY PLAN - LEVEL 6
AREA SCHEDULE - LEVEL 6
AREA NAME USE GROUP AREA LOAD FACTOR OCCUPANTS
BUILDING 1 - TYPE III-A
AMENITY A-3 1,469 SF 15.00 SF 98
COURTYARD A A-3 3,761 SF 15.00 SF 251
COURTYARD B A-3 2,897 SF 15.00 SF 194
COURTYARD C A-3 724 SF 15.00 SF 49
POOL A-4 600 SF 50.00 SF 13
POOL DECK A-4 900 SF 15.00 SF 61
FITNESS B 1,264 SF 100.00 SF 13
LEVEL 6 R-2 Not Enclosed 200.00 SF 273
BOH U 21 SF 300.00 SF 1
BOH U Not Enclosed 300.00 SF 1
BOH U 21 SF 300.00 SF 1
BOH U 21 SF 300.00 SF 1
BOH U 21 SF 300.00 SF 1
BOH U 21 SF 300.00 SF 1
BOH U 21 SF 300.00 SF 1
BOH U 21 SF 300.00 SF 1
BOH U 21 SF 300.00 SF 1
BOH U 222 SF 300.00 SF 1
BOH U 66 SF 300.00 SF 1
BOH U 255 SF 300.00 SF 1
ELECTRICAL U 105 SF 300.00 SF 1
12,431 SF 965
BUILDING 2 - TYPE III-A
LEVEL 6 R-2 18,194 SF 200.00 SF 91
BOH U 19 SF 300.00 SF 1
BOH U 61 SF 300.00 SF 1
BOH U 26 SF 300.00 SF 1
BOH U 92 SF 300.00 SF 1
BOH U 54 SF 300.00 SF 1
BOH U 47 SF 300.00 SF 1
BOH U 26 SF 300.00 SF 1
BOH U 51 SF 300.00 SF 1
18,571 SF 99
DATE DESCRIPTION REV
48"30"60"30"48"30"1' - 6"
LINE OF CLEAR
FLOOR SPACE
DIRECTION
OF TRAVEL
DIRECTION
OF TRAVEL 56" MIN CLEAR60" MIN CLEAR24" MAX.LINE OF CLEAR
FLOOR SPACE
DIRECTION
OF TRAVEL
LAVATORY OR ANY OTHER
FIXTURE OR WING WALL
MAY NOT PROJECT MORE
THAN 24" INTO ROOM(TYP)
15" MIN 1' - 6"
33" MIN CLEAR
48" MIN CLEAR 56" MIN CLEAR15" MIN 1' - 6"
LINE OF CLEAR
FLOOR SPACE
LAVATORY OR ANY
OTHER FIXTURE OR
WING WALL MAY
NOT PROJECT MORE THAN
24" INTO ROOM(TYP)
DIRECTION
OF TRAVEL
DIRECTION
OF TRAVEL
48" MIN CLEAR 66" MIN CLEAR24" MAXFRONT AND SIDE APPROACH WITH SIDE OBSTRUCTION
SIDE APPROACH WITH SIDE OBSTRUCTION
FRONT AND SIDE APPROACH WITHOUT SIDE OBSTRUCTION
33" MIN. CLEAR
BACK WALL
HEADFOOT (CONTROL)LINE OF CLEAR
FLOOR SPACE15" MINLAVATORY W/
KNEE SPACE BELOW
DIRECTION
OF TRAVEL
19" MAX
BACK WALL
HEADFOOT(CONTROL)LINE OF CLEAR
FLOOR SPACE
BACK WALL
HEADFOOT(CONTROL)LINE OF CLEAR
FLOOR SPACE
30" MIN
DIRECTION
OF TRAVEL1' - 3"18" MIN33" MIN48" MIN CLEAR60" CLEAR MIN
SPECIFICATION "B" BATHROOM
SPECIFICATION "A" BATHROOM
SPECIFICATION "A" BATHROOM
48" MIN CLEAR 30" MIN CLEAR60" MIN. CLEAR30" MIN. CLEAR1' - 6"1' - 6"
18" MIN 12" MIN
HORIZONTAL 2X WD. BLOCKING
SHOWN SHADED (TYP)
PROPOSED 24" GRAB BAR (TYP)
PROPOSED FOLDING GRAB
BAR (TYP)
NOTE:GRAB BARS SHOWN ARE
TO REPRESENT ADAPTIVE DESIGN
INTENT ONLY AND ARE NOT
REQUIRED TO BE INSTALLED AT
TIME OF CONSTRUCTION
1' - 3 3/4"PREFERRED30" MAX32" MAX38" MIN.1' - 6"12" MIN
34" AFF1' - 6"
MIN. AREA OF BLOCKING
SHOWN HATCHED(TYP)
WHERE APPLICABLE
PROPOSED 24" GRAB
BAR, (TYP)
ADDITIONAL 2"
RECOMMENDED REINF.
AREA SHOWN SHADED12" PREFERREDFLOOR LINE
PROPOSED FOLDING
GRAB BAR (TYP)
TRANSFER
SIDE
FRONT ELEVATION
PLAN
NOTE:IN SUCH CASES WHERE A SIDE
WALL IS NOT PRESENT, OR
INADEQUATE ACCOMMODATION FOR
MINIMUM SIDE WALL BLOCKING
REQUIREMENTS HAVE BEEN
PROVIDED, REFER TO DETAIL 4 OF
THIS SHEET FOR ALTERNATIVE W.C.
REAR WALL BLOCKING
REQUIREMENTS
NOTE:GRAB BARS SHOWN ARE TO
REPRESENT ADAPTIVE DESIGN
INTENT ONLY AND ARE NOT
REQUIRED TO BE INSTALLED AT
TIME OF CONSTRUCTION
42" PREFERRED24" MIN12" MIN 12" MIN
PROPOSED 24" GRAB BAR (TYP.)
HORIZONTAL 2X WD.
BLOCKING SHOWN SHADED, TYP.
1' - 6"
CL 30" MAX. PREFERRED32" MAX.38" MIN.24" MIN12" MAX
34" AFFMIN. AREA OF BLOCKING
SHOWN HATCHED (TYP)
WHERE APPLICABLE
PROPOSED 24" GRAB
BAR, (TYP)
ADDITIONAL 2" TO 4"
RECOMMENDED
REINFORCING AT
SIDES AND BOTTOM
FLOOR LINE
42" PREFERRED
PREFERRED30" MAX32" MAX38" MIN.12" MIN 12" MIN
34" AFF1' - 6"
MIN. AREA OF BLOCKING
SHOWN HATCHED(TYP)
WHERE APPLICABLE
PROPOSED 24" GRAB
BAR, (TYP)
ADDITIONAL 2"
RECOMMENDED
REINF. AREA
SHOWN SHADED
SIDE ELEVATION
FRONT ELEVATION
PLAN
NOTE:IN SUCH CASES WHERE A SIDE
WALL IS NOT PRESENT, OR
INADEQUATE ACCOMMODATION FOR
MINIMUM SIDE WALL BLOCKING
REQUIREMENTS HAVE BEEN
PROVIDED, REFER TO DETAIL 4 OF
THIS SHEET FOR ALTERNATIVE W.C.
REAR WALL BLOCKING
REQUIREMENTS
NOTE:GRAB BARS SHOWN ARE TO
REPRESENT ADAPTIVE DESIGN
INTENT ONLY AND ARE NOT
REQUIRED TO BE INSTALLED AT
TIME OF CONSTRUCTION 12"42" PREFERRED24" MIN12" MIN 12" MIN
PROPOSED 24" GRAB BAR (TYP.)
HORIZONTAL 2X WD.
BLOCKING SHOWN SHADED, TYP.
1' - 6"
CL 30" MAX. PREFERRED32" MAX.38" MIN.24" MIN12" MAX
34" AFFMIN. AREA OF BLOCKING
SHOWN HATCHED (TYP)
WHERE APPLICABLE
PROPOSED 24" GRAB
BAR, (TYP)
ADDITIONAL 2" TO 4"
RECOMMENDED
REINFORCING AT
SIDES AND BOTTOM
FLOOR LINE
42" PREFERRED
PREFERRED30" MAX32" MAX38" MIN.12" MIN 12" MIN
34" AFF1' - 6"
MIN. AREA OF BLOCKING
SHOWN HATCHED(TYP)
WHERE APPLICABLE
PROPOSED 24" GRAB
BAR, (TYP)
ADDITIONAL 2"
RECOMMENDED
REINF. AREA
SHOWN SHADED
SIDE ELEVATION
FRONT ELEVATION
PLAN
PROPOSED 24" GRAB
BAR, (TYP)
HORIZONTAL BLOCKING
FOR REINFORCEMENT AREA
OF GRAB BARS SHOWN
HATCHED (TYP.)
NOTE:GRAB BARS SHOWN ARE
TO REPRESENT ADAPTIVE DESIGN
INTENT ONLY AND ARE NOT
REQUIRED TO BE INSTALLED AT
TIME OF CONSTRUCTION
HEAD BACK WALL FOOT
(CONTROL)PER FHADM. 6.938" MIN.6" MAX.0' - 9"34" AFF24" MAX 12" MAX
6" MAX.48" MIN.6" MAX
24" MIN
HEAD0' - 2"0' - 4"
2' - 0"0' - 9"34" AFF38" MIN30" MAX PREFERRED32" MAX.ADDITIONAL RECOMMENDED
REINF. AREA SHOWN SHADED
HORIZONTAL BLOCKING FOR
REINF. AREA OF GRAB BARS
SHOWN HATCHED(TYP.)
PROPOSED 24" GRAB BAR,
(TYP)
NOTE:GRAB BAR AT HEAD SIDE
OF TUB CAN BE OMITTED IF A
BUILT IN TRANSFERSEAT IS
PROVIDED 0' - 2"2' - 0"0' - 8"
0' - 4"
24" MIN
0' - 9"34" AFF38" MIN30" MAX PREFERRED32" MAX.ADDITIONAL RECOMMENDED
REINF. AREA SHOWN
SHADED
HORIZONTAL BLOCKING FOR
REINF. AREA OF GRAB BARS
SHOWN HATCHED(TYP.)
PROPOSED 24" GRAB BAR,
(TYP)
FOOT
(CONTROL WALL)54" MAX54" MAX9" MINCLOTHES HANGER
ROD (TYP.)
HANGER RODS MAY
BE ADJUSTABLE
WITHIN THIS RANGE
(TYP).
2X4 WD. STUD
WALLS (TYP.)
SHELVES MAY BE
ADJUSTABLE WITHIN
THIS RANGE (TYP.)
SEE DETAILS FOR
SHELVING TYPE15" MIN.OPERABLE PARTS48" MAX. TO TOP OF HIGHESTFLOOR LINE
RECEPTACLE (TYP.)
DIRECTION OF
TRAVEL
SWITCHES/THERMOSTAT (TYP.)
(30" C.F.S. PERP. TO WALL)TO THE LOWESTOPERABLE PARTS2' - 3"FLOOR LINE
4" MAX. PROJECTION FOR
OBJECTS HIGHER THAN 27" (TYP.)
THAN 27" (TYP.)
PROTRUDING OBJECTS
LESS THAN 27" ARE DETECTABLE (TYP.)
IF THE ACCESSIBLE ROUTE IS REDUCED
TO LESS THAN 36", THE WALL HUNG
OBJECT CANNOT BE WIDER THAN 24"
MAX. (TYP.)
32" MIN
SECURITY SIGHTS (PEEPHOLES).
IF PROVIDED, SHALL BE LOCATED
@ 44" MAX. A.F.F FOR H.C. UNITS &
60" A.F.F FOR ALL OTHERS (TYP.)
LEVER TYPE DOOR HANDLEDOOR (SEE DOOR SCHEDULE)44" MAX60".1/2" MAX CURB BEVELED AT
1:2 RECOMMENDEDFINISHED CLEAR DIMENSION36" MINOPTIONAL
SHOWER SEAT
FINISHED CLEAR DIMENSION
36" MIN
HORIZONTAL 2X
WOOD BLOCKING
PROVIDE REINFORCING
FOR OPTIONAL SEAT WHEN
THE SHOWER IS THE ONLY
BATHING FIXTURE. REINFORCING
MUST RUN THE FULL WIDTH
OF THE STALL, STARTING AT
THE FLOOR TO A HEIGHT OF 24".
FHADM 1998, REQ. 6, PG. 6.13
PROVIDE WALL REINFORCEMENT
THE FULL LENGTH OF THE WALL
BETWEEN 32" MAX. AFF AND 38"
MIN. AFF PER FHADM 1998 REQ. 6,
PG. 6.12
48" MIN30" MINPROJECT SHALL COMPLY WITH THE FAIR HOUSING AMENDMENTS ACT OF 1998.
THE FOLLOWING REQUIREMENTS ARE TO BE COMPLIED WITH. THIS INCLUDES SITE
ACCESSIBILITY, PUBLIC AND COMMON USE SPACES AND GROUND FLOOR UNITS
OF NON-ELEVATED BUILDINGS. THE REQUIREMENTS LISTED HEREIN ARE BASED
ON ANSI A117.1-2009.
DWELLING UNITS AND H.U.D. PROPOSED GUIDELINES (24 CFR CHAPTER 1 -
FEDERAL REGISTER, FINAL FAIR HOUSING ACCESSIBILITY GUIDELINES-MODIFIED
AUGUST 1996)
SITE:
1. ACCESSIBLE ROUTES:PROVIDE TO BUILDING ENTRIES, COMMON USE SPACES
AND FACILITIES, ROUTES TO COMPLY WITH THE REQUIREMENTS NOTED ON
THE CIVIL AND LANDSCAPE PLANS, TYP. --ALL BUILDINGS MUST HAVE AT
LEAST ONE ACCESSIBLE ROUTE, UNLESS IT IS EXEMPTED BY THE SITE
ANALYSIS TEST DEEMING IT IMPRACTICAL --SHOWN ON ARCHITECTURAL SITE
PLAN.
2. COMMON USE FACILITIES:
A. BUILDING, MAIL KIOSKS, EXERCISE/ LAUNDRY FACILITIES, COMPACTORS,
ETC., PUBLIC AND COMMON USE SPACES MUST BE READILY ACCESSIBLE
TO AND USABLE BY PEOPLE WITH DISABILITIES. FEDERAL, STATE, AND
LOCAL MUNICIPAL REGULATIONS AND ANSI A117.1-1998 STANDARDS.
PROVIDE FOR A CLEAR OPENING OF 32" WIDE (ANSI 404.2.3). CORRIDORS
AND PASSAGEWAYS SHALL HAVE A MINIMUM CLEAR WIDTH OF 3'-0" (36),
AND MINIMUM CLEAR HEAD ROOM OF 6'-8" (80") WITH CLOSES PROVIDED
MUST HAVE A SAFE SWEEP PERIOD PER ANSI 404.2.8
B. DEAD BOLT LOCKS AND LEVER HARDWARE PER ANSI 404.2.7 SHALL BE
LOCATED AT THE ENTRY DOOR TO THE UNIT AT A HEIGHT NO HIGHER
THAN 48" A.F.F. DOOR SECURITY VIEWERS (PEEPHOLES) ARE TO BE
PLACED AT A HEIGHT OF 44" MAX A.F.F. IN THE CENTER OF THE DOOR AT
H.C. UNITS AND 60" A.F.F IN ALL OTHER TYP. DOORS. MUST ALLOW FOR
USE OF" LOW FORCE" TO BE APPLIED WHEN BEING OPENED PER ANSI
404.2.9
C. CHANGES IN LEVEL WITHIN THE DWELLING UNITS BETWEEN 1/4" AND 1/2"
ARE TO BE BEVELED WITH SLOPE NOT GREATER THAN 1:2. CHANGES IN
LEVEL GREATER THAN 1/2" ARE TO BE RAMPED. THRESHOLDS AT ALL
EXTERIOR DOORS, INCLUDING SLIDING DOOR TRACKS, MAY NOT BE MORE
THAN 1/2" WITH CHANGES BEVELED WITH A SLOPE LESS THAN 1:2. SEE
DETAILS PER ANSI 404.2.5, RAMPS ARE TO BE 1:12 MAX SLOPE (8.33%) BUT
PREFERRED AT 1:20 (5%)
a. LANDING SURFACE AT THE PRIMARY ENTRY DOOR TO THE UNIT ARE
TO BE NO MORE THAN 1/2" BELOW FINISHED FLOOR. THE FINISHED
FLOOR SURFACE OF THIS AREA THAT IS LOCATED IMMEDIATELY
OUTSIDE THE ENTRY DOOR MAY BE SLOPED UP TO 1/8" PER FOOT FOR
DRAINAGE. SEE NOTES ON BUILDING PLAN SHEETS.
b. EXTERIOR BREEZEWAY, PATIO, OR BALCONY SURFACES ARE NOT TO
BE MORE THAN 1/2" BELOW FINISHED FLOOR UNLESS THEY ARE
CONSTRUCTED OF IMPERVIOUS MATERIALS SUCH AS CONCRETE. IN
SUCH CASES THE SURFACE CANNOT BE MORE THAN 4" BELOW
FINISHED FLOOR.
UNITS:
1. BATHROOM NOTES:
A. WALL DIMENSIONS AND FIXTURE LOCATIONS MUST BE HELD SO THAT THE
MINIMUM CLEARANCES ARE PROVIDED AS SHOWN IN THE DETAILS. A
CLEAR FLOOR SPACE (C.F.S) MINIMUM OF 30" X 48" MUST BE PROVIDED
WITHIN THE BATHROOM EXCLUSIVE OF THE DOOR SWING.
B. PROVIDE 2X MEMBER SIZE REQUIRED WOOD BLOCKING IN LINE OF STUD
PLANE FOR WALLS NOTED AS REQUIRING REINFORCING FOR FUTURE
GRAB BARS. SEE DETAILS.
C. NOT USED
D. LAVATORIES ARE TO BE INSTALLED WITH THE CENTERLINE OF THE
FIXTURE A MINIMUM OF 2'-0" HORIZONTALLY FROM AN ADJOINING FINISHED
WALL OR FIXTURE. SEE DETAILS.
E. ACCESSIBLE URINALS IN COMMON USE BUILDINGS -BOTTOM TO BE AT 15"
A.F.F.
F. WATER CLOSETS ARE TO BE INSTALLED WITH THE CENTERLINE OF THE
FIXTURE AT 18" HORIZONTALLY FROM THE FINISHED FACE OF THE
ADJACENT WALL
2. CLOSET NOTES:
A. WALK -IN CLOSETS: AT LEAST ONE (1) CLOTHES ROD MOUNTED NOT
HIGHER THAN 54" A.F.F OR LESS THAN 9" A.F.F OR PROVIDE AN ADDITIONAL
CLOSET ROD AS REQUIRED. SEE DETAILS.
B. CLOSETS LESS THAN 25" IN DEPTH: PROVIDE SPACE AND/OR BRACKETS
FOR RELOCATION OR RODS HIGHER THAN 54" A.F.F., TYP. SEE DETAILS.
3. KITCHEN NOTES:
A. BASE CABINETS AND APPLIANCES FACING EACH OTHER SHALL HAVE A 40"
MINIMUM CLEAR DIMENSION BETWEEN THEM. DIMENSION IS TAKEN FROM
COUNTERTOP FACE TO OPPOSING WALL, APPLIANCE, OR COUNTERTOP
FACE
B. CLEAR FLOOR SPACE OF 30"X48" IS REQUIRED WITHIN KITCHENS TO
ALLOW FOR PARALLEL OR PERPENDICULAR CENTERED APPROACH TO THE
APPLIANCES AND FIXTURES, TYP. SEE UNIT PLANS.
C. ENSURE THAT REFRIGERATOR, DISHWASHER, AND OVEN DOORS OPEN
WITHOUT INTERFERING WITH EACH OTHER OR OTHER CABINETRY OR
HARDWARE.
4. ELECTRICAL/ ENVIRONMENTAL CONTROLS:
A. LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER
ENVIRONMENTAL CONTROL ITEMS MUST BE POSITIONED SO THAT
CONTROLS AND OUTLETS REMAIN REACHABLE EITHER WITH A PARALLEL
OR PERPENDICULAR APPROACH WITH OR WITHOUT THE INTERFERENCE
OF AN OBSTRUCTION. IN AN UNOBSTRUCTED CONDITION SWITCHES AND
OUTLETS MUST BE MOUNTED IN A RANGE FROM 15" TO 48" ABOVE THE
FLOOR. IN OBSTRUCTED CONDITIONS, OUTLETS AND SWITCHES SHALL BE
MOUNTED AT A MAXIMUM HEIGHT OF 48" WHEN OBSTRUCTIONS
PROTRUDE 20" OR LESS FROM THE DEVICE OR OUTLET BEING REACHED.
IN AN OBSTRUCTED CONDITION WHERE A PARALLEL APPROACH IS
NECESSARY FOR USE, OUTLETS AND SWITCHES SHALL BE MOUNTED AT A
MAXIMUM HEIGHT OF 46". IN AN OBSTRUCTED CONDITION WHERE THE
OBSTRUCTION PROTRUDES MORE THAN 20" FROM THE SWITCH OR DEVICE
ARE TO BE MOUNTED AT A MAXIMUM HEIGHT OF 44". ALL HEIGHTS NOTED
ARE TO BE TO THE HIGHEST PART OF THE DEVICE.
B. PROVIDE ALL KITCHEN RECEPTACLES LOCATED ABOVE COUNTER
SURFACES AT 44 INCHES MAXIMUM HEIGHT MEASURED TO THE
CENTERLINE OF THE HIGHEST OUTLET AND INCLUDE THE FOLLOWING
MOUNTING:
a. 36" MIN. FROM ANY INSIDE CORNER IN "L" SHAPED KITCHEN
b. 12" MIN. FROM ANY VERTICAL OBSTRUCTION (DEAD END
WALL/REFRIGERATOR)
c. WHERE MOUNTED OVER A COUNTER LESS THAN 12" IN WIDTH,
PROVIDE THE OUTLET ON THE DEAD END WALL ADJACENT TO THE
COUNTER AT NO MORE THAN 10" FROM THE FRONT EDGE OF THE
COUNTER SURFACE.
5. MISC.:
A. WATER FOUNTAINS TO BE MOUNTED AT 36" TO TOP OF SPOUT.
B. UNOBSTRUCTED PUBLIC PAYPHONES TO BE MOUNTED AT 48" TO TOP OF
PHONE OR OPERATIONAL CONTROL
IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO COMPLY WITH ALL
APPROPRIATE FAIR HOUSING ACCESSIBILITY GUIDELINES AND GENERAL NOTES
FOR PUBLIC AND COMMON USE FACILITIES.
REPORT ANY CONFLICTS OR DISCREPANCIES TO THE ARCHITECT.
FAIR HOUSING NOTES
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:54:53 AMC:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA00.60
2247601
FAIR HOUSING
ACCESSIBILITY
GUIDELINES
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/2" = 1'-0"1 MIN. CLEAR FLOOR SPACE AT TOILETS
1/2" = 1'-0"2 MIN. CLEAR FLOOR SPACE AT BATHTUBS & SHOWERS
1/2" = 1'-0"3 MIN. BLOCKING AT TOILETS W/ FOLD-UP GRAB BARS
1/2" = 1'-0"4 BLOCKING AT TOILETS W/ ADJACENT WALLS
1/2" = 1'-0"5 BLOCKING AT BATHTUBS
1/2" = 1'-0"6 TYP. SHELVING MOUNTING HEIGHTS
1/2" = 1'-0"7
TYP. OUTLETS / SWITCHES / CONTROLS
MOUNTING HEIGHTS
1/2" = 1'-0"8 MIN. ACCESSIBLE ROUTE CLEARANCES
3/4" = 1'-0"9 TYP. VIEW WINDOW MOUNTING HEIGHTS
1/2" = 1'-0"10 BLOCKING AT SHOWER STALL
DATE DESCRIPTION REV
GENERAL NOTES
PROJECT SHALL COMPLY WITH ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES (SECTION 1009, CHAPTER 11 & APPENDIX E OF NCBC
AND ICC A117.1-2009).
I. SITE:
1. ACCESSIBLE SITE & EXTERIOR FACILITIES
A. ACCESSIBLE ROUTES TO BE PROVIDED THROUGHOUT THE SITE TO ALL BUILDINGS
B. ACCESSIBLE PARKING SPACES, LOADING ZONES AND CURB RAMPS TO BE PROVIDED, REFER TO CIVIL
LANDSCAPE PLANS FOR ALL ACCESSIBLE ROUTES TO ALL BUILDINGS AND AMENITIES.
II. COMMON USE FACILITIES
1. ACCESSIBLE STRUCTURES:
A.BUILDINGS, MAIL KIOSKS, EXERCISE/LAUNDRY FACILITIES, COMPACTORS, ETC., PUBLIC AND COMMON USE SPACES
MUST BE READILY ACCESSIBLE TO AND USABLE BY PEOPLE WITH DISABILITIES.PER FEDERAL, STATE, AND LOCAL MUNICIPAL
REGULATIONS AND ANSI A117.1-2009 STANDARDS.
2. EXTERIOR DOORS:
A.PROVIDE ½”MAX. LOW PROFILE THRESHOLD. THRESHOLDS ABOVE ¼”MUST BE BEVELED AT A SLOPE NO GREATER T
HAN 1:2.
B LEVER TYPE HARDWARE WITH DEAD-BOLT LOCKS TO BE PROVIDED. MAX. HEIGHT OF 48”A.F.F
C.DOOR CLOSURE: MUST ALLOW FOR “LOW FORCE”TO BE APPLIED IN ORDER TO OPEN.
D.SECURITY VIEWERS (PEEP HOLES) IF PROVIDED IN DOOR, TO BE INSTALLED AT A MAX. OF 44”A.F.F.
E.PROVIDE A MINIMUM OF 32”CLEAR WIDTH OPENING (3’-0”DOOR)
3. INTERIOR DOORS:
A.ALL DOORS TO PROVIDE A MINIMUM OF 32”CLEAR WIDTH WHEN OPENED. (3’-0”DOOR) AND PROVIDE 1’-6”CLEAR
SPACE ON THE “PULL SIDE“AT THE HANDLE.
B.LEVER TYPE HARDWARE TO BE PROVIDED. MAX. HEIGHT OF 48”AF.F. & MIN. HEIGHT OF 32”A.F.F.
4. KITCHENS/BREAK ROOMS
A.PROVIDE ACCESSIBLE KNEE SPACE UNDER SINK AS REQUIRED.
B.PROVIDE A 2’-6”MIN. (30”) WIDE WORK SPACE COUNTERTOP.
C.MAXIMUM HEIGHT OF 34”AT TOP OF SINK AND TOP OF WORK SPACE SURFACE.
D.SINK & PLUMBING TRIM TO BE H.C. ACCESSIBLE, OR HAVE A BOTTOM MOUNTED FREEZER.
E.REFRIGERATOR NEEDS TO BE “SIDE BY SIDE”ACCESSIBLE, OR HAVE A BOTTOM MOUNTED FREEZER.
F.ALL APPLIANCE CONTROLS NEED TO BE FRONT MOUNTED AND LESS THAN 4’-0”(48) A.F.F TYP.
G.PROVIDE A 2’-6”(30”) X 4’-0”(48”) CLEAR FLOOR SPACE (C.F.S) APPROACH TO ALL APPLIANCES. C.F.S. MAY OVERLAP
EACH OTHER.
H.CLEAR FLOOR SPACE OF 30”X 48”IS REQUIRED WITHIN KITCHENS TO ALLOW FOR PARALLEL OR PERPENDICULAR
APPROACH TO THE APPLIANCES AND FIXTURES, TYP. SEE UNIT PLANS FOR ADDITIONAL INFORMATION.
5. RESTROOMS:
A.PROVIDE ACCESSIBLE KNEE SPACE UNDER SINK AS REQUIRED.
B.ACCESSIBLE LAVATORY HEIGHT TO BE 34”MAX. A.F.F.
C.INSTALL GRAB BARS AT H.C. ACCESSIBLE TOILET STALLS AS REQUIRED.
D.TOILET ACCESSORIES TO MEET ALL H.C ACCESSIBLE REACH RANGES, AND BE APPROVED H.C. FIXTURES.
E.ALL PLUMBING FIXTURES & TRIM UTILIZED IN H.C. ACCESSIBLE STALLS AND LAVATORIES SHOULD BE
H.C. APPROVED FIXTURE TYPES.
F.PROVIDE A 60”DIAMETER CLEAR FLOOR SPACE TURNING RADIUS WITHIN ROOM EXCLUSIVE OF DOOR SWING.
G.ROLL-IN SHOWER TYPES TO PROVIDE CLEAR FLOOR SPACE, GRAB BARS AND ACCESSIBLE SEAT. SEE DETAILS
H.WALL DIMENSIONS AND FIXTURE LOCATIONS MUST BE HELD SO THAT THE MINIMUM CLEARANCES ARE PROVIDED AS
SHOWN.
I.PROVIDE 2X MEMBER SIZE REQUIRED WOOD BLOCKING IN LINE OF STUD PLANE FOR WALLS NOTED AS REQUIRING
REINFORCING FOR ALL GRAB BARS. SEE DETAILS
J.LAVATORIES ARE TO BE INSTALLED WITH THE CENTERLINE OF THE FIXTURE A MINIMUM OF 2’-0" HORIZONTALLY FROM
FINISHED SURFACE OF AN ADJOINING WALL OR FIXTURE.
K.ACCESSIBLE URINALS IN COMMON USE BUILDINGS, LIP TO BE SET AT 17”MAX. A.F.F
6. FLOOR FINISHES:
A.PROVIDE ”NON-SLIP”ABRASIVE SURFACE THROUGHOUT BUILDINGS ALONG ALL ACCESSIBLE ROUTES.
B.FLOOR TRANSITIONS BETWEEN DIFFERENTMATERIALS NEED TO BE FLUSH, OR MEET THE ½”MAX. THRESHOLD
REQUIREMENTS.
7. ELECTRICAL/ENVIRONMENTAL CONTROLS:
A.LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS, AND OTHER ENVIRONMENTAL CONTROL ITEMS MUST BE
POSITIONED SO THAT CONTROLS AND OUTLETS REMAIN REACHABLE EITHER WITH A PARALLEL OR PERPENDICULAR APPROACH
WITH OR WITHOUT THE INTERFERENCE OF AN OBSTRUCTION. IN AN UNOBSTRUCTED CONDITION SWITCHES AND OUTLETS
MUST BE MOUNTED IN A RANGE FROM 15”TO 48”ABOVE THE FLOOR. IN OBSTRUCTED CONDITIONS, OUTLETS AND SWITCHES
SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 48” WHEN OBSTRUCTIONS PROTRUDE 20”OR LESS FROM THE DEVICE OR OUTLET
BEING REACHED. IN AN OBSTRUCTED CONDITION WHERE A PARALLEL APPROACH IS NECESSARY FOR USE, OUTLETS AND
SWITCHES SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 46”. IN AN OBSTRUCTED CONDITION WHERE THE OBSTRUCTION
PROTRUDES MORE THAN 20”FROM THE SWITCH OR DEVICE, AND WHEN A PERPENDICULAR APPROACH IS NECESSARY FOR USE,
OUTLETS AND SWITCHES ARE TO BE MOUNTED AT A MAXIMUM HEIGHT OF 44”.
8. MISCELLANEOUS/OTHER:
A.CORRIDORS TO HAVE A MINIMUM CLEAR WIDTH OF 4’-0”(48”) AND A MIN. HEAD HEIGHTS OF 6’-8”(80”).
B.ELECTRIC WATER COOLERS & DRINKING FOUNTAINS TO BE MOUNTED AT 36”TO TOP OF SPOUT.
C.UNOBSTRUCTED PUBLIC PAY-PHONES TO BE MOUNTED AT 48”TO TOP OF PHONE, AND WITH H.C. REACH RANGES.
IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO COMPLY WITH ALL APPROPRIATE FAIR HOUSING ACCESSIBILITY GUIDELINES AND
GENERAL
NOTES FOR LIVING UNITS AND GENERAL NOTES ON SHEET CD-60 ACCESSIBILITY GUIDELINES AND GENERAL NOTES FOR PUBLIC AND
COMMON USE FACILITIES ON SHEETS CD-60 & CD-61 REPORT ANY CONFLICTS OR DISCREPANCIES TO THE ARCHITECT
• PER THE NORTH CAROLINA ACCESSIBILITY CODE, PUBLIC AREAS (INCLUDING THE LEASING AREA AND MAIL ROOM) SHALL COMPLY WITH
THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN.
• PER THE NORTH CAROLINA ACCESSIBILITY CODE, TENANT USE FACILITIES (INCLUDING THE CLUBROOM, CYBER CAFE, FITNESS ROOM,
YOGA ROOM, OUTDOOR AMENITIES, POOL AND POOL COURTYARD) SHALL COMPLY WITH ANSI A 117.1, 2009 EDITION & NCBC 2018.
• PER 1107.6.2.2 OF NCBC, A TYPE ACCESSIBLE DWELLING UNITS SHALL BE (100 X .05) + (334 X .02) = 11.68 ~ 12 TYPE A UNITS REQUIRED
WITH 422 TYPE B UNITS REQUIRED.
• 5%OF UNITS SHALL PROVIDE COMMUNICATION FEATURES COMPLYING WITH SECTION 809.5 OF THE 2010 ADA STANDARDS FOR
ACCESSIBLE DESIGN. (SUCH FEATURES INCLUDE VISIBLE ALARMS FOR FIRE ALARM / SMOKE DETECTION, NOTIFICATION AND
IDENTIFICATION.)
THE FOLLOWING CHAPTER REQUIREMENTS ARE TO BE COMPLIED WITH FOR ALL NEW PROJECTS: CHAPTER (2) –GENERAL, (3)
MISCELLANEOUS, (4) ACCESSIBLE ELEMENTS AND SPACES AND (7) BUSINESS AND MERCANTILE.
GENERAL NOTES REPRINTED FROM THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN FOR THE PUBLIC AREAS OF THE PROJECT AND
ANSI 117.1, 2009 EDITION FOR THE TENANT USE AREAS OF THE PROJECT.
IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO COMPLY WITH ALL APPROPRIATE FAIR HOUSING ACCESSIBILITY GUIDELINES AND
GENERAL NOTES FOR LIVING UNITS ON SHEET CD-61. ANSI 117.1, 2009 EDITION IS BEING REFERENCED FOR TENANT USE FACILITIES ON
CD-62. ADA ACCESSIBILITY GUIDELINES AND GENERAL NOTES FOR PUBLIC USE FACILITIES ARE LOCATED ON SHEETS CD-60 . REPORT ANY
CONFLICTS OR DISCREPANCIES TO THE ARCHITECT
NOTES:
1. DETAILS LISTED ON CD-61 ARE COMMON TO BOTH ANSI 117.1 AND 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN.
2. DETAILS LISTED ON CD-62 ARE SPECIFIC TO ANSI 117.1, 2009 EDITION
3. DETAILS LISTED ON CD-61 ARE SPECIFIC TO 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN.
4. 2010 ADA IN DETAILS BELOW REFERS TO 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN. ANSI 117.1.1 IN THE DETAILS BELOW REFERS
TO THE 2009 EDITION.
5. ACCESSIBILITY SHALL COMPLY WITH SECTION 1009, CHAPTER 11 & APPENDIX E OF NCBC AND ICC A117.1-2009.
THE PROJECT SHALL COMPLY WITH CHAPTER 11: ACCESSIBLITY OF THE 2018 NORTH CAROLINA STATE BUILDING CODE
ACCESSIBILITY NOTES:
-PER SECTION 1103 OF THE 2018 NORTH CAROLINA STATE BUILDING CODE, "SITES, BUILDINGS, STRUCTURES, FACILITIES, ELEMENTS AND
SPACES, TEMPORARY OR PERMANENT, SHALL BE ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES." COMMON USE FACILITIES (INCLUDING MAIL
ROOMS, EXERCISE ROOMS, CLUB ROOMS, LEASING AREAS, ETC, SHALL COMPLY WITH:
ICC/ANSI A117.1 -09
-PER SECTION 1107.2, DWELLING UNITS AND SLEEPING UNITS THAT ARE REQUIRED TO BE ACCESSIBLE UNITS, TYPE "A" UNITS AND TYPE "B"
UNITS SHALL COMPLY WITH THE APPLICABLE PORTIONS OF
CHAPTER 10 OF ICC/ANSI A117.1 -09
-PER THE SECTION 1107.6.2.2.1, AT LEAST 5%, BUT NOT LESS THAN 1 UNIT SHALL BE TYPE "A"UNIT. ALL GROUP R-2 UNITS ON SITE SHALL BE
CONSIDERED TO DETERMINE THE TOTAL NUMBER OF UNITS AND THE REQUIRED NUMBER OF TYPE "A" UNITS. TYPE "A" UNITS SHALL BE
DISPERSED AMONG THE VARIOUS CLASSES OF UNITS.
1107.6.2.2.1 ACCESSIBLE DWELLING UNITS AND SLEEPING UNITS
(SEE SITE PLANS AND BUILDING PLANS FOR UNITS LOCATIONS)
(SEE BUILDING PLANS FOR UNITS DESIGNATED WITH H/C SYMBOL)
-(100 X .05) + (257 X .02) = 10.14 ~ 12 TYPE A UNITS REQUIRED.
-PER SECTION 1107.6.2.2.2, "WHERE THERE ARE FOUR OR MORE DWELLING UNITS OR SLEEPING UNITS INTENDED TO BE OCCUPIED
AS A RESIDENCE IN A SINGLE STRUCTURE, EVERY DWELLNG UNIT AND SLEEPING UNIT INTENDED TO BE OCCUPIED AS A RESIDENCE SHALL BE A
TYPE "B" UNIT"
-ALL UNITS SHALL BE PROVIDED WITH COMMUNICATION FEATURES AND VISIBLE ALARMS PER FOR FIRE ALARM / SMOKE DETECTION PER
CHAPTER 9 OF THE NCBC AND IN ACCORDANCE WITH ICC/ANSI A117.1
-ALL "PUBLIC" AREAS OF THE PROJECT SHALL COMPLY WITH THE
2010 ADA STANDARDS FOR ACCESSIBLE DESIGN.
*DWELLING UNITS SHALL COMPLY WITH REQUIREMENTS FOR ICC/ ANSI A117.1-03 AS "SAFE HARBOR" FOR COMPLIANCE WITH FAIR HOUSING ACT'S
DESIGN AND CONSTRUCTION REQUIREMENTS PER FHA DESIGN MANUAL 1998.PREFERRED30" MAX32" MAX38" MIN.33" - 36"MAX
1' - 6"
NOTE:
36" LONG MINIMUM GRAB
BAR INSTALL WITH ONE
END SPACE A MAX. OF 6"
FROM THE SIDE WALL.
6" MAX.36" MIN.
60" CLEARANCE
MIN. AREA OF BLOCKING
SHOWN HATCHED(TYP.)
ADDITIONAL 2" RECOMMENDED
REINF. AREA SHOWN SHADED
FLOOR LINE
INSTALLED 36" GRAB BAR(TYP.)
NOTE:
IN TYPE "B" UNITS, WHERE WALL
SPACE DOES NOT PERMIT A GRAB
BAR COMPLYING WITH SECTION
604.5.2, REINFORCEMENT FOR A
REAR WALL GRAB BAR 24" MIN. IN
LENGTH CENTERED ON THE WATER
CLOSET SHALL BE PROVIDED
(SECTION, EXCEPTION 3.)PREFERED30" MAX.32" MIN.38" MIN.12" MAX
TOP OF GRIPPING SURFACE33" - 36"MIN. AREA OF BLOCKING
SHOWN HATCHED(TYP)
WHERE APPLICABLE
PROPOSED 42" GRAB
BAR, (TYP)
ADDITIONAL 2"
RECOMMENDED REINF.
AREA SHOWN SHADED 15" MIN.7"-9"
36" MAX
54" MIN FROM WALL
42" MIN
FLOOR LINE
NOTE:
GRAB BARS, INCLUDING THOSE
THAT ARE CONTINUOUS, MUST
BE MOUNTED TO EXTEND AT
LEAST 54" INCHES FROM THE
BACK WALL.
VERTICAL GRAB BAR NOT
REQUIRED @ UNIT BATHS PER
1003.11.1, EXCEPTION 3
39"-41"18"39"-41"
NOTE:
IN TYPE "B" UNITS, AT WATER
CLOSETS WHERE A SIDE WALL IS
NOT AVAILABLE FOR A 42-INCH GRAB
BAR, REINFORCEMENT FOR A
SWING-UP GRAB BAR SHALL BE
PERMITTED (SECTION, EXCEPTION 5)
VERTICAL GRAB BAR NOT
REQUIRED PER 2010 ADA
0' - 3"VARIES (SEE NOTE)
+/- 2"
MOUNTING PLATE(TYP.)
ESCUTCHEON TO CONCEAL
SCREWS(TYP.)
GRAB BAR
ADD APPROX. 2" TO EA. SIDE OF CENTERLINE
DIMENSION FOR MOUNTING PLATE
NOTE:
GRAB BAR SIZES AS FOLLOWS: 12", 24", 36", & 48".
(SEE PLANS FOR ADDITIONAL INFORMATION)60" MIN.(A)
PULL SIDE
18" MIN
XX > 8"48" MIN.(B)
PUSH SIDEXX > 8"48" MIN.(C)
PUSH SIDE,
DOOR PROVIDED WITH BOTH
CLOSER AND LATCHXX > 8"12" MIN
BACK WALL
HEAD
END WALL
CONTROL
END
WALL
24" MIN.12" MAX.24" MIN.24" MAX.12" MIN.15" - 16"
REMOVABLE
IN-TUB SEAT
9B
9A 9C
4" MAX.NOTE:
IN TYPE A UNITS, GRAB BARS ARE NOT
REQUIRED WHERE REINFORCEMENT
COMPLYING WITH SECTION 1003.11.9
IS INSTALLED FOR THE FUTURE
INSTALLATION OF GRAB BARS.38" MINIMUMHEAD END WALL8" - 10"33" - 36"30" MINIMUMGRAB BAR
BLOCKING
12" GRAB BAR MIN.
C
12" MAX.
24" MIN.24" MAX.8" - 10"33" - 36"4' - 0" MINIMUM
HANDHELD SHOWER UNIT W/
SLIDEBAR & 59" LONG MIN.
HOSE. (HANDHELD
ATTACHMENT TO BE LOCATED
BETWEEN 38" -48" A.F.F.)0' - 6" MIN.6" MAX.6" MAX.38" MINIMUMGRAB BAR
BLOCKING
24" GRAB BAR
MIN.
BACK WALL
B
38" MIN.24" MIN.CONTROL END WALL 8" - 10"33" - 36"30" MAX.24" GRAB BAR MIN.
A
HANDHELD SHOWER UNIT
W/ SLIDEBAR & 59" LONG
MIN. HOSE (HANDHELD
ATTACHMENT TO BE
LOCATED BETWEEN 38" -
48" A.F.F.)
CONTROL
LOCATION
REMOVABLE
IN-TUB SEAT
18" GRAB BAR MIN.
VERTICAL GRAB BARS
NOT REQUIRED PER 2010 ADA
GRAB BAR
BLOCKING
4" MAX
3" - 6"LOCATION OF SHOWER CONTROLS
MIN. AREA OF BLOCKING
SHOWN HATCHED, TYP.32" MIN.CLEAR
CLEARCLEAR FLOOR
SPACE TO ALIGN
WITH FINISH SIDE
OF CONTROL WALL
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:54:56 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA00.61
2247601
2010 ADA
GUIDELINES
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCACCESSIBILITY NOTES
ACCESSIBILITY STATEMENT
1/2" = 1'-0"1 BLOCKING AT TOILETS - REARWALL
1/2" = 1'-0"2 BLOCKING AT TOILETS - SIDEWALL
3" = 1'-0"3 GRAB BAR
1/2" = 1'-0"4 MANEUVERING CLEARANCES AT RECESSED DOORS & GATES
3/4" = 1'-0"5 GRAB BARS FOR STANDARD BATHTUBS - PLAN
3/4" = 1'-0"6 GRAB BARS FOR STANDARD BATHTUBS - ELEVATION
3/4" = 1'-0"7
TRANSFER TYPE SHOWER COMPARTMENT SIZE AND
CLEARANCE
DATE DESCRIPTION REV
60" MIN.60" MIN.COMPLY WITH ANSI
A117.1 FIG. 304.3(a)
60" MIN.36" MIN.12" MIN.12" MIN.36" MIN.60" MIN.COMPLY WITH ANSI A117.1
FIG. 304.3(b)
4' - 0"27" MIN28" - 34" MAXZY X
NOTE:
X SHALL BE < 25" (IN.)
Z SHALL BE > X.
WHEN X IS LESS THAN 20" (IN), Y SHALL BE 48" (IN) MAX.
WHEN X IS 20"-25" (IN), Y SHALL BE 44" (IN) MAX.
4' - 0"2' - 6"Z
X
COMPLY WITH ANSI A117.1
FIG. 308.3, 308.3.1, 308.3.2 48" MIN.30" MIN.48" MIN.30" MIN.30" MIN.48" MIN.CLEAR FLOOR SPACE
ANSI A117.1 -FIG. 305.3
FORWARD APPROACH
ANSI A117.1 -FIG. 305.5(a)
PARALLEL APPROACH
ANSI A117.1 -FIG. 305.5(b)0' - 9"27" MAX80" MAX.CANE DETECTION
AREA
COMPLY WITH ANSI A117.1
FIG. 307.4
LATCH SIDE APPROACH -SWINGING DOORS 48" MIN.YPULL SIDE
NOTE:
Y = 48" IF DOOR
HAS A CLOSER.
PUSH SIDE 42" MIN24" MIN 24" MIN.YCOMPLY WITH ANSI A117.1
FIG. 404.2.3.2
NOTE:
Y = 54" IF DOOR
HAS A CLOSER.60"HINGE SIDE APPROACH -SWINGING DOORS 42" MIN.YPULL SIDE PUSH SIDE
NOTE:
X=12" & Y=48"
IF DOOR HAS BOTH A
CLOSER AND LATCH.
36"
X 22" MIN.
COMPLY WITH ANSI A117.1
FIG. 404.2.3.260" MIN.PULL SIDE PUSH SIDE 48" MIN.NOTE:
X=12" IF DOOR HAS BOTH
A CLOSER AND LATCH.X
FRONT APPROACH -SWINGING DOORS
24" PREFERRED
18" MIN
COMPLY WITH ANSI A117.1
FIG. 404.2.3.2
0' - 4"2' - 3"32" MIN.
32" MIN
36" PREFERRED
FLOOR LINE
4" MAX. PROJECTION FOR
OBJECTS HIGHER THAN 27" (TYP.)
THAN 27" (TYP.)
PROTRUDING OBJECTS
LESS THAN 27" ARE DETECTABLE (TYP.)
IF THE ACCESSIBLE ROUTE IS
REDUCED TO LESS THAN 36",
THE WALL HUNG OBJECT
CANNOT BE WIDER THAN 24" MAX.
(TYP.)
48" MIN. CLEARMIN.1' - 3"48" MAX. TOP OF SWITCHESFLOOR LINE
RECEPTACLE (TYP.)
DIRECTION OF TRAVEL
SWITCHES/THERMOSTAT (TYP)
(30" C.F.S PERP.
TO WALL)9" MIN0' - 6" MIN.0' - 8" MIN.
17"-19"27" MIN.36" MAX.3' - 2 9/32"EQUIPMENT PERMITTED
IN SHADED AREA
SPOUT HEIGHT AND
KNEE CLEARANCE 30" MIN.48" MIN.
24" MAX
17"-19"36" MIN.COMPLY WITH ANSI A117.1
FIG. 306.3 & FIG. 602.5
11" MIN.
NOTE: ANY DRINKING
FOUNTAIN THAT PROTUDES
MORE THAN 4" INTO THE
ACCESSIBLE PATH SHALL
HAVE A CANE BARRIER ON
BOTH SIDES.
MAX.
0' - 6"
11" MIN.
MIN.
0' - 8"
17" MIN
27" MIN.OF LAVATORY34" MAX TO TOPTO REFLECTING SURFACE40" MAX48" MIN. CLEAR
DASHED LINE DENOTES MAX.
SIZE OF MOUNTING BRACKETS
FOR REMOVABLE PROTECTION
AND APPEARANCE PANEL.
FLOOR LINE
DIRECTION OF TRAVEL
HOT WATER AND DRAIN
PIPES EXPOSED UNDER
SINK SHALL BE INSULATED OR OTHERWISE
CONFIGURED SO AS TO PROTECT
AGAINST CONTACT.
THERE SHALL ALSO BE NO SHARP OR
ABRASIVE SURFACES
UNDER SINK.
REFLECTING SURFACE(WHEN APPLICABLE)
COMPLY WITH ANSI A117.1
SEC. 606.10' - 9" MIN.PROVIDE FULL HEIGHT, OUTWARD
SWINGING BASE CABINET DOORS
AND TOE KICK OR REMOVABLE
FACE AND TOE KICK AT BASE
CABINET TO PERMIT ACCESSIBLE
FRONT APPROACH
34" MAXCLEAR
30" MIN 2' - 10"OPEN
14
CD-29
COMPLY WITH ANSI A117.1
SEC. 804.4
11" MIN.12" PREFERRED9" MIN27" MIN.6 1/2" MAX34" MAX8" MIN.
SINKS WITH REAR
DRAIN PREFERRED
PIPE PROTECTION AND
APPEARANCE PANEL
ADJACENT CABINET,
WALL, AND FLOOR
MUST BE FINISHED TO
MATCH
OPEN BOTTOM FOR
VENTILATION AND
ACCESS TO RESET
BUTTONS
PROVIDE FULL -HEIGHT OUTWARD
SWINGING BASE CABINET DOORS AND TOE
KICK OR REMOVABLE FACE AND TOE KICK
TO PERMIT ACCESSIBLE FRONT APPROACH
COMPLY WITH ANSI A117.1
SEC. 804.1
THE FRONT PARTITION AND AT LEAST ONE
SIDE PARITION SHALL PROVIDE A TOE
CLEARANCE OF 9" MINIMUM ABOVE
THE FLOOR AND EXTENDING 6" BEYOND
THE COMPARTMENT SIDE FACE OF THE
PARTITION, EXCLUSIVE OF PARTITION SUPPORT
MEMBERS.
■TOE CLEARANCE AT THE FRONT PARTITION
IS NOT REQUIRED IN A COMPARTMENT GREATER
THAN 62 INCHES (1575 MM) DEEP WITH A WALL-HUNG
WATER CLOSET OR 65 INCHES (1650 MM) DEEP
WITH A FLOOR-MOUNTED WATER CLOSET
■TOE CLEARANCE AT THE SIDE PARTITION IS
NOT REQUIRED IN A COMPARTMENT GREATER
THAN 66" IN WIDTH.
(ANSI 2003: 604.8.5 / ADA 2010: 604.8.1.4) 2' - 10"CLEAR
30" MIN27" MINMAX.
1' - 11 125/128"
1- 1/2" MAX
COMPLY WITH ANSI A117.1
SEC. 804.1
KNEE AND TOE CLEARANCES REQUIRED
ONLY IN TYPE 'A' DWELLING UNITS AND
COMMON/PUBLIC AREAS
17" - 19"33" - 36"0' - 6" MIN.12" MIN.24" MIN.
36" MIN
REAR WALL ELEVATION
COMPLY WITH ANSI A117.1
SEC. 604.5.2
9" MIN. - 12" MAX.3' - 0"CLEAR MIN.
2' - 6"MAX17" MAX44" MAX2' - 6"4' - 0"18" MIN. - 2'-0" MAX DEEPTYP. URINAL
URINAL PARTITION
ACCESSIBLE
ELONGATED RIM
URINAL
30"X48" CLEAR
FLOOR SPACE IN
FRONT OF URINAL.
NOTE:
PROVIDE BLOCKING
AND/OR ANCHORS IN
WALLS FOR URINALS AND
PARTITIONS PER MANUF.
PRINTED INSTRUCTIONS
COMPLY WITH ANSI A117.1
SEC. 605.1
PER 1210.3.2 OF NCBC,
URINAL SCREENS SHALL
BE 9" MIN. -12" MAX.
ABOVE FLOOR AND BE 18"
MIN. DEEP AND EXTEND
60" MIN. ABOVE FLOOR 17"-19"33" - 36"12" MIN.42" MIN.
SIDE WALL ELEVATOIN 18" MIN.COMPLY WITH ANSI A117.1
FIGS. 604.4, 604.5.1, 604.7
INSTALL DISPENSORS PER
ANSI A117.1 FIG. 604.7
TOILET PAPER DISPENSER
ACCESS RANGE,
DISPENSER LOCATED
1 1/2" BELOW GRAB BAR
18" MIN.2' - 9" MAX.0' - 1 1/2"42" MAX.
7" - 9"
24" MIN.
54" MIN.1' - 6"60" MIN.36" MIN12" MAX
54" MIN
59" MIN W/ FLOOR MOUNTED W.C
56" MIN. W/ WALL MOUNTED W.C.32" MIN4" MAX
32" MIN
ALTERNATE DOOR
LOCATION
FLUSH HANDLE SHALL BE
LOCATED ON WIDE SIDE
OF ENCLOSURE
42" MIN
LATCH APPROACH ONLY.
OTHER APPROACHED 48"
MIN.
NOTE: IF PROVIDED,
COAT HOOKS
WITHIN TOILET
COMPARTMENTS
SHALL BE 48"
AFF.
COMPLY WITH ANSI A117.1
SEC. 604.9.3.10' - 4" MAX.60" MIN.
36" MIN.59" MIN. W/ FLOOR MOUNTED W.C.56" MIN W/ WALL MOUNTED W.C.36" MINFLUSH HANDLE SHALL
BE LOCATED ON WIDE
SIDE OF ENCLOSURE
NOTE:
IF PROVIDED,
COAT HOOKS WITHIN
TOILET COMPARTMENTS
SHALL BE 48" AFF
12" MAX.54" MIN.42" MIN.1' - 6"
MIN.
12"
MIN.
24"
30X40 CLEAR FLOOR SPACE
CENTERED TOP LOADING
APPLIANCE. EITHER PROVIDE DOOR
SWING AT 180 DEGREES
LAUNDRY EQUIPMENT PLAN
FRONT LAUNDRY
EQUIPMENT ELEVATION
TOP LAUNDRY
EQUIPMENT ELEVATION 15" MIN - 34" MAX TO BOTTOM OF OPENING36" , MAX TO DOORCOMPLY WITH ANSI A117.1
FIG. 611.2 & 611.4
30X40 CLEAR FLOOR
SPACE CAN OFFSET
A MAXIMUM OF 24"
FROM CENTER OF
DOOR OPENING
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:55:01 AMC:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA00.62
2247601
2009 ANSI
A117.1
GUIDELINES
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/2" = 1'-0"1 CLEAR FLOOR SPACE REQUIREMENTS
1/2" = 1'-0"2 CLEAR FLOOR SPACE REQUIREMENTS B1
1/2" = 1'-0"3 CLEAR FLOOR SPACE REQUIREMENTS C1
1/2" = 1'-0"4 CLEAR FLOOR SPACE REQUIREMENTS D1
1/4" = 1'-0"5 STAIR PROTECTION
1/2" = 1'-0"6 ACCESSIBLE DOORS - A1
1/2" = 1'-0"7 ACCESSIBLE DOORS - B1
1/2" = 1'-0"8 ACCESSIBLE DOORS - C1
1/2" = 1'-0"9 TYP. MOUNTING HEIGHTS
1/2" = 1'-0"10 DRINKING FOUNTAIN & WATER COOLERS
1/2" = 1'-0"11 ACCESSIBLE LAVATORY
1/4" = 1'-0"12 KITCHEN SINK ELEVATION
1/2" = 1'-0"13 KITCHEN / BATHROOM SINK SECTION
1/4" = 1'-0"14 COUNTERTOP & WORK SPACE
1/2" = 1'-0"17 ACCESSIBLE STALL - STANDARD STALL B1
1/4" = 1'-0"16 MOUNTING HEIGHTS & CLEARANCES FOR URINALS
1/2" = 1'-0"15 ACCESSIBLE STALLS - STANDARD STALL B1
1/2" = 1'-0"18 ACCESSIBLE STALL - STANDARD STALL C1
1/2" = 1'-0"19 ACCESSIBLE STALLS - STANDARD STALL D1
1/2" = 1'-0"20 LAUNDRY EQUIPMENT
DATE DESCRIPTION REV
ROOM
CORRIDOR
NOTE: PARTITION TAGS
SHOWN ARE EXAMPLES
ONLY AND DO NOT
REPRESENT ACTUAL TAGS
USED ON PLANS
ALL OTHER
WALLS ARE WB3
088
WB3 077 EXTENDS THIS DISTANCE
ROOM CORRIDOR
WB3
077
WB3
099
WB3
088
1. FOR WALL FINISH, SEE FINISH SCHEDULE.
2. FOR EXTENT OF FIRE RATED ASSEMBLIES, SEE FLOOR/UNIT PLANS. RATED
PARTITIONS SHALL BE CONTINUOUS FROM FLOOR TO UNDERSIDE OF STRUCTURE
ABOVE. PARTITIONS SHALL BE TIGHT FITTING AROUND ALL STRUCTURAL SHAPES
AND PENETRATIONS. ALL PERIMETERS SHALL BE CAULKED WITH ACOUSTIC
SEALANT. PROVIDE FIRE STOPPING. SEE SPECIFICATIONS.
3. DIFFERING PARTITION TYPES ARE TO BE ALIGNED SO THAT THE FINISH SURFACES
ARE FLUSH AND CONTINUE UNBROKEN IN ROOM, UNLESS OTHERWISE NOTED.
4. PROVIDE BACKING PLATES AS REQUIRED AT ALL STUDS SUPPORTING EQUIPMENT
AND FIXTURES SHOWN ON THE PLAN AND INTERIOR ELEVATIONS, SUCH AS GRAB
BARS, HANDRAILS, ACCESSORIES, CASEWORK, SHELVING, LIGHT FIXTURES,
PLUMBING, ETC. REFER TO THE SPECIFICATIONS.
5. AT CERAMIC TILE WALLS, PROVIDE CONTINUOUS BEAD OF SEALANT AT ALL INTERIOR
CORNERS
6. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF PLYWOOD SHEATHING FOR
SHEAR WALLS
7. PROVIDE TILE BACKER BOARD (SIMILAR TO A DENSSHIELD TILE BACKER BOARD)
WHEREVER TILE IS INSTALLED IN A WET AREA.
8. AT ALL OTHER WET AREAS SUCH AS ALL REMAINING BATHROOMS
WALLS/CEILINGS/LAUNDRY ROOM WALLS WHERE WET UTILITIES ARE LOCATED.
WALLS WHERE ICE MACHINE CONNECTIONS ARE LOCATED AND MECHANICAL ROOM
WHERE WET UTILITIES ARE LOCATED. MOISTURE RESISTANT GYPSUM BOARD IS
REQUIRED.
9. MOISTURE RESISTANT GYPSUM BOARD IS ALSO ACCEPTABLE TO BE USED AS
KITCHEN THE BACK SPLASHES.
10. PARTITION TYPES ARE INDICATED IN SQUARE BOX SYMBOLS LINKED TO THE WALL
THEY DESCRIBE.
11. THE PARTITION TYPE EXTENDS THE ENTIRE LENGTH OF THE WALL WHERE IT IS
SHOWN, ACROSS DOORS, WINDOWS, AND MINOR PROJECTIONS OR RECESSES (E.G.
AT WATER FOUNTAINS). THE PARTITION TYPE ENDS AT THE INTERSECTION WITH
ANOTHER SPACE, DEFINED BY AN INSIDE OR OUTSIDE CORNER, INCLUDING
INTERVENING CORRIDORS, UNLESS OTHERWISE SPECIFICALLY NOTED ON THE
DRAWINGS. SEE EXAMPLES BELOW:
PARTITION GENERAL NOTES
NOTES:
1. CI = CONTINUOUS INSULATION
2. NR = NO REQUIRED
3. SHGC = SOLAR HEAT GAIN
COEFFICIENT
4. PF = PROJECTION FACTOR
LOCATION / ASSEMBLY
ROOFS:
INSULATION ENTIRELY ABOVE DECK
ATTIC AND OTHER
BUILDING INSULATION SCHEDULE
R-25
R-38
R-VALUE U-VALUE
PER 2018 NORTH CAROLINA STATE BUILDING CODE: ENERGY CONSERVATION CODE
PROJECT FALLS INTO ZONE 3A
( TABLE R301.1 C402.1.3 & C402.4 )
SHGC
CI
WALLS, ABOVE GRADE:
MASS:
METAL FRAMED
WOOD FRAMED AND OTHER R-13 + R-3.8
OR R-20
WALLS, BELOW GRADE:
BELOW GRADE WALL R-7.5
FLOORS:
MASS
WOOD FRAMING
R-12.5
R-30
CI
SLAB ON GRADE FLOORS:
UNHEATED SLABS:
HEATED SLABS:
R-10 for
24"
OPAQUE DOORS:
SWINGING
ROLL-UP OR SLIDING
U-0.50
FENESTRATION:
U-0.32
U-0.45
U-0.77
FRAMING MATERIAL OTHER THAN METAL W/
OR W/OUT REINFORCEMENT OR CLADDING
STOREFRONT
ENTRANCE DOORS
CI
R-9.5 CICI
R-13 + R-7.5CI
CI
U-0.039
U-0.041
U-0.104
U-0.064
U-0.064
C-0.119C-0.119
U-0.064
U-0.033
F-0.540
F-0.860
U-0.50
0.25
0.33
0.40
PF <0.25
0.25<PF<0.5
PF>0.5
ALL OTHER GROUP R ALL OTHER GROUP R
R-25
R-38
CI
R-7.6
R-13 + R-7.5CI
R-13 + R-3.8
OR R-20
CI
R-7.5 CI
R-12
R-30
CI
R-15 for 24"
NR
R-15 for 24"
U-0.039
U-0.041
U-0.123
U-0.064
U-0.064
U-0.064
U-0.033
F-0.730
F-0.860
U-0.70
U-0.50
WW3
33
WALL TYPE LEGEND:
1ST LETTER INDICATES STRUCTURAL MATERIAL
C POURED IN PLACE CONCRETE
F METAL FURRING / WOOD FURRING
M MASONRY
P PRECAST CONCRETE
S METAL STUD / CHANNEL
W WOOD
2ND LETTER INDICATES INSULATION
O NONE
B BATT INSULATION
C CELLULOSE
D BATT + BOARD INSULATION
R BOARD INSULATION
S SOUND
FIRE RATING
1 1 HOUR
2 2 HOUR
3 3 HOUR
4 4 HOUR
NUMBER INDICATES VARIATIONS
Structural Number Component Size & Composition
Material Designation
Non-Stud if
if Applicable Stud if Applicable
C,M,P 00-09 MATERIAL
C,F,M,P,S,W 10-19 MATERIAL +< 2x4 WOOD STUD

20-39 MATERIAL +2x4 WOOD STUD
40-59 MATERIAL +2x6 WOOD STUD
60-69 > 2x6 WOOD STUD
C,M,P,S,W 70-79 MATERIAL +2x4 WOOD STUD EACH SIDE
80-89 MATERIAL +2x6 WOOD STUD EACH SIDE
90-99 MATERIAL VARYING DOUBLE STUD CONDITIONS
C,F,M,P,S,W 100-109 MATERIAL +< 3 5/8" METAL STUD
110-129 MATERIAL +3 5/8" =< 6" METAL STUD
130-149 MATERIAL +>= 6" METAL STUD
150-159 MATERIAL +3 5/8"=< 6" METAL STUD EACH SIDE
160-169 MATERIAL +>=6" METAL STUD EACH SIDE
C,M,P,S,W 170-179 MATERIAL +VARYING DOUBLE STUD CONDITIONS
M 180-189 OTHER MASONRY
*FIRE AND SOUND TEST NUMBERS BASED ON THE FOLLOWING:
-FIRE RESISTANCE DIRECTORY 2011 EDITION BY UL (UNDERWRITERS LAB INC.)
-FIRE RESISTANCE SOUND CONTROL DESIGN MANUAL 18TH
EDITION 2009 BY GYPSUM ASSOCIATIONS. C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:55:03 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA00.70
2247601
PARTITION &
ASSEMBLY
GENERAL
NOTES
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1HR RATED 8" CMU
FILL AS REQUIRED BY
STRUCTURAL
AND/ OR FIRE RATING
NOTE:
WHERE C.I.P. / CMU WALL
ASSEMBLY IS USED BELOW
GRADE, A 60MIL SELF-ADHERING
MEMBRANE SHALL BE PROVIDED
AS WATER RESISTIVE BARRIER.
60MIL SELF-ADHERING
MEMBRANE AS REQ
WHEN BELOW GRADE
STRUCTURAL
THICKNESS PER
2 HOUR CONCRETE WALL -WALL TYPE
CO2
(PER FIGURE 721.1 (2)(a) -NCBC CHAP. 7
ITEM NUMBER 4.1.1)
-SILICEOUS AGGREGATE CONCRETE
2 HOUR RATING-
MIN. FINISH THICKNESS OF 5.0"
-CARBONDATE AGGREGATE CONCRETE:
2 HOUR RATING -
MIN. FINISHED THICKNESS OF 4.6"
CO2
002
10"
12"
5/8" TYPE 'X' GWB OVER 7/8"
METAL FURRING AT EITHER
SIDE OR BOTH SIDES PER
FINISH SCHEDULE
CO2
003
8"
NOTE:
1) SEE ELEVATIONS FOR LOCATIONS WHERE EXTERIOR
FINISH IS REQUIRED FOR WALL TYPE CO2
2) SEE FINISH SCHEDULE FOR INTERIOR FINISHES WITH
WALL TYPE CO2
3) WHERE CMU WALL ASSEMBLY IS USED BELOW GRADE,
A 60MIL SELF-ADHERING MEMBRANE SHALL BE
PROVIDED AS WATER RESISTIVE BARRIER.
R-7.5 (MIN) INSULATION
BOARD AT OCCUPIED
SPACES ON EXTERIOR
FACE OF WALL
CO2
001
STO FINISH
STO MESH EMBEDDED IN
BASE COAT
FLUID-APPLIED STOGUARD
AIR/MOISTURE BARRIER
EXTERIOR
COORDINATE W/
ELEVATIONS
INTERIOR
COORDINATE W/
FINISH SCHEDULE
LIQUID APPLIED AIR
AND MOISTURE BARRIER
CAST-IN-PLACE
CONCRETE WALL
-REFER TO STRUCTURAL
CO3
003
12"
3 HOUR CONCRETE WALL -WALL TYPE
CO3
(PER FIGURE 721.1 (2)(a) -NCBC CHAP. 7
ITEM NUMBER 4.1.1)
-SILICEOUS AGGREGATE CONCRETE
3 HOUR RATING-
MIN. FINISH THICKNESS OF 6.2"
-CARBONDATE AGGREGATE CONCRETE:
3 HOUR RATING -
MIN. FINISHED THICKNESS OF 5.7"
5/8" TYPE 'X' GWB OVER
7/8" METAL FURRING PER
FINISH SCHEDULE
CO3
002
10"
R-7.5 (MIN) INSULATION
BOARD AT OCCUPIED
SPACES ON EXTERIOR
FACE OF WALL
NOTE:
WHERE C.I.P. / CMU WALL
ASSEMBLY IS USED BELOW
GRADE, A 60MIL SELF-ADHERING
MEMBRANE SHALL BE PROVIDED
AS WATER RESISTIVE BARRIER.
STO FINISH
STO MESH EMBEDDED IN
BASE COAT
FLUID-APPLIED STOGUARD
AIR/MOISTURE BARRIER
STRUCTURAL
THICKNESS PER
EXTERIOR
COORDINATE W/
ELEVATIONS
INTERIOR
COORDINATE W/
FINISH SCHEDULE
UL# U905
2 HR RATED 8" CMU
FILL AS REQUIRED
BY STRUCTURAL
7/8" FURRING
CHANNEL
(1) LAYER 5/8"
GYPSUM BOARD
WEATHER RESISTANT
BARRIER (MUST COMPLY
W/ NFPA 285)
FIBER CEMENT PANEL
R-7.5 CONTINUOUS
RIGID INSULATION
Z-CHANNEL
EXTERIOR INTERIOR
UL# U905
2 HR RATED 8" CMU
FILL AS REQUIRED
BY STRUCTURAL
7/8" FURRING
CHANNEL
(1) LAYER 5/8"
GYPSUM BOARD
UL# U905
2 HR RATED 8" CMU
FILL AS REQUIRED
BY STRUCTURAL
(1) LAYER 5/8"
GYPSUM BOARD
EXTERIOR INTERIOR
FIRE RETARDANT
EXTERIOR SHEATHING
WEATHER RESISTANT
BARRIER (MUST
COMPLY W/ NFPA 285)
R-7.5 CONTINUOUS
RIGID INSULATION
METAL PANEL
SNAP-ON STANDING SEAM CLIP
W/ FASTENERS ATTACHED PER
MANUFACTURER
SNAP-ON STANDING SEAM CAP
DRAINAGE MAT
7/8" FURRING
CHANNEL
FILL AS REQUIRED
BY STRUCTURAL
8"
7/8" FURRING
CHANNEL
(1) LAYER 5/8"
GYPSUM BOARD
UL# U905
2 HR RATED 8" CMU
FILL AS REQUIRED
BY STRUCTURAL
*STC RATING 55-59
SOUND TEST :
EXTERIOR
COORDINATE W/
ELEVATIONS
LIQUID APPLIED AIR
AND MOISTURE BARRIER
12"
5/8" TYPE 'X' GWB OVER
7/8" METAL FURRING PER
FINISH SCHEDULE
CO
002
10"
R-7.5 (MIN) INSULATION
BOARD AT OCCUPIED
SPACES ON EXTERIOR
FACE OF WALL
NOTE:
WHERE C.I.P. / CMU WALL
ASSEMBLY IS USED BELOW
GRADE, A 60MIL SELF-ADHERING
MEMBRANE SHALL BE PROVIDED
AS WATER RESISTIVE BARRIER.
STO FINISH
STO MESH EMBEDDED IN
BASE COAT
FLUID-APPLIED STOGUARD
AIR/MOISTURE BARRIER
INTERIOR
COORDINATE W/
FINISH SCHEDULE
CO
003
6"
CAST-IN-PLACE
CONCRETE WALL
-REFER TO STRUCTURAL
STRUCTURAL
THICKNESS PER
CO
001
8"
8" CMU
FILL AS REQUIRED BY
STRUCTURAL
AND/ OR FIRE RATING
NOTE:
WHERE C.I.P. / CMU WALL
ASSEMBLY IS USED BELOW
GRADE, A 60MIL SELF-ADHERING
MEMBRANE SHALL BE PROVIDED
AS WATER RESISTIVE BARRIER.
60MIL SELF-ADHERING
MEMBRANE AS REQ
WHEN BELOW GRADE
FIBER CEMENT LAP SIDING
FILL AS REQUIRED
BY STRUCTURAL
FIBER CEMENT PANEL
EXTERIOR INTERIOR
FIRE RETARDANT
EXTERIOR SHEATHING
WEATHER RESISTANT
BARRIER (MUST
COMPLY W/ NFPA 285)
FIBER CEMENT
PANEL ON Z-
CHANNELS
FILL AS REQUIRED
BY STRUCTURAL
CEMBRIT PANEL
EXTERIOR INTERIOR
FIRE RETARDANT
EXTERIOR SHEATHING
WEATHER RESISTANT
BARRIER (MUST
COMPLY W/ NFPA 285)
CEMBRIT PANEL
FILL AS REQUIRED
BY STRUCTURAL
FIRE RETARDANT
EXTERIOR SHEATHING
WEATHER RESISTANT
BARRIER (MUST
COMPLY W/ NFPA 285)
FIBER CEMENT LAP
SIDING ON Z-
CHANNELS
EXTERIOR INTERIOR
FILL AS REQUIRED
BY STRUCTURAL
METAL PANEL
EXTERIOR INTERIOR
FIRE RETARDANT
EXTERIOR SHEATHING
WEATHER RESISTANT
BARRIER (MUST
COMPLY W/ NFPA 285)
METAL PANEL
SNAP-ON STANDING SEAM CLIP
W/ FASTENERS ATTACHED PER
MANUFACTURER
DRAINAGE MAT
8"
BRICK VENEER
EXTERIOR INTERIOR
FIRE RETARDANT
EXTERIOR SHEATHING
BRICK VENEER
WEATHER RESISTANT
BARRIER (MUST COMPLY
W/ NFPA 285)
GALVANIZED STEEL 2
PIECE ADJUSTABLE WALL
TIES SPACED AT 16" O.C.C
VERTICALLY AND 32" O.C.
HORIZONTALLY
AIR SPACE
6" STRIP SELF ADHERED
FLASHING AT WALL TIES
FILL AS REQUIRED
BY STRUCTURAL
R-7.5 CONTINUOUS
RIGID INSULATION
R-7.5 CONTINUOUS
RIGID INSULATION
R-7.5 CONTINUOUS
RIGID INSULATION
FIBER CEMENT
PANEL ON Z-
CHANNELS
SNAP-ON STANDING
SEAM CAP
R-7.5 CONTINUOUS
RIGID INSULATION
8"
7/8" FURRING
CHANNEL
(1) LAYER 5/8"
GYPSUM BOARD
UL# U905
2 HR RATED 8" CMU
FILL AS REQUIRED BY
STRUCTURAL
AND/ OR FIRE RATING
*STC RATING 55-59
SOUND TEST :
STO FINISH
R-7.5 (MIN) INSULATION
BOARD AT OCCUPIED
SPACE ON EXTERIOR
FACE OF WALL
MO2
102 12"
NOTE:
WHERE C.I.P. / CMU WALL
ASSEMBLY IS USED BELOW
GRADE, A 60MIL WATERPROOF
MEMBRANE SHALL BE PROVIDED
AS WATER RESISTIVE BARRIER.
MO3
001 8"
UL# U907 -3HR CMU WALL
STO MESH EMBEDDED IN
BASE COAT
FLUID-APPLIED STOGUARD
AIR/MOISTURE BARRIER
EXTERIOR
COORDINATE W/
ELEVATIONS
INTERIOR
COORDINATE W/
FINISH SCHEDULE
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:55:06 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA00.71
2247601
MASS WALL
PARTITION
DETAILS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1HR RATED CMU WALL
1
2 HR RATED CAST IN PLACE WALL
2
3 HR CAST IN PLACE WALL
3
UL# U905 - 2 HR 8" CMU W/ FIBER CEMENT PANEL
4
UL# U905 - 2 HR 8" CMU W/ FURRING
5
UL# U905 - 2 HR 8" CMU W/ FIBER CEMENT PANEL
7
UL# U905 - 2 HR 8" CMU W/ FURRING
8
NON RATED CAST IN PLACE WALL
9
NON RATED CMU WALL
10
UL# U905
2 HR EXT. CMU WALL W/ MULTIPLE FINISH
CONDITIONS
11
UL# U905 - 2HR CMU WALL
12
DATE DESCRIPTION REV
FLOOR
STRUCTURE
FLOOR
CONDITION
CONT. BEAD OF SEALANT
1 LAYER 5/8" TYPE "X"
GYPSUM BOARD
METAL STUD FRAMING SPACED
AT 24" O.C. U.N.O.
BASE AS SCHEDULE,
SEE INTERIOR DWGS.
CONTINUOUS METAL RUNNER
CONT. BEAD OF ACOUSTICAL
SEALANT, ALONG TOP OF
TRACK
CONT. BEAD OF SEALANT,
CONT. BEAD OF ACOUSTICAL
SEALANT, ALONG TOP OF
TRACK ON SCHEDULED SOUND
PARTITIONS
FO
1306"
FB
130
WALL TO HAVE BATT
INSULATION AT
WALL TYPES FB 110
AND FB 130
FB
110
6"
3 5/8"
FO
110
3 5/8"
FLOOR
STRUCTURE
FLOOR
CONDITION
CONT. BEAD OF SEALANT, EACH
SIDE
1 LAYER 5/8" TYPE "X"
GYPSUM BOARD EACH SIDE
METAL STUD FRAMING SPACED
AT 24" O.C. U.N.O.
BASE AS SCHEDULE,
SEE INTERIOR DWGS.
CONTINUOUS METAL RUNNER
CONT. BEAD OF ACOUSTICAL
SEALANT, ALONG TOP OF
TRACK
CONT. BEAD OF SEALANT, EACH
SIDE
CONT. BEAD OF ACOUSTICAL
SEALANT, ALONG TOP OF
TRACK ON SCHEDULED SOUND
PARTITIONS
UNIT UNIT
SO
130
6"
3 5/8"
SB
130
WALL TO HAVE BATT
INSULATION AT
WALL TYPES SB 110
AND SB 130
SB
110
3 5/8"
6"
FLOOR
STRUCTURE
FLOOR
CONDITION
CONT. BEAD OF SEALANT, EACH
SIDE
(2) LAYER 5/8" TYPE "X"
GYPSUM BOARD ONE SIDE TO
ALIGN WITH (2) LAYERS GWB
AT RATED WALL ASSEMBLY
ADJACENT-REFER TO PLAN
FOR SPECIFIC CONDITIONS
AND MAINTAIN WALL FINISH
ALIGNMENT
METAL STUD FRAMING SPACED
AT 24" O.C. U.N.O.
BASE AS SCHEDULE,
SEE INTERIOR DWGS.
CONTINUOUS METAL RUNNER
CONT. BEAD OF ACOUSTICAL
SEALANT, ALONG TOP OF
TRACK
CONT. BEAD OF SEALANT, EACH
SIDE
CL
CONT. BEAD OF ACOUSTICAL
SEALANT, ALONG TOP OF
TRACK ON SCHEDULED SOUND
PARTITIONS
CL
UNIT UNIT
3 5/8"
1 LAYER 5/8" TYPE "X"
GYPSUM BOARD
FLOOR
STRUCTURE
FLOOR
CONDITION
CONT. BEAD OF FIRE SEALANT,
EACH SIDE
2 LAYERS 5/8" TYPE "X"
GYPSUM BOARD EACH SIDE
METAL STUD FRAMING SPACED
AT 24" O.C. U.N.O.
BASE AS SCHEDULE,
SEE INTERIOR DWGS.
CONTINUOUS METAL RUNNER
CONT. BEAD OF ACOUSTICAL
SEALANT, ALONG TOP OF
TRACK
CONT. BEAD OF FIRE SEALANT,
EACH SIDE
CL
CONT. BEAD OF ACOUSTICAL
SEALANT, ALONG TOP OF
TRACK ON SCHEDULED SOUND
PARTITIONS
CL
INTERIOR INTERIOR
SB2
170
MIN 3 1/2" BATT INSULATION
IN BOTH WALLS
1" AIRSPACE
*STC RATING 55-59
SOUND TEST : RAL TL76-156
0' - 1"
HEAD
CONDITION
PLAN
CONDITION
SB2
1503 5/8" EA. SIDE
6" EA. SIDE
3 5/8" (1) SIDE
6" (1) SIDE
BRACING, VERTICAL SPACING
NOT TO EXCEED 48" O.C.
FLOOR
STRUCTURE
FLOOR
CONDITION
CONT. BEAD OF FIRE SEALANT,
EACH SIDE
1 LAYER 5/8" TYPE "X"
GYPSUM BOARD EACH SIDE
METAL STUD FRAMING SPACED
AT 24" O.C. U.N.O.
BASE AS SCHEDULE,
SEE INTERIOR DWGS.
CONT. BEAD OF ACOUSTICAL
SEALANT, ALONG TOP OF
TRACK
CONT. BEAD OF FIRE SEALANT,
EACH SIDE
CL
CONT. BEAD OF ACOUSTICAL
SEALANT, ALONG TOP OF
TRACK ON SCHEDULED SOUND
PARTITIONS
CL
INTERIOR INTERIOR
SB1
135
6"
3 5/8"
BATT INSULATION; R-13 WITH 3 5/8"
MTL STUD, R-19 WITH 6" MTL STUD;
REF UL ASSEMBLY
FLOOR
STRUCTURE
FLOOR
CONDITION
CONT. BEAD OF FIRE SEALANT,
EACH SIDE
1 LAYER 1-3/8" QUIETROCK 545
GYPSUM BOARD EACH SIDE
METAL STUD FRAMING SPACED
AT 24" O.C. U.N.O.
BASE AS SCHEDULE,
SEE INTERIOR DWGS.
CONTINUOUS METAL RUNNER
CONT. BEAD OF ACOUSTICAL
SEALANT, ALONG TOP OF
TRACK
CONT. BEAD OF FIRE SEALANT,
EACH SIDE
CL
CONT. BEAD OF ACOUSTICAL
SEALANT, ALONG TOP OF
TRACK ON SCHEDULED SOUND
PARTITIONS
CL
INTERIOR INTERIOR
SB1
135
6"
3 5/8"
BATT INSULATION
FLOOR CONDITION
SB1 140 -STC 53
PER SLR REPORT
6"
FLOOR
STRUCTURE
CONT. BEAD OF FIRE SEALANT,
EACH SIDE
2 LAYERS 5/8" TYPE "X"
GYPSUM BOARD EACH SIDE
BASE AS SCHEDULE,
SEE INTERIOR DWGS.
CONT. BEAD OF ACOUSTICAL
SEALANT, ALONG TOP OF
TRACK
CONT. BEAD OF FIRE SEALANT,
EACH SIDE
CONT. BEAD OF ACOUSTICAL
SEALANT, ALONG TOP OF
TRACK ON SCHEDULED SOUND
PARTITIONS
UNIT
OR
ELEC. / MECH.
R-19 BATT INSULATION
CORRIDOR
1 HR CORRIDOR -25 GAUGE 6"
METAL STUD FRAMING SPACED
AT 24" O.C. U.N.O.
2 HR INT BRNG -6" METAL STUD
FRAMING (SEE STRUCTURAL
FOR GAUGE AND SPACING
6"
SB1
140
UL# U425
1HR CORRIDOR NON BEARING METAL STUD WALL
AT PODIUM LEVELS
FLOOR
STRUCTURE
FLOOR CONDITION
CONT. BEAD OF FIRE SEALANT,
EACH SIDE
2 LAYERS 5/8" TYPE 'X'
GYPSUM BOARD FOR STC
RATING SHOWN BELOW
6" METAL STUD FRAMING
SPACED AT 24" O.C. U.N.O.
BASE AS SCHEDULE,
SEE INTERIOR DWGS.
R-19 BATT INSULATION
CONTINUOUS METAL RUNNER
CONT. BEAD OF ACOUSTICAL
SEALANT, ALONG TOP OF
TRACK
CONT. BEAD OF FIRE SEALANT,
EACH SIDE
CONT. BEAD OF ACOUSTICAL SEALANT, ALONG TOP
OF TRACK ON SCHEDULED SOUND PARTITIONS
UNIT UNIT
6"
STC 59
PER SLR REPORT
1/2" RESILIENT CHANNELS
SPACED VERTICALLY @ 24" O.C.
FLOOR
STRUCTURE
FLOOR
CONDITION
CONT. BEAD OF SEALANT
1 LAYER 5/8" TYPE "X"
GYPSUM BOARD
METAL STUD FRAMING SPACED
AT 24" O.C. U.N.O.
BASE AS SCHEDULE,
SEE INTERIOR DWGS.
CONTINUOUS METAL RUNNER
CONT. BEAD OF ACOUSTICAL
SEALANT, ALONG TOP OF
TRACK
CONT. BEAD OF SEALANT,
CL
CONT. BEAD OF ACOUSTICAL
SEALANT, ALONG TOP OF
TRACK ON SCHEDULED SOUND
PARTITIONS
CL
SB1
133
6"
3 5/8"
CORRIDORPARKING DECK
BATT INSULATION
1/2" STRUCTUAL FRT SHEATHING
1 HOUR BEARING STUD WALL:
(CALCULATED PER IBC CH. 7, SECTION 722.6)
-(1) LAYER 5/8" TYPE 'X' GYPSUM BOARD = 40 MIN.
-(1) LAYER 1/2" STRUCTURAL FRT SHEATHING = 30
MIN.
SB1
132
6"
3 5/8"
FLOOR
STRUCTURE
FLOOR
CONDITION
CONT. BEAD OF FIRE SEALANT,
EACH SIDE
2 LAYERS 1/2" TYPE "X"
GYPSUM BOARD EACH SIDE
METAL STUD FRAMING SPACED
AT 24" O.C. U.N.O.
BASE AS SCHEDULE,
SEE INTERIOR DWGS.
SOUND ATTENUATION BATT
(SEE WALL ASSEMBLY)
CONTINUOUS METAL RUNNER
CONT. BEAD OF ACOUSTICAL
SEALANT, ALONG TOP OF
TRACK
CONT. BEAD OF FIRE SEALANT,
EACH SIDE
CL
CONT. BEAD OF ACOUSTICAL
SEALANT, ALONG TOP OF
TRACK ON SCHEDULED SOUND
PARTITIONS
CL
CORRIDOR UNIT
6" METAL STUD
1 LAYER 5/8" GYPSUM
BOARD SHEATING
2 LAYERS 3/4" TYPE "X"
GYPSUM BOARD
STUCCO
R-13 BATT
INSULATION IN
6" METAL STUD
STO FINISH COAT
FLUID-APPLIED STOGUARD
AIR/MOISTURE BARRIER
STO MESH EMBEDDED
IN BASE COAT
R-7.5 ci (MIN) CONTINUOUS
RIGID INSULATION
NOTE:
ENVELOPE BASIS OF DESIGN
IS TO BE StoTherm ci XPS
SD2
140 8" METAL STUD
EXTERIOR
COORDINATE W/
ELEVATIONS
INTERIOR
COORDINATE W/
FINISH SCHEDULE
FLOOR
CONDITION
6"
STC: 60
TEST # NOAL 18-0910
SEPARATING AMENITY SPACES FROM RESIDENTIAL SPACES
FLOOR
STRUCTURE
CONT. BEAD OF FIRE SEALANT,
EACH SIDE
2 LAYERS 5/8" TYPE "X"
GYPSUM BOARD FOR STC
RATING SHOWN BELOW
6" METAL STUD FRAMING
SPACED AT 24" O.C. U.N.O.
BASE AS SCHEDULE,
SEE INTERIOR DWGS.
CONT. BEAD OF ACOUSTICAL
SEALANT, ALONG TOP OF
TRACK
CONT. BEAD OF FIRE SEALANT,
EACH SIDE
CONT. BEAD OF ACOUSTICAL
SEALANT, ALONG TOP OF
TRACK ON SCHEDULED SOUND
PARTITIONS
AMENITY
R-19 BATT INSULATION
UNIT
1 LAYER 1-3/8" QUIETROCK 545
GYPSUM BOARD
5/8" CEMENT BOARD AT WET
WALL FOR SPA AREA
FINISH AS SCHEDULED
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:55:10 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA00.72
2247601
METAL STUD
WALL
PARTITION
DETAILS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCNON-RATED INTERIOR NON-BEARING
METAL STUD FURRING WALL
1
NON-RATED INTERIOR NON-BEARING METAL
STUD WALL
2
NON-RATED INTERIOR NON-BEARING METAL
STUD WALL W/ EXTRA GWB LAYER (1) SIDE
3
UL# U420
2 HR INTERIOR NON-BEARING METAL STUD WALL
4
UL# U425
1 HR INTERIOR BEARING METAL STUD WALL
5
UL# U425
1 HR INTERIOR BEARING METAL STUD WALL
6
UL# U425
2HR CORRIDOR / DEMISING BEARING METAL
STUD WALL
7
UL# U425 - 1HR DEMISING BEARING METAL STUD
WALL
8
UL# U425 - 1HR RATED BEARING METAL STUD
WALL
9
UL# U425 - 1HR RATED CORRIDOR BEARING
METAL STUD WALL
10
UL# W425 2 HR - EXTERIOR METAL STUD WALL
WITH STUCCO FINISH CONDITIONS
11
UL# U425
2 HR INTERIOR BEARING METAL STUD WALL
12
DATE DESCRIPTION REV
1 LAYER 5/8" TYPE "X"
GYPSUM BOARD
7/8" RESILIENT CHANNEL
7/8" RESILIENT CHANNEL
EXTERIOR
FIRE RETARDANT
EXTERIOR SHEATHING
WEATHER RESISTANT
BARRIER (MUST
COMPLY W/ NFPA 285)
3/8" THICK BY 1-1/2" WIDE FRT
WOOD FURRING STRIP
INSTALLED VERTICALLY (MUST
COMPLY W/ NFPA 285)
SPACING PER MANUFACTUERS
SPECIFICATIONS
FIBER CEMENT
PANEL
FLOOR
STRUCTURE
FLOOR CONDITION
CONT. BEAD OF FIRE SEALANT,
EACH SIDE
2 LAYERS 5/8" TYPE "X"
GYPSUM BOARD @ EACH SIDE
FOR UNIT TO UNIT STC RATING
SHOWN BELOW
25 GAUGE 6" METAL STUD
FRAMING SPACED AT 24" O.C.
U.N.O.
BASE AS SCHEDULE,
SEE INTERIOR DWGS.
CONTINUOUS METAL RUNNER
CONT. BEAD OF ACOUSTICAL
SEALANT, ALONG TOP OF
TRACK
CONT. BEAD OF FIRE SEALANT,
EACH SIDE
CONT. BEAD OF ACOUSTICAL
SEALANT, ALONG TOP OF
TRACK ON SCHEDULED SOUND
PARTITIONS
CL
UNIT
OR
MAILROOM
6"
R-19 BATT INSULATION
STC 57
PER SLR REPORT
UNIT
OR
FIRE COMMAND CENTER
FLOOR
STRUCTURE
FLOOR
CONDITION
CONT. BEAD OF SEALANT AT
EACH SIDE
1 LAYER 5/8" TYPE "X"
GYPSUM BOARD AT
EACH SIDE
METAL STUD FRAMING SPACED
AT 24" O.C. U.N.O.
BASE AS SCHEDULE,
SEE INTERIOR DWGS.
CONT. BEAD OF ACOUSTICAL
SEALANT, ALONG TOP OF
TRACK AT EACH SIDE
CONT. BEAD OF SEALANT,
CONT. BEAD OF ACOUSTICAL
SEALANT, ALONG TOP OF
TRACK ON SCHEDULED SOUND
PARTITIONS AT EACH SIDE
0' - 0 5/8"0' - 2 1/2"
0' - 7" @SB 151
0' - 5"0' - 2 1/2"0' - 0 5/8"
SB
151
12"
10"
INTERIOR
ADDITIONAL LAYER OF
GYP AS NEEDED TO
ALIGN WITH WALLS
BEYOND.
(2) 5/8" TYPE
"X" GWB
1 LAYER 1"
GYPSUM
LINER PANEL
SHAFT
BATT
INSULATION
2 1/2" C-H SHAPED 25
GAUGE METAL STUDS
SPACED 24" (MAX) O.C.
SYSTEM B
FURRING WALL WHERE
LOAD BEARING
CONDITIONS OCCUR
SB2
106
UL# U415
2 HR RATED SHAFT WALL -SYSTEM B
SYSTEM A
5/8" TYPE "X"
GWB
1 LAYER 1"
GYPSUM
LINER PANEL
BATT
INSULATION
6" METAL STUD
INTERIOREXTERIOR
FIRE RETARDANT
EXTERIOR SHEATHING
1 LAYER 5/8" TYPE "X"
GYPSUM BOARD
WEATHER RESISTANT
BARRIER (MUST
COMPLY W/ NFPA 285)
R-7.5 CONTINUOUS
RIGID INSULATION
FIRE RETARDANT
EXTERIOR SHEATHING
6" METAL STUD
INTERIOREXTERIOR
FIRE RETARDANT
EXTERIOR SHEATHING
1 LAYER 5/8" TYPE "X"
GYPSUM BOARD
WEATHER RESISTANT
BARRIER (MUST
COMPLY W/ NFPA 285)
CEMBRIT PANEL
R-7.5 CONTINUOUS
RIGID INSULATION
HP GFRC PANELS
BACKER ROD AND
SEALANT
FIELD ATTACH "Z" CLIP
AT STUD FRAMING
2 LAYERS 5/8" TYPE "X"
GYPSUM BOARD
1 LAYER 1" GYPSUM
LINER PANEL
2 1/2" C-H METAL STUDS
@ 24" O.C.
SHAFT INTERIOR
BATT INSULATION
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:55:13 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA00.73
2247601
METAL STUD
WALL
PARTITION
DETAILS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC7/8" FURRING WALL
1
EXTERIOR 7/8" FURRING WALL
2
UL #U419 - 1HR DEMISING NON-BEARING WALL
3
NON-RATED INTERIOR NON-BEARING METAL
DOUBLE STUD WALL
4
UL# U415
1 HR RATED SHAFT WALL - SYSTEM A
5
UL# V454
1 HR - EXTERIOR METAL STUD WALL W/
SHEATHING FINISH
6
UL# V454
1 HR - EXTERIOR METAL STUD WALL W/
GFRC FINISH
7
UL# U428 2 HR RATED NON-BEARING SHAFT WALL
8
DATE DESCRIPTION REV
5/8" TYPE "X" GYPSUM BOARD
@ EACH SIDE
2X4 WOOD STUD
(SEE STRUCTURAL, DWGS.)
NOTE:
USE 1/2" CEMENT BACKER UNIT
WITH CERAMIC TILE WHERE
INDICATED ON FINISH SCHEDULE
INTERIOR INTERIOR
*BATT INSULATION PER
WALL TAG
5/8" GYPSUM BOARD
@ EACH SIDE
2x4 WOOD STUD (SEE
STRUCTURAL DWGS.)
NOTE:
USE 1/2" CEMENT
BACKER UNIT W/
CERAMIC TILE WHERE
INDICATED ON FINISH
SCHEDULE
INTERIORINTERIOR
*BATT INSULATION
PER WALL TAG
INTERIOR
5/8" GYPSUM BOARD
7/8" METAL HAT CHANNEL
INTERIOR
5/8" TYPE "X" GYPSUM
BOARD
** BATT INSULATION
PER WALL TAG
2X4 WOOD STUD
1" AIR SPACE SEPERATION FROM
ANY WALL OR FOUNDATION,
U.N.O.
0' - 1"
5/8" GYPSUM BOARD
2X4 WOOD STUD
INTERIOR
1" AIR SPACE
SEPARATION FROM ANY
WALL OR FOUNDATION,
U.N.O.
*BATT INSULATION
PER WALL TAG
0' - 1"
5/8" TYPE 'X' GYPSUM BD.
*3 1/2" BATT INSULATION
IN BOTH WALLS
2X4 WD STUDS
STAGGERED @ 16" O.C. -SEE
STRUCTURAL DWGS.
1" AIRSPACE
5/8" TYPE 'X' GYP. BD.
STRUCTURAL SHEATHING
ONE SIDE OF AIR SPACE
AS REQUIRED BY
STRUCTURAL DRAWINGS.
AMENITY UNIT
NOTES:
THE FIRE BLOCKING GYPSUM BD.
SHOULD BE HELD 1/4" SHORT &
ATTACHED TO ONE SIDE ONLY.
SEAL ALL PENETRATIONS
THROUGH DEMISING WALL
PARTITIONS
USE PUTTY PADS ON THE BACK
OF ALL OUTLET BOXES, BOTH
HIGH-VOLTAGE & LOW-VOLTAGE
BOXES.
1-3/8" THICK QUIETROCK
545 GYPSUM PANEL
5/8" TYPE 'X' GYPSUM BD.
*3 1/2" BATT INSULATION
IN BOTH WALLS
2X4 WD STUDS
STAGGERED @ 16" O.C. -SEE
STRUCTURAL DWGS.
1" AIRSPACE
5/8" TYPE 'X' GYP. BD.
STRUCTURAL SHEATHING
ONE SIDE OF AIR SPACE
AS REQUIRED BY
STRUCTURAL DRAWINGS.
**STC -56
INTERIOR INTERIOR
NOTES:
THE FIRE BLOCKING GYPSUM BD.
SHOULD BE HELD 1/4" SHORT &
ATTACHED TO ONE SIDE ONLY.
SEAL ALL PENETRATIONS
THROUGH DEMISING WALL
PARTITIONS
USE PUTTY PADS ON THE BACK
OF ALL OUTLET BOXES, BOTH
HIGH-VOLTAGE & LOW-VOLTAGE
BOXES.
0' - 1"
5/8" TYPE "X" GYPSUM
BOARD
2X6 WOOD STUD
(SEE STRUCTURAL)
BLDG
4" AIR SPACE
SEPARATION FROM
PARKING DECK WALL,
U.N.O.
*BATT INSULATION
PER WALL TAG
0' - 4"
PARKING
DECK
STRUCTURAL SHEATING
AS REQUIRED BY
STRUCTURAL DWGS.
2X4 WOOD STUD WALL
1 HOUR BEARING STUD WALL:
(CALCULATED PER IBC CH. 7)
-2X WOOD STUDS @ 16" O.C.
-(1) LAYER 5/8" TYPE "X" GYPSUM
BOARD
AT FIRE WALL
UNIT DEMISING WALL:
MIN. 3 1/2" BATT INSULATION @ 2X4
STUD WALL. (MIN. 5 1/2" @ 2X6)
AT FIRE WALL
3" REINFORCED AUTOCLAVED
AERATED CONCRETE PANELS
0' - 1 1/2" GAP
AAC PANEL
0' - 3"
0' - 1 1/2" GAP
0' - 6"
5/8" TYPE "X" GYPSUM BOARD
EACH SIDE (TYP.)
2X4 WOOD STUD (SEE
STRUCTURAL DWGS.)
NOTE:
USE 5/8" CEMENT BACKER UNIT
W/ CERAMIC TILE WHERE
INDICATED ON FINISH SCHEDULE
1/2" RESILIENT CHANNEL
DELUXE
UNIT CORRIDOR
MIN. R-13 BATT
INSULATION, PRESSURE
FIT TO FILL STUD CAVITY
**STC 56
SHEAR CONDITION
PROVIDE STRUCTURAL
SHEATHING IN LIEU OF RESILIENT
CHANNEL AS REQUIRED BY
STRUCTURAL DRAWINGS
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:55:17 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA00.74
2247601
WALL
PARTITION
DETAILS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCUL #U305 1-HOUR RATED INT. BEARING WALLWO1
021
WO1
041
WB1
021
WB1
041
SIMILAR TO WO1 021 EXCEPT FOR 2x6 WOOD STUDS
SIMILAR TO WO1 021 EXCEPT WITH BATT INSULATION
SIMILAR TO WO1 041 EXCEPT WITH BATT INSULATION
NON-RATED & NON BEARING INTERIOR WALLWO
020
WO
040
WB
020
WB
040
SIMILAR TO WO 020 EXCEPT FOR 2x6 WOOD STUDS
SIMILAR TO WO 020 EXCEPT WITH BATT INSULATION
SIMILAR TO WO 020 EXCEPT WITH BATT INSULATION
INTERIOR METAL HAT CHANNEL FURRING WALLFO
100
FO
104
SIMILAR TO FO 100 EXCEPT FOR 1 5/8" METAL STUDS
1-HOUR INTERIOR BEARING WOOD STUD
FURRING WALLFB1
020
FB1
040
SIMILAR TO FB1 020 EXCEPT FOR 2x6 WOOD STUDS
FO1
020
SIMILAR TO FB1 020 EXCEPT WITHOUT BATT INSULATION
FO1
040
SIMILAR TO FB1 020 EXCEPT FOR 2X6 WOOD STUDS WITHOUT BATT INSULATION
NON-RATED & NON-BEARING WOOD FURRING
WALLFO
020
FO
040
FB
020
FB
040
SIMILAR TO FO 020 EXCEPT FOR 2x6 WOOD STUDS
SIMILAR TO FO 020 EXCEPT WITH BATT INSULATION
SIMILAR TO FO 040 EXCEPT WITH BATT INSULATION
UL #341 1-HOUR RATED DEMISING WALL AT
AMENITYWB1
072
WB1
082
WB1
092
SIMILAR TO WB1 072 EXCEPT FOR 2X6 WOOD STUDS ONE EACH SIDE
SIMILAR TO WB1 072 EXCEPT FOR 2X6 WOOD STUDS ON ONE SIDE
AND 2X4 WOOD STUDS ON THE OTHER SIDE
UL #341 1-HOUR RATED DEMISING WALLWB1
070
WB1
080
WB1
090
SIMILAR TO WB1 070 EXCEPT FOR 2x6 WOOD STUDS ON EACH SIDE
SIMILAR TO WB1 070 EXCEPT FOR 2x6 WOOD STUDS ON
ONE SIDE & 2X4 WOOD STUDS ON THE OTHER SIDE
IBC CHAPTER 7 CALCULATED 1-HOUR BEARING
WOOD STUD FURRING WALL @ PARKING DECKFB1
040
UL #U210 3-HOUR RATED AUTOCLAVED AERATED
CONCRETE (ACC) FIREWALL
1
UL #U344 1-HOUR INT. BEARING WALL AT
UNIT/CORRIDOR
2
DATE DESCRIPTION REV
16" HAMBRO STEEL JOISTS,
SEE STRUCTURAL
1 LAYER 5/8" TYPE 'C'
GYP. BD.
INTERIOR OF UNIT/ ELECTRICAL ROOM
INTERIOR OF UNIT / IDF ROOM
7/8" FURRING
CHANNELS @ 24" O.C.
WIRE TIED TO JOISTS
3" THICK CONCRETE SLAB
1/8" PLITEQ GENIEMAT RST02
UNDERLAYMENT
(AT REQUIRED LOCATIONS) UNDER LVT
FLOOR FINISH
STC RATING 57
IIC RATING 51
R-11 BATT INSULATION
CORRIDOR
CORRIDOR
HANGER WIRE 4'-0" O.C. MAX
1 1/2" CHANNEL, 4'-0 O.C.,MAX.
(MAIN RUNNER)
WIRE TIE
1 LAYER 5/8" TYPE 'C' GYP. BD. CEILING
HAMBRO MINI JOIST
3" CONCRETE SLAB
1 LAYER 5/8" TYPE 'C' GYP. BD.
ON 7/8" FURRING CHANNELSASSEMBLY8 1/2" RATEDLIGHTWEIGHT CONCRETE TOPPING MIN.
2.5" THICK MIN. 1 HOUR RATED PER IBC
2018 SECTION 722.2.1.1
-BROOM FINISH
METAL DECKING
STAIR
METAL POUR STOP
STEEL STAIR SUPPORT1' - 1 1/2"7/8" RESILIENT
CHANNELS @ 24" O.C.
1 LAYER OF 5/8" TYPE 'X'
GYPSUM BOARD
EXTERIOR
INTERIOR
60 MIL SINGLE PLAY TPO ROOFING
MEMBRANE (FULLY ADHERED) OVER
1/2" PROTECTION BOARD
3" CONCRETE TOPPING,
SEE STRUCTURAL
R-25 CONTINUOUS
INSULATION
VAPOR BARRIER PER MFR,
SEE SPECS
MECHANICALLY FASTENED
BATT INSULATION
HAMBRO JOIST,
SEE STRUCTURAL
3" COMPOSITE METAL DECKING
WELDED WIRE MESH
TAPPERED INSULATION
1/2" PROTECTION BOARD
WATERPROOFING MEMBRANE
TPO FLASHING TO LAP OVER TPO
MEMBRANE AND METAL FLASHING
60 MIL SINGLE PLAY TPO ROOFING
MEMBRANE (FULLY ADHERED) OVER
PROTECTION BOARD
LW CONCRETE TOPPING
POST-TENSIONED CONCRETE SLAB
SYSTEM,
SEE STRUCTURAL DWGS.
PROVIDE R-12.5ci (MIN)
FACED FIBERGLASS BATT
INSULATION STC 50 (MIN)
1/8" PLITEQ GENIEMAT RST02
UNDERLAYMENT (AT REQUIRED
LOCATIONS) UNDER LVT FLOOR FINISH
LEVEL 6 -UNITS / AMENITIES
LEVEL 6 -GARAGE / STORAGE
OUTDOOR DECK
UNIT
HANGER WIRE 4'-0" O.C. MAX
7/8" CHANNEL, 4'-0 O.C.,MAX.
(MAIN RUNNER)
WIRE TIE
1 LAYER 5/8" TYPE 'C' GYP.
BD. CEILING
POST-TENSIONED CONCRETE SLAB
SYSTEM, SEE STRUCTURAL DWGS.
R-13 BATT INSULATION
MECHANICALLY FASTENED
TO BOTTOM OF CONCRETE1' - 0"0' - 5"0' - 0 1/2"0' - 2"CEILING HEIGHT
9' -0" A.F.F.
PAVER ON PEDESTAL,
SEE LANDSCAPE
R-25 ci CONTINUOUS RIGID
INSULATION
215MIL HOT FLUID-APPLIED
WATERPROOFING, SEE SPEC
FOR MFR
(3) 5/8" TYPE 'C' GYP
1/2" RESILIANT CHANNELS 16" O.C.
5/8" TYPE 'C' GYP
2HR RATED FIRE SEALANT
STEEL STUDS(2) 5/8" TYPE 'X' GYP
C-CHANNEL STUD W/
BATT INSULATION
CABLE TRAY, SEE
MECH/ELEC DWGS2HR RATED FIRE
SEALANT
1" GYPSUM LINER
PANEL
CORRIDOR CEILING
UL
U415
UL
I514
(3) 5/8" TYPE 'C' GYP
1/2" RESILIANT CHANNELS 16" O.C.
5/8" TYPE 'C' GYP
2HR RATED FIRE
SEALANT
C-CHANNEL STUDS(2) 5/8" TYPE 'X' GYP
C-CHANNEL STUD W/
BATT INSULATION
CABLE TRAY, SEE
MECH/ELEC DWGS
2HR RATED FIRE
SEALANT
1" GYPSUM
LINER PANEL
CORRIDOR CEILING
UL
U415
UL
I514
METAL
J-RUNNERS
C-CHANNEL STUD W/
BATT INSULATION
CONTINUOUS 5/8" GYP BD. TYPE 'C'
UP TO 1 HOUR CEILING ASSEMBLY
METAL STUD WALL W/
INSULATION, SEE STRUCTURAL
UNDERSIDE OF 1HR
CEILING ASSEMBLY
UL # L563
PLYWOOD @ SHEAR
WALLS
ONLY (SEE STRUCTURAL
FOR LOCATIONS)
1 LAYER 5/8" GYP BD.
TYPE 'C' ON
RESILIENT
CHANNELS
PLYWOOD @ SHEAR
WALLS
ONLY (SEE
STRUCTURAL FOR
LOCATIONS)
CONTINUOUS 5/8" GYP BD. TYPE 'C'
UP TO 1 HOUR CEILING ASSEMBLY
METAL STUD WALL W/
INSULATION, SEE STRUCTURAL
SD1
149
2X6
2X8
(EXAMPLE)
SD1
129
(3) 5/8" TYPE 'C' GYP
1/2" RESILIANT CHANNELS 16" O.C.
5/8" TYPE 'C' GYP
2HR RATED FIRE SEALANT
STEEL STUDS(2) 5/8" TYPE 'X' GYP
C-CHANNEL STUD W/
BATT INSULATION
CABLE TRAY, SEE
MECH/ELEC DWGS2HR RATED FIRE
SEALANT
1" GYPSUM LINER
PANEL
CORRIDOR CEILING
UL
U415
UL
I514
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:55:20 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA00.75
2247601
FLOOR/CEILING
&
ROOF/CEILING
ASSEMBLY
DETAILS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCUL#G524
2 HR FLOOR/ CEILING ASSEMBLY @ UNITFCA-1
UL# G524
2-HR FLOOR/CEILING ASSEMBLY @ CORRIDORFCA-2
FLOOR/CEILING ASSEMBLY @ STAIRFCA-3
UL# G524
1 HR ROOF/CEILING ASSEMBLYRCA-1
UL #D906
2 HR RATED ROOF @ STAIRS & ELEVATORRCA-2 3-HOUR RATED FLOOR/CEILING ASSEMBLYFCA-6
3-HR RATED FLOOR CEILING ASSEMBLY @
OUTDOOR DECKFCA 5
UL U415 B VERTICAL & UL I514 HORIZONTAL
HORIZONTAL 2HR RATED HORIZONTAL SHAFTFCA-7
UL U415 B VERTICAL & UL I514 HORIZONTAL
HORIZONTAL 2HR RATED HORIZONTAL SHAFT @
GARAGEFCA-8 1 1/2" = 1'-0"1 UL# xxx RATED WALL
1 1/2" = 1'-0"2
UL U415 B VERTICAL & UL I514 HORIZONTAL HORIZONTAL
2HR RATED HORIZONTAL SHAFT1
DATE DESCRIPTION REV
1" GYPCRETE TOPPING
FLOOR SHEATHING,
SEE STRUCTURAL
PREFAB WOOD FLOOR TRUSS,
SEE STRUCTURAL DWGS.
1 LAYER 5/8" TYPE 'C' GYP.
BD. (DRYWALL SCREWS ARE NOT TO
PENETRATE WOOD TRUSS JOISTS)
1/2" RESILIENT CHANNELS
@ 12" O.C.
BLOWN-IN
INSULATION
INTERIOR CORRIDIOR
INTERIOR CORRIDIOR
FLOOR FINISH PER SCHEDULE
NOTE: ALTERNATE
PER UL #L528, BLOWN -IN INSULATION CAN BE SUBSITUTED
WITH R-30 BATT INSULATION AT BOTTOM CHORD OF FLOOR
TRUSS. THIS WILL REQUIRE FULLY SPRINKLERING THE
INTERSITIAL SPACE.
1 1/2" LIGHTWEIGHT
CONCRETE
FLOOR SHEATHING,
SEE STRUCTURAL
60 MIL WATERPROOFING MEMBRANE
1 LAYER 5/8" TYPE 'C' GYP.
BD. (DRYWALL SCREWS ARE
NOT TO PENETRATE WOOD
TRUSS JOISTS)
1/2" RESILIENT
CHANNELS @ 12" O.C.
2X10 WOOD FRAMING
SEE STRUCTURAL DWGS
STRUCTURE TO SLOPE 1/4" PER 1'-0"
EXTERIOR
EXTERIOR
2 1/2" -1 1/2" MINIMUM
LIGHTWEIGHT CONCRETE
FLOOR SHEATHING,
SEE STRUCTURAL
12" DEEP PREFAB WOOD FLOOR
TRUSS,
SEE STRUCTURAL
1 LAYER 5/8" TYPE 'C' GYP.
BD. (DRYWALL SCREWS ARE
NOT TO PENETRATE WOOD
TRUSS JOISTS)
1/2" RESILIENT
CHANNELS @ 12" O.C.
STAIR
STAIR
ROOF DECKING, SEE STRUCTURAL
PREFAB WOOD ROOF TRUSS,
SEE STRUCTURAL
1/2" RESILIENT CHANNELS @
12" O.C.
1 LAYER OF 5/8" TYPE 'C'
GYPSUM BOARD
EXTERIOR
INTERIOR
R-38 MINIMUM, BLOWN-IN
FIBERGLASS INSULATION.
FULLY FILL ROOF ASSEMBLY
60 MIL. SINGLE PLY TPO ROOF
MEMBRANE, FULLY ADHERED
1/4" COVER BOARD,
MECHANICALLY FASTENED
TAPERED INSULATION,
MECHANICALLY FASTENED -R-25 MIN.
1'-8" PREFAB WOOD ROOF TRUSS,
SEE STRUCTURAL
1 LAYER 5/8" TYPE 'S' GYP. BD.
'GENIE CLIP RST' BY PLITEQ
SKY DECK
UNIT
TAPERED INSULATION,
MECHANICALLY FASTENED -R-25 MIN.
ADJUSTABLE PEDESTAL SYSTEM,
PROVIDE KINETICS NPS NEOPRENE
PADS BENEATH BACK PEDESTAL.
WOOD TILE DECKING
80 MIL. SINGLE PLY TPO ROOF
MEMBRANE, FULLY ADHERED
ROOF DECKING, SEE STRUCTURAL
1/2" COVER BOARD,
MECHANICALLY FASTENED
'GENIE MAT FF17' BY PLITEQ
1" GYPCRETE
FLOOR SHEATHING,
SEE STRUCTURAL DWGS.
PREFAB WOOD FLOOR TRUSS,
SEE STRUCTURAL DWGS.
SOUND ISOLATION MAT 1/4"
(REFER TO SHEET CD-88
FOR UL AND A3 SERIES FOR
REQUIRED LOCATIONS)
BLOWN-IN INSULATION
1 LAYER 5/8" TYPE 'C' GYP. BD.
(DRYWALL SCREWS ARE NOT TO
PENETRATE WOOD TRUSS JOISTS)
INTERIOR OF UNIT
INTERIOR OF UNIT
1/2" RESILIENT CHANNELS
DELUX @ 12" O.C.
FLOOR FINISH PER SCHEDULE
1" GYPCRETE
FLOOR SHEATHING,
SEE STRUCTURAL DWGS.
PREFAB WOOD FLOOR TRUSS,
SEE STRUCTURAL DWGS.
SOUND ISOLATION MAT 1/4"
(REFER TO SHEET CD-88
FOR UL AND A3 SERIES FOR
REQUIRED LOCATIONS)
BLOWN-IN INSULATION
COMPOSITE METAL PANEL SYSTEM
EXTERIOR
UNIT
EXTERIOR SHEATHING
FLOOR FINISH PER SCHEDULE
AIR / MOISTURE BARRIER
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:55:23 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA00.76
2247601
FLOOR/CEILING
&
ROOF/CEILING
ASSEMBLY
DETAILS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCUL #L528 1-HOUR FLOOR ASSEMBLY AT
CORRIDORFCA 2
UL #L528 1-HOUR FLOOR/ CEILING ASSEMBLY AT
BALCONYFCA 3
UL #L563 1-HOUR FLOOR/ CEILING ASSEMBLY AT
STAIRFCA 4
UL #P522 1-HOUR ROOF/CEILING ASSEMBLY (TPO
MEMBRANE)FCA 5
UL #P580 1-HOUR RATED ROOF/CEILING
ASSEMBLY AT AMENITYFCA 6
UL #L528 1-HOUR FLOOR/CEILING ASSEMBLY AT
UNITFCA 1
UL #L528 1-HOUR FLOOR / CEILING ASSEMBLY AT
UNIT AND EXTERIORFCA 7
DATE DESCRIPTION REV
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:55:33 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA00.80
2247601
UL
ASSEMBLIES -
U210 & U344
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCUL #U210 UL #U344
DATE DESCRIPTION REV
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:55:41 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA00.81
2247601
UL
ASSEMBLIES-
U305
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCUL #U305
DATE DESCRIPTION REV
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:55:47 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA00.82
2247601
UL
ASSEMBLIES -
U301 & D906
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCUL #U301 UL #D906
DATE DESCRIPTION REV
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:55:55 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA00.83
2247601
UL
ASSEMBLIES -
U341 & U905
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCUL #U341 UL #U905
DATE DESCRIPTION REV
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:56:08 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA00.84
2247601
UL
ASSEMBLIES -
L528
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCUL #L528
DATE DESCRIPTION REV
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:56:25 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA00.85
2247601
UL
ASSEMBLIES -
G524
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCUL #G524
DATE DESCRIPTION REV
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
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2247601
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ASSEMBLIES -
L563
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCUL #L563
DATE DESCRIPTION REV
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
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2247601
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U415
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCUL #U415
DATE DESCRIPTION REV
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
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2247601
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P580
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCUL #P580
DATE DESCRIPTION REV
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
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2247601
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U419
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCUL #U419
DATE DESCRIPTION REV
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
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2247601
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U420 & U428
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCUL #U420 UL #U428
DATE DESCRIPTION REV
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
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2247601
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V454
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCUL #V454
DATE DESCRIPTION REV
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:57:15 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA00.92
2247601
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ASSEMBLIES -
U425
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCUL #U425 - OPTION 1
UL #U425 - OPTION 2
DATE DESCRIPTION REV
LANDDESIGN223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325CONTACT NAME:LANDSCAPE ARCHITECTOWNER/DEVELOPERMILL CREEK RESIDENTIAL101 W. WORTHINGTON AVESUITE 210CHARLOTTE, NC 28203704.565.0835ARCHITECTDWELL DESIGN STUDIO, LLC1910 SOUTH BLVD.SUITE 200CHARLOTTE, NC 28203980.357.9075LANDDESIGN223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325CONTACT NAME:CIVIL ENGINEERVICINITY MAPPROJECT TEAMDATE:11/11/2022 9:20 AM KIERA MURUVE P:\CLT\_2022\1022147\CAD\DOCUMENTATION\1022147_PLN_COVR.DWG11.11.2022CHARLOTTE, NCMULTI-FAMILYMODERA AT THE FOUNDRYSCHEMATIC DESIGNCHAPTER INDEXLD PNCOVER1022147MODERA AT THEFOUNDRYC1-00SITE6003000150CE
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.SHAUN HICKSMARC MOMSENSheet List TableSheet NumberSheet TitleCH1- GENERALC1-00COVERC1-10OVERALL SITE PLANCH2 - DEMOLITIONC2-00DEMOLITION PLANCH3 - EROSION CONTROLC3-00EROSION CONTROL PH 1C3-01EROSION CONTROL PH 2CH4 - SITEC4-00MATERIALS PLANC4-01PRODUCT SCHEDULECH5 - GRADINGC5-00OVERALL GRADING PLANCH6 - STORMWATERC6-00STORMWATER PLANC6-01STORM PROFILESC6-10STORM DETAILSCH7 - UTILITYC7-00UTILITY PLANC7-10UTILITY DETAILSCH8 - PLANTINGC8-00REQUIRED PLANTING PLAN
8,022 SFRESTAURANT2,616 SFRETAILSTAIR 1STAIR 5 3,529 SFLEASING/LOBBY2,840 SFRETAILSTAIR 251 SFL ROOMELEVATOR 2ELEVATOR 1ELEVATOR 32,644 SFRETAIL5,353 SFRETAIL1,893 SFTRASH2,622 SFRETAIL1,531 SFFITNESSSTAIR 5 DNSTAIR 2UNIT B2UNIT AU1UNIT B21,000 SFPUMP ROOMUNIT AU1UNIT B2LOADINGSTAIR 3RESIDENTIALSTORAGETRASH313 SFBOHBOHUNIT A1UNIT A1UNIT B1UNIT B1STAIR 4UNIT A5UNIT S1BOHBOHUNIT A5UNIT AD2UNIT AD28,022 SFRESTAURANT2,616 SFRETAILSTAIR 1STAIR 5 3,529 SFLEASING/LOBBY2,840 SFRETAILSTAIR 251 SFL ROOMELEVATOR 2ELEVATOR 1ELEVATOR 32,644 SFRETAIL5,353 SFRETAIL1,893 SFTRASH2,622 SFRETAIL1,531 SFFITNESSSTAIR 5 DNSTAIR 2UNIT B2UNIT AU1UNIT B21,000 SFPUMP ROOMUNIT AU1UNIT B2LOADINGSTAIR 3RESIDENTIALSTORAGETRASH313 SFBOHBOHUNIT A1UNIT A1UNIT B1UNIT B1STAIR 4UNIT A5UNIT S1BOHBOHUNIT A5UNIT AD2UNIT AD2GENTR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WTTTTTTTR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WXXSOUTH CEDAR STREET(ASSUMED 40' PUBLIC R/W PER MB 332-209)STADIUM VIEW DRIVE(35' PUBLIC R/W)EXISTINGBUILDING TOREMAINEXISTINGBUILDING TOREMAINEXISTINGBUILDING TOREMAINRETAILLEASING/LOBBYPARKINGDECK ENTRYLOADINGRETAIL/EDEERETAILFUTURE 36' CATSRAIL ROWPARCEL NOT PARTOF PROJECT(PARCEL ID 07318310)14' SETBACK 14' SETBACKEXISTINGPARKING TOREMAINRETAILRETAILRETAILFITNESSFUTURE 55' CATSRAIL ROWFUTURE 36' CATSRAIL ROW8,022 SFRESTAURANT2,616 SFRETAILSTAIR 1STAIR 5 3,529 SFLEASING/LOBBY2,840 SFRETAILSTAIR 251 SFL ROOMELEVATOR 2ELEVATOR 1ELEVATOR 32,644 SFRETAIL5,353 SFRETAIL1,893 SFTRASH2,622 SFRETAIL1,531 SFFITNESSSTAIR 5 DNSTAIR 2UNIT B2UNIT AU1UNIT B21,000 SFPUMP ROOMUNIT AU1UNIT B2LOADINGSTAIR 3RESIDENTIALSTORAGETRASH313 SFBOHBOHUNIT A1UNIT A1UNIT B1UNIT B1STAIR 4UNIT A5UNIT S1BOHBOHUNIT A5UNIT AD2UNIT AD2REQUIRED 5' WIDEEGRESS/FIRE/MAINTENANCE PATHREQUIRED 5' WIDEEGRESS/FIRE/MAINTENANCE PATH20' STORM DRAIN EASEMENT20' STORM DRAIN EASEMENT30' PEDESTRIAN EASEMENT15' SANITARY SEWER EASEMENTINGRESS/EGRESSEASEMENT32' X 205.5'NON-EXCLUSIVEEASEMENTINGRESS/EGRESSEASEMENT30' PEDESTRIAN EASEMENT20' VEHICULAR/PEDESTRIAN EASEMENTMODERA AT THEFOUNDRYMILL CREEK RESIDENTIAL TRUSTCHARLOTTENORTH CAROLINA1022147OVERALL SITE PLANN/AC1-1011/11/2022 10:14 AM KIERA MURUVE P:\CLT\_2022\1022147\CAD\DOCUMENTATION\1022147_PLN_OVRL.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658THESE DOCUMENTS ARE FOR DESIGNREVIEW ONLY AND NOT INTENDED FORCONSTRUCTION, BIDDING, OR PERMITPURPOSE. THEY ARE PREPARED BY, ORUNDER THE SUPERVISION OF:ENGINEERDATEPRELIMINARY-FOR REVIEW ONLY-XXXXX XXXXXXXX####9/12/22REG. #NOT FORCONSTRUCTIONSCHEMATIC DESIGN11.11.20221 1" = 20'4020010
STSTXXXXXXXXX STSTSTSTGASGASGASGASGASGASGASGASGASGASSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPWWWWWWWWWWWWW
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T STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSSSSSSSSSTST693680678678670675665665670675680685690695700
710710705700695690685705700690685680675670665670670680665685690695700705705665665SOUTH CEDAR STREET(ASSUMED 40' PUBLIC R/W PER MB332-209)STADIUM VIEW DRIVE(35' PUBLIC R/W)MODERA AT THEFOUNDRYMILL CREEK RESIDENTIAL TRUSTCHARLOTTENORTH CAROLINA1022147DEMOLITION PLANN/AMMKMKMC2-0011/11/2022 10:28 AM KIERA MURUVE P:\CLT\_2022\1022147\CAD\DOCUMENTATION\1022147_PLN_DEMO.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658THESE DOCUMENTS ARE FOR DESIGNREVIEW ONLY AND NOT INTENDED FORCONSTRUCTION, BIDDING, OR PERMITPURPOSE. THEY ARE PREPARED BY, ORUNDER THE SUPERVISION OF:ENGINEERDATEPRELIMINARY-FOR REVIEW ONLY-XXXXX XXXXXXXX####11/8/22REG. #NOT FORCONSTRUCTIONSCHEMATIC DESIGN11.11.20221##############################1" = 20'4020010EX. BLDG., FOOTING, SIDEWALK,AND MISC. STRUCTURES(TO BE REMOVED)EX. CONCRETE/ ASPHALT/GRAVEL (TO BE REMOVED)LEGENDEX. UTILITY POLES, MISC. SITESTRUCTURES (TO BE REMOVED)EX. FENCE AND WALL(TO BE REMOVED)EX. TREES AND SHURBS(TO BE REMOVED)EX. BUILDING TO REMAINEX. BUILDING TO REMAINEX. BUILDING TO REMAINEX. UTILITIES(TO BE REMOVED)EX. STREAM TO BE REROUTEDTHROUGH PROPOSED BOX CULVERT
STSTR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSTSTSTSTGASGASGASGASGASGASGASGASGASGASSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPWWWWWWWWWWWWW
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T STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSSSSSSSSSTST693680678678670675665665670675680685690695700
710710705700695690685705700690685680675670665670670680665685690695700705705665665SOUTH CEDAR STREET(ASSUMED 40' PUBLIC R/W PER MB 332-209)STADIUM VIEW DRIVE(35' PUBLIC R/W)LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LD
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TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->MODERA AT THEFOUNDRYMILL CREEK RESIDENTIAL TRUSTCHARLOTTENORTH CAROLINA1022147EROSION CONTROL PH 1N/AMMKMKMC3-0011/11/2022 10:15 AM KIERA MURUVE P:\CLT\_2022\1022147\CAD\DOCUMENTATION\1022147_PLN_EROS1.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658THESE DOCUMENTS ARE FOR DESIGNREVIEW ONLY AND NOT INTENDED FORCONSTRUCTION, BIDDING, OR PERMITPURPOSE. THEY ARE PREPARED BY, ORUNDER THE SUPERVISION OF:ENGINEERDATEPRELIMINARY-FOR REVIEW ONLY-XXXXX XXXXXXXX####11/10/22REG. #NOT FORCONSTRUCTIONSCHEMATIC DESIGN11.11.20221 1" = 20'4020#10EXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGEXISTING PLAZATOTAL DENUDED AREA:3.60 ACRESEROSION CONTROL NOTES:1.CONTRACTOR TO PROVIDE AS MUCH SPACE AS POSSIBLE BETWEEN TOE OF FILLSLOPE AND SILT FENCE.2.PLEASE CONTACT CITY INSPECTOR TO ADVISE ON START DATE AND SCHEDULEPRE-CONSTRUCTION MEETING.3.ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROMTHE ZONING ADMINISTRATOR.4.ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN ON THIS PLAN ISSUBJECT TO A FINE.5.GRADING 1 ACRE OR MORE WITHOUT AN APPROVED EROSION CONTROL PLAN IS AVIOLATION AND SUBJECT TO A FINE.6.ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 7 CALENDAR DAYS.7.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIREDBY THE EROSION CONTROL COORDINATOR.8.SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. FILL SLOPES GREATER THAN10' REQUIRE ADEQUATE TERRACING. SLOPES GREATER THAN 3:1 SHALL RECEIVEMATTING.9.ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS BENCHMARK WHICHMUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.10.ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE N.C.EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.11.PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULDBE CONSTRUCTED AT 3:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENTSLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND ASINDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTEMATERIAL IS HAULED FROM THE PROPERTY THEN THE CONTRACTOR SHALLDISCLOSE THE LOCATION OF ANY ON-SITE AND/OR OFF-SITE BORROW LOCATIONAND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR.BORROW AND WASTE SITES MUST HAVE APPROVE EROSION CONTROL PLAN.12.LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND FILL SLOPES OR OTHERGRADING REQUIREMENTS.13.CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES AS INDICATEDPRIOR TO GRADING OPERATIONS. NO DEVICE MAY BE REMOVED WITHOUTAPPROVAL OF EROSION CONTROL COORDINATOR.14.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTINGCONTOURS.15.ALL DISTANCES ARE HORIZONTAL GROUND.16.ANCHOR SILT FENCE WITH STONE ON TREE PROTECTION ZONES. DO NOT BURY.17.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA18.INLET PROTECTION IS REQUIRED FOR ALL PHASES OF THE PROJECT AND UNTILTHE DISTURBED AREA IS FULLY STABILIZED.19.SEDIMENT TRAP AND BASIN SLOPES SHALL BE STABILIZED AND SEEDEDIMMEDIATELY AFTER CONSTRUCTION.20.CONTRACTOR TO REPLACE ALL STAGING AND STOCKPILE AREAS TO PRECONSTRUCTION CONDITIONS. PROVIDE PHOTO DOCUMENTATION OFPRE-CONSTRUCTION CONDITION AT THESE AREASCONSTRUCTION SEQUENCE1.OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OFCHARLOTTE ENGINEERING DEPARTMENT.2.FLAG THE CONSTRUCTION LIMITS AND MARK ANY TREES, WETLANDS, OREXISTING STRUCTURES NOTED TO REMAIN.3.SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROLINSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS EROSIONCONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURSPRIOR TO ANY LAND-DISTURBING ACTIVITY IS A VIOLATION OF THE CITY CODEAND IS SUBJECT TO FINE.4.INSTALL TEMPORARY CONSTRUCTION ENTRANCE.5.INSTALL ALL TEMPORARY SILT FENCE, TREE PROTECTION, AND ANY OTHERTEMPORARY MEASURES AS DEEMED NECESSARY BY THE EROSION CONTROLINSPECTOR.6.INSTALL SKIMMER SEDIMENT BASIN, CHECK DAMS AND DIVERSION DITCHES.7.CALL FOR ON-SITE INSPECTION BY EROSION CONTROL INSPECTOR. WHENAPPROVED, INSPECTOR WILL ISSUE THE GRADING PERMIT AND CLEARING,GRUBBING AND DEMOLITION MAY BEGIN.8.GENERAL CONTRACTOR SHALL ENSURE THAT EROSION CONTROL MEASURES AREIN PLACE AND FUNCTIONING PRIOR TO GRUBBING AND GRADING OPERATIONS.9.BEGIN CLEARING, GRUBBING AND DEMOLITION OPERATIONS. CLEARING ANDGRUBBING SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BEPERFORMED AND ONLY IN AREAS WHERE CONSTRUCTION IS PLANNED TOCOMMENCE WITHIN 14 DAYS AFTER CLEARING AND GRUBBING.10.BEGIN MASS GRADING, INSTALLING ADDITIONAL EROSION CONTROL MEASURESAS INDICATED, AS REQUIRED, AND AS DEEMED NECESSARY BY THE EROSIONCONTROL INSPECTOR.11.STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDINGIS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS ANDESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTIONSEQUENCE.12.NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED AND WITH APPROVALFROM EROSION CONTROL INSPECTOR.13.ALL EROSION CONTROL DEVICES SHOULD BE MONITORED ONCE A WEEK ANDAFTER EVERY STORM EVENT OF 6" OR GREATER BY A CERTIFIED INSPECTOR. IFANY FAILURES ARE FOUND THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE.14.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCEWITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGNMANUAL, U.S. DEPT. OF AGRICULTURE, CITY OF CHARLOTTE, EROSION CONTROLORDINANCE, AND THE CHARLOTTE MECKLENBURG LAND DEVELOPMENTSTANDARDS.15.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENTPROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING,PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.16.UPON STABILIZATION OF ALL UPSTREAM AREA, SKIMMER SEDIMENT BASIN TO BEMUCKED OUT AND FILLED. (PHASE 3)LIMITS OF DISTURBANCELEGENDLDLDTEMPORARY SILT FENCE (CLDS 30.06A)PROPOSED BAFFLESPROPERTY LINEPROPOSED STABILIZED CONSTRUCTIONENTRANCE (CLDS 30.11A)INLET PROTECTIONSKIMMER SEDIMENT BASIN (SSB 1)DRAINAGE AREA : 3.10 ACSURFACE AREA REQUIRED: 6,729 SFSURFACE AREA PROVIDED: 7,145 SFVOLUME PROVIDED: 15,120 CFBOTTOM OF BASIN: 661'SIDE SLOPE: 3:1PROP. SKIMMER DEWATERINGDEVICESKIMMER SIZE: 2.00"ORIFICE DIAMETER: 1.50"SKIMMER INVERT: 662.00'DE-WATERING TIME: 7.13 DAYSPROP. BAFFLESPROP. 12" PVC TO TIEINTO EX. STORM INLETPROP. 12" PVC (TYP.)PROP. CONSTRUCTION ENTRANCEWITH TIRE WASH (TYP.)PROP. SLOPE DRAINPIPE (TYP.)EX. STORMWATER (TYP.)PROP. LIMITS OFDISTURBANCE(TYP.)PROP. TRIPLE ROWSILT FENCE (TYP.)EX. SANITARYSEWER (TYP.)EX. STORMWATER (TYP.)PROP. TEMPORARY DIVERSIONDITCH WITH ROCK CHECK DAMSEVERY 50 LF (TYP.)PROP. TEMPORARY DIVERSIONDITCH WITH ROCK CHECK DAMSEVERY 50 LF (TYP.)PROP. LIMITS OFDISTURBANCE (TYP.)DRAINAGE AREADRAINAGE AREAPROPERTY LINEPROPERTY LINE
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSTSTSTSTGASGASGASGASGASGASGASGASGASGASSTSTSTSTSTSTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPWWWWWWWWWWWWW
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.
5%664663665665674674MODERA AT THEFOUNDRYMILL CREEK RESIDENTIAL TRUSTCHARLOTTENORTH CAROLINA1022147EROSION CONTROL PH 2N/AMMKMKMC3-0111/11/2022 10:15 AM KIERA MURUVE P:\CLT\_2022\1022147\CAD\DOCUMENTATION\1022147_PLN_EROS2.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658THESE DOCUMENTS ARE FOR DESIGNREVIEW ONLY AND NOT INTENDED FORCONSTRUCTION, BIDDING, OR PERMITPURPOSE. THEY ARE PREPARED BY, ORUNDER THE SUPERVISION OF:ENGINEERDATEPRELIMINARY-FOR REVIEW ONLY-XXXXX XXXXXXXX####11/10/22REG. #NOT FORCONSTRUCTIONSCHEMATIC DESIGN11.11.20221 1" = 20'4020#10EXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGEXISTING PLAZATOTAL DENUDED AREA:3.60 ACRESEROSION CONTROL NOTES:1.CONTRACTOR TO PROVIDE AS MUCH SPACE AS POSSIBLE BETWEEN TOE OF FILLSLOPE AND SILT FENCE.2.PLEASE CONTACT CITY INSPECTOR TO ADVISE ON START DATE AND SCHEDULEPRE-CONSTRUCTION MEETING.3.ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROMTHE ZONING ADMINISTRATOR.4.ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN ON THIS PLAN ISSUBJECT TO A FINE.5.GRADING 1 ACRE OR MORE WITHOUT AN APPROVED EROSION CONTROL PLAN IS AVIOLATION AND SUBJECT TO A FINE.6.ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 7 CALENDAR DAYS.7.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIREDBY THE EROSION CONTROL COORDINATOR.8.SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. FILL SLOPES GREATER THAN10' REQUIRE ADEQUATE TERRACING. SLOPES GREATER THAN 3:1 SHALL RECEIVEMATTING.9.ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS BENCHMARK WHICHMUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.10.ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE N.C.EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.11.PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULDBE CONSTRUCTED AT 3:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENTSLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND ASINDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTEMATERIAL IS HAULED FROM THE PROPERTY THEN THE CONTRACTOR SHALLDISCLOSE THE LOCATION OF ANY ON-SITE AND/OR OFF-SITE BORROW LOCATIONAND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR.BORROW AND WASTE SITES MUST HAVE APPROVE EROSION CONTROL PLAN.12.LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND FILL SLOPES OR OTHERGRADING REQUIREMENTS.13.CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES AS INDICATEDPRIOR TO GRADING OPERATIONS. NO DEVICE MAY BE REMOVED WITHOUTAPPROVAL OF EROSION CONTROL COORDINATOR.14.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTINGCONTOURS.15.ALL DISTANCES ARE HORIZONTAL GROUND.16.ANCHOR SILT FENCE WITH STONE ON TREE PROTECTION ZONES. DO NOT BURY.17.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA18.INLET PROTECTION IS REQUIRED FOR ALL PHASES OF THE PROJECT AND UNTILTHE DISTURBED AREA IS FULLY STABILIZED.19.SEDIMENT TRAP AND BASIN SLOPES SHALL BE STABILIZED AND SEEDEDIMMEDIATELY AFTER CONSTRUCTION.20.CONTRACTOR TO REPLACE ALL STAGING AND STOCKPILE AREAS TO PRECONSTRUCTION CONDITIONS. PROVIDE PHOTO DOCUMENTATION OFPRE-CONSTRUCTION CONDITION AT THESE AREASCONSTRUCTION SEQUENCE1.OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OFCHARLOTTE ENGINEERING DEPARTMENT.2.FLAG THE CONSTRUCTION LIMITS AND MARK ANY TREES, WETLANDS, OREXISTING STRUCTURES NOTED TO REMAIN.3.SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROLINSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS EROSIONCONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURSPRIOR TO ANY LAND-DISTURBING ACTIVITY IS A VIOLATION OF THE CITY CODEAND IS SUBJECT TO FINE.4.INSTALL TEMPORARY CONSTRUCTION ENTRANCE.5.INSTALL ALL TEMPORARY SILT FENCE, TREE PROTECTION, AND ANY OTHERTEMPORARY MEASURES AS DEEMED NECESSARY BY THE EROSION CONTROLINSPECTOR.6.INSTALL SKIMMER SEDIMENT BASIN, CHECK DAMS AND DIVERSION DITCHES.7.CALL FOR ON-SITE INSPECTION BY EROSION CONTROL INSPECTOR. WHENAPPROVED, INSPECTOR WILL ISSUE THE GRADING PERMIT AND CLEARING,GRUBBING AND DEMOLITION MAY BEGIN.8.GENERAL CONTRACTOR SHALL ENSURE THAT EROSION CONTROL MEASURES AREIN PLACE AND FUNCTIONING PRIOR TO GRUBBING AND GRADING OPERATIONS.9.BEGIN CLEARING, GRUBBING AND DEMOLITION OPERATIONS. CLEARING ANDGRUBBING SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BEPERFORMED AND ONLY IN AREAS WHERE CONSTRUCTION IS PLANNED TOCOMMENCE WITHIN 14 DAYS AFTER CLEARING AND GRUBBING.10.BEGIN MASS GRADING, INSTALLING ADDITIONAL EROSION CONTROL MEASURESAS INDICATED, AS REQUIRED, AND AS DEEMED NECESSARY BY THE EROSIONCONTROL INSPECTOR.11.STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDINGIS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS ANDESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTIONSEQUENCE.12.NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED AND WITH APPROVALFROM EROSION CONTROL INSPECTOR.13.ALL EROSION CONTROL DEVICES SHOULD BE MONITORED ONCE A WEEK ANDAFTER EVERY STORM EVENT OF 6" OR GREATER BY A CERTIFIED INSPECTOR. IFANY FAILURES ARE FOUND THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE.14.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCEWITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGNMANUAL, U.S. DEPT. OF AGRICULTURE, CITY OF CHARLOTTE, EROSION CONTROLORDINANCE, AND THE CHARLOTTE MECKLENBURG LAND DEVELOPMENTSTANDARDS.15.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENTPROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING,PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.16.UPON STABILIZATION OF ALL UPSTREAM AREA, SKIMMER SEDIMENT BASIN TO BEMUCKED OUT AND FILLED. (PHASE 3)LIMITS OF DISTURBANCELEGENDLDLDTEMPORARY SILT FENCE (CLDS 30.06A)PROPOSED BAFFLESPROPERTY LINEPROPOSED STABILIZED CONSTRUCTIONENTRANCE (CLDS 30.11A)INLET PROTECTIONPROP. CONSTRUCTION ENTRANCEWITH TIRE WASH (TYP.)PROP. LIMITS OFDISTURBANCE (TYP.)PROP. TRIPLE ROW SILTFENCE (TYP.)EX. SANITARYSEWER (TYP.)EX. STORMWATER(TYP.)PROP. LIMITS OFDISTURBANCE (TYP.)EXCAVATION TO BECOLLECTED IN SUMP ANDDISCHARGED TO EX. DITHROUGH DIRT BAGFFE: 665'FFE: 665'FFE: 674' - 3"PROPOSED BUILDING (FORREFERENCE ONLY)ELEVATIONS ARE TO TOP OFFINISHED GRADE. CONTRACTOR TOSUBTRACT PAVEMENT AND/OR SLABSECTION. CUT 1' TO SUB-GRADE.FFE'S PER ARCHITECTURAL GROUNDFLOOR PLAN.PROPERTY LINEPROPERTY LINE
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W8,022 SFRESTAURANT2,616 SFRETAILSTAIR 1STAIR 5 3,529 SFLEASING/LOBBY2,840 SFRETAILSTAIR 251 SFL ROOMELEVATOR 2ELEVATOR 1ELEVATOR 32,644 SFRETAIL5,353 SFRETAIL1,893 SFTRASH2,622 SFRETAIL1,531 SFFITNESSSTAIR 5 STAIR 2UNIT B2UNIT AU1UNIT B21,000 SFPUMP ROOMUNIT AU1UNIT B2LOADINGSTAIR 3RESIDENTIALSTORAGETRASH313 SFBOHBOHUNIT A1UNIT A1UNIT B1UNIT B1STAIR 4UNIT A5UNIT S1BOHBOHUNIT A5UNIT AD2UNIT AD28,022 SFRESTAURANT2,616 SFRETAILSTAIR 1STAIR 5 3,529 SFLEASING/LOBBY2,840 SFRETAILSTAIR 251 SFL ROOMELEVATOR 2ELEVATOR 1ELEVATOR 32,644 SFRETAIL5,353 SFRETAIL1,893 SFTRASH2,622 SFRETAIL1,531 SFFITNESSSTAIR 5 STAIR 2UNIT B2UNIT AU1UNIT B21,000 SFPUMP ROOMUNIT AU1UNIT B2LOADINGSTAIR 3RESIDENTIALSTORAGETRASH313 SFBOHBOHUNIT A1UNIT A1UNIT B1UNIT B1STAIR 4UNIT A5UNIT S1BOHBOHUNIT A5UNIT AD2UNIT AD2GENTR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WTTTTTTTSOUTH CEDAR STREET(ASSUMED 40' PUBLIC R/W PER MB 332-209)STADIUM VIEW DRIVE(35' PUBLIC R/W)EXISTINGBUILDING TOREMAINEXISTINGBUILDING TOREMAINEXISTINGBUILDING TOREMAINRETAILLEASING/LOBBYPARKINGDECK ENTRYLOADINGRETAIL/EDEERETAILFUTURE 36' CATSRAIL ROWPARCEL NOT PARTOF PROJECT(PARCEL ID 07318310)14' SETBACK 14' SETBACKEXISTINGPARKING TOREMAINRETAILRETAILRETAILFITNESSFUTURE 55' CATSRAIL ROWFUTURE 36' CATSRAIL ROWST-101BA-101EL-101PV-05ASW-101APV-06APA-101PV-02BPV-02APV-02A01-0101-0102-0102-0102-0202-0201-0201-0201-0201-02POTENTIAL FOR DRIVEWAYIMPROVEMENTS IN THISZONEUPGRADE EXISTINGROADWAY LIGHT TO DUKELEDPV-03APV-03APV-04APV-04APV-04APV-04ASF-101SF-101SF-101PV-0750' x 50' SIGHTTRIANGLE10' x 10' PEDESTRIANSIGHT TRIANGLE10' x 10' PEDESTRIANSIGHT TRIANGLEPV-02BPV-02BEL-101PA-101PA-101PA-101PA-101PV-02APV-02ASF-102BA-102SF-101PV-06BPA-101SW-102APV-03BPV-03BPV-03BPV-03BPV-03BPV-03CPROVIDE TREEUPLIGHTINGPROVIDE TREEUPLIGHTINGPROVIDE TREEUPLIGHTINGPROVIDE TREEUPLIGHTINGPROVIDE TREEUPLIGHTINGEL-102PV-03DSF-103EL-101EL-101EL-101PV-05BPV-02A02-03PV-02APV-05BSW-102BPV-08PV-06BPV-02APV-08PV-06BTIE TOEXISTING TRAILSW-101BPV-03B01 EXISTING CONDITIONS TO REMAINSYMBOLDESCRIPTIONDETAILEXISTING CONCRETE CURB AND GUTTER TO REMAINEXISTING POWER POLES TO REMAIN02 GENERAL IMPROVEMENTSSYMBOLDESCRIPTIONDETAILTIE INTO EXISTING CURB-GUTTERTYPE II MODIFIED DRIVEWAYPROPOSED TRANSFORMER LOCATIONBARRIERS, FENCING, RAILINGSSYMBOLDESCRIPTIONDETAILSTAINLESS STEEL DECORATIVE HANDRAIL W/ LED LIGHTINGSTAINLESS CABLE RAILING W/ IPE TOPELECTRICAL, SITE LIGHTINGSYMBOLDESCRIPTIONDETAILPEDESTRIAN POLE LIGHT TYPE IOVERHEAD CATENARY LIGHTINGPLANTING, LANDSCAPESYMBOLDESCRIPTIONDETAILPLANTING AREA TYP.PAVEMENTSSYMBOLDESCRIPTIONDETAILCONCRETE PAVING - PEDESTRIAN RATEDCONCRETE PAVING - VEHICULAR RATEDCURB - 2C-6" CONCRETE CURB + GUTTERCURB - PRECAST CONCRETE VERTICAL CURBCURB - CIP CONCRETE VERTICAL CURBCURB - 18" FLUSH RIBBON CURBSUSPENDED SLAB PAVEMENTPEDESTRIAN PAVER - TYPE IPEDESTRIAN PAVER - TYPE IIVEHICULAR PAVER - TYPE IVEHICULAR PAVER - TYPE IIRAMP - ACCESSIBLERIVER ROCKSITE FURNITURESYMBOLDESCRIPTIONDETAIL5C SQUARE TREE GRATEDECORATIVE PLANTERCONCRETE CURB STOPSTEPSSYMBOLDESCRIPTIONDETAILPRECAST CONCRETE STAIRSITE WALLS, EMBANKMENTSSYMBOLDESCRIPTIONDETAILSITE WALL - TYPE ISITE WALL - TYPE IITRANSFORMER ENCLOSURE WITH DECORATIVE GATESGENERATOR ENCLOSURE WITH DECORATIVE GATES01-0101-0202-0102-0202-03BA-101BA-102EL-101EL-102PA-101PV-02APV-02BPV-03APV-03BPV-03CPV-03DPV-04APV-05APV-05BPV-06APV-06BPV-07PV-08SF-101SF-102SF-103ST-101SW-101ASW-101BSW-102ASW-102BREFERENCE NOTES SCHEDULEMODERA AT THEFOUNDRYMILL CREEK RESIDENTIAL TRUSTCHARLOTTENORTH CAROLINA1022147MATERIALS PLANN/AC4-0011/11/2022 10:16 AM KIERA MURUVE P:\CLT\_2022\1022147\CAD\DOCUMENTATION\1022147_PLN_MATR.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658THESE DOCUMENTS ARE FOR DESIGNREVIEW ONLY AND NOT INTENDED FORCONSTRUCTION, BIDDING, OR PERMITPURPOSE. THEY ARE PREPARED BY, ORUNDER THE SUPERVISION OF:ENGINEERDATEPRELIMINARY-FOR REVIEW ONLY-XXXXX XXXXXXXX####10/20/22REG. #NOT FORCONSTRUCTIONSCHEMATIC DESIGN11.11.20221 1" = 20'4020010
01 EXISTING CONDITIONS TO REMAINSYMBOLDESCRIPTIONDETAILREMARKSEXISTING CONCRETE CURB AND GUTTER TO REMAINEXISTING POWER POLES TO REMAIN02 GENERAL IMPROVEMENTSSYMBOLDESCRIPTIONDETAILREMARKSTIE INTO EXISTING CURB-GUTTERTYPE II MODIFIED DRIVEWAYPROPOSED TRANSFORMER LOCATIONBARRIERS, FENCING, RAILINGSSYMBOLDESCRIPTIONDETAILVENDORPRODUCTSIZECOLORFINISHREMARKSSTAINLESS STEEL DECORATIVE HANDRAIL W/ LED LIGHTINGSTAINLESS CABLE RAILING W/ IPE TOPCUSTOMELECTRICAL, SITE LIGHTINGSYMBOLDESCRIPTIONDETAILVENDORPRODUCTSIZECOLORFINISHREMARKSPEDESTRIAN POLE LIGHT TYPE IDUKE ENERGYENTERPRISETBDTBD*LEASED AND INSTALLED BY DUKE ENERGY, INCLUDE METAL POLEOVERHEAD CATENARY LIGHTINGLANDSCAPEFORMSARNEPROVIDE ALL REQUIRED CABLE AND SUPPORTSPLANTING, LANDSCAPESYMBOLDESCRIPTIONDETAILVENDORPRODUCTSIZECOLORFINISHREMARKSPLANTING AREA TYP.CONTRACTORREFER TO CHAPTER 8 FOR PLANTING PLANS AND DETAILSPAVEMENTSSYMBOLDESCRIPTIONDETAILVENDORPRODUCTSIZECOLORFINISHREMARKSCONCRETE PAVING - PEDESTRIAN RATEDN/ACONCRETEPER DETAILNATURAL GREYM. BROOMSAW CUT JOINTSCONCRETE PAVING - VEHICULAR RATEDCONTRACTORN/ASTANDARDCURB - 2C-6" CONCRETE CURB + GUTTERCURB - PRECAST CONCRETE VERTICAL CURBHANOVERROCKCURBCURB - CIP CONCRETE VERTICAL CURBCURB - 18" FLUSH RIBBON CURBSUSPENDED SLAB PAVEMENTPEDESTRIAN PAVER - TYPE IUNILOCKARTLINEPAVERS TO BE SET ON CONCRETE SLABPEDESTRIAN PAVER - TYPE IIUNILOCKGRANITOPAVERS TO BE SET ON CONCRETE SLABVEHICULAR PAVER - TYPE IUNILOCKSERIESPAVERS TO BE SET ON CONCRETE SLABVEHICULAR PAVER - TYPE IIUNILOCKSERIESPAVERS TO BE SET ON CONCRETE SLABRAMP - ACCESSIBLEREFER TO CLDSM DETAILRIVER ROCKSITE FURNITURESYMBOLDESCRIPTIONDETAILVENDORPRODUCTSIZECOLORFINISHREMARKS5C SQUARE TREE GRATEURBAN ACCESSORIESCASCADE5C SQ.RUST CONDITIONERDUCTILE IRON MATERIALDECORATIVE PLANTERKORNEGAY DESIGNTBDTBDPROVIDE IRRIGATIONCONCRETE CURB STOPSTEPSSYMBOLDESCRIPTIONDETAILVENDORPRODUCTSIZECOLORFINISHREMARKSPRECAST CONCRETE STAIRCONTRACTORSITE WALLS, EMBANKMENTSSYMBOLDESCRIPTIONDETAILTYPECONSTRUCTIONHEIGHTWALL CAPFINISHDESIGN BYSITE WALL - TYPE IRETAININGCAST-IN-PLACEVARIESSMOOTH-RUBBEDTO BE DESIGNED BY STRUCTURAL ENGINEER, WALL TO SLOPE WITH STAIRSSITE WALL - TYPE IIRETAININGCAST-IN-PLACEVARIESSMOOTH-RUBBEDTRANSFORMER ENCLOSURE WITH DECORATIVE GATESBRICK VENEER8CGENERATOR ENCLOSURE WITH DECORATIVE GATESBRICK VENEERCMU BLOCK8CROWLOCK01-0101-0202-0102-0202-03BA-101BA-102EL-101EL-102PA-101PV-02APV-02BPV-03APV-03BPV-03CPV-03DPV-04APV-05APV-05BPV-06APV-06BPV-07PV-08SF-101SF-102SF-103ST-101SW-101ASW-101BSW-102ASW-102BREFERENCE NOTES SCHEDULEMODERA AT THEFOUNDRYMILL CREEK RESIDENTIAL TRUSTCHARLOTTENORTH CAROLINA1022147PRODUCT SCHEDULEN/AC4-0111/11/2022 10:16 AM KIERA MURUVE P:\CLT\_2022\1022147\CAD\DOCUMENTATION\1022147_PLN_MATR.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658THESE DOCUMENTS ARE FOR DESIGNREVIEW ONLY AND NOT INTENDED FORCONSTRUCTION, BIDDING, OR PERMITPURPOSE. THEY ARE PREPARED BY, ORUNDER THE SUPERVISION OF:ENGINEERDATEPRELIMINARY-FOR REVIEW ONLY-XXXXX XXXXXXXX####10/20/22REG. #NOT FORCONSTRUCTIONSCHEMATIC DESIGN11.11.20221 N/A
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WXXXUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPXX693680678678675665665670675680685690695700705710
7107107057006956906857057006906856806756706656706706806656856906957007057056656658,022 SFRESTAURANT2,616 SFRETAILSTAIR 1STAIR 5 3,529 SFLEASING/LOBBY2,840 SFRETAILSTAIR 251 SFL ROOMELEVATOR 2ELEVATOR 1ELEVATOR 32,644 SFRETAIL5,353 SFRETAIL1,893 SFTRASH2,622 SFRETAIL1,531 SFFITNESSSTAIR 5 STAIR 2UNIT B2UNIT AU1UNIT B21,000 SFPUMP ROOMUNIT AU1UNIT B2LOADINGSTAIR 3RESIDENTIALSTORAGETRASH313 SFBOHBOHUNIT A1UNIT A1UNIT B1UNIT B1STAIR 4UNIT A5UNIT S1BOHBOHUNIT A5UNIT AD2UNIT AD28,022 SFRESTAURANT2,616 SFRETAILSTAIR 1STAIR 5 3,529 SFLEASING/LOBBY2,840 SFRETAILSTAIR 251 SFL ROOMELEVATOR 2ELEVATOR 1ELEVATOR 32,644 SFRETAIL5,353 SFRETAIL1,893 SFTRASH2,622 SFRETAIL1,531 SFFITNESSSTAIR 5 STAIR 2UNIT B2UNIT AU1UNIT B21,000 SFPUMP ROOMUNIT AU1UNIT B2LOADINGSTAIR 3RESIDENTIALSTORAGETRASH313 SFBOHBOHUNIT A1UNIT A1UNIT B1UNIT B1STAIR 4UNIT A5UNIT S1BOHBOHUNIT A5UNIT AD2UNIT AD2R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WTTTTTT666.00 FG662.93 EX TC663.32 FG664.15 EX FG665.53 EX FG665.35 EX FG665.22 EX FG665.84 EX FG665.98 EX FG666.03 EX FG664.82 EX FG665.70 RIM666.00 FG669.50 TS666.00 BS670.20 BS674.20 TS674.60 BS678.60 TS682.00 FG681.11 FG4.3%1.7%665.74 EX FG666.61 EX FG666.00 BS665.86 RIM0.1%0.6%663.63 EX TC665.74 EX TC675.00 EX TC685.80 EX TC685.65 EX BC668.61 FG0.4%1.7%CEDAR STREETSTADIUM VIEW DRIVE688.00 EX TC687.70 EX BC689.03 FG689.14 FG689.77 FG691.80 EX TC691.50 EX BC692.19 FG699.00 EX TC698.61 EX BC697.85 FG697.95 FG698.71 FG670675680685690700.80 FG696.80 EX TC696.50 EX BC699.11 FG699.21 FG699.37 FG692.00 FG692.06 FG702.11 FG688686683678673668688.00 FG695697687.87 EX FG701.00 FG705.08 FG701702703704705 705706707708709706
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666.00 FG666.00 BS669.50 TS1.5%670.20 BS1.9%674.20 TS674.60 BS678.24 TS1.7%677.69 EX FG677.83 EX FG677.78 EX FG677.66 EX FG677.84 EX FG679.50 BC680.00 TC678.40 BC678.90 TC678.34 FG1.5%0.8%678.00 TC678.96 FG1.5%0.5%1.9%1.1%0.3%1.7%3.1%3.3%680.75 FG3.0%680.96 FG678.79 FG1.0%0.9%4.3%687.00 FG4.5%681.00 FG4.8%686.00 FG686.16 FG686.42 FG690.00 FG5.0%665.90 FG665.95 FG1.5%0.
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5%MODERA AT THEFOUNDRYMILL CREEK RESIDENTIAL TRUSTCHARLOTTENORTH CAROLINA1022147OVERALL GRADING PLANN/AMMKMKMC5-0011/11/2022 10:17 AM KIERA MURUVE P:\CLT\_2022\1022147\CAD\DOCUMENTATION\1022147_PLN_GRAD.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658THESE DOCUMENTS ARE FOR DESIGNREVIEW ONLY AND NOT INTENDED FORCONSTRUCTION, BIDDING, OR PERMITPURPOSE. THEY ARE PREPARED BY, ORUNDER THE SUPERVISION OF:ENGINEERDATEPRELIMINARY-FOR REVIEW ONLY-XXXXX XXXXXXXX####10/21/22REG. #NOT FORCONSTRUCTIONSCHEMATIC DESIGN11.11.20221 1" = 20'4020010
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSTSTSTSTGASGASGASGASGASGASGASGASGASGASSTSTSTSTSTSTUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPWWWWWWWWWWWWW
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7107107057006956906857057006906856806756706656706706806656856906957007057056656658,022 SFRESTAURANT2,616 SFRETAILSTAIR 1STAIR 5 3,529 SFLEASING/LOBBY2,840 SFRETAILSTAIR 251 SFL ROOMELEVATOR 2ELEVATOR 1ELEVATOR 32,644 SFRETAIL5,353 SFRETAIL1,893 SFTRASH2,622 SFRETAIL1,531 SFFITNESSSTAIR 5 STAIR 2UNIT B2UNIT AU1UNIT B21,000 SFPUMP ROOMUNIT AU1UNIT B2LOADINGSTAIR 3RESIDENTIALSTORAGETRASH313 SFBOHBOHUNIT A1UNIT A1UNIT B1UNIT B1STAIR 4UNIT A5UNIT S1BOHBOHUNIT A5UNIT AD2UNIT AD28,022 SFRESTAURANT2,616 SFRETAILSTAIR 1STAIR 5 3,529 SFLEASING/LOBBY2,840 SFRETAILSTAIR 251 SFL ROOMELEVATOR 2ELEVATOR 1ELEVATOR 32,644 SFRETAIL5,353 SFRETAIL1,893 SFTRASH2,622 SFRETAIL1,531 SFFITNESSSTAIR 5 STAIR 2UNIT B2UNIT AU1UNIT B21,000 SFPUMP ROOMUNIT AU1UNIT B2LOADINGSTAIR 3RESIDENTIALSTORAGETRASH313 SFBOHBOHUNIT A1UNIT A1UNIT B1UNIT B1STAIR 4UNIT A5UNIT S1BOHBOHUNIT A5UNIT AD2UNIT AD2GENTR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WTTTTTTT666.00 FG662.93 EX TC663.32 FG664.15 EX FG665.53 EX FG665.35 EX FG665.22 EX FG665.84 EX FG665.98 EX FG666.03 EX FG664.82 EX FG665.70 RIM666.00 FG669.50 TS666.00 BS670.20 BS674.20 TS674.60 BS678.60 TS682.00 FG681.11 FG665.74 EX FG666.61 EX FG666.00 BS665.86 RIM663.63 EX TC665.74 EX TC675.00 EX TC685.80 EX TC685.65 EX BC668.61 FG688.00 EX TC687.70 EX BC689.03 FG689.14 FG689.77 FG691.80 EX TC691.50 EX BC692.19 FG699.00 EX TC698.61 EX BC697.85 FG697.95 FG698.71 FG670675680685690700.80 FG696.80 EX TC696.50 EX BC699.11 FG699.21 FG699.37 FG692.00 FG692.06 FG702.11 FG688686683678673668688.00 FG695697687.87 EX FG701.00 FG705.08 FG701702703704705 705706707708709706
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PROP. 30'STORMWATEREASEMENTEX. WATER (TYP.)EX. WATER (TYP.)EX. STORM (TYP.)PROPERTY LINEPROPERTY LINEEX. 6'X6' BOX CULVERTEX. SANITARY SEWER (TYP.)TIE TO EX. 12" RCP STORMPROP. TRENCH DRAINPROP. 6'X6' BOX CULVERT.TIE TO EX. CULVERT.PROP. 6'X6' BOX CULVERT.TIE TO EX. CULVERT.EX. STORM TO REMAIN (TYP.)EX. STORM TO REMAIN (TYP.)PROP. ROOF LEADER CONNECTIONPROP. 4" PERFORATED PIPE (TYP.)PROP. 4" PERFORATED PIPE (TYP.)TIE FOUNDATION DRAINAGE TO STORM SYSTEM4" PVCTREE PIT DRAIN (TYP.)PROP. UNDERGROUND DETENTIONCHAMBERSURFACE AREA: 4,000 SFTOTAL VOLUME PROVIDED: 28,000 CF
PROFILE - PROP BOX CULVERTSCALE: 1" = 20' H & 1" = 2' V6556606656706756806856556606656706756806850+00668.85668.850+50668.49668.491+00676.10676.10
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2+50S-10RIM: 677.0072" INV. IN: 666.00 (S-12)72" INV. OUT: 662.45 (S-11)S-12RIM: 679.3272" INV. IN: 668.18 (S-9)72" INV. OUT: 668.18 (S-10)S-9RIM: 681.0872" INV. OUT: 672.40 (S-12)S-11RIM: 669.8872" INV. IN: 661.46 (S-10)72" INV. IN: 661.46 ()72" INV. OUT: 661.46 ()MODERA AT THEFOUNDRYMILL CREEK RESIDENTIAL TRUSTCHARLOTTENORTH CAROLINA1022147STORM PROFILES1" = 2'MMKMKMC6-0111/11/2022 10:18 AM KIERA MURUVE P:\CLT\_2022\1022147\CAD\DOCUMENTATION\1022147_PRO_STRM.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658THESE DOCUMENTS ARE FOR DESIGNREVIEW ONLY AND NOT INTENDED FORCONSTRUCTION, BIDDING, OR PERMITPURPOSE. THEY ARE PREPARED BY, ORUNDER THE SUPERVISION OF:ENGINEERDATEPRELIMINARY-FOR REVIEW ONLY-XXXXX XXXXXXXX####11/3/22REG. #NOT FORCONSTRUCTIONSCHEMATIC DESIGN11.11.20221 1" = 20'4020010PROP. GRADEEX. GRADE
MODERA AT THEFOUNDRYMILL CREEK RESIDENTIAL TRUSTCHARLOTTENORTH CAROLINA1022147STORM DETAILSN/AMMKMKMC6-1011/11/2022 10:18 AM KIERA MURUVE P:\CLT\_2022\1022147\CAD\DOCUMENTATION\1022147_DTL_STRM.DWGAS NOTEDKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658THESE DOCUMENTS ARE FOR DESIGNREVIEW ONLY AND NOT INTENDED FORCONSTRUCTION, BIDDING, OR PERMITPURPOSE. THEY ARE PREPARED BY, ORUNDER THE SUPERVISION OF:ENGINEERDATEPRELIMINARY-FOR REVIEW ONLY-XXXXX XXXXXXXX####9/12/22REG. #NOT FORCONSTRUCTIONSCHEMATIC DESIGN11.11.20221 DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTHDPE LEADER TO BUILDINGDOWNSPOUT @ MINIMUM 1.00% SLOPE,SEE ROOF DRAINAGE DOWNSPOUTCONNECTION DETAILHEADER / STORM DRAINAGE LINE,SEE PLANS FOR SIZE AND MATERIALTEE-WYE CONNECTIONINLINE DRAIN BASIN (IFNECESSARY) - SEE PLANS FORLOCATION, GRATE, AND SIZEFLOW DIRECTIONFLOW DIRECTIONDUCTILE IRON DO NOT POLLUTE DRAINS
TO WATERWAYSNYLOPLASTHDPE LEADER TO BUILDINGDOWNSPOUT @ MINIMUM 1.00% SLOPE45° BEND45° WYE ANDREDUCER TO 4"GASKETEDCONNECTIONREDUCER ASNECESSARY90° BEND6" PIPE4" CLEANOUT END CAPINSTALLED FLUSHWITH GRADEDOWNSPOUT ADAPTER INSERTED INRISER PIPE(GROUT CONNECTION WATERTIGHT)DOWNSPOUTHDPE ORPVC PIPEREDUCER ASNECESSARYHEADER PIPE, SEEPLANS FOR SIZEAND MATERIALWYE AND45° BENDBUILDINGROOF DRAINAGE HEADER/STORM DRAINAGE LINEPLANNTSROOF DRAINAGE DOWNSPOUT CONNECTIONSECTIONNTS1C6-102C6-10
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14' SETBACKEXISTINGPARKING TOREMAINRETAILRETAILRETAILFITNESSFUTURE 55' CATSRAIL ROWFUTURE 36' CATSRAIL ROWSSMH - 1RIM: 694.528" INV. IN: 684.00 (SSCO - 1)8" INV. IN: 683.72 (S-20)8" INV. OUT: 683.52 (SSMH - 2)8" PVCSSCO - 1RIM: 695.288" INV. OUT: 685.00 (SSMH - 1)SSMH - 2RIM: 670.328" INV. IN: 663.55 (SSCO - 2)8" INV. IN: 663.55 (SSMH - 1)8" INV. OUT: 663.35 (S-21)8" PVCSSCO - 2RIM: 666.468" INV. OUT: 663.94 (SSMH - 2)MODERA AT THEFOUNDRYMILL CREEK RESIDENTIAL TRUSTCHARLOTTENORTH CAROLINA1022147UTILITY PLANN/A MM KM KMC7-0011/14/2022 1:16 PM MARC MOMSEN P:\CLT\_2022\1022147\CAD\DOCUMENTATION\1022147_PLN_UTIL.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658THESE DOCUMENTS ARE FOR DESIGNREVIEW ONLY AND NOT INTENDED FORCONSTRUCTION, BIDDING, OR PERMITPURPOSE. THEY ARE PREPARED BY, ORUNDER THE SUPERVISION OF:ENGINEERDATEPRELIMINARY-FOR REVIEW ONLY-XXXXX XXXXXXXX####11/10/22REG. #NOT FORCONSTRUCTIONSCHEMATIC DESIGN11.11.20221 1" = 20'4020010E
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PROP. 30'STORMWATEREASEMENTPROP. STORM (TYP.)EX. WATER (TYP.)EX. 6" WATER MAINAPPROX. LOCATIONOF EX. 6" WATER MAINEX. 8" SANITARY SEWER MAINEX. 18" SANITARY SEWER MAINEX. 24" SANITARY SEWER MAINPROP. 4' DOGHOUSE MANHOLEPROP. 4' DOGHOUSE MANHOLEINTERNAL 1" REDUCED PRESSURE PRINCIPLEBACKFLOW PREVENTION ASSEMBLY PER CLTWATERREQUIREMENTS. SEE DETAIL ON SHEET C7-10. REFERTO PLUMBING FOR ADDITIONAL INFORMATION.PROP. 2" IRRIGATION CONNECTION2" G.V. 6" X 2" TAPPING SADDLE1 - 2" IRRIGATION METERSEE DETAIL ON SHEET C7-10PROP. 6" FIRE LINE1 - 6" X 6" TAPPING SLEEVE & VALVEPROP. 6" FIRE LINE ASSEMBLY W/1" DETECTOR METER.SEE DETAIL ON SHEET C7-10INTERNAL 6" REDUCED PRESSURE PRINCIPLE BACKFLOWPREVENTION ASSEMBLIES PER CLTWATER REQUIREMENTS.1 - 6" FIRESEE DETAIL ON SHEET C7-10. REFER TO PLUMBING FORADDITIONAL INFORMATION.INTERNAL 6" REDUCED PRESSURE PRINCIPLE BACKFLOWPREVENTION ASSEMBLIES PER CLTWATER REQUIREMENTS.1 - 6" DOMESTICSEE DETAIL ON SHEET C7-10. REFER TO PLUMBING FORADDITIONAL INFORMATION.PROP. 6" DOMESTIC CONNECTION6" G.V. 6" X 6" TAPPING SLEEVEAND VALVE1 - 6" COMPOUND METERSEE DETAIL ON SHEET C7-10PROP. TRANSFORMERLOCATIONSPROP. GENERATORLOCATIONPROP. TRANSFORMERLOCATIONSEX. STORM (TYP.)PROPERTY LINEPROPERTY LINEEX. 6'X6' BOX CULVERTPROPOSED DROPPOLEPROPOSED DROPPOLEPROPOSED ELECTRICMANHOLEPROPOSED TELECOMMANHOLEPROPOSED TELECOM MANHOLERECONNECTION TO EXISTING BUILDNGSPROPOSED TELECOM MANHOLERECONNECTION TO EXISTING BUILDNGSPROPOSED DROPPOLEPROP. TRANSFORMERPROPOSED OFFSITE TRANSFORMERTO SERVE EXISTING BUILDINGSON STADIUM VIEW DRIVEPROPOSED ELECTRICMANHOLEPROPOSED DUCT BANKELEC - NINE WAY 6" CONDUITSTELE FOUR WAY 4" CONDUITSPROPOSED DUCT BANKELEC - NINE WAY 6" CONDUITSTELE FOUR WAY 4" CONDUITSPROPOSED DUCT BANKELEC - NINE WAY 6" CONDUITSTELE FOUR WAY 4" CONDUITSPROPOSED DUCT BANKELEC - FIFTEEN WAY 6" CONDUITSTELE - SIX WAY 4" CONDUITS
MODERA AT THEFOUNDRYMILL CREEK RESIDENTIAL TRUSTCHARLOTTENORTH CAROLINA1022147UTILITY DETAILSN/AMMKMKMC7-1011/11/2022 10:19 AM KIERA MURUVE P:\CLT\_2022\1022147\CAD\DOCUMENTATION\1022147_DTL_UTIL.DWGAS NOTEDKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658THESE DOCUMENTS ARE FOR DESIGNREVIEW ONLY AND NOT INTENDED FORCONSTRUCTION, BIDDING, OR PERMITPURPOSE. THEY ARE PREPARED BY, ORUNDER THE SUPERVISION OF:ENGINEERDATEPRELIMINARY-FOR REVIEW ONLY-XXXXX XXXXXXXX####9/12/22REG. #NOT FORCONSTRUCTIONSCHEMATIC DESIGN11.11.20221
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8,022 SFRESTAURANT2,616 SFRETAILSTAIR 1STAIR 5 3,529 SFLEASING/LOBBY2,840 SFRETAILSTAIR 251 SFL ROOMELEVATOR 2ELEVATOR 1ELEVATOR 32,644 SFRETAIL5,353 SFRETAIL1,893 SFTRASH2,622 SFRETAIL1,531 SFFITNESSSTAIR 5 STAIR 2UNIT B2UNIT AU1UNIT B21,000 SFPUMP ROOMUNIT AU1UNIT B2LOADINGSTAIR 3RESIDENTIALSTORAGETRASH313 SFBOHBOHUNIT A1UNIT A1UNIT B1UNIT B1STAIR 4UNIT A5UNIT S1BOHBOHUNIT A5UNIT AD2UNIT AD28,022 SFRESTAURANT2,616 SFRETAILSTAIR 1STAIR 5 3,529 SFLEASING/LOBBY2,840 SFRETAILSTAIR 251 SFL ROOMELEVATOR 2ELEVATOR 1ELEVATOR 32,644 SFRETAIL5,353 SFRETAIL1,893 SFTRASH2,622 SFRETAIL1,531 SFFITNESSSTAIR 5 STAIR 2UNIT B2UNIT AU1UNIT B21,000 SFPUMP ROOMUNIT AU1UNIT B2LOADINGSTAIR 3RESIDENTIALSTORAGETRASH313 SFBOHBOHUNIT A1UNIT A1UNIT B1UNIT B1STAIR 4UNIT A5UNIT S1BOHBOHUNIT A5UNIT AD2UNIT AD2GENTR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WTTTTTTTSOUTH CEDAR STREET(ASSUMED 40' PUBLIC R/W PER MB 332-209)STADIUM VIEW DRIVE(35' PUBLIC R/W)EXISTINGBUILDING TOREMAINEXISTINGBUILDING TOREMAINEXISTINGBUILDING TOREMAINRETAILLEASING/LOBBYPARKINGDECK ENTRYLOADINGRETAIL/EDEERETAILFUTURE 36' CATSRAIL ROWPARCEL NOT PARTOF PROJECT(PARCEL ID 07318310)14' SETBACK 14' SETBACKEXISTINGPARKING TOREMAINRETAILRETAILRETAILFITNESSFUTURE 36' CATSRAIL ROWZONE OF SUSPENDED SLABPAVEMENT, INSTALL PERSTANDARD CLDS DETAILSZONE OF SUSPENDED SLABPAVEMENT, INSTALL PERSTANDARD CLDS DETAILSZONE OF SUSPENDED SLABPAVEMENT, INSTALL PERSTANDARD CLDS DETAILSZONE OF SUSPENDED SLABPAVEMENT, INSTALL PERSTANDARD CLDS DETAILSMIN. 15'-0"EXISTING POLE TO REMAINEXISTING POLE TO REMAINEXISTING POLE TO REMAINEXISTING POLE TOREMAINZONE OF SUSPENDEDSLAB PAVEMENT ORSILVA CELL SYSTEM40' PARKINGCOVERAGE TYP.ZONE OF SUSPENDED SLABPAVEMENT, INSTALL PERSTANDARD CLDS DETAILSTREESCODEQTYBOTANICAL NAMECOMMON NAMEMIN. CONT.MIN. CAL.MIN. HT.REMARKSLPW17LARGE MATURING TREEINTERNAL TREEB & B3" MIN.8-10CSPECIES TO BE DETERMINED*SPECIES TO BE FROM THEAPPROVED CHARLOTTE TREE LIST.SWD4SMALL MATURING TREESTREET TREE A (CEDAR STREET)B & B3" MIN.8-10CSPECIES TO BE DETERMINED*SPECIES TO BE FROM THEAPPROVEDCHARLOTTE TREE LIST.SWE9SMALL MATURING TREESTREET TREE B (STADIUM VIEW DR)B & B3" MIN.8-10CSPECIES TO BE DETERMINED*SPECIES TO BE FROM THEAPPROVEDCHARLOTTE TREE LIST.GROUND COVERSCODEQTYBOTANICAL NAMECOMMON NAMEMIN. CONT.SPACINGMIN. HT.REMARKSAF16,380ACCENT SHRUBS/GROUNDCOVERVARIESVARIESVARIES- SOIL & BED PREPARATION /FERTILIZER- 3IN MULCH DEPTH- 10% GROUNDCOVER @ 12IN O.C.- 30% SMALL SHRUBS @ 2FT O.C.- 30% MEDIUM SHRUBS @ 3FT O.C.- 30% LARGE SHRUBS @ 5FT O.C.- FULLY IRRIGATEDPLANT SCHEDULEMODERA AT THEFOUNDRYMILL CREEK RESIDENTIAL TRUSTCHARLOTTENORTH CAROLINA1022147REQUIRED PLANTING PLANN/AC8-0011/11/2022 10:20 AM KIERA MURUVE P:\CLT\_2022\1022147\CAD\DOCUMENTATION\1022147_PLN_PLNT.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658THESE DOCUMENTS ARE FOR DESIGNREVIEW ONLY AND NOT INTENDED FORCONSTRUCTION, BIDDING, OR PERMITPURPOSE. THEY ARE PREPARED BY, ORUNDER THE SUPERVISION OF:ENGINEERDATEPRELIMINARY-FOR REVIEW ONLY-XXXXX XXXXXXXX####10/21/22REG. #NOT FORCONSTRUCTIONSCHEMATIC DESIGN11.11.20221 1" = 20'4020010GENERAL PLANTING NOTES1.AN UNDISTURBED TREE ANALYSIS WILL BE CONDUCTED IN THE FIELD WITH URBANFORESTRY PRIOR TO SITE CONSTRUCTION COMMENCEMENT.2.TREES WITHIN THE STREET RIGHT-OF-WAY ARE PROTECTED BY LAW. A PERMIT ISREQUIRED FROM THE CITY ARBORIST AT [phone] PRIOR TO THE REMOVAL OF ANYRIGHT-OF-WAY TREES.3.ALL LARGE MATURING TREES IN R/W MUST BE AT LEAST 30' APART.4.ALL LARGE MATURING TREES OUTSIDE OF R/W MUST BE AT LEAST 25' APART.5.TREES NEED TO BE AT LEAST 10' FROM BUILDINGS AND UTILITIES.6.PLANTING SHOWN IS FOR MINIMUM REQUIRED PLANTING PER THE ORDINANCE FORPERMITTING ONLY. REFER TO FINAL PLANTING PLANS FOR ADDITIONAL SCHEDULE,QUANTITIES, DETAIL, AND PLANTING DESIGN.CHARLOTTE URBAN FORESTRY - TREE PLANTING AND PRESERVATION REQUIREMENTS(UPDATED 1/26/2022)INSPECTOR CONTACT INFO: HTTPS://CHARLOTTEEXPLORER/ CLICK PLANNING LAYER > LANDDEVELOPMENT – URBAN FORESTRY INSPECTORSPLANT MATERIAL1.MINIMUM TREE SIZE AT PLANTING IS 2” CALIPER AND 8’ TALL FOR SINGLE-STEM TREES.ALL MULTI-STEM PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM10’ TALL. WHERE 3” SINGLE-STEM CALIPER TREES ARE SPECIFIED/REQUIRED THEMINIMUM HEIGHT SHALL BE 10’ TALL, IF MULTI-STEM TREES ARE SPECIFIED THEN THEYSHALL BE A MINIMUM OF 12’ TALL.2.ALL NEW TREES MUST HAVE STRAIGHT TRUNKS WITH STRONG CENTRAL LEADERSINTACT TO THE TOP OF THE CROWN UNLESS MULTI-STEM TREES ARE SPECIFIED. ALLREQUIRED TREES SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY, HAVE NORMALGROWTH HABITS, HAVE WELL-DEVELOPED BRANCHES, BE VIGOROUS AND HAVEFIBROUS ROOT SYSTEMS. TREES WITH MAJOR GIRDLING ROOTS WILL NOT BEACCEPTED. TREES WITH CODOMINANT BRANCHING WILL NOT BE ACCEPTED. TREESTHAT HAVE BEEN SHEARED, TOPPED OR CUT BACK TO MULTIPLY THE BRANCHINGSTRUCTURE WILL NOT BE ACCEPTED. TREES SHALL BE FREE OF ABRASIONS, DAMAGE,DISEASE, PESTS AND CRACKS. ALL PRUNING CUTS GREATER THAN ½ INCH DIAMETERSHALL HAVE CALLUS TISSUE FORMED PRIOR TO PLANTING. NO PRUNING CUT ON THETRUNK SHALL BE MORE THAN ONE-HALF THE DIAMETER OF THE CENTRAL LEADER ATTHE HEIGHT WHERE THE CUT WAS MADE. ROOT FLARES SHALL BE LOCATED AT GRADE.TREES WITH MORE THAN 2” OF SOIL COVERING THE ROOT BALL/FLARE FROM WILL NOTBE ACCEPTED (CLDS.40.09).3.SIZE OF REQUIRED PLANTS, SPREAD OF ROOTS AND SIZE OF BALLS SHALL BE INACCORDANCE WITH ANSI Z60.1 (LATEST EDITION) AS PUBLISHED BY THE AMERICANNURSERY & LANDSCAPE ASSOCIATION, EXCEPT WHERE SPECIFIED/AUTHORIZED BYURBAN FORESTRY. ALL REQUIRED TREES OF A PARTICULAR SPECIES AND VARIETYSHALL BE UNIFORM IN SIZE AND CONFIGURATION.4.PERIMETER TREES IN URBAN ZONES SHALL BE 3” IN CALIPER AND BE FREE OFBRANCHES UP TO 6’ FROM THE TOP OF ROOT CROWN (BALL).5.A MINIMUM OF 50% OF NEW TREES MUST BE NATIVE SPECIES, AND SITES WITH MORETHAN 20 TREES REQUIRED WILL HAVE TO INSTALL MULTIPLE (3 OR MORE) SPECIESPURSUANT TO THE TREE ORDINANCE GUIDELINES.6.75% OF REQUIRED TREES MUST BE LARGE MATURE SPECIES EXCEPT IN SITUATIONSWITH OVERHEAD POWER LINE CONFLICTS.PLANTING REQUIREMENTS7.SEE CLDS 40.01 & 40.09 (ON PLAN) FOR DETAILED TREE PLANTING REQUIREMENTS.8.PLASTIC HOSE PARTS WILL NOT BE ACCEPTED FOR TREE STAKING. SEE CLDS 40.01 FORAPPROVED STAKING METHOD/MATERIALS.9.ALL STRAPPING, AND TOP 1/3 OF WIRE BASKET AND BURLAP MUST BE CUT AWAY ANDREMOVED FROM ROOT BALL WHEN PLANTING.10.FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB-BASE ANDCONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 18" NEW TOPSOIL, OR TILLAND AMEND THE TOP 18" OF EXISTING SOIL TO MEET TOPSOIL/PLANTING MIXSTANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET).11.TREES PLANTED ON PUBLIC STREET RIGHT-OF-WAY REQUIRE APPROVAL FROM URBANFORESTRY PRIOR TO INSTALLATION.12.REVIEW SOIL REQUIREMENTS IN THE TREE ORDINANCE GUIDELINES.UTILITY ISSUES13.IF UTILITY IS TO BE INSTALLED IN/NEAR ANY REQUIRED TREE(S) OR TREE SAVE AREA(S),CALL URBAN FORESTRY PRIOR TO UTILITY INSTALLATION.14.LARGE MATURING TREES MAY NOT BE PLANTED WITHIN 25’ OF OVERHEAD POWERDISTRIBUTION OR TRANSMISSION LINES.15.IF TREES CONFLICT WITH ANY UTILITIES OR SIGNS; CALL URBAN FORESTER TO RESOLVEBEFORE PLANTING.16.ADJUST TREE PLANTING LOCATIONS TO AVOID EXISTING UNDERGROUND UTILITIES.PLANT 15’ FROM ALL UNDERGROUND UTILITIES.17.NO LIGHT POLES, UTILITIES OR TRANSFORMERS CAN BE INSTALLED IN TREE ISLANDS.18.COMMERCIAL SCALE LIGHTING (> 15’ IN HEIGHT) MUST BE A MINIMUM DISTANCE OF 30’FROM A TREE. PEDESTRIAN SCALE LIGHTING (≤ 15’ IN MUST BE A MINIMUM DISTANCE OF15’ FROM A TREE. SHOW SITE LIGHTING ON LANDSCAPE PLAN.TREE SAVE AND PRESERVATION19.TREE PROTECTION MUST BE INSTALLED AND VERIFIED BY URBAN FORESTRY PRIOR TOSTARTING ANY CONSTRUCTION ACTIVITY.20.SHOW TREE PROTECTION AND TREES SAVE AREAS ON DEMOLITION, EROSION CONTROL,GRADING AND LANDSCAPE PLAN SHEETS.21.COMMERCIAL TREE SAVE AREAS MUST BE RECORDED ON A FINAL PLAT WITH THEMECKLENBURG COUNTY REGISTER OF DEEDS BEFORE URBAN FORESTRY HOLDS CAN BERELEASED. A 10’ NO BUILD ZONE AROUND TREE SAVE AREAS MUST BE REFERENCED ONTHE PLAT.22.TREE SAVE AREAS SHALL BE FREE OF INVASIVE PLANT SPECIES. IF AN AREA PROPOSEDFOR TREE SAVE CONTAINS INVASIVE PLANT SPECIES AT TIME OF PROPOSAL, SUCHINVASIVE PLANT SPECIES SHALL BE REMOVED PRIOR TO FINAL CO.23.THE AREA OF ANY EASEMENTS (WATER, SEWER, UTILITY, ETC.) CAN NOT BE COUNTEDTOWARD THE TREE SAVE REQUIREMENT.24.ANY ACTIVITY IN TREE SAVE AREAS MUST BE ACCOMPLISHED WITHOUT MECHANIZEDEQUIPMENT.25.NO STRUCTURE WILL BE ALLOWED WITHIN 10’ OF TREE SAVE AREAS UNLESS APPROVEDBY URBAN FORESTRY.26.ALL TREES ON PUBLIC STREET RIGHT-OF-WAY/PROPERTY ARE PROTECTED ANDREMOVAL MUST BE PERMITTED BY URBAN FORESTRY.27.CONTACT URBAN FORESTRY PRIOR TO ANY CRANE SET-UP, MACHINERY OPERATION ORTEMPORARY BUILDING ERECTION THAT MAY IMPACT PROTECTED TREES, TREE SAVEAREAS, INCLUDING CITY TREES IN PUBLIC RIGHT-OF-WAY. IMPACTS MAY INCLUDE BUTARE NOT LIMITED ENCROACHING IN TREE DRIP-LINES, EXCAVATION, SOIL COMPACTION,TREE TRIMMING, ERECTING AND DISMANTLING OF CONSTRUCTION CRANES.GENERAL28.SUBMIT REQUIRED CO/HOLD RELEASE FORM ATHTTPS://CHARLOTTENC.GOV/DEVELOPMENTCENTER FOR AN INSPECTION OF TREEPROTECTION/PLANTING AREAS, A MINIMUM OF 3 DAYS BEFORE THE CO/HOLD RELEASE ISNEEDED.29.VISIT CITY OF CHARLOTTE’S CLT DEVELOPMENT CENTER WEBSITE FOR ADDITIONALINFORMATION AND URBAN FORESTRY REQUIREMENTS:HTTPS://CHARLOTTENC.GOV/DEVELOPMENTCENTER THEN CLICK TREES.30.ALL TREE SAVE PAYMENT-IN-LIEU, PERIMETER TREE PAYMENT IN LIEU, AND CITY TREEMITIGATION PAYMENTS (CHECKS) MUST BE SUBMITTED TO:ATTN: URBAN FORESTRY SUPERVISORCLT DEVELOPMENT CENTER600 E. FOURTH ST. (1ST FLOOR)CHARLOTTE, NC 28202CEDAR STREET:TREES REQUIRED = 11 TREES (365'/35' = 10.4)± 365 LF TOTALTREES PROVIDED = 4 TREES(SMALL MATURING)7 TREES PAY IN LIEU(7 x $6,500 = $45,500)STADIUM VIEW DR:TREES REQUIRED = 15 TREES (522/35' = 14.9)± 522 LF TOTALTREES PROVIDED = 9 TREES(SMALL MATURING)6 TREES PAY IN LIEU(6 x $6,500 = $39,000)TOTAL PAY IN LIEU:$84,500*TOTAL PAY IN LIEU MAY BE REDUCED IF FRONTAGE LIMITS(CEDAR ST. EXISTING BUILDINGS + CATS DEDICATED ROWALONG STADIUM VIEW DR.) CAN BE REDUCEDREQUIREMENT: 50% OF NEW TREESMUST BE NATIVE SPECIES.XX NATIVE TREES REQUIRED29 TOTAL NEW TREES PROVIDED29 NATIVE TREES PROVIDED (100%)CONTINUOUS PLANTING STRIP; AVG WIDTH 8'; 1 LARGE TREE PER 40' OR 1 SMALLTREE PER 30' PER STREET FRONTAGE, 3” CAL. MIN.NATIVE SPECIES REQUIREMENT (SEC. 21-96 C)PERIMETER PLANTING REQUIREMENT (SEC. 21-96 F)1 LARGE MATURING SHADE TREE PER10,000 SF IMPERVIOUS AREA17 TREES REQUIRED17 TREES PROVIDED±XXX SF PLANTING AREA REQUIRED±XXX SF PLANTING AREA PROVIDEDPLANTING AREA EQUAL TO 10% OFTOTAL IMPERVIOUS SURFACE AREATOTAL IMPERVIOUS AREA: ±167,716 SFINTERNAL PLANTING REQUIREMENT (SEC. 21-96 G)INTERNAL TREES REQUIREDTREE SAVE AREA (TSA) REQUIREMENTS- EXEMPT FROM TREE SAVE. *SITE LOCATED WITHIN A TRANSIT CENTER.
F. D. C.
GEN
F. D. C.F. D. C.
SOUTH CEDAR STREET
STADIUM VIEW DRIVE (HILL ST.)PROPER TY LINE
SETBACK FOR
LIGHT RAIL FUTURE BROOKLYN VI
LLAGE AVENUE EXTENSI
ON (STONEWALL ST.)FUTURE LIGHT RAIL
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
NEW TRANSFORMER
TO SERVE EXISTING
BUILDINGS
COURTYARD A
COURTYARD BCOURTYARD C
BUILDING 01
3 HOURS FIRE WALL
BUILDING 02
ROOF
ACCESS
100' - 0"140' - 0"140' - 0"71' - 8"
TRANSFORMER #T4 -
REFER TO ELECTRICAL
TRANSFORMER #T5 -
REFER TO ELECTRICAL
TRANSFORMER #T1 -
REFER TO ELECTRICAL
TRANSFORMER #T2 -
REFER TO ELECTRICAL
TRANSFORMER #T3 -
REFER TO ELECTRICAL
PROPOSED ADDRESS:619 SOUTH CEDAR ST. CHARLOTTE, NC
ZONING:
SITE AREA:
BUILDING SETBACKS
SIDE YARD:
REAR YARD:
PROPOSED OVERALL USE:
MULTI-FAMILY:374 UNITS
REQUIRED PARKING:
RESIDENTIAL:
MIN. REQUIRED:XXX
PARKING PROVIDED:XXX
MAX. ALLOWED:XXX
NON-RESIDENTIAL:
MIN. REQUIRED:XXX
PARKING PROVIDED:XXX
MAX. ALLOWED:XXX
PARKING PROVIDED:
STANDARD:XXX
COMPACT:XXX
HANDICAP:XXX
ELECTRIC:XXX
ELECTRIC READY:XXX
TOTAL:599
SIZES:
STANDARD:XX X XX
COMPACT:XX X XX
BICYCLE PARKING:
RESIDENTIAL:
MIN. REQUIRED:XXX
PARKING PROVIDED:XXX
NON-RESIDENTIAL:
MIN. REQUIRED:XXX
PARKING PROVIDED:XXX
SITE DATA LEGEND
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 2:10:02 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.00
2247601
SITE PLAN
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1" = 20'-0"1 LEVEL 1 - SITE PLAN
DATE DESCRIPTION REV
TOTAL PARKING COUNT BY LEVEL
SPACE TYPE WIDTH LENGTH QUANTITY
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 159
LEVEL 2 167
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 152
LEVEL 3 160
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 147
LEVEL 4 155
ADA 8' - 6" 18' - 0" 2
C 8' - 0" 16' - 0" 6
STND 8' - 6" 18' - 6" 107
VAN 9' - 0" 18' - 6" 2
LEVEL 5 117
Grand total 599
PARKING RATIO:
PARKING COUNT -599
REPLACEMENT SPACES -46
COMMERCIAL SPACES -47
RESIDENTIAL PARKING COUNT -506
UNIT COUNT -374
PARKING PER UNIT -1.35
BICYCLE PARKING:
UNIT COUNT -374
TOTAL BICYCLE PARKING -75
LONG TERM BICYCLE PARKNG -60
SHORT TERM BICYCLE PARKING -15
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
2
A06.01
7,968 SF
RETAIL
2,337 SF
RETAIL
SOUTH CEDAR STREET
STADIUM VIEW DRIVE (HILL ST.)SETBACK FOR
LIGHT RAILFUTURE BROOKLYN VI
LLAGE AVENUE EXTENSI
ON (STONEWALL ST.)C D E F G H J
K L M N P Q R
4
U
7
6
5
1
2
1
A06.01
1
A06.01
3
A06.02
3
A06.02
2
A06.02
2
A06.02
3
A06.01
30' - 0"63' - 0 1/2"20.45°
SSTAIR 15,208 SF
LEASING/LOBBY
533 SF
TRASH
2,548 SF
RETAIL
STAIR 4
1,319 SF
MAIL ROOM
25' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"28' - 3"16' - 9"
9
10
11
13
14
16
17
421' - 0"15' - 6"24' - 0"24' - 6"24' - 6"24' - 6"30' - 1"24' - 5"24' - 0"27' - 0"25' - 0"18' - 6 1/2"14' - 6"276' - 6 1/2"ELEVATOR 2
ELEVATOR 3
ELEVATOR 1
8
3
T
B
OV XY
15
12
1
A06.02
2,606 SF
RETAIL
5,533 SF
RESTAURANT
1,445 SF
TRASH
2,722 SF
RETAIL
4
A06.02
6' - 0"39 SF
MECH CLOSET
1
A06.10 11' - 6"11' - 6"11' - 6"11' - 6"13' - 0"11' - 6"11' - 6"11' - 6"11' - 6"13' - 0"11' - 6"11' - 6"11' - 6"11' - 6"78 SF
MDF ROOM
25 SF
STANDPIPE ROOM
STAIR 5
7' - 6"
LINE OF BUILDING
ABOVE
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 2:10:03 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.01
2247601
LEVEL 1
OVERALL
FLOOR PLAN
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/16" = 1'-0"1 LEVEL 1 OVERALL FLOOR PLAN
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
TOTAL PARKING COUNT BY LEVEL
SPACE TYPE WIDTH LENGTH QUANTITY
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 159
LEVEL 2 167
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 152
LEVEL 3 160
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 147
LEVEL 4 155
ADA 8' - 6" 18' - 0" 2
C 8' - 0" 16' - 0" 6
STND 8' - 6" 18' - 6" 107
VAN 9' - 0" 18' - 6" 2
LEVEL 5 117
Grand total 599
PARKING RATIO:
PARKING COUNT -599
REPLACEMENT SPACES -46
COMMERCIAL SPACES -47
RESIDENTIAL PARKING COUNT -506
UNIT COUNT -374
PARKING PER UNIT -1.35
BICYCLE PARKING:
UNIT COUNT -374
TOTAL BICYCLE PARKING -75
LONG TERM BICYCLE PARKNG -60
SHORT TERM BICYCLE PARKING -15
DATE DESCRIPTION REV
UP
2
A06.01
2
A06.01
K L M N P Q R
4
U
7
6
5
1
2
3
A06.02
3
A06.02
3
A06.01
SREFER TO: 1 / A02.01B533 SF
TRASH
ELEVATOR 1
2,548 SF
RETAIL
7,968 SF
RETAIL
STAIR 1
8
3
T
MECH SHAFT ABOVE
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 2:10:04 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.01A
2247601
LEVEL 1 -
ENLARGED
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 1 - ENLARGED FLOOR PLAN - AREA A
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
TOTAL PARKING COUNT BY LEVEL
SPACE TYPE WIDTH LENGTH QUANTITY
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 159
LEVEL 2 167
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 152
LEVEL 3 160
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 147
LEVEL 4 155
ADA 8' - 6" 18' - 0" 2
C 8' - 0" 16' - 0" 6
STND 8' - 6" 18' - 6" 107
VAN 9' - 0" 18' - 6" 2
LEVEL 5 117
Grand total 599
PARKING RATIO:
PARKING COUNT -599
REPLACEMENT SPACES -46
COMMERCIAL SPACES -47
RESIDENTIAL PARKING COUNT -506
UNIT COUNT -374
PARKING PER UNIT -1.35
BICYCLE PARKING:
UNIT COUNT -374
TOTAL BICYCLE PARKING -75
LONG TERM BICYCLE PARKNG -60
SHORT TERM BICYCLE PARKING -15
DATE DESCRIPTION REV
2
A06.01
2
A06.01
C D E F G H J
4
7
6
5
1
2
1
A06.01
1
A06.01
2
A06.02
2
A06.02
3
A06.01
3
A06.01REFER TO: 1 / A02.01AREFER TO: 1 / A02.01C
SERVICE CORRIDOR
1,319 SF
MAIL ROOM
ELEVATOR 2
ELEVATOR 3
5,208 SF
LEASING/LOBBY 2,548 SF
RETAIL
8
3
B
OV XY
39 SF
MECH CLOSET
1
A06.10
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 2:10:09 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.01B
2247601
LEVEL 1 -
ENLARGED
FLOOR PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 1 - ENLARGED FLOOR PLAN - AREA B
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
TOTAL PARKING COUNT BY LEVEL
SPACE TYPE WIDTH LENGTH QUANTITY
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 159
LEVEL 2 167
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 152
LEVEL 3 160
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 147
LEVEL 4 155
ADA 8' - 6" 18' - 0" 2
C 8' - 0" 16' - 0" 6
STND 8' - 6" 18' - 6" 107
VAN 9' - 0" 18' - 6" 2
LEVEL 5 117
Grand total 599
PARKING RATIO:
PARKING COUNT -599
REPLACEMENT SPACES -46
COMMERCIAL SPACES -47
RESIDENTIAL PARKING COUNT -506
UNIT COUNT -374
PARKING PER UNIT -1.35
BICYCLE PARKING:
UNIT COUNT -374
TOTAL BICYCLE PARKING -75
LONG TERM BICYCLE PARKNG -60
SHORT TERM BICYCLE PARKING -15
DATE DESCRIPTION REV
C D E
1
A06.01
1
A06.01
A05.024
2,337 SF
RETAIL
9
10
11
13
14
16
17
8
B
OV XY
15
12
1
A06.02
1
A06.02
4
A06.02
4
A06.02
1
A06.10
RESIDENTIAL
RETAIL
MECH SHAFT ABOVE
2,722 SF
RETAIL
2,606 SF
RETAIL
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 2:10:15 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.01C
2247601
LEVEL 1 -
ENLARGED
FLOOR PLAN -
AREA C
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 1 - ENLARGED FLOOR PLAN - AREA C
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
TOTAL PARKING COUNT BY LEVEL
SPACE TYPE WIDTH LENGTH QUANTITY
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 159
LEVEL 2 167
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 152
LEVEL 3 160
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 147
LEVEL 4 155
ADA 8' - 6" 18' - 0" 2
C 8' - 0" 16' - 0" 6
STND 8' - 6" 18' - 6" 107
VAN 9' - 0" 18' - 6" 2
LEVEL 5 117
Grand total 599
PARKING RATIO:
PARKING COUNT -599
REPLACEMENT SPACES -46
COMMERCIAL SPACES -47
RESIDENTIAL PARKING COUNT -506
UNIT COUNT -374
PARKING PER UNIT -1.35
BICYCLE PARKING:
UNIT COUNT -374
TOTAL BICYCLE PARKING -75
LONG TERM BICYCLE PARKNG -60
SHORT TERM BICYCLE PARKING -15
DATE DESCRIPTION REV
UP
2
A06.01
SOUTH CEDAR STREET
STADIUM VIEW DRIVE (HILL ST.)SETBACK FOR
LIGHT RAILFUTURE BROOKLYN VI
LLAGE AVENUE EXTENSI
ON (STONEWALL ST.)C D E F G H J
K L M N P Q R STAIR 14
U
7
6
5
1
2
STAIR 3
1
A06.01
3
A06.02
2
A06.02
3
A06.01
A05.01
S
STAIR 4
2
5.7%
9
10
11
13
14
16
17
ELEVATOR 2
ELEVATOR 3
ELEVATOR 1 CIRCULATION
8
3
T
B
OV XY
15
12
1
A06.02
25' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"28' - 3"16' - 9"
421' - 0"15' - 6"24' - 0"24' - 6"24' - 6"24' - 6"30' - 1"24' - 5"24' - 0"27' - 0"25' - 0"18' - 6 1/2"14' - 6"30' - 0"15' - 0"15' - 0"30' - 0"366' - 6 1/2"50,619 SF
GARAGE
4
A06.02 11' - 0"2' - 6"23' - 4 113/128"170 SF
MECH INTAKE SHAFT
263 SF
MECH EXHAUST
SHAFT
1
A06.10
214 SF
BOH
18' - 0"4 ' - 4"10 ' - 0"3' - 4 "10 ' - 0"4' - 0"17' - 6"4 ' - 0"17' - 0"
LINE OF BUILDING
ABOVE
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 2:10:17 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.02
2247601
LEVEL 2
OVERALL
FLOOR PLAN
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/16" = 1'-0"1 LEVEL 2 OVERALL FLOOR PLAN
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
TOTAL PARKING COUNT BY LEVEL
SPACE TYPE WIDTH LENGTH QUANTITY
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 159
LEVEL 2 167
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 152
LEVEL 3 160
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 147
LEVEL 4 155
ADA 8' - 6" 18' - 0" 2
C 8' - 0" 16' - 0" 6
STND 8' - 6" 18' - 6" 107
VAN 9' - 0" 18' - 6" 2
LEVEL 5 117
Grand total 599
PARKING RATIO:
PARKING COUNT -599
REPLACEMENT SPACES -46
COMMERCIAL SPACES -47
RESIDENTIAL PARKING COUNT -506
UNIT COUNT -374
PARKING PER UNIT -1.35
BICYCLE PARKING:
UNIT COUNT -374
TOTAL BICYCLE PARKING -75
LONG TERM BICYCLE PARKNG -60
SHORT TERM BICYCLE PARKING -15
DATE DESCRIPTION REV
UP
2
A06.01
2
A06.01
K L M N P Q R
4
U
7
6
5
1
2
3
A06.02
3
A06.02
3
A06.01
S
A05.02
3
REFER TO: 1 / A02.02BELEVATOR 1
CIRCULATION
STAIR 1
8
3
T
263 SF
MECH EXHAUST
SHAFT
50,619 SF
GARAGE
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 2:10:18 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.02A
2247601
LEVEL 2 -
ENLARGED
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 2 - ENLARGED FLOOR PLAN - AREA A
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
TOTAL PARKING COUNT BY LEVEL
SPACE TYPE WIDTH LENGTH QUANTITY
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 159
LEVEL 2 167
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 152
LEVEL 3 160
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 147
LEVEL 4 155
ADA 8' - 6" 18' - 0" 2
C 8' - 0" 16' - 0" 6
STND 8' - 6" 18' - 6" 107
VAN 9' - 0" 18' - 6" 2
LEVEL 5 117
Grand total 599
PARKING RATIO:
PARKING COUNT -599
REPLACEMENT SPACES -46
COMMERCIAL SPACES -47
RESIDENTIAL PARKING COUNT -506
UNIT COUNT -374
PARKING PER UNIT -1.35
BICYCLE PARKING:
UNIT COUNT -374
TOTAL BICYCLE PARKING -75
LONG TERM BICYCLE PARKNG -60
SHORT TERM BICYCLE PARKING -15
DATE DESCRIPTION REV
2
A06.01
2
A06.01
C D E F G H J
4
7
6
5
1
2
1
A06.01
1
A06.01
2
A06.02
3
A06.01
3
A06.01
STAIR 3
REFER TO: 1 / A02.02C
ELEVATOR 2
ELEVATOR 3CIRCULATION
8
3
B
OV XY
170 SF
MECH INTAKE SHAFT
1
A06.10
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 2:10:18 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.02B
2247601
LEVEL 2 -
ENLARGED
FLOOR PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 2 - ENLARGED FLOOR PLAN - AREA B
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
TOTAL PARKING COUNT BY LEVEL
SPACE TYPE WIDTH LENGTH QUANTITY
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 159
LEVEL 2 167
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 152
LEVEL 3 160
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 147
LEVEL 4 155
ADA 8' - 6" 18' - 0" 2
C 8' - 0" 16' - 0" 6
STND 8' - 6" 18' - 6" 107
VAN 9' - 0" 18' - 6" 2
LEVEL 5 117
Grand total 599
PARKING RATIO:
PARKING COUNT -599
REPLACEMENT SPACES -46
COMMERCIAL SPACES -47
RESIDENTIAL PARKING COUNT -506
UNIT COUNT -374
PARKING PER UNIT -1.35
BICYCLE PARKING:
UNIT COUNT -374
TOTAL BICYCLE PARKING -75
LONG TERM BICYCLE PARKNG -60
SHORT TERM BICYCLE PARKING -15
DATE DESCRIPTION REV
C D
E
1
A06.01
1
A06.01
A05.024
REFER TO: 1 / A02.02B
9
10
11
13
14
16
17
8
B
OV XY
15
12
1
A06.02
1
A06.02
4
A06.02
4
A06.02
1
A06.10
WASTE
RECYCLE
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 2:10:19 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.02C
2247601
LEVEL 2 -
ENLARGED
FLOOR PLAN -
AREA C
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 2 - ENLARGED FLOOR PLAN - AREA C
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
TOTAL PARKING COUNT BY LEVEL
SPACE TYPE WIDTH LENGTH QUANTITY
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 159
LEVEL 2 167
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 152
LEVEL 3 160
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 147
LEVEL 4 155
ADA 8' - 6" 18' - 0" 2
C 8' - 0" 16' - 0" 6
STND 8' - 6" 18' - 6" 107
VAN 9' - 0" 18' - 6" 2
LEVEL 5 117
Grand total 599
PARKING RATIO:
PARKING COUNT -599
REPLACEMENT SPACES -46
COMMERCIAL SPACES -47
RESIDENTIAL PARKING COUNT -506
UNIT COUNT -374
PARKING PER UNIT -1.35
BICYCLE PARKING:
UNIT COUNT -374
TOTAL BICYCLE PARKING -75
LONG TERM BICYCLE PARKNG -60
SHORT TERM BICYCLE PARKING -15
DATE DESCRIPTION REV
DN
UP
60"
2
A06.01
SOUTH CEDAR STREET
STADIUM VIEW DRIVE (HILL ST.)SETBACK FOR
LIGHT RAILFUTURE BROOKLYN VI
LLAGE AVENUE EXTENSI
ON (STONEWALL ST.)C D E F G H J
K L M N P Q R
614 SF
ELEC ROOM
4
U
7
6
5
1
2STAIR 1STAIR 3
1
A06.01
3
A06.02
2
A06.02
3
A06.01
A05.01
S
JANSTAIR 4
UNIT AU1
2
UNIT A4
RESIDENTIAL
STORAGE
5.7%5.7%
873 SF
PUMP ROOM
862 SF
ELEC ROOM
9
10
11
13
14
16
17
ELEVATOR 3
ELEVATOR 2
ELEVATOR 1
TRASH
8
3
T
B
OV XY
15
12
UNIT AU1
1
A06.02
25' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"28' - 3"16' - 9"
421' - 0"15' - 6"24' - 0"24' - 6"24' - 6"24' - 6"30' - 1"24' - 5"24' - 0"27' - 0"25' - 0"18' - 6 1/2"14' - 6"30' - 0"15' - 0"15' - 0"30' - 0"366' - 6 1/2"UNIT A6 UNIT A6 UNIT A6
25' - 0"34' - 0"17' - 6"
125 SF
FIRE COMMAND
413 SF
PET SPA
RESIDENTIAL
STORAGE RESIDENTIAL
STORAGE
10 UNITS13 UNITS13 UNITS
UNIT A6
UNIT S2
UNIT S3
UNIT AD2
UNIT BA1UNIT BA1
4
A06.02
170 SF
MECH INTAKE SHAFT
263 SF
MECH EXHAUST
SHAFT
MECH SHAFT MECH SHAFT
MECH EXHAUST
SHAFT
1
A06.10
214 SF
BOH
UNIT B3UNIT B3
EMERGENCY PANEL
ROOM
MECH SHAFT
TELECOM
BOH
TELECOM
MECH EXHAUST
SHAFT
RAMP STARTSSLOPE RAMP 1-2% TOWARD CENTER FOR DRAIANGEUNIT A1 UNIT AD2 UNIT AD2.1
UNIT B2
UNIT B2
UNIT B2
UNIT A1
UNIT BA1
UNIT BA1
UNIT C1
UNIT A8
UNIT B2
UNIT A1
LINE OF BUILDING
ABOVE
UNIT A1
1" / 12"FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 2:10:22 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.03
2247601
LEVEL 3
OVERALL
FLOOR PLAN
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/16" = 1'-0"1 LEVEL 3 OVERALL FLOOR PLAN
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
TOTAL PARKING COUNT BY LEVEL
SPACE TYPE WIDTH LENGTH QUANTITY
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 159
LEVEL 2 167
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 152
LEVEL 3 160
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 147
LEVEL 4 155
ADA 8' - 6" 18' - 0" 2
C 8' - 0" 16' - 0" 6
STND 8' - 6" 18' - 6" 107
VAN 9' - 0" 18' - 6" 2
LEVEL 5 117
Grand total 599
PARKING RATIO:
PARKING COUNT -599
REPLACEMENT SPACES -46
COMMERCIAL SPACES -47
RESIDENTIAL PARKING COUNT -506
UNIT COUNT -374
PARKING PER UNIT -1.35
BICYCLE PARKING:
UNIT COUNT -374
TOTAL BICYCLE PARKING -75
LONG TERM BICYCLE PARKNG -60
SHORT TERM BICYCLE PARKING -15
DATE DESCRIPTION REV
UP
2
A06.01
K L M N P Q R
4
U
7
6
5
1
2
3
A06.02
3
A06.02
3
A06.01
614 SF
ELEC ROOM
STAIR 1
S
A05.02
3
REFER TO: 1 / A02.03BELEVATOR 1
TRASH
GARAGE
UNIT A4
8
3
T
UNIT A6
192 SF
TELECOM
413 SF
PET SPA
UNIT S2
UNIT S3
614 SF
ELEC ROOM
263 SF
MECH EXHAUST
SHAFT
MECH SHAFT
MECH EXHAUST
SHAFT
RAMP STARTSSLOPE RAMP 1-2% TOWARD CENTER FOR DRAIANGEUNIT A1
UNIT A1
UNIT AD2
UNIT AD2.1
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 2:10:29 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.03A
2247601
LEVEL 3 -
ENLARGED
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 3 - ENLARGED FLOOR PLAN - AREA A
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
TOTAL PARKING COUNT BY LEVEL
SPACE TYPE WIDTH LENGTH QUANTITY
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 159
LEVEL 2 167
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 152
LEVEL 3 160
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 147
LEVEL 4 155
ADA 8' - 6" 18' - 0" 2
C 8' - 0" 16' - 0" 6
STND 8' - 6" 18' - 6" 107
VAN 9' - 0" 18' - 6" 2
LEVEL 5 117
Grand total 599
PARKING RATIO:
PARKING COUNT -599
REPLACEMENT SPACES -46
COMMERCIAL SPACES -47
RESIDENTIAL PARKING COUNT -506
UNIT COUNT -374
PARKING PER UNIT -1.35
BICYCLE PARKING:
UNIT COUNT -374
TOTAL BICYCLE PARKING -75
LONG TERM BICYCLE PARKNG -60
SHORT TERM BICYCLE PARKING -15
DATE DESCRIPTION REV
2
A06.01
2
A06.01
C D E F G H J
4
7
6
5
1
2
1
A06.01
2
A06.02
2
A06.02
3
A06.01
3
A06.01
STAIR 3 REFER TO: 1 / A02.03AREFER TO: 1 / A02.03C
873 SF
PUMP ROOM
STAIR 4 JAN
ELEVATOR 3
ELEVATOR 2
RESIDENTIAL
STORAGE
GARAGE
862 SF
ELEC ROOM
8
3
B
OV XY
125 SF
FIRE COMMAND
UNIT A6
724 SF
UNIT A6
170 SF
MECH INTAKE SHAFT
MECH SHAFT
1
A06.10
UNIT B3UNIT B3
1" / 12"7' - 0"214 SF
BOH
EMERGENCY PANEL
ROOM
TELECOM
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 2:10:35 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.03B
2247601
LEVEL 3 -
ENLARGED
FLOOR PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 3 - ENLARGED FLOOR PLAN - AREA B
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
TOTAL PARKING COUNT BY LEVEL
SPACE TYPE WIDTH LENGTH QUANTITY
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 159
LEVEL 2 167
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 152
LEVEL 3 160
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 147
LEVEL 4 155
ADA 8' - 6" 18' - 0" 2
C 8' - 0" 16' - 0" 6
STND 8' - 6" 18' - 6" 107
VAN 9' - 0" 18' - 6" 2
LEVEL 5 117
Grand total 599
PARKING RATIO:
PARKING COUNT -599
REPLACEMENT SPACES -46
COMMERCIAL SPACES -47
RESIDENTIAL PARKING COUNT -506
UNIT COUNT -374
PARKING PER UNIT -1.35
BICYCLE PARKING:
UNIT COUNT -374
TOTAL BICYCLE PARKING -75
LONG TERM BICYCLE PARKNG -60
SHORT TERM BICYCLE PARKING -15
DATE DESCRIPTION REV
DN
C D
E
1
A06.01
1
A06.01
A05.024
REFER TO: 1 / A02.03B
9
10
11
13
14
16
17
669 SF
UNIT AU1
8
B
OV XY
15
12
660 SF
UNIT AU1
1
A06.02
1
A06.02
4
A06.02
4
A06.02
1
A06.10
MECH EXHAUST
SHAFT
729 SF
UNIT A6
1,001 SF
UNIT BA1
681 SF
UNIT A1
1,005 SF
UNIT BA1
680 SF
UNIT A1
1,005 SF
UNIT BA1
1,010 SF
UNIT B2
888 SF
UNIT AD2
1,073 SF
UNIT B2
1,025 SF
UNIT B2
1,139 SF
UNIT B2
MECH SHAFT
TELECOM
845 SF
UNIT A8
WASTE
RECYCLE
1,394 SF
UNIT C1
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 2:10:44 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.03C
2247601
LEVEL 3 -
ENLARGED
FLOOR PLAN -
AREA C
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 3 - ENLARGED FLOOR PLAN - AREA C
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
TOTAL PARKING COUNT BY LEVEL
SPACE TYPE WIDTH LENGTH QUANTITY
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 159
LEVEL 2 167
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 152
LEVEL 3 160
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 147
LEVEL 4 155
ADA 8' - 6" 18' - 0" 2
C 8' - 0" 16' - 0" 6
STND 8' - 6" 18' - 6" 107
VAN 9' - 0" 18' - 6" 2
LEVEL 5 117
Grand total 599
PARKING RATIO:
PARKING COUNT -599
REPLACEMENT SPACES -46
COMMERCIAL SPACES -47
RESIDENTIAL PARKING COUNT -506
UNIT COUNT -374
PARKING PER UNIT -1.35
BICYCLE PARKING:
UNIT COUNT -374
TOTAL BICYCLE PARKING -75
LONG TERM BICYCLE PARKNG -60
SHORT TERM BICYCLE PARKING -15
DATE DESCRIPTION REV
2
A06.01
SOUTH CEDAR STREET
STADIUM VIEW DRIVE (HILL ST.)SETBACK FOR
LIGHT RAILFUTURE BROOKLYN VI
LLAGE AVENUE EXTENSI
ON (STONEWALL ST.)C D E F G H J
K L M N P Q R
4
U
7
6
5
1
2STAIR 1STAIR 3
1
A06.01
3
A06.02
2
A06.02
3
A06.01
A05.01
S
49,343 SF
GARAGE
LOADING
LOADING ENTRANCEAND EXITSTAIR 4
2
UNIT A4
5.7%5.7%
8
3
T
B
1
A06.02
25' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"28' - 3"16' - 9"
421' - 0"25' - 0"18' - 6 1/2"14' - 6"30' - 0"15' - 0"15' - 0"30' - 0"UNIT A6 UNIT A6
UNIT BA1UNIT BA1
4
A06.02
158 SF
MECH INTAKE SHAFT
263 SF
MECH EXHAUST
SHAFT
MECH SHAFT
MECH EXHAUST
SHAFT
1
A06.10
JAN
723 SF
MAINTENENCE AND
ENGINEERING
180 SF
OFFICE
341 SF
MAINTENENCE
STORAGE 755 SF
GAME ROOM
163 SF
MOVIE ROOM
UNIT A1 UNIT A1 UNIT AD2 UNIT AD2.1UNIT S3UNIT A6
UNIT A6
UNIT B2
UNIT B2
UNIT AU1
UNIT AU1
UNIT B2
UNIT AD2
UNIT A8
UNIT B2
UNIT A1
UNIT BA1
UNIT A1
UNIT BA1
UNIT C1
UNIT B3UNIT B3
MECH SHAFT
ELEC ROOM
TRASH
TELECOM
MECH SHAFT
MECH EXHAUST
SHAFT
RAMP STARTSSLOPE RAMP 1-2% TOWARD CENTER FOR DRAIANGEUNIT S2
455 SF
GOLF SIMULATION
ROOM
RESIDENTIAL
STORAGE RESIDENTIAL
STORAGE
13 UNITS13 UNITS
LINE OF BUILDING
ABOVE1" / 12"FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:42:41 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.04
2247601
LEVEL 4
OVERALL
FLOOR PLAN
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/16" = 1'-0"1 LEVEL 4 OVERALL FLOOR PLAN
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
TOTAL PARKING COUNT BY LEVEL
SPACE TYPE WIDTH LENGTH QUANTITY
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 159
LEVEL 2 167
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 152
LEVEL 3 160
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 147
LEVEL 4 155
ADA 8' - 6" 18' - 0" 2
C 8' - 0" 16' - 0" 6
STND 8' - 6" 18' - 6" 107
VAN 9' - 0" 18' - 6" 2
LEVEL 5 117
Grand total 599
PARKING RATIO:
PARKING COUNT -599
REPLACEMENT SPACES -46
COMMERCIAL SPACES -47
RESIDENTIAL PARKING COUNT -506
UNIT COUNT -374
PARKING PER UNIT -1.35
BICYCLE PARKING:
UNIT COUNT -374
TOTAL BICYCLE PARKING -75
LONG TERM BICYCLE PARKNG -60
SHORT TERM BICYCLE PARKING -15
DATE DESCRIPTION REV
2
A06.01
2
A06.01
K L M N P Q R
4
U
7
6
5
1
2
3
A06.02
3
A06.02
3
A06.01
3
A06.01
STAIR 1
S
A05.02
3
REFER TO: 1 / A02.04BELEVATOR 1
TRASH
49,343 SF
GARAGE
UNIT A4
8
3
T
UNIT S3
263 SF
MECH EXHAUST
SHAFT
DUCKPIN EQUIPMENT:
9'-2" X 39'-10"
POOL TABLE: 7'-0" X 4'-0"
CLEARANCE: 17'-0" X 11'-0"755 SF
GAME ROOM
455 SF
GOLF SIMULATION
ROOM 10'-0" X 16'-0"10'-0" X 16'-0"
131 SF
TELECOM
RAMP STARTSSLOPE RAMP 1-2% TOWARD CENTER FOR DRAIANGEUNIT A6
UNIT A1
UNIT A1
UNIT AD2 UNIT AD2.1
UNIT S2
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:42:49 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.04A
2247601
LEVEL 4 -
ENLARGED
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 4 - ENLARGED FLOOR PLAN - AREA A
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
TOTAL PARKING COUNT BY LEVEL
SPACE TYPE WIDTH LENGTH QUANTITY
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 159
LEVEL 2 167
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 152
LEVEL 3 160
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 147
LEVEL 4 155
ADA 8' - 6" 18' - 0" 2
C 8' - 0" 16' - 0" 6
STND 8' - 6" 18' - 6" 107
VAN 9' - 0" 18' - 6" 2
LEVEL 5 117
Grand total 599
PARKING RATIO:
PARKING COUNT -599
REPLACEMENT SPACES -46
COMMERCIAL SPACES -47
RESIDENTIAL PARKING COUNT -506
UNIT COUNT -374
PARKING PER UNIT -1.35
BICYCLE PARKING:
UNIT COUNT -374
TOTAL BICYCLE PARKING -75
LONG TERM BICYCLE PARKNG -60
SHORT TERM BICYCLE PARKING -15
DATE DESCRIPTION REV
2
A06.01
2
A06.01
C D E F G H J
4
7
6
5
1
2
1
A06.01
1
A06.01
2
A06.02
2
A06.02
3
A06.01
3
A06.01
A05.01
REFER TO: 1 / A02.04C
STAIR 3STAIR 4
JAN
ELEVATOR 3
ELEVATOR 2
RESIDENTIAL
STORAGE
1,865 SF
LOADING
8
3
B
158 SF
MECH INTAKE SHAFT
MECH SHAFT
1
A06.10
UNIT B3UNIT B3UNIT A6
724 SF
UNIT A6
341 SF
MAINTENENCE
STORAGE1" / 12"7' - 0"FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:42:56 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.04B
2247601
LEVEL 4 -
ENLARGED
FLOOR PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 4 - ENLARGED FLOOR PLAN - AREA B
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
TOTAL PARKING COUNT BY LEVEL
SPACE TYPE WIDTH LENGTH QUANTITY
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 159
LEVEL 2 167
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 152
LEVEL 3 160
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 147
LEVEL 4 155
ADA 8' - 6" 18' - 0" 2
C 8' - 0" 16' - 0" 6
STND 8' - 6" 18' - 6" 107
VAN 9' - 0" 18' - 6" 2
LEVEL 5 117
Grand total 599
PARKING RATIO:
PARKING COUNT -599
REPLACEMENT SPACES -46
COMMERCIAL SPACES -47
RESIDENTIAL PARKING COUNT -506
UNIT COUNT -374
PARKING PER UNIT -1.35
BICYCLE PARKING:
UNIT COUNT -374
TOTAL BICYCLE PARKING -75
LONG TERM BICYCLE PARKNG -60
SHORT TERM BICYCLE PARKING -15
DATE DESCRIPTION REV
C D
1
A06.01
1
A06.01
A05.024
REFER TO: 1 / A02.04B
8
B
1
A06.02
1
A06.02
4
A06.02
4
A06.02
1
A06.10
MECH EXHAUST
SHAFT
728 SF
UNIT A6
1,010 SF
UNIT BA1
688 SF
UNIT A1
1,010 SF
UNIT BA1
688 SF
UNIT A1
1,010 SF
UNIT BA1
1,016 SF
UNIT B2
892 SF
UNIT AD2
1,077 SF
UNIT B2
664 SF
UNIT AU1
673 SF
UNIT AU1
1,028 SF
UNIT B2
1,145 SF
UNIT B2
43 SF
ELEC ROOM
849 SF
UNIT A8
WASTE
RECYCLE
1,405 SF
UNIT C1
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:43:05 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.04C
2247601
LEVEL 4 -
ENLARGED
FLOOR PLAN -
AREA C
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 4 - ENLARGED FLOOR PLAN - AREA C
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
TOTAL PARKING COUNT BY LEVEL
SPACE TYPE WIDTH LENGTH QUANTITY
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 159
LEVEL 2 167
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 152
LEVEL 3 160
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 147
LEVEL 4 155
ADA 8' - 6" 18' - 0" 2
C 8' - 0" 16' - 0" 6
STND 8' - 6" 18' - 6" 107
VAN 9' - 0" 18' - 6" 2
LEVEL 5 117
Grand total 599
PARKING RATIO:
PARKING COUNT -599
REPLACEMENT SPACES -46
COMMERCIAL SPACES -47
RESIDENTIAL PARKING COUNT -506
UNIT COUNT -374
PARKING PER UNIT -1.35
BICYCLE PARKING:
UNIT COUNT -374
TOTAL BICYCLE PARKING -75
LONG TERM BICYCLE PARKNG -60
SHORT TERM BICYCLE PARKING -15
DATE DESCRIPTION REV
SOUTH CEDAR STREET
STADIUM VIEW DRIVE (HILL ST.)SETBACK FOR
LIGHT RAILFUTURE BROOKLYN VI
LLAGE AVENUE EXTENSI
ON (STONEWALL ST.)2
A06.01
C D E F G H J
K L M N P Q R
4
U
7
6
5
1
2STAIR 1STAIR 3
1
A06.01
3
A06.02
2
A06.02
3
A06.01
A05.01
S
2
STAIR 4
5.7%
399 SF
POOL EQUIP AND
STORAGE ROOM
TRASH
8
3
T
B
1
A06.02
25' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"27' - 0"28' - 3"16' - 9"
421' - 0"25' - 0"18' - 6 1/2"14' - 6"30' - 0"15' - 0"15' - 0"30' - 0"PARKING DECK ENTRANCE AND EXITSHORT TERM
BIKE STORAGE
TELECOM
LONG TERM BIKE
STORAGE
4
A06.02
158 SF
MECH INTAKE SHAFT
MECH SHAFT
MECH EXHAUST
SHAFT
1
A06.10
JAN
26' - 6"
UNIT A4
UNIT AD2.1UNIT AD2
UNIT A1UNIT A1UNIT S3-AUNIT A6UNIT A6UNIT A6
UNIT A6
UNIT BA1-A
UNIT A1
UNIT BA1
UNIT A1
UNIT BA1-A
UNIT C1
UNIT B2
UNIT A8
UNIT AD2
UNIT B2
UNIT B2
UNIT B2
UNIT AU1
UNIT AU1
UNIT B2
MECH EXHAUST
SHAFT
UNIT B3 UNIT B3
MECH SHAFT
TELECOM
ELEC ROOMELEC ROOM
MECH SHAFT
MECH EXHAUST
SHAFT
2' - 0"4' - 9"10' - 0"2' - 0"10' - 0"2' - 10"
WOMENSMENS
UNIT S2
RAMP STARTSSLOPE RAMP 1-2% TOWARD CENTER FOR DRAIANGEBOH
18' - 6"23' - 0"18' - 6"FUTURE
TENANT
FUTURE
TENANT
15 MINUTE
PARKING
15 MINUTE
PARKING
15 MINUTE
PARKING
LINE OF BUILDING
ABOVE1" / 12"FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:43:14 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.05
2247601
LEVEL 5
OVERALL
FLOOR PLAN
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/16" = 1'-0"1 LEVEL 5 OVERALL FLOOR PLAN
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
TOTAL PARKING COUNT BY LEVEL
SPACE TYPE WIDTH LENGTH QUANTITY
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 159
LEVEL 2 167
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 152
LEVEL 3 160
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 147
LEVEL 4 155
ADA 8' - 6" 18' - 0" 2
C 8' - 0" 16' - 0" 6
STND 8' - 6" 18' - 6" 107
VAN 9' - 0" 18' - 6" 2
LEVEL 5 117
Grand total 599
PARKING RATIO:
PARKING COUNT -599
REPLACEMENT SPACES -46
COMMERCIAL SPACES -47
RESIDENTIAL PARKING COUNT -506
UNIT COUNT -374
PARKING PER UNIT -1.35
BICYCLE PARKING:
UNIT COUNT -374
TOTAL BICYCLE PARKING -75
LONG TERM BICYCLE PARKNG -60
SHORT TERM BICYCLE PARKING -15
DATE DESCRIPTION REV
2
A06.01
2
A06.01
K L M N P Q R
4
U
7
6
5
1
2
3
A06.02
3
A06.02
3
A06.01
3
A06.01
STAIR 1
S
A05.02
3
REFER TO: 1 / A02.05B8
3
T
730 SF
UNIT A6
537 SF
UNIT S3-A
753 SF
UNIT A1
743 SF
UNIT A1
849 SF
UNIT AD2
916 SF
UNIT AD2.1
994 SF
UNIT A4
617 SF
UNIT S2
STAIR 2
263 SF
MECH EXHAUST
SHAFT
131 SF
ELEC ROOM
67 SF
ELEVATOR 1
139 SF
ELEV LOBBY
37 SF
TRASH
209 SF
WOMENS
137 SF
MENS
JAN.RAMP STARTSSLOPE RAMP 1-2% TOWARD CENTER FOR DRAIANGEFLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:43:23 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.05A
2247601
LEVEL 5 -
ENLARGED
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 5 - ENLARGED FLOOR PLAN - AREA A
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
TOTAL PARKING COUNT BY LEVEL
SPACE TYPE WIDTH LENGTH QUANTITY
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 159
LEVEL 2 167
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 152
LEVEL 3 160
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 147
LEVEL 4 155
ADA 8' - 6" 18' - 0" 2
C 8' - 0" 16' - 0" 6
STND 8' - 6" 18' - 6" 107
VAN 9' - 0" 18' - 6" 2
LEVEL 5 117
Grand total 599
PARKING RATIO:
PARKING COUNT -599
REPLACEMENT SPACES -46
COMMERCIAL SPACES -47
RESIDENTIAL PARKING COUNT -506
UNIT COUNT -374
PARKING PER UNIT -1.35
BICYCLE PARKING:
UNIT COUNT -374
TOTAL BICYCLE PARKING -75
LONG TERM BICYCLE PARKNG -60
SHORT TERM BICYCLE PARKING -15
DATE DESCRIPTION REV
2
A06.01
2
A06.01
C D E F G H J
4
7
6
5
1
2
1
A06.01
1
A06.01
2
A06.02
2
A06.02
3
A06.01
3
A06.01
A05.01STAIR 3REFER TO: 1 / A02.05C
REFER TO: 1 / A02.05A
8
3
B
158 SF
MECH INTAKE SHAFT
MECH SHAFT
1
A06.10
5' - 1"10' - 1"25 % OPENINGS
ALLOWED PER NC
BUILDING CODE
SECTION 70 5.8
15 % OPENING S
ALLOWED PER NC
BUILDING CODE
SECTION 705.8
724 SF
UNIT A6
730 SF
UNIT A6
1,026 SF
UNIT B3
1,026 SF
UNIT B3
49,139 SF
GARAGE
531 SF
ELEV LOBBY
746 SF
LONG TERM BIKE
STORAGE
36 SF
TELECOM
399 SF
POOL EQUIP AND
STORAGE ROOM
137 SF
MENS
JAN.
104 SF
ELEC ROOM
724 SF
UNIT A6
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:43:30 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.05B
2247601
LEVEL 5 -
ENLARGED
FLOOR PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 5 - ENLARGED FLOOR PLAN - AREA B
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
TOTAL PARKING COUNT BY LEVEL
SPACE TYPE WIDTH LENGTH QUANTITY
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 159
LEVEL 2 167
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 152
LEVEL 3 160
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 147
LEVEL 4 155
ADA 8' - 6" 18' - 0" 2
C 8' - 0" 16' - 0" 6
STND 8' - 6" 18' - 6" 107
VAN 9' - 0" 18' - 6" 2
LEVEL 5 117
Grand total 599
PARKING RATIO:
PARKING COUNT -599
REPLACEMENT SPACES -46
COMMERCIAL SPACES -47
RESIDENTIAL PARKING COUNT -506
UNIT COUNT -374
PARKING PER UNIT -1.35
BICYCLE PARKING:
UNIT COUNT -374
TOTAL BICYCLE PARKING -75
LONG TERM BICYCLE PARKNG -60
SHORT TERM BICYCLE PARKING -15
DATE DESCRIPTION REV
C D
1
A06.01
1
A06.01
A05.024
REFER TO: 1 / A02.05A
8
B
1
A06.02
1
A06.02
4
A06.02
4
A06.02
1
A06.10
WASTE
RECYCLE
MECH EXHAUST
SHAFT
729 SF
UNIT A6
1,010 SF
UNIT BA1-A
688 SF
UNIT A1
1,010 SF
UNIT BA1
688 SF
UNIT A1
1,010 SF
UNIT BA1-A
1,016 SF
UNIT B2
892 SF
UNIT AD2
1,077 SF
UNIT B2
664 SF
UNIT AU1
672 SF
UNIT AU1
1,028 SF
UNIT B2
1,146 SF
UNIT B2
1,101 SF
UNIT B2
26 SF
MECH SHAFT
43 SF
BOH
1,404 SF
UNIT C1
849 SF
UNIT A8
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:43:39 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.05C
2247601
LEVEL 5 -
ENLARGED
FLOOR PLAN -
AREA C
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 5 - ENLARGED FLOOR PLAN - AREA C
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
TOTAL PARKING COUNT BY LEVEL
SPACE TYPE WIDTH LENGTH QUANTITY
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 159
LEVEL 2 167
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 152
LEVEL 3 160
ADA 8' - 6" 18' - 0" 3
C 8' - 0" 16' - 0" 5
STND 8' - 6" 18' - 6" 147
LEVEL 4 155
ADA 8' - 6" 18' - 0" 2
C 8' - 0" 16' - 0" 6
STND 8' - 6" 18' - 6" 107
VAN 9' - 0" 18' - 6" 2
LEVEL 5 117
Grand total 599
PARKING RATIO:
PARKING COUNT -599
REPLACEMENT SPACES -46
COMMERCIAL SPACES -47
RESIDENTIAL PARKING COUNT -506
UNIT COUNT -374
PARKING PER UNIT -1.35
BICYCLE PARKING:
UNIT COUNT -374
TOTAL BICYCLE PARKING -75
LONG TERM BICYCLE PARKNG -60
SHORT TERM BICYCLE PARKING -15
DATE DESCRIPTION REV
2
A06.01
2
A06.01
SOUTH CEDAR STREET
STADIUM VIEW DRIVE (HILL ST.)SETBACK FOR
LIGHT RAILFUTURE BROOKLYN VI
LLAGE AVENUE EXTENSI
ON (STONEWALL ST.)STAIR 3
1
A06.01
1
A06.01
3
A06.02
3
A06.02
2
A06.02
2
A06.02
3
A06.01
3
A06.01
A05.03 5
4
7
6
A05.03
2
13
A05.03
10
9
A05.01
UNIT A1
UNIT A1 UNIT A1
UNIT A1
UNIT A1 UNIT A1
UNIT A1
UNIT A1 STAIR 1UNIT B6
UNIT A1
6,417 SF
COURTYARD B
POOL
6,346 SF
COURTYARD A
748 SF
COURTYARD C
1,444 SF
AMENITY
5' - 1"8
CIRCULATION
UNIT B6
STAIR 4
UNIT A1
ELEC ROOM
UNIT A1 UNIT A1 UNIT A1
2
UNIT A4
ELEVATOR 3
ELEVATOR 2
ELEVATOR 1
TRASH
UNIT A6
1
A06.02
UNIT BA1.1UNIT BA1.1
252 SF
ELEC ROOM
10' - 1"2' - 4"8' - 8"2' - 4"13' - 0"2' - 4"6' - 8"2' - 4"8' - 8"2' - 4"9' - 8"1' - 2 97/128"
UNIT S2
UNIT A7
UNIT BA1
UNIT BA1
UNIT B1
UNIT B2
UNIT B2.1
4
A06.02
1,234 SF
FITNESS
MECH EXHAUST
SHAFT
UNIT B1
MECH SHAFT
MECH SHAFT MECH CLOSET
MECH SHAFT MECH SHAFT
MECH SHAFT
1
A06.10
10' - 0"10' - 0"10' - 0"
JAN
MECH SHAFT
ELEC ROOM
MECH SHAFT
MECH EXHAUST
SHAFT
UNIT A7
UNIT B1
UNIT A7
UNIT A5
UNIT S4
UNIT AD2.1UNIT AD2UNIT A1UNIT A1
UNIT B1
UNIT B1
UNIT B1
UNIT AD2
STAIR 2
UNIT A6 UNIT A6UNIT A5UNIT AD2
UNIT B1
UNIT S2
UNIT B6UNIT A6
UNIT B1
UNIT B2
UNIT B2
UNIT B2
UNIT AU1
UNIT AU1
UNIT B2
UNIT AD2
UNIT A8
UNIT B2
UNIT C1
UNIT BA1
UNIT A1
UNIT BA1
UNIT A1
2'-0" x 2'-6" SOFFIT DUCT FOR
COORDINATION WITH PME AND
STRUCTURAL BOTTOM OF SOFFIT
TO BE 7'-6" MIN (FINISHED)
LINE OF BUILDING
ABOVE
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:43:42 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.06
2247601
LEVEL 6
OVERALL
FLOOR PLAN
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/16" = 1'-0"1 LEVEL 6 OVERALL FLOOR PLAN
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
DATE DESCRIPTION REV
2
A06.01
2
A06.01
3
A06.02
3
A06.02
3
A06.01
3
A06.01
A05.03 5
4
7
6
STAIR 1 A05.02
3
REFER TO: 1 / A02.06B1,444 SF
AMENITY
699 SF
UNIT A1
699 SF
UNIT A1
1,052 SF
UNIT BA1.1
1,052 SF
UNIT BA1.1
699 SF
UNIT A1
699 SF
UNIT A1
699 SF
UNIT A1
699 SF
UNIT A1
709 SF
UNIT A5
635 SF
UNIT S4
947 SF
UNIT A4
11' - 6 3/4"48' - 3 1/2"11' - 6 1/4"
6,346 SF
COURTYARD A
252 SF
ELEC ROOM
STAIR 2
733 SF
UNIT A6
WB1
031
WB1
070
WB1
080
WB1
070
WB1
070
WB1
070
WB1
070
WB1
070
WB1
070
WB1
070 WB1
070
WB1
070
11' - 6 1/4"36' - 10 1/4"UNIT S2
622 SF
UNIT S2
WB1
070
WB1
070
WB1
070
24' - 6"
1,037 SF
UNIT B1WB1
070
WB1
070
1,023 SF
UNIT B2
WB1
070
1,025 SF
UNIT B2.1
WB1
070
1,036 SF
UNIT B1
1,037 SF
UNIT B1
1,037 SF
UNIT B1
1,037 SF
UNIT B1 12'
- 0"5' - 4"9' - 0"5' - 8"12' - 0"676 SF
UNIT A7
2'-0" x 2'-6" SOFFIT DUCT FOR
COORDINATION WITH PME AND
STRUCTURAL BOTTOM OF SOFFIT
TO BE 7'-6" MIN (FINISHED)
1,234 SF
FITNESS
694 SF
UNIT A1
707 SF
UNIT A1
840 SF
UNIT AD2
875 SF
UNIT AD2.1
864 SF
UNIT AD2
801 SF
UNIT A7
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:43:45 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.06A
2247601
LEVEL 6 -
ENLARGED
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 6 - ENLARGED FLOOR PLAN - AREA A
DATE DESCRIPTION REV
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
2
A06.01
2
A06.01
1
A06.01
1
A06.01
2
A06.02
2
A06.02
3
A06.01
3
A06.01
A05.03
2
13
A05.03
10
9
A05.01
142 SF
STAIR 3
8 REFER TO: 1 / A02.06AREFER TO: 1 / A02.06C
6,849 SF
CIRCULATION
67 SF
ELEVATOR 2
67 SF
ELEVATOR 3
699 SF
UNIT A1
699 SF
UNIT A1
699 SF
UNIT A1
699 SF
UNIT A1
647 SF
UNIT A5
699 SF
UNIT A1
1,131 SF
UNIT B6
42 SF
JAN
6,417 SF
COURTYARD B
600 SF
POOL
748 SF
COURTYARD C
699 SF
UNIT A1
699 SF
UNIT A1
1,131 SF
UNIT B6 142 SFSTAIR 4733 SF
UNIT A6
676 SF
UNIT A7
864 SF
UNIT AD2
1,133 SF
UNIT B6
11 SF
MECH SHAFT
1
A06.10
5' - 1"10' - 1"25 % O PENINGS
ALLOW ED PER NC
BUILDING CODE
SECTION 705.8
15 % OPENINGS
ALLOWED PER N C
BUILDING CODE
SECTION 705.8
1,037 SF
UNIT B1
1,037 SF
UNIT B1
733 SF
UNIT A6
537 SF
UNIT S2
1,037 SF
UNIT B1
ELEV LOBBY210 SF
ELEC ROOM
1,062 SF
UNIT BA1
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:43:46 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.06B
2247601
LEVEL 6 -
ENLARGED
FLOOR PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 6 - ENLARGED FLOOR PLAN - AREA B
DATE DESCRIPTION REV
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
1
A06.01
A05.024
REFER TO: 1 / A02.06B
42 SF
JAN
142 SFSTAIR 41
A06.02
1
A06.02
4
A06.02
4
A06.02
1
A06.10
WASTE
RECYCLE
?SITE TRIANG LESETBACKMECH EXHAUST
SHAFT
728 SF
UNIT A6
1,010 SF
UNIT BA1
688 SF
UNIT A1
1,010 SF
UNIT BA1
688 SF
UNIT A1
1,010 SF
UNIT BA1
1,016 SF
UNIT B2
892 SF
UNIT AD2
1,077 SF
UNIT B2
664 SF
UNIT AU1
673 SF
UNIT AU1
1,028 SF
UNIT B2
1,145 SF
UNIT B2
1,101 SF
UNIT B2
26 SF
MECH SHAFT
43 SF
ELEC ROOM
1,405 SF
UNIT C1
849 SF
UNIT A8
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:43:48 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.06C
2247601
LEVEL 6 -
ENLARGED
FLOOR PLAN -
AREA C
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 6 - ENLARGED FLOOR PLAN - AREA C
DATE DESCRIPTION REV
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
2
A06.01
SOUTH CEDAR STREET
STADIUM VIEW DRIVE (HILL ST.)SETBACK FOR
LIGHT RAILFUTURE BROOKLYN VI
LLAGE AVENUE EXTENSI
ON (STONEWALL ST.)1
A06.01
3
A06.02
2
A06.02
3
A06.01
A05.03 5
4
7
6
A05.03
2
13
A05.03
10
9
A05.01
UNIT A1
UNIT A1 UNIT A1
UNIT A1
UNIT A1 UNIT A1
UNIT A1
UNIT A1 STAIR 1STAIR 3
UNIT B6
UNIT A1
UNIT A1
UNIT A5
8
UNIT A3 UNIT A3UNIT A3
UNIT B6
STAIR 4
ELEC ROOM
UNIT S4
2
UNIT A4
CIRCULATION
1
A06.02
UNIT BA1.1 UNIT BA1.1
ELEVATOR 2
ELEVATOR 3
TELECOM
ELEVATOR 1
TRASH
UNIT A6
TRASH
ELEC ROOM
UNIT A5 UNIT A6 UNIT A6
UNIT BA1
4
A06.02
UNIT S2
UNIT B1UNIT B1
UNIT B1
UNIT B1UNIT B1
UNIT B2.1
UNIT B2
UNIT A7
MECH SHAFT TELECOM
TELECOM
MECH SHAFT MECH SHAFT
MECH SHAFT MECH SHAFT
MECH SHAFT
MECH EXHAUST
SHAFT
1
A06.10
UNIT A1
JAN
MECH SHAFT
TELECOM
UNIT B2
UNIT A8
UNIT AD2
UNIT B2
UNIT AU1
UNIT AU1
UNIT B2
UNIT B2
UNIT B2 UNIT A6
UNIT A1
UNIT BA1
UNIT BA1
UNIT A1
UNIT BA1
UNIT C1
UNIT B6
UNIT A2UNIT B1
UNIT A1
UNIT B1
UNIT A7
UNIT A1
TELECOM
UNIT A7
UNIT AD2
STAIR 2
UNIT AD2UNIT B1
UNIT AD2 UNIT AD2.1
LINE OF BUILDING
ABOVE
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:43:51 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.07
2247601
LEVELS 7
OVERALL
FLOOR PLAN
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/16" = 1'-0"1 LEVEL 7 OVERALL FLOOR PLAN
DATE DESCRIPTION REV
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
2
A06.01
2
A06.01
3
A06.02
3
A06.02
3
A06.01
3
A06.01
A05.03 5
4
7
6
STAIR 1
A05.02
3
REFER TO: 1 / A02.07BTELECOM
1,036 SF
UNIT B1
1,052 SF
UNIT BA1.1
1,052 SF
UNIT BA1.1
1,037 SF
UNIT B1
699 SF
UNIT A1
865 SF
UNIT A3
698 SF
UNIT A1
698 SF
UNIT A1
676 SF
UNIT A7
1,036 SF
UNIT B1
865 SF
UNIT A3
699 SF
UNIT A1
1,037 SF
UNIT B1
864 SF
UNIT AD2
230 SF
ELEC ROOM
1,025 SF
UNIT B2.1
1,023 SF
UNIT B2
799 SF
UNIT A7
710 SF
UNIT A5
625 SF
UNIT S4
694 SF
UNIT A1
707 SF
UNIT A1
840 SF
UNIT AD2
875 SF
UNIT AD2.1
947 SF
UNIT A4
622 SF
UNIT S2
733 SF
UNIT A6
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:43:54 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.07A
2247601
LEVELS 7 -
ENLARGED
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 7 - ENLARGED FLOOR PLAN - AREA A
DATE DESCRIPTION REV
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
2
A06.01
2
A06.01
1
A06.01
1
A06.01
2
A06.02
2
A06.02
3
A06.01
3
A06.01
A05.03
2
13
A05.03
10
9
A05.01
STAIR 3
8
REFER TO: 1 / A02.07AREFER TO: 1 / A02.07C
MECH SHAFT
TELECOM
1
A06.10
5' - 1"10' - 1"25 % OPENINGS
ALLO W ED PER N C
BU ILDING CO DE
SEC TION 705.8
15 % O PENINGS
ALLOW ED PER NC
BUILDING CODE
SECTION 705.8
1,062 SF
UNIT BA1
1,130 SF
UNIT B6
699 SF
UNIT A1
1,037 SF
UNIT B1
699 SF
UNIT A1
865 SF
UNIT A3
211 SF
ELEC ROOM
727 SF
UNIT A6
1,133 SF
UNIT B6
699 SF
UNIT A1
704 SF
UNIT A2
1,037 SF
UNIT B1
699 SF
UNIT A1
676 SF
UNIT A7
699 SF
UNIT A1
733 SF
UNIT A6
733 SF
UNIT A6
647 SF
UNIT A5
864 SF
UNIT AD2
1,131 SF
UNIT B6
699 SF
UNIT A1
1,037 SF
UNIT B1
295 SF
ELEV LOBBY
JAN
ELEVATOR 3
ELEVATOR 2
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:43:56 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.07B
2247601
LEVELS 7 -
ENLARGED
FLOOR PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 7 - ENLARGED FLOOR PLAN - AREA B
DATE DESCRIPTION REV
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
1
A06.01
1
A06.01
A05.024
REFER TO: 1 / A02.07B
1
A06.02
1
A06.02
4
A06.02
4
A06.02
MECH EXHAUST
SHAFT
1
A06.10
728 SF
UNIT A6
1,010 SF
UNIT BA1
688 SF
UNIT A1
1,010 SF
UNIT BA1
688 SF
UNIT A1
1,010 SF
UNIT BA1
1,016 SF
UNIT B2
892 SF
UNIT AD2
1,077 SF
UNIT B2
664 SF
UNIT AU1
673 SF
UNIT AU1
1,028 SF
UNIT B2
1,146 SF
UNIT B2
1,101 SF
UNIT B2
26 SF
MECH SHAFT
43 SF
TELECOM
WASTE
RECYCLE
727 SF
UNIT A6
1,405 SF
UNIT C1SETBACK
849 SF
UNIT A8
JAN
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:43:57 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.07C
2247601
LEVELS 7 -
ENLARGED
FLOOR PLAN -
AREA C
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 7 - ENLARGED FLOOR PLAN - AREA C
DATE DESCRIPTION REV
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
2
A06.01
1
A06.01
3
A06.02
2
A06.02
3
A06.01
A05.03 5
4
7
6
A05.03
2
13
A05.03
10
9
A05.01
8
2
UNIT A4
STAIR 4
ELEC ROOM
UNIT B6 UNIT A1
UNIT A1
UNIT A3
UNIT B6 UNIT A1
UNIT A1
UNIT A1 UNIT A1
UNIT A1
UNIT A3
UNIT A1 UNIT A1
UNIT A1
UNIT A3 STAIR 1ELEVATOR 1
TRASH
ELEVATOR 3
ELEVATOR 2
CIRCULATION
STAIR 3
1
A06.02
UNIT BA1.1 UNIT BA1.1
UNIT A6
UNIT A6
ELEC ROOM
UNIT BA1
UNIT BA1-A
4
A06.02
MECH SHAFT
MECH SHAFT MECH SHAFT
MECH SHAFT MECH SHAFT
MECH SHAFT
MECH EXHAUST
SHAFT
1
A06.10
JAN
MECH SHAFT
UNIT B6 UNIT S3-A
UNIT A1
UNIT A1 UNIT AD2 UNIT AD2.1 UNIT S2
UNIT B1UNIT B1
UNIT B1 UNIT B1UNIT AD2
UNIT B2.1
UNIT B2
UNIT A7
UNIT A5
UNIT S4
UNIT A7
UNIT B5
UNIT B1
UNIT A7
UNIT A6UNIT A6UNIT A5UNIT AD2
UNIT B1
UNIT A2-A
UNIT B6
UNIT B1
UNIT B1
STAIR 2
UNIT B2
UNIT B2
UNIT B2
UNIT AU1
UNIT AU1
UNIT B2
UNIT AD2
UNIT A8
UNIT B2
UNIT C1
UNIT BA1
UNIT A1
UNIT BA1
UNIT A1
UNIT BA1
UNIT A6
STAIR 5
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:44:08 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.08
2247601
LEVEL 8
OVERALL
FLOOR PLAN
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/16" = 1'-0"1 LEVEL 8 OVERALL FLOOR PLAN
DATE DESCRIPTION REV
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
2
A06.01
2
A06.01
3
A06.02
3
A06.02
3
A06.01
3
A06.01
A05.03 5
4
7
6
STAIR 1
A05.02
3
REFER TO: 1 / A02.08BREFER TO: 1 / A02.08B
1,131 SF
UNIT B6
540 SF
UNIT S3-A
694 SF
UNIT A1
707 SF
UNIT A1
840 SF
UNIT AD2
875 SF
UNIT AD2.1
947 SF
UNIT A4
622 SF
UNIT S2
1,214 SF
UNIT B5
1,036 SF
UNIT B1
1,052 SF
UNIT BA1.1
1,052 SF
UNIT BA1.1
1,037 SF
UNIT B1
1,037 SF
UNIT B1
699 SF
UNIT A1
865 SF
UNIT A3
699 SF
UNIT A1
865 SF
UNIT A3
625 SF
UNIT S4
709 SF
UNIT A5
801 SF
UNIT A7
1,023 SF
UNIT B2
1,025 SF
UNIT B2.1
1,036 SF
UNIT B1
698 SF
UNIT A1
676 SF
UNIT A7
698 SF
UNIT A1
1,037 SF
UNIT B1
252 SF
ELEC ROOM
864 SF
UNIT AD2
733 SF
UNIT A6
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:44:17 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.08A
2247601
LEVEL 8 -
ENLARGED
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 8 - ENLARGED BUILDING PLAN - AREA A
DATE DESCRIPTION REV
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
2
A06.01
2
A06.01
1
A06.01
1
A06.01
2
A06.02
2
A06.02
3
A06.01
3
A06.01
A05.03
2
13
A05.03
10
9
A05.01
STAIR 3
8
REFER TO: 1 / A02.08C
MECH SHAFT
1
A06.10
5' - 1"10' - 1"15 % OPENINGS
ALLOWED PER NC
BUILDING CODE
S ECTION 705.8
25 % OPENINGS
ALLOWED PER NC
BUILDING CODE
S ECTION 705.8
1,061 SF
UNIT BA1-A
1,131 SF
UNIT B6
211 SF
ELEC ROOM
699 SF
UNIT A1
1,037 SF
UNIT B1
699 SF
UNIT A1
865 SF
UNIT A3
1,131 SF
UNIT B6
699 SF
UNIT A1
1,037 SF
UNIT B1
864 SF
UNIT AD2
647 SF
UNIT A5
733 SF
UNIT A6
733 SF
UNIT A6
677 SF
UNIT A7
699 SF
UNIT A1
699 SF
UNIT A1
1,036 SF
UNIT B1
699 SF
UNIT A1
710 SF
UNIT A2-A
1,133 SF
UNIT B6
727 SF
UNIT A6
295 SF
ELEV LOBBY
ELEVATOR 3
ELEVATOR 2
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:44:25 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.08B
2247601
LEVEL 8 -
ENLARGED
FLOOR PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 8 - ENLARGED BUILDING PLAN - AREA B
DATE DESCRIPTION REV
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
1
A06.01
1
A06.01
A05.024
REFER TO: 1 / A02.08B
1
A06.02
1
A06.02
4
A06.02
4
A06.02
1
A06.10
WASTE
RECYCLE
MECH EXHAUST
SHAFT
728 SF
UNIT A6
1,010 SF
UNIT BA1
688 SF
UNIT A1
1,010 SF
UNIT BA1
688 SF
UNIT A1
1,010 SF
UNIT BA1
1,016 SF
UNIT B2
892 SF
UNIT AD2
1,077 SF
UNIT B2
664 SF
UNIT AU1
673 SF
UNIT AU1
1,028 SF
UNIT B2
1,146 SF
UNIT B2
1,101 SF
UNIT B2
26 SF
MECH SHAFT
1,405 SF
UNIT C1
849 SF
UNIT A8
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:44:33 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.08C
2247601
LEVEL 8 -
ENLARGED
FLOOR PLAN -
AREA C
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 8 - ENLARGED BUILDING PLAN - AREA C
DATE DESCRIPTION REV
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
2
A06.01
1
A06.01
3
A06.02
2
A06.02
3
A06.01
SOUTH CEDAR STREET
STADIUM VIEW DRIVE (HILL ST.)SETBACK FOR
LIGHT RAILFUTURE BROOKLYN VI
LLAGE AVENUE EXTENSI
ON (STONEWALL ST.)A05.03 5
4
7
6
A05.03
2
13
A05.03
10
9
A05.01
8
STAIR 3
UNIT A1
UNIT A1 UNIT A1
UNIT A1
UNIT A1 UNIT A1
UNIT A1
UNIT A1 STAIR 1UNIT A1
UNIT B6
STAIR 4
ELEC ROOM
UNIT S4
UNIT A3
UNIT A3 UNIT A3
UNIT A5
2
UNIT A4
ELEVATOR 1
ELEVATOR 2
ELEVATOR 1
TRASH
1
A06.02
UNIT BA1.1 UNIT BA1.1
UNIT A6
ELEC ROOM
4
A06.02
MECH SHAFT
TELECOM
MECH SHAFT MECH SHAFT
MECH SHAFT MECH SHAFT
MECH SHAFT
1
A06.10
JAN
UNIT A2
UNIT B6 UNIT B6
UNIT B5
TELECOM
UNIT S3 ? ? UNIT A1 UNIT AD2 UNIT AD2.1 UNIT S2
UNIT A7
UNIT B2
UNIT B2.1
UNIT A7
UNIT B1UNIT B1
UNIT B1 UNIT B1
UNIT B1
UNIT AD2
STAIR 2
UNIT A7
UNIT B1
UNIT AD2 UNIT A5 UNIT A6 UNIT A6
UNIT B1UNIT A1UNIT B6
UNIT BA1
TELECOM
TELECOM
LINE OF BUILDING
ABOVE
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:44:42 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.09
2247601
LEVEL 9
OVERALL
FLOOR PLAN
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/16" = 1'-0"1 LEVEL 9 OVERALL FLOOR PLAN
DATE DESCRIPTION REV
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
2
A06.01
2
A06.01
3
A06.02
3
A06.02
3
A06.01
3
A06.01
A05.03 5
4
7
6
STAIR 1
A05.02
3
REFER TO: 1 / A02.09BTELECOM
1,131 SF
UNIT B6
539 SF
UNIT S3
694 SF
UNIT A1
707 SF
UNIT A1
840 SF
UNIT AD2
875 SF
UNIT AD2.1
947 SF
UNIT A4
622 SF
UNIT S2
1,214 SF
UNIT B5
1,036 SF
UNIT B1
1,052 SF
UNIT BA1.1
1,052 SF
UNIT BA1.1
1,037 SF
UNIT B1
1,037 SF
UNIT B1
699 SF
UNIT A1
865 SF
UNIT A3
699 SF
UNIT A1
865 SF
UNIT A3
625 SF
UNIT S4
709 SF
UNIT A5
801 SF
UNIT A7
1,023 SF
UNIT B2
1,025 SF
UNIT B2.1
1,036 SF
UNIT B1
698 SF
UNIT A1
676 SF
UNIT A7
698 SF
UNIT A1
1,037 SF
UNIT B1
229 SF
ELEC ROOM
862 SF
UNIT AD2
733 SF
UNIT A6
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:44:51 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.09A
2247601
LEVEL 9 -
ENLARGED
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 9 - ENLARGED FLOOR PLAN - AREA A
DATE DESCRIPTION REV
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
2
A06.01
2
A06.01
1
A06.01
1
A06.01
2
A06.02
2
A06.02
3
A06.01
3
A06.01
A05.03
2
13
A05.03
10
9
A05.01
STAIR 3
8
MECH SHAFT
TELECOM
1
A06.10
5' - 1"10' - 1"15 % OPENINGS
ALLO W ED PER N C
BU ILDING CO DE
SEC TION 705.8
25 % OPENINGS
ALLOWED PER NC
BUILDING CODE
SECTION 705.8
1,061 SF
UNIT BA1
1,131 SF
UNIT B6
211 SF
ELEC ROOM
699 SF
UNIT A1
1,037 SF
UNIT B1
699 SF
UNIT A1
865 SF
UNIT A3
1,131 SF
UNIT B6
699 SF
UNIT A1
1,037 SF
UNIT B1
864 SF
UNIT AD2
647 SF
UNIT A5
733 SF
UNIT A6
733 SF
UNIT A6
677 SF
UNIT A7
699 SF
UNIT A1
699 SF
UNIT A1
1,036 SF
UNIT B1
699 SF
UNIT A1
704 SF
UNIT A2
1,133 SF
UNIT B6
733 SF
UNIT A6
305 SF
ELEV LOBBY
ELEVATOR 1
ELEVATOR 2
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:44:58 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.09B
2247601
LEVEL 9 -
ENLARGED
FLOOR PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 9 - ENLARGED FLOOR PLAN - AREA B
DATE DESCRIPTION REV
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
2
A06.01
1
A06.01
3
A06.02
2
A06.02
3
A06.01
SETBACK FOR
LIGHT RAIL
A05.03 5
4
7
6
A05.03
2
13
A05.03
10
9
A05.01
8
STAIR 3
STAIR 4
STAIR 3
UNIT A1 UNIT A1
UNIT A1
UNIT A1 UNIT A1
UNIT A1
UNIT A1 STAIR 1UNIT B6
UNIT A1
UNIT B6
STAIR 4
UNIT A1
ELEC ROOM
UNIT S4
UNIT A3
UNIT A3
UNIT A5
2
ELEVATOR 3
ELEVATOR 2
ELEVATOR 1
TRASH
CIRCULATION
UNIT BA1.1 UNIT BA1.1
UNIT A6
ELEC ROOM
UNIT A5 UNIT A6 UNIT A6
UNIT A2
MECH SHAFT
MECH SHAFT MECH SHAFT
MECH SHAFT MECH SHAFT
MECH SHAFT
1
A06.10
UNIT B6
UNIT B1
UNIT B1
UNIT AD2
UNIT B1
UNIT AD2
UNIT B1
UNIT A7
UNIT A7 UNIT B1
JAN
UNIT S3 UNIT A1 UNIT A1
UNIT B6 UNIT S2
UNIT B2
UNIT B2.1
UNIT B1
UNIT B1UNIT B1
UNIT B5
UNIT AD2.1UNIT AD2
UNIT A7
STAIR 2
UNIT BA1-A
UNIT A4
LINE OF BUILDING
ABOVE
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:45:07 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.10
2247601
LEVEL 10 -
OVERALL
FLOOR PLAN
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/16" = 1'-0"1 LEVEL 10 OVERALL FLOOR PLAN
DATE DESCRIPTION REV
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
2
A06.01
2
A06.01
3
A06.02
3
A06.02
3
A06.01
3
A06.01
A05.03 5
4
7
6
STAIR 1
A05.02
3
REFER TO: 1 / A02.10B733 SF
UNIT A6
24' - 7 11/16"1,131 SF
UNIT B6
539 SF
UNIT S3
694 SF
UNIT A1
707 SF
UNIT A1
840 SF
UNIT AD2
875 SF
UNIT AD2.1
947 SF
UNIT A4
622 SF
UNIT S2
1,214 SF
UNIT B5
1,036 SF
UNIT B1
1,052 SF
UNIT BA1.1
1,052 SF
UNIT BA1.1
1,037 SF
UNIT B1
1,037 SF
UNIT B1
699 SF
UNIT A1
865 SF
UNIT A3
699 SF
UNIT A1
865 SF
UNIT A3
623 SF
UNIT S4
709 SF
UNIT A5
801 SF
UNIT A7
1,023 SF
UNIT B2
1,025 SF
UNIT B2.1
1,036 SF
UNIT B1
698 SF
UNIT A1
676 SF
UNIT A7
698 SF
UNIT A1
1,037 SF
UNIT B1
252 SF
ELEC ROOM
862 SF
UNIT AD2
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:45:15 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.10A
2247601
LEVEL 10 -
ENLARGED
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 10 - ENLARGED FLOOR PLAN - AREA A
DATE DESCRIPTION REV
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
2
A06.01
2
A06.01
1
A06.01
1
A06.01
2
A06.02
2
A06.02
3
A06.01
3
A06.01
A05.03
2
13
A05.03
10
9
A05.01142 SFSTAIR 38 REFER TO: 1 / A02.10A11 SF
MECH SHAFT
1
A06.10
1,061 SF
UNIT BA1-A
1,131 SF
UNIT B6
699 SF
UNIT A1
1,037 SF
UNIT B1
JAN
733 SF
UNIT A6
699 SF
UNIT A1
865 SF
UNIT A3
1,131 SF
UNIT B6
699 SF
UNIT A1
1,037 SF
UNIT B1
863 SF
UNIT AD2
647 SF
UNIT A5
733 SF
UNIT A6
733 SF
UNIT A6
699 SF
UNIT A1
677 SF
UNIT A7
699 SF
UNIT A1
11 SF
MECH SHAFT
1,036 SF
UNIT B1
699 SF
UNIT A1
704 SF
UNIT A2
1,133 SF
UNIT B6ELEVATOR 3
ELEVATOR 2STAIR 4211 SF
ELEC ROOM
PROPERTY LINE5' - 1"10' - 1"15 % OPENINGS
ALLOWE D PER NC
BUILDING CODE
SECTION 705.8
25 % OPENINGS
ALLOWED PER N C
BUILDING CODE
SECTION 705.8
FLOOR PLAN NOTES
1. ALL DIMENSIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE
NOTED.
2. REFER TO SHEET A00.70 THRU A00.74 FOR PARTITION DETAILS.
3. REFER TO STRUCTURAL DRAWINGS FOR ALL EXTERIOR
LOADBEARING WALLS. EXTERIOR LOADBEARING WALLS ARE TO BE
CONSTRUCTED PER UL# U349 AND NON-LOADBEARING WALLS UL#
U356
4. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
5. ALL CORRIDOR WALL ARE 1-HR RATED PER UL# U305
6. SEE UNIT PLANS (A4 SERIES) AND ENLARGED CORE PLANS (A3
SERIES) FOR ADDITIONAL WALL OR DOOR TAGS.
7. ALL TENANT SEPARATION WALL ARE 1-HR RATED PER UL# U341.
8. REFER TO SP-05 FOR ADDRESSING PLAN
9. PIPE SAFETY GUARDS -PROVIDE GUARDS AROUND EVERY
VERTICAL PIPE (STORM, SANITARY, ETC.) IN THE PARKING GARAGE
TO PROTECT THE PIPES FROM DAMAGE.
UNIT TYPE LEGEND
BASE
UNIT
UNIT
VARIATION
TYPE A
UNIT
SPRAY-APPLIED INSULATION UNDER PODIUM SLAB -R-10 Cl
TYPE III-A (WOOD STUD) CONSTRUCTION = B1
TYPE I-A (METAL STUD) CONSTRUCTION = B1M
B1.1
B1.1M
B1-A
B1-AM
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:45:23 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.10B
2247601
LEVEL 10 -
ENLARGED
FLOOR PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 LEVEL 10 - ENLARGED FLOOR PLAN - AREA B
DATE DESCRIPTION REV
UNIT MIX SUMMARY (ROOMS)
UNIT NAME UNIT TYPE
AVERAGE
UNIT AREA COUNT TOTAL SF % of UNITS
UNIT A1 1 BR / 1 BA 701 SF 81 56,755.68 SF 21.66%
UNIT A2 1 BR / 1 BA 704 SF 3 2,113.04 SF 0.80%
UNIT A2-A 1 BR / 1 BA 710 SF 1 710.39 SF 0.27%
UNIT A3 1 BR / 1 BA 865 SF 12 10,381.81 SF 3.21%
UNIT A4 1 BR / 1 BA 965 SF 8 7,718.90 SF 2.14%
UNIT A5 1 BR / 1 BA 678 SF 10 6,780.54 SF 2.67%
UNIT A6 1 BR / 1 BA 730 SF 30 21,900.57 SF 8.02%
UNIT A7 1 BR / 1 BA 718 SF 15 10,763.03 SF 4.01%
UNIT AU1 1 BR / 1 BA 668 SF 12 8,013.56 SF 3.21%
1 BR / 1 BA: 172 172 125,137.52 SF 45.99%
UNIT AD2 1 BR / 1 BA / D 864 SF 24 20,727.18 SF 6.42%
UNIT AD2.1 1 BR / 1 BA / D 890 SF 8 7,122.61 SF 2.14%
1 BR / 1 BA / D: 32 32 27,849.79 SF 8.56%
UNIT A8 2 BR / 2 BA 849 SF 6 5,091.49 SF 1.60%
UNIT B1 2 BR / 2 BA 1,036 SF 40 41,458.11 SF 10.70%
UNIT B2 2 BR / 2 BA 1,064 SF 33 35,100.01 SF 8.82%
UNIT B2.1 2 BR / 2 BA 1,025 SF 5 5,124.92 SF 1.34%
UNIT B3 2 BR / 2 BA 1,026 SF 6 6,156.54 SF 1.60%
UNIT B5 2 BR / 2 BA 1,214 SF 3 3,643.02 SF 0.80%
UNIT B6 2 BR / 2 BA 1,132 SF 18 20,368.27 SF 4.81%
UNIT BA1 2 BR / 2 BA 1,017 SF 19 19,327.57 SF 5.08%
UNIT BA1-A 2 BR / 2 BA 1,036 SF 4 4,143.12 SF 1.07%
UNIT BA1.1 2 BR / 2 BA 1,052 SF 10 10,517.18 SF 2.67%
UNIT C1 2 BR / 2 BA 1,403 SF 6 8,418.53 SF 1.60%
2 BR / 2 BA: 150 150 159,348.76 SF 40.11%
UNIT S2 STUDIO 611 SF 9 5,498.66 SF 2.41%
UNIT S3 STUDIO 538 SF 4 2,150.82 SF 1.07%
UNIT S3-A STUDIO 539 SF 2 1,077.49 SF 0.53%
UNIT S4 STUDIO 627 SF 5 3,133.17 SF 1.34%
STUDIO: 20 20 11,860.13 SF 5.35%
Grand total 374 324,196.20 SF 100.00%
AVERAGE NET AREA PER UNIT (ROOMS)
AVERAGE UNIT NET
AREA COUNT TOTAL SF % of UNITS
866.83 SF 374 324,196.20 SF 100.00%
2
A06.01
1
A06.01
3
A06.02
2
A06.02
3
A06.01
A05.03 5
4
7
6
A05.03
2
13
A05.03
10
9
A05.01
8
2
A02.11A
1
A02.11B
1
A02.11C
2
1
A06.10
PROPERTY LINE
PROPERTY LINE
SETBACKPOWER LINEEASEMENT1 2 1 /2 5 6 "
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:45:28 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.11
2247601
OVERALL
ROOF PLAN
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/16" = 1'-0"1 OVERALL ROOF PLAN
DATE DESCRIPTION REV
2
A06.01
2
A06.01
3
A06.02
3
A06.02
3
A06.01
3
A06.01
A05.03 5
4
7
6
A05.02
3
REFER TO: 1 / A02.11BC dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:45:31 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.11A
2247601
ENLARGED
ROOF PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 HIGH ROOF - ENLARGED ROOF PLAN - AREA A
DATE DESCRIPTION REV
2
A06.01
2
A06.01
1
A06.01
1
A06.01
2
A06.02
2
A06.02
3
A06.01
3
A06.01
A05.03
2
13
A05.03
10
9
A05.01
8 REFER TO: 1 / A02.11A1
A06.10
PROPERTY LINE
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:45:34 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.11B
2247601
ENLARGED
ROOF PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"1 HIGH ROOF - ENLARGED ROOF PLAN - AREA B
DATE DESCRIPTION REV
1
A06.01
1
A06.01
A05.024
1
A06.02
1
A06.02
4
A06.02
4
A06.02
1
A06.10
B A
CBUILDING 2BUILDING 1 BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 1:45:37 PM C:\Users\AGladden\Documents\Revit\2247601_MCRT_Foundry_Option 5_agladdenF5NHC.rvtA02.11C
2247601
ENLARGED
ROOF PLAN -
AREA C
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/8" = 1'-0"2 LOW ROOF - ENLARGED ROOF PLAN - AREA C
DATE DESCRIPTION REV
UP
UP
LEVEL 1
F.F.E. = 665' -0"
LEVEL 2
F.F.E. = 674' -3"
LEVEL 3
F.F.E. = 683' -6"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
7
A03.01
9' - 3"9' - 3"9' - 3"9' - 3"11' - 6"10' - 8"10' - 8"10' - 8"10' - 8"10' - 8"LEVEL 1
F.F.E. = 665' -0"
LEVEL 2
F.F.E. = 674' -3"
LEVEL 3
F.F.E. = 683' -6"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
6
A03.01
7
A03.01
6
A03.01
STAIR 1
7
6
7
A03.01
6
A03.01
STAIR 1
7
6
7
A03.01
6
A03.01
7
6
7
A03.01
6
A03.01
7
A03.01
6
A03.01
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:49:41 AM C:\Users\lward\Documents\Revit\2247601_MCRT_Foundry_Option 5_laura_ward.rvtA03.01
2247601
STAIR 1
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/4" = 1'-0"6 STAIR 01 - SECTION 1
1/4" = 1'-0"7 STAIR 01 - SECTION 2
1/4" = 1'-0"5 STAIR 01 - LEVEL 10
1/4" = 1'-0"3 STAIR 01 - LEVELS 3-5
1/4" = 1'-0"1 STAIR 01 - LEVEL 1
1/4" = 1'-0"2 STAIR 01 - LEVEL 2 (LEVEL OF DISCHARGE)
1/4" = 1'-0"4 STAIR 01 - LEVELS 6-9
DATE DESCRIPTION REV
1 5
A03.02
6
A03.02
5
A03.02
6
A03.02
5
A03.02
6
A03.02
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
6
A03.02
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
5
A03.02
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:49:45 AM C:\Users\lward\Documents\Revit\2247601_MCRT_Foundry_Option 5_laura_ward.rvtA03.02
2247601
STAIR 2
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/4" = 1'-0"1 STAIR 4 - LEVELS 5-6
1/4" = 1'-0"2 STAIR 4 - LEVELS 7-9
1/4" = 1'-0"3 STAIR 4 - LEVEL 10
DATE DESCRIPTION REV
1/4" = 1'-0"5 STAIR 02 - SECTION 1
1/4" = 1'-0"6 STAIR 02 - SECTION 2
6
A03.03
7
A03.03
STAIR 3
B
LEVEL 2
F.F.E. = 674' -3"
LEVEL 3
F.F.E. = 683' -6"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
7
A03.03
LEVEL 2
F.F.E. = 674' -3"
LEVEL 3
F.F.E. = 683' -6"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
6
A03.03
6
A03.03
7
A03.03
B
6
A03.03
7
A03.03
6
A03.03
7
A03.03
B
6
A03.03
7
A03.03
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:49:50 AM C:\Users\lward\Documents\Revit\2247601_MCRT_Foundry_Option 5_laura_ward.rvtA03.03
2247601
STAIR 3
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/4" = 1'-0"3 STAIR 3 - LEVEL 5
1/4" = 1'-0"6 STAIR 3 - SECTION 1
1/4" = 1'-0"7 STAIR 3 - SECTION 2
1/4" = 1'-0"2 STAIR 3 - LEVEL 4 (LEVEL OF DISCHARGE)
1/4" = 1'-0"5 STAIR 3 - LEVEL 10
1/4" = 1'-0"1 STAIR 3 - LEVELS 2-3
1/4" = 1'-0"4 STAIR 3 - LEVELS 6-9
DATE DESCRIPTION REV
C
5
A03.04
6
A03.04
8
C
5
A03.04
6
A03.04
8
V
5
A03.04
6
A03.04
LEVEL 1
F.F.E. = 665' -0"
LEVEL 2
F.F.E. = 674' -3"
LEVEL 3
F.F.E. = 683' -6"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
6
A03.04
10' - 8"10' - 8"10' - 8"10' - 8"11' - 6"9' - 3"9' - 3"9' - 3"9' - 3"LEVEL 1
F.F.E. = 665' -0"
LEVEL 2
F.F.E. = 674' -3"
LEVEL 3
F.F.E. = 683' -6"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
LOW ROOF
F.F.E. = 745' -6"
5
A03.04
C
5
A03.04
6
A03.04
8
V
C
5
A03.04
6
A03.04
8
5
A03.04
6
A03.04
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:49:55 AM C:\Users\lward\Documents\Revit\2247601_MCRT_Foundry_Option 5_laura_ward.rvtA03.04
2247601
STAIR 4
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/4" = 1'-0"3 STAIR 04 - LEVEL 5
1/4" = 1'-0"2 STAIR 04 - LEVEL 3
1/4" = 1'-0"4 STAIR 04 - LEVEL 10
1/4" = 1'-0"5 STAIR 04 - SECTION 1
1/4" = 1'-0"6 STAIR 04 - SECTION 2
1/4" = 1'-0"1 STAIR 04 - LEVEL 1
1/4" = 1'-0"7 STAIR 04 - LEVEL 4
1/4" = 1'-0"8 STAIR 04 - LEVELS 6-9
DATE DESCRIPTION REV
5
A03.05
4
A03.05
LEVEL 1
F.F.E. = 665' -0"
LEVEL 2
F.F.E. = 674' -3"
LEVEL 3
F.F.E. = 683' -6"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LOW ROOF
F.F.E. = 745' -6"
5
A03.05
10' - 8"10' - 8"10' - 8"11' - 6"9' - 3"9' - 3"9' - 3"9' - 3"LEVEL 1
F.F.E. = 665' -0"
LEVEL 2
F.F.E. = 674' -3"
LEVEL 3
F.F.E. = 683' -6"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LOW ROOF
F.F.E. = 745' -6"
4
A03.05
9' - 3"9' - 3"9' - 3"9' - 3"11' - 6"10' - 8"10' - 8"10' - 8"5
A03.05
4
A03.05
14
V
5
A03.05
4
A03.05
5
A03.05
4
A03.05
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:50:00 AM C:\Users\lward\Documents\Revit\2247601_MCRT_Foundry_Option 5_laura_ward.rvtA03.05
2247601
STAIR 5
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/4" = 1'-0"2 STAIR 05 - LEVELS 3-5
1/4" = 1'-0"4 STAIR 05 - SECTION 1
1/4" = 1'-0"5 STAIR 05 - SECTION 2
1/4" = 1'-0"1 STAIR 05 - LEVEL 1 (LEVEL OF DISCHARGE)
1/4" = 1'-0"3 STAIR 05 - LEVELS 6-7
1/4" = 1'-0"6 STAIR 05 - LEVEL 8
DATE DESCRIPTION REV
CONCRETE SLAB ON GRADE
PRECAST CONCRETE TREAD
ATTACHED TO METAL STRINGER
WITH ANGLES, PROTECT DURING
CONSTRUCTION FROM DAMAGE
METAL CLOSURE PANEL
BETWEEN RISERS, PAINTED
STEEL BENT PLATE STAIR
SUPPORT, ATTACHED TO LVL
BEAM, SEE STRUCTURAL (2) 1/2" DIA. EXPANSION
BOLTS @ 5" O.C. -SEE
STRUCTURAL
STEEL STRINGER, PAINTED
3"RISER4" - 7"STEEL STRINGER,
PAINTED
14 GAUGE BENT PLATE FROM
STRINGER TO STRINGER AT ALL
RISERS TO CREATE CLOSED
RISERS AT ALL METAL STAIRS
(BOTH ENDS PAINTED)RISER7" MAX2"1"10"0' - 2 1/2"
PRECAST
CONCRETE TREAD
1 1/2"3' - 6"1 1/2"
SEE STAIR PLANS FOR VARIATIONS
4' - 0" MIN CLEAR 1 1/2"2 3/4"
1 1/2"
1 1/2"
SEE STAIR PLANS FOR VARIATIONS
4' - 0" MIN CLEAR
2' - 10"WELDED CLIP
ANGLES
TO STRINGER
STEEL STRINGERS,
PAINTED
METAL BRACKET
AT 4' -0" O.C. TYP.
MECHANICAL
FASTENERS TYP.
STAIR TREAD
1 1/2" O.D. STEEL GUARDRAIL,
PRIMED AND PAINTED
5/8" BAR PICKETS
AT 4" O.C. MAX,
PAINTED
1 1/2" O.D. STEEL BOTTOM RAIL
1 1/2" DIA. METAL HANDRAIL SECURED
TO GUARDRAIL BY BRACKET AT EACH
1 1/2" SQ. INTERMEDIATE VERTICAL
SUPPORT, TYP.2"FCA 3
STEEL GUARDRAIL POST
WELDED CLIP
ANGLES
TO STRINGER
STEEL STRINGERS,
PAINTED
STAIR TREAD
2 1/4"
CONCRETE TOPPING-
BROOM FINISH
METAL DECKING, SEE
STRUCTURAL DWGS.
METAL POUR STOP
CONTINUOUS
SEALANT
GROUT SOLID BEHIND
ALL STAIR SUPPORT
LOCATIONSSTEEL STAIR SUPPORT,
SEE STRUCTURAL DWGS.3' - 6"8' - 8 3/4"
4' - 3"2 3/4"4' - 3"
1 1/2"
3"
3/8" OC BOLT, TYP.
PRECAST TREAD
2 1/4" X 12" X 4'-0"
14 GAUGE METAL PLAN
WELDED TO STRINGERS,
PAINTED
42" HIGH GUARDRAIL,
PAINTED
MIN
11"1"
MIN
11"
1"
TREAD DEPTH
11"REJECT
ø 0' - 4"
REJECT
ø 0' - 4"
PAINT2 1/4"MIN
12"
4' - 0" MAX
EQ
4' - 0" MAX
EQ
4' - 0" MAX
EQ
4' - 0" MAX
EQ
2' - 10"WALL MOUNTED BRACKET
ATTACHMENT VARIES
WITH WALL CONSTRUCTION
1 1/2" O.D. 13 GA. TUBE
TREAD DEPTH
11"
INSIDE FACE OF
STAIR CORE WALL
2' - 10"MAX27"CANE DETECTION RAIL
MINIMUM HEAD ROOM6' - 8"CLOSED END
(SMOOTH)
12" MIN.
FIRST OR
FINAL STAIR
RISER, OR
EDGE OF
RAMP
WALL BRACKET, PROVIDE
BLOCKING
BEHIND FOR ATTACHMENT
CLOSED END
(SMOOTH)
CMU
1 1/2" STEEL TUBE
HANDRAIL,
PAINTED
BASE PLATE AT
MOUNTING
SUPPORT
MECHANICAL
FASTENERS2 1/4"1 1/2" MAX.REJECT
ø 0' - 4"
REJECT
ø 0' - 4"
METAL POUR STOP
STEEL STRINGER, PAINTED
STEEL BEAM, SEE
STRUCTURAL
DWGS.
CONCRETE TOPPING-
BROOM FINISH
METAL DECKING, SEE
STRUCTURAL DWGS.
MIN
11"
1"
MIN
11"
1"
1"2 1/2"
METAL END CAPS (TYP)
1 1/2" X 11 GA. TUBE POSTS @
QUARTER POINTS OF RAIL.
WELD TO STRINGERS WITH
1/4" WEB STIFFENERS AT
HANDRAIL POST LOCATIONS.
1 1/2" O.D. X 13 GA. TUBING
42" HIGH GUARDRAIL. 5/8" DIA STEEL
BAR PICKET. PAINTED
3 3/4"3' - 6"2' - 10"A03.06
5 TYP
PRECAST CONCRETE TREAD
ATTACHED TO METAL STRINGER
WITH ANGLES, PROTECT
DURING
CONSTRUCTION FROM DAMAGE
METAL CLOSURE PANEL
BETWEEN RISERS, PAINTED
STEEL STRINGER,
PAINTED
3"
METAL POUR STOP
STEEL BEAM, SEE
STRUCTURAL
DWGS.
CONCRETE TOPPING-
BROOM FINISH
METAL DECKING,
SEE STRUCTURAL
DWGS.
1"
MIN
11"
PRECAST TREADS, ANCHORED WITH
ANGLES TO STEEL STRINGER, PROTECT
DURING CONSTRUCTION FROM DAMAGE
STEEL STRINGER, PAINTED
METAL POUR STOP
METAL CLOSURE BETWEEN
RISERS, PAINTED
SEE STRUCTURAL DWGS.
FOR STRINGER TO STEEL
BEAM ATTACHMENT
STEEL BEAM, SEE
STRUCTURAL
DWGS.
CONCRETE
TOPPING-BROOM
FINISHMETAL DECKING,
SEE STRUCTURAL
DWGS.
1"
MIN
11"
1"
ONE-WAY
BARRIER GATEGATE WIDTH
4' - 0"TOP OF GATE32"FLOOR MOUNTED METAL POST
WELDED TO BASE ANGLE PLATE
VERTICAL METAL PICKETS
1/2" DIA. EXPANSION BOLTS @
48" O.C - SEE STRUCTURAL
BASE ANGLE PLATE
BOLTED TO THE FLOOR
FLOOR COMPONENT
BOTTOM GUARD RAIL
TOP METAL RAILING
3' - 6"0' - 9"27" MAX80" MIN.CANE DETECTION
AREA
COMPLY WITH ANSI A117.1
FIG. 307.4
WELD 2 1/4" X 1/4" ST; STRAP
"Z" BRACING TO STEEL STRINGER,
SEE STRUCTURAL
STEEL STAIR STRINGER,
SEE STRUCTURAL
PRECAST CONCRETE TREAD
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:50:04 AM C:\Users\lward\Documents\Revit\2247601_MCRT_Foundry_Option 5_laura_ward.rvtA03.06
2247601
STAIR DETAILS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1 1/2" = 1'-0"1 STAIR DETAIL AT BASE
3" = 1'-0"5 PRECAST CONCRETE TREAD DETAIL
1 1/2" = 1'-0"9 STAIR TRANSVERSE SECTION
1 1/2" = 1'-0"10 STAIR HANDRAIL AT BASE
1/2" = 1'-0"11 HANDRAIL - ELEVATION
3" = 1'-0"6 HANDRAIL DETAIL AT ADJACENT WALL - CMU
1 1/2" = 1'-0"7 STAIR HANDRAIL AT TOP
1 1/2" = 1'-0"3 STAIR LANDING DETAIL STL - BOTTOM
1 1/2" = 1'-0"4 STAIR LANDING DETAIL STL - TOP
1/2" = 1'-0"13 ONE-WAY BARRIER ELEVATION
1 1/2" = 1'-0"8 FLOOR MOUNTED RAILING DETAIL - METAL
1/4" = 1'-0"14 CANE DETECTION REQUIREMENT
3" = 1'-0"2 'Z' BRACING DETAIL
DATE DESCRIPTION REV
3' - 6"SEE STAIR PLANS FOR VARIATIONS
4' - 0" CLEAR 0' - 1 1/2"VARIES 0' - 1 1/2"
SEE STAIR PLANS FOR VARIATIONS
3' - 8" MIN. CLEAR
2' - 10"5" MIN
METAL BRACKET
AT 4' -0" O.C. TYP.
ANCHOR BOLTS AT
EACH BRACKET
1 1/2" O.D. STEEL
GUARDRAIL,
PRIMED AND PAINTED
5/8" BAR PICKETS
AT 4" O.C. MAX,
PAINTED
1 1/2" O.D. STEEL BOTTOM RAIL
1 1/2" DIA. METAL HANDRAIL SECURED
TO GUARDRAIL BY BRACKET AT EACH
1 1/2" SQ. INTERMEDIATE VERTICAL
SUPPORT, TYP.
STEEL GUARDRAIL POST
1 1/2" MIN
GROUT SOLID AT WALL
BRACKET LOCATION
PRECAST BY OTHERS
PRECAST BY OTHERS
PRECAST BY OTHERS
PAINTED
INSIDE FACE OF
STAIR CORE WALL
0' - 1 3/4"4' - 0" MAX
EQ
4' - 0" MAX
EQ
4' - 0" MAX
EQ
4' - 0" MAX
EQ
4'-0" Max
EQ
4' - 0" MAX
2' - 4"
WALL MOUNTED BRACKET
ATTACHMENT VARIES WITH WALL
WALL CONSTRUCTION
1 1/2" O.D. 13 GA. TUBE
MINIMUM HEADROOM6' - 8"MAX27"CANE DETECTION RAIL 2' - 10"PRECAST BY OTHERS.
1' - 0"
STEEL ANGLE BY STAIR
MANUFACTURER
FASTEN TO FLOOR W/
EXPANSION ANCHOR
42" HIGH GUARDRAIL,
PAINTED
ALIGN POST (CENTER
LINE) W/ STAIR NOSING
POINT
34" HIGH HANDRAIL 1 1/2"
DIAMETER, PAINTED;
RETURN HANDRAIL TO
POST
12"34"1 1/2" SQ TUBE STEEL
GUARDRAIL AND POST,
PRIMED AND PAINTED
5/8" BAR PICKETS AT 4"
O.C. MAX, PAINTED
REJECT
ø 0' - 4"
1 1/2" SQ TUBE STEEL
BOTTOM RAIL,
PRIMED AND PAINTED
PRECAST BY OTHERS.
0' - 4 1/4"
GATE
3' - 6"0' - 4 3/4"
SELF-CLOSING GATE HINGE
1 1/4" DIA. PIPE GATE FRAME
2 1/2" X 1 1/2" HOLLOW STEEL
SECTION WITH (2) 1/4"
MOUNTING PLATES ANCHORED
TO WALL. PROVIDE ADEQUATE
WOOD BLOCKING IN WALL AT
ATTACHMENT LOCATION
STAIRS
WALL
WALL
TOP VIEW
2' - 8"4' - 4".0' - 8"STAIR 4
FLOOR LINE
FRONT -1/4" CLEAR ACRYLIC FROSTED
P9S 2ND SURFACE PAINTED / EDGES
CLEAR
TACTILE ICON 1/32" PIGMENTED
ROWMARK ON 1ST SURFACE
TACTILE ICON 1/32" PIGMENTED
ROWMARK ON 1ST SURFACE
0' - 6"
NOTE:
AT THE DOOR THAT LEADS TO THE OUTSIDE, THERE
SHOULD BE ADDITIONAL RAISED AND BRAILLE
SIGNAGE INDICATING "EXIT".
STAIR LEVEL IDENTIFICATION SHALL COMPLY WITH
ICC A117.1-2009
SECTION 504.9
AT THE DOOR THAT LEADS TO THE OUTSIDE, THERE
SHOULD BE ADDITIONAL RAISED AND BRAILLE
SIGNAGE INDICATING "EXIT". STAIR LEVEL
IDENTIFICATION SHALL COMPLY WITH ICC A117.1-2009
SECTION 504.9
-1' - 6"MIN. 1/4" THICK NON TRANSLUCENT
PLASTIC SIGN PANEL
ALUMINUM PIN ATTACHMENTS TO
WALL,
HOLD SIGN OFF WALL 1/2"
2" UPPER CASE STAIR DESIGNATION LETTERING
1" LOWER CASE ROOF ACCESS DESIGNATION
PROVIDE TACTILE LETTERING FOR
EACH DESIGNATION
5" UPPERCASE FLOOR LEVEL DESIGNATION
(LOCATE NUMBER IN CENTER OF SIGN)
2" LOWER CASE LETTERING
1" LOWER CASE LETTERING FOR
EXIT LEVEL DESIGNATION
1" UPPER CASE FLOOR CONNECTION
DESIGNATION
NOTE:
1. ALL LETTERING TO BE RAISED FROM PANEL 1/4"
AND BE OF A CONTRASTING COLOR.
2. CHARACTERS AND THEIR BACKGROUND SHALL
HAVE A NON-GLARE FINISH.
3. CHARACTERS SHALL CONTRAST WITH THEIR
BACKGROUND, WITH EITHER LIGHT CHARACTERS ON
A DARK BACKGROUND OR DARK CHARACTERS ON A
LIGHT BACKGROUND.
4. SIGNAGE SHALL STATE THE STORY OF, AND THE
DIRECTION TO, THE EXIT DISCHARGE.
FLOOR LANDING LINE5"1 3/4"3/4"7 1/4"3/4"2 1/2"3' -8"1' - 2"
NO STORAGE
ALLOWED IN
THIS ROOM
1' - 0"0' - 6"MOUNT SIGN 60"
A.F.F. 60"C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:50:08 AM C:\Users\lward\Documents\Revit\2247601_MCRT_Foundry_Option 5_laura_ward.rvtA03.07
2247601
STAIR DETAILS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1 1/2" = 1'-0"1 STAIR TRANSVERSE SECTION AT STEEL (PRECAST)
1/2" = 1'-0"2 HANDRAIL - ELEVATION (PRECAST)
1 1/2" = 1'-0"3 STAIR HANDRAIL AT BASE (PRECAST)
1" = 1'-0"4 SINGLE SWING GATE DETAIL
6" = 1'-0"7 EXTERIOR STAIR SIGNAGE
1 1/2" = 1'-0"5 TACTILE EXIT SIGN
3" = 1'-0"6 STAIR SIGNAGE DETAIL
DATE DESCRIPTION REV
A03.08
1
TYP.8 1/8"9 7/8"
1-1/4" PIPE HANDRAIL
1 ' - 0 5 /8 "
2 HR RATED 30"X 96" ROOF
ACCESS HATCH. CENTERED
ON TREAD DEVICE BELOW
AS REQUI
RED8' - 0"
2 HR RATED
ROOF ASSEMBLY
PROVIDE LOCKABLE GATE
MAINTAIN 2 HR CEILING ASSEMBLY,
WRAPPED INTO ACCESS HATCH
CURB ON ROOF AROUND
ACCESS HATCH
TYPICAL STAIR FLOOR / CEILING
ASSEMBLY18" CURBMETAL DECKING, SEE
STRUCTURAL DWGS.
METAL POUR STOP
STEEL STAIR SUPPORT,
SEE STRUCTURAL DWGS.
GRANULE SURFACED
MODIFIED BITUMEN BASE
FLASHING
P.T. 1X4 WOOD OR MANUFACTURED
CANT FASTENED W/ RING SHANK NAILS
APPROVED ROOFING MATERIAL
APA RATED STRUCTURAL DECK
APPROVED ROOF HATCH 1
1/2" RIGID FIBERBOARD
INSULATION
CURB WITH
INTEGRAL CAP
FLASHING
CURB FLANGE ATTACH TO
ROOF DECK PER
MANUFACTURE'S
RECOMMENDATIONS
PROVIDE HATCH
RAIL SYSTEM AND
SUPPORTS
3' - 6"18" CURBFIBERGLASS
REINFORCED POLYMER
(FRP), YELLOW, UV
RESISTANT & FIRE
RETARDANT. D = 1.19"SURFACE OR DECK42" ABOVE THE ROOFALUMINUM POST HINGE
STAINLESS STEEL TORSION ROD ALUMINUM GATE HINGE
SELF CLOSING RFP
GATE. D = 1.91"
STEEL CORNER
BRACKETS, HOT DIP
GALVANIZED
ALUMINUM POST
SUPPORTS
BASIS OF DESIGN:
BILCO BIL-GUARD TYPE NB
HATCH RAIL SYSTEM.
SINGLE LEAF ROOF
SCUTTLE
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:50:11 AM C:\Users\lward\Documents\Revit\2247601_MCRT_Foundry_Option 5_laura_ward.rvtA03.08
2247601
STAIR DETAILS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC3/4" = 1'-0"2 ALTERNATE TREAD DEVICE - SECTION DETAIL
1 1/2" = 1'-0"1 ROOF HATCH & FLASHING DETAIL
1 1/2" = 1'-0"3 HATCH RAIL SYSTEM AND SUPPORTS
DATE DESCRIPTION REV
3
A03.09
2
A03.09
3
A03.09
2
A03.09
3
A03.09
2
A03.09
LEVEL 1
F.F.E. = 665' -0"
LEVEL 2
F.F.E. = 674' -3"
LEVEL 3
F.F.E. = 683' -6"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
HIGH ROOF
F.F.E. = 766' -10"
LOW ROOF
F.F.E. = 745' -6"
AGP BLDG 2
F.F.E. = 672' -2"
AGP BLDG 1
F.F.E. = 690' -0"
3
A03.09
LEVEL 1
F.F.E. = 665' -0"
LEVEL 2
F.F.E. = 674' -3"
LEVEL 3
F.F.E. = 683' -6"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
HIGH ROOF
F.F.E. = 766' -10"
LOW ROOF
F.F.E. = 745' -6"
AGP BLDG 2
F.F.E. = 672' -2"
AGP BLDG 1
F.F.E. = 690' -0"
2
A03.09
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:50:15 AM C:\Users\lward\Documents\Revit\2247601_MCRT_Foundry_Option 5_laura_ward.rvtA03.09
2247601
ELEVATOR 1
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/4" = 1'-0"1 ELEVATOR 1 - LEVEL 5
1/4" = 1'-0"4 ELEVATOR 1 - ROOF PLAN
1/4" = 1'-0"5 ELEVATOR 1 - LEVEL 7
DATE DESCRIPTION REV
1/4" = 1'-0"2 ELEVATORS 01 SECTION 1
1/4" = 1'-0"3 ELEVATOR 01 SECTION 2
D
7
7
A03.10
6
A03.10
D
7
7
A03.10
6
A03.10
O
D
7
7
A03.10
6
A03.10
O
7
A03.10
6
A03.10
7
A03.10
6
A03.10
LEVEL 1
F.F.E. = 665' -0"
LEVEL 2
F.F.E. = 674' -3"
LEVEL 3
F.F.E. = 683' -6"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
HIGH ROOF
F.F.E. = 766' -10"
7
A03.10
10' - 8"10' - 8"10' - 8"11' - 6"9' - 3"9' - 3"9' - 3"9' - 3"5' - 0" PIT DEPTHLEVEL 1
F.F.E. = 665' -0"
LEVEL 2
F.F.E. = 674' -3"
LEVEL 3
F.F.E. = 683' -6"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
HIGH ROOF
F.F.E. = 766' -10"
6
A03.10
5' - 0"9' - 3"9' - 3"9' - 3"9' - 3"11' - 6"10' - 8"10' - 8"C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:50:20 AM C:\Users\lward\Documents\Revit\2247601_MCRT_Foundry_Option 5_laura_ward.rvtA03.10
2247601
ELEVATOR 2
AND 3
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/4" = 1'-0"3 ELEVATOR 2 AND 3 - LEVEL 5 PLAN
1/4" = 1'-0"1 ELEVATOR 2 AND 3 - LEVEL 2 PLAN
1/4" = 1'-0"2 ELEVATOR 2 AND 3 - LEVELS 3-4 PLAN
1/4" = 1'-0"5 ELEVATOR 2 AND 3 - ROOF PLAN
1/4" = 1'-0"4 ELEVATOR 2 AND 3 - LEVEL 7 PLAN
DATE DESCRIPTION REV
1/4" = 1'-0"6 ELEVATOR2 AND 3 - SECTION 1
1/4" = 1'-0"7 ELEVATOR 2 AND 3 - SECTION 2
ROOF MEMBRANE
ATTACHED TO SHEATHING
TYPICAL ROOF / CEILING ASSEMBLY
PREMANUFACTURED WOOD TRUSS
5/8" GWB. MAINTAIN 2 HR CEILING
ASSEMBLY
2 x 10 BAND BOARD AND FRAMING
WOOD ROOF DECK SHEATHING
TAPERED INSULATION TO CREATE A
1/4" PER 1'-0" SLOPE
WRAP ROOF MEMBRANE OVER
ROOF EDGE AND DOWN WALL
BOND BEAM
2 HOUR RATED CMU
ELEVATOR WALL
PRESSURE TREATED WOOD SILL
PLATES
ROOF MEMBRANE RUN
UP WALL
HEAT WELD
TERMINATION BAR -APPLY ROOF
SYSTEM WATER STOP BEHIND
MEMBRANE AND TERMINATION BAR.
SEAL TOP OF TERMINATION BAR WITH
COVE BEAD SEALANT
HEAT WELD
ROOF MEMBRANE FROM UPPER
ROOF LAP OVER TERMINATION BAR
AND HEAT WELD TO LOWER
MEMBRANE
MECHANICALLY FASTEN ROOF
MEMBRANE AS NEEDED AT EDGE
CONDITION, PER MANUF.
RECOMMENDATIONSSEE MANUF.1' - 0" MIN.FASTENERS @ 8" O.C.
MIN. OF 2" HIGH DOMED,
CAPPED & GASKETED
FASTENERS 18" O.C. PER
SIDE
ROOF MEMBRANE
WOOD CANT STRIP
2X10 P.T. WOOD
REMOVABLE SHEET METAL
COUNTER FLASHING
ROOF HOOD, SEE MECH.
TAPERED INSULATION TO
CREATE A 1/4" PER 1'-0"
SLOPE 0' - 0 5/8"0' - 2"
CMU WALL
SEALANT
5/8" TYPE 'X' GYP. BOARD
ELEVATOR SHAFT
CORRIDOR
FLOOR
DESIGNATION
BELOW CENTERED
IN FRAME WIDTH 0' - 2"CMU HEADER -SEE
STRUCTURAL FOR
REINFORCING
5/8" TYPE 'X' GYP. BD. MECHANICALLY
ATTACHED TO STUDS
7/8" FURRING CHANNEL
SEALANT
ELEVATOR DOOR FRAME
7' -0" CLEAR OPENINGELEVATOR
DOOR FRAME
HEADER TRACK
FASCIA
ELEVATOR
SHAFT
DOOR HANGER
(NON METALLIC FACED
ROLLERS
WITH THRUST
ROLLERS
CORRIDOR
TOP OF SILL SUPPORT
FINISH FLOOR
FINISH FLOOR
(LIGHTWEIGHT CONCRETE)
TYPICAL 1 HR RATED
FLOOR/CEILING
5/8" TYPE 'X' GYP BD.
8" CMU. WALL
CORRIDOR
ELEVATOR SHAFT
16" CMU LINTEL BLOCK
GROUT SOLID
TOE GUARD
SEE STRUCTURAL FOR
ANCHOR BOLTS
STEEL ANGLE FULL
WIDTH OF HOIST0' - 2 1/2"DOOR FRAME
BEYOND
ELEVATOR DOOR
FACE OF CAB
0' - 6 1/2"0' - 1 1/4"
0' - 0 1/4"
SILL BY ELEVATOR MFR
SIGHT GUARD
CONCRETE SLAB
WATERSTOP
CONCRETE ELEVATOR PIT WALL.
SEE STRUCTURAL DWGS.
CONCRETE FOOTING,
SEE STRUCTURAL
DWGS.
SUMP PIT IN CORNER OF
ELEVATOR. 1/2" X 1 1/2"
METAL GRATE OVER TOP
SET IN LIP
PROVIDE LIGHT
ABOVE LADDER
ELEVATOR
LOBBY
S
1' - 6"
LADDER TO PIT 18" WIDE W/ 3"
STRINGER CHAN. AND 3/8" STEEL
CLIP ANGLE BRACKETS AT TOP
AND BOTTOM ANCHOR BOLTS.
RUNS TO BE 3/4" @ 12" O.C.
ELEVATOR SILL ANGLE
SILL ANGLE EMBEDED PLATE
SEE STRUCTURAL DWGS.
SUMP PIT SEE MECH. FOR
LOCATION, PROVIDE
WATERPROOFING AT ALL
JOINTS IN CONCRETE
WATERSTOP 5' - 0"4' - 0"MAX0' - 11 241/256"TYP1' - 0"60 MIL, SELF ADHERING
BELOW GRADE
WATERPROOFING WITH
PROTECTION BOARD
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:50:22 AM C:\Users\lward\Documents\Revit\2247601_MCRT_Foundry_Option 5_laura_ward.rvtA03.11
2247601
TYPICAL
ELEVATOR
DETAILS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1 1/2" = 1'-0"1 ELEVATOR ROOF SECTION DETAIL - CMU
3" = 1'-0"2 ELEVATOR JAMB DETAIL - CMU
3" = 1'-0"3 ELEVATOR HEAD DETAIL - CMU
1 1/2" = 1'-0"4 SILL SUPPORT - TWO SPEED DOORS - CMU
3/4" = 1'-0"5 ELEVATOR PIT SECTION - CMU
DATE DESCRIPTION REV
48"30"
48"30"48"30"48"30"1. ALL CABINETS ARE ON 3" MODULE.
2. KITCHEN BASE CABINETS SHALL BE 24" DEEP AND WALL CABINETS SHALL BE 12" DEEP, UNLESS OTHERWISE
NOTED.
3. MAXIMUM WIDTH OF CABINET DOORS NOT TO EXCEED 24". DOOR SWING AS INDICATED ON INTERIOR
ELEVATIONS.
4. BATHROOM VANITY CABINETS SHALL BE 21" DEEP, UNLESS OTHERWISE NOTED.
5. ALL SHELVES TO HAVE HARD SURFACE EDGES.
6. FIELD VERIFY ALL DIMENSIONS.
7. DWR = DRAWERS
H = HAMPER
MC= MEDICINE CABINET
8. PROVIDE BLIND CABINET IN CORNERS OF ALL CABINETS.
9. CABINET SUB TO CONSTRUCT AND INSTALL ALL DESK COUNTERTOPS SO THAT THEY DO NOT DEFLECT UNDER
LOADS OF 75 LBS.
10. ALL DESK COUNTERTOPS TO HAVE A SLIDE-OUT COMPUTER KEYBOARD TRAY MOUNTED TO BOTTOM OF
COUNTERTOP.
11. REFER TO FINISH PACKAGES FOR CABINET, HARDWARE, COUNTERTOP FINISHES AND APPLIANCES.
12. PROVIDE SCRIBE MOLDING AND/OR FINISHED ENDS AS REQUIRED.
13. SUPPLIER TO FIELD VERIFY AREA OF WORK AFTER ROUGH FRAMING TO ASSURE FIT. THE CABINETS SHALL
MATCH PLANS (NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES.)
14. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATIONS.
1. ALL FLOOR PLAN DIMENSIONS ARE TO FACE OF STUD FRAMING UNLESS NOTED OTHERWISE.
2. ALL REFLECTED CEILING PLAN DIMENSIONS ARE TO FACE OF STUD FRAMING UNLESS NOTED OTHERWISE.
3. ALL ANGLED WALLS ARE 45 DEGREES UNLESS NOTED OTHERWISE
4. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL LOCATIONS.
5. REFERENCE BUILDING PLAN WITH ELEVATIONS TO COORDINATE WINDOW LOCATION. PARTICULAR CONDITIONS
MAY EXIST. NOTIFY ARCHITECT IN WRITING WITH QUESTIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
6. DOOR LOCATIONS NOT DIMENSIONED SHALL BE LOCATED AT MIDPOINT OF ROOM OR 4" CLEAR FROM ADJACENT
WALL CORNER, TYPICAL.
7. ALL PLUMBING WALLS SHALL BE FRAMED WITH 2X6 STUDS, REFER TO PLANS FOR LOCATIONS.
8. CONTRACTOR TO PROVIDE STENCIL LABELING ON ALL FIRE RATED WALLS (TYP. ALL WALLS)
9. ALL GYP. BD TO BE 5/8" TYPE "X". PROVIDE WATER-RESISTANT GYPSUM BOARD AT ALL WET LOCATIONS
(KITCHEN/TOILET) BACKSPLASHES, TUB SURROUNDS AND LAUNDRY WET WALLS).
10. PROVIDE 2'-8" DEEP PLATFORM IN MECHANICAL CLOSET (3/4" PLYWOOD OVER 2X6 FRAMING @ 16" O.C.) WHERE
WATER HEATER OCCURS.
11. CONTRACTOR TO VERIFY AND COORDINATE PLUMBING ROUGH-IN DIMENSIONS WITH PLUMBER.
12. FOR TYPICAL BATHTUB INSTALLATION, SEE DETAIL .
13. FRAMING CONTRACTOR SHALL PROVIDE BLOCKING FOR ALL CABINETS, CEILING FANS, AND BATH ACCESSORIES.
INCLUDE BLOCKING FOR GRAB BARS AT ALL LOCATIONS.
14. SHADED AREAS INDICATE FURR DOWN BELOW THE 1 HR. RATED FLOOR/CEILING ASSEMBLY FOR MECHANICAL
EQUIPMENT. OTHER FURR DOWN AREAS ARE INDICATED.
15. VENT DRYERS TO OUTSIDE. SEE MECHANICAL DRAWINGS.
16. MECHANICAL DUCTWORK TO BE SEPARATED FROM ELECTRICAL PANELS.
17. CONTRACTOR TO COORDINATE RECESSED LIGHTING WITH MECHANICAL DUCT LOCATIONS.
18. ALL OUTLETS @ KITCHEN SINK & BATH LAVATORY COUNTER TO BE GFCI.
19. PROVIDE (1) 5 LB ABC FIRE EXTINGUISHER @ KITCHEN CABINET RANGE, TYP.
20. SMOKE DETECTORS SHALL NOT BE PLACED IN FRONT OF EXHAUST GRILLS.
21. SMOKE DETECTORS SHALL BE CONTINUOUSLY POWERED BY BUILDING ELECTRICAL SYSTEM AND INSTALLED IN
ACCORDANCE WITH NFPA 101, 7-6.29 AND NFPA 74 W/ BATTERY BACK UP.
22. QUICK RESPONSE SPRINKLER SYSTEM TO BE PROVIDED THROUGHOUT, EXACT DESIGN AND SPECIFICATIONS TO
BE NFPA 13 SUBMITTED BY CONTRACTOR TO ARCHITECT FOR SHOP DRAWING APPROVAL
23. INSPECT, REPAIR, AND PREPARE FLOORS AS REQUIRED TO PROVIDE A SATISFACTORY SUB-FLOOR FOR FLOOR
FINISH MATERIALS. SATISFACTORY SUB-FLOOR IS DEFINED AS A SURFACE THAT IS FREE FROM CRACKS, HOLES,
RIDGES, COATINGS, OR DEFECTS THAT WOULD PREVENT ADHESIVE BOND OR IMPAIR PERFORMANCE OR
APPEARANCE OF FINISHED MATERIALS.
24. SEE FINISH SCHEDULES FOR ACTUAL FLOOR FINISH MATERIALS. FLOOR DEMARCATION LINES ON PLANS ARE
FOR REFERENCE WHEN MATERIALS ARE TO DIFFER.
25. CONTRACTOR TO COORDINATE WITH CABINET MANUFACTURER FOR EXACT LOCATIONS OF KITCHEN EQUIPMENT
AND FIXTURES. CONTRACTOR TO REVIEW PLUMBING, ELECTRICAL, AND FINISH LOCATIONS WITH CABINET
DESIGN.
26. ALL SHELVING IN CLOSETS, LAUNDRY ROOMS, AND LINEN CLOSETS TO BE VENTILATED W/ OPEN WIRE SHELVING,
PROVIDED AND MOUNTED IN ACCORDANCE WITH SHELVING PROFILES ON A3-00.
27. ALL SHELVING IN PANTRY CLOSETS TO BE "CLOSET MESH" VENTILATED WIRE SHELVING SYSTEM, PROVIDED AND
MOUNTED IN ACCORDANCE WITH SHELVING PROFILES ON A3-00
28. PROVIDE 2" FAUX WOOD BLINDS AT ALL APARTMENT FRENCH DOORS AND WINDOWS.
29. MEZZANINE WINDOWS DO NOT RECEIVE MINI BLINDS.
1. INTERIOR ELEVATIONS ARE DRAWN TO FACE OF INTERIOR FINISH, U.N.O.
2.BATHROOM ACCESSORIES ARE TO BE MOUNTED AT THE FOLLOWING HEIGHTS.
A. PROVIDE TOILET PAPER HOLDER ON WALL ADJACENT TO WATER CLOSET, TYPICAL ( 2'-0" A.F.F. TO CENTER).
B. PROVIDE 18" TOWEL BAR, TYPICAL (4'-2" A.F.F. TO CENTER)
C. PROVIDE CERAMIC TOWEL BAR OPPOSITE WET WALL AT BATHTUB, TYPICAL (4'-0" A.F.F. +/-TO CENTER)
D. PROVIDE CERAMIC SOAP DISH, CENTERED ON BATHTUB SIDEWALL, TYPICAL (2'-2" A.F.F. TO CENTER)
E. SHOWER HEAD SHALL BE MOUNTED AT 6'-6" A.F.F.
F. SHOWER CURTAIN ROD TO BE AT 6'-8" A.F.F. TO CENTER.
G. TILE TUB SURROUND SHALL EXTEND 5'-0" ABOVE RIM OF BATHTUB (6'-4" A.F.F.).
3.WALL MOUNTED LIGHT FIXTURES SHALL BE LOCATED PER ARCHITECT.
4.REFER TO ENLARGED UNIT PLANS FOR MILLWORK ELEVATIONS.
UNIT PLAN NOTES
UNIT ELEVATION NOTES
CABINET NOTES
TOILET TUB / SHOWERBATH VANITY
3' - 6" MAX.
TOWEL BAR ABOVE
TOILET AT 60" A.F.F.
OTHERWISE AT 50"
T.P. AT 24" A.F.F.7' - 6" A.F.F. TO CENTER LINE OF SHOWER ARM1' - 8"4' - 0" TO SHELF / NICHESOFFIT HEIGHT8' - 6"OF MIRROR7' - 0" TO TOP44" H. MIRROR
4" BACKSPLASH,
TYP.
INSTALL SO THAT
TOP OF
COUNTER IS AT
34" MAX. A.F.F.,
TYP.
WOOD
BASE
BASE OF DESIGN OF NICHE IS
TILE REDI MODEL RN1620S-BI
EQ 1' - 4"EQ 6"WHEN
PROVIDED
ABOVE
TOILET ON
UNIT PLANS
TUB
TP
SHOWER HEAD AND CONTROLS
TO BE CENTERED ON TUB
2' - 6"4' - 0" TO SHELFEQ EQ
EQ EQ
EQ EQ
TILE TO BE CENTERED ON
SHOWER HEAD AND CONTROLS
A.F.F. TO CENTER LINE OF CURTAIN RODMANUF.VERIFY WITHOF TOWEL BAR5' - 0" A.F.F. TO CENTERLINESOAP SHELF
ON OPPOSITE
WALL FROM
SHOWER
HEAD
TYP. UNIT DOOR CENTERED
DOOR PLACEMENT
EQ EQ
VARIES0' - 4"
VARIES
SEE UNIT PLANS
TYP. UNIT DOOR OFFSET
0' - 6"
U1
2' - 0"
CORRIDOR
UNIT
TYP. UNIT ENTRY DOOR
CABINETRY @ RANGE KITCHEN ISLAND TYPICAL2' - 3"1' - 3"4' - 6"RECEPTACLE
IN CABINET
MICROWAVE
RANGE 3' - 6"1' - 6"3' - 0"FULL TILE
BACKSPLASH 3' - 0"0' - 10"0' - 1"3' - 0"KITCHEN CABINETRY PROFILES @ TYPICAL UNITS
FULL TILE
BACKSPLASH
CABINET
LIGHT, ADD
ALTERNATE
1' - 6"TO BOTTOM OF PENDANT LIGHT FIXTURECABINETRY TAG LEGEND
VS48_4
FIRST POSITION
•B = BASE CABINET
•DB = DRAWER BANK
•FP = FILLER PANEL
•L = LINEN CLOSET
•P = PANTRY
•SB = SINK BASE CABINET
•VS = VANITY SINGLE SINK
•VD = VANITY DOUBLE SINK
•W = WALL CABINET
THIRD POSITION IF
APPLICABLE
•_ = WIDTH OF DRAWERS
•- = DEPTH
SECOND POSITION
•WIDTH
•WIDTH & HEIGHT
W3624-24
NOTE: DIMENSIONS SHOWN ARE IN INCHES TYPICAL 3' - 0"1' - 10"2' - 10"FULL TILE
BACKSPLASH
CABINET
LIGHT, ADD
ALTERNATE
KITCHEN ISLAND3' - 2"0' - 10"0' - 1"2' - 10"TO BOTTOM OF PENDANT LIGHT FIXTURE1' - 6"3' - 4"2' - 10"RECEPTACLE
IN CABINET
HOOD
RANGE
FULL TILE
BACKSPLASH
2' - 10"CABINETRY @ RANGE
KITCHEN CABINETRY PROFILES @ TYPE A UNITS
8' - 0"7' - 8"7' - 8"TYP. TOP LOAD WASHER AND FRONT LOAD DRYER
CLEAR FLOOR SPACE REQUIREMENTS @ WASHER AND DRYER
TYP. FRONT LOAD WASHER AND DRYER
EQ EQ
VARIESEQ EQ
TYP. STACK LAUNDRYVARIES VARIES / -5 SHELVES CLOSET -1R/1S CLOSET -2R/2S1' - 1"1' - 1"1' - 1"1' - 1"1' - 8"3' - 0"SHELF
6' - 0"LAUNDRY -1 SHELF5' - 0"SHELF
SHELVING PROFILES @ TYPICAL UNITS
6' - 0"B C D E A
1' - 4"
1' - 0".
CLOSET -1R/1S @ H.C. UNITS4' - 0"D
@ TYPE A UNITS
BATH VANITY @ TYPE A UNITSOF MIRROR40" MAX TO BOTTOMBATHROOM PROFILES
REFLECTING SURFACE3' - 4" TO BOTTOM OFTUB / SHOWER -TYPE B UNIT GRAB BAR LOCATIONS
CONTROL WALLBACK WALL
9"-12"24" - 27" 36" MIN.
GRAB BAR
BLOCKING
18" MIN.69" MIN.9"-12"
TUB / SHOWER -TYPE B UNIT GRAB BAR LOCATIONS
HEAD WALL8" - 10" ABOVE TUB RIM.12" MAX.24" MAX.
GRAB BAR
BLOCKING
GRAB BARS TO BE
INSTALLED IN ALL
SHOWERS AND
TUB/SHOWER
COMBINATIONS,
PER 2018 NFPA
101 (LIFE SAFETY),
SECTION 24.2.8
INSTALL VERTICAL GRAB BAR ON EITHER CONTROL WALL OR HEAD WALL. GRAB BAR IS NOT REQUIRED ON BOTH
WALLS. INSTALL ON SIDE THAT IS LEAST OBSTRUCTIVE FOR ENTRY AND EGRESS.
WHEN
PROVIDED
ABOVE
TOILET ON
UNIT PLANS
SHOWER
TP
SHOWER HEAD AND CONTROLS
TO BE CENTERED ON SHOWER
PAN
2' - 6"4' - 0" TO SHELFEQ EQ
EQ EQ
EQ EQ
TILE TO BE CENTERED ON
SHOWER HEAD AND CONTROLS
OF SHOWER ARM6' - 8" A.F.F. TO CENTER LINE OF TOWEL BAR5' - 0" A.F.F. TO CENTERLINECORNER SOAP
SHELF ON
OPPOSITE
WALL FROM
SHOWER HEAD
HEAD WALL
9"-12"36" - 39" 24" MIN.
GRAB BAR
BLOCKING
30" MIN.69" MIN.9"-12"
SHOWER -TYPE B UNIT GRAB BAR LOCATIONS
INSTALL VERTICAL GRAB BAR ON EITHER CONTROL WALL
OR HEAD WALL. GRAB BAR IS NOT REQUIRED ON BOTH
WALLS. INSTALL ON SIDE THAT IS LEAST OBSTRUCTIVE
FOR ENTRY AND EGRESS.
CONTROL WALL
SHOWER
BATHROOM PROFILES
7' - 0" TO TOP OF GLASSREFER TO UNIT PLANS CEILING HEIGHTVARIES3' - 3"6' - 8" A.F.F. TO CENTER LINE OF SHOWER ARM4' - 0" TO SHELF CORNER SOAP
SHELF ON OPPOSITE
WALL FROM
SHOWER HEAD
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 10:57:08 AMC:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA04.00
2247601
UNIT NOTES
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
48"30"48"30"48"30"48"30"48"30"48"30"48"30"48"30"48"30"48"30"48"30"48"30"3' - 6"1' - 6"3' - 0"W3024 W09 W3042 W24 W3624W09
11' - 6"
B09 B09 B30
7
5
6A21
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH
FROM WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR
AND WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A4-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A4-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
55 ADA COMBINATION WASHER/DRYER
17C 42" x 42"
17D 60" x 34"
17E 60" x 36"
W3624 W24 W3042 W09 W3024 W09
3' - 6"1' - 6"3' - 0"P1896 B09 B09B30
6A
5
21
7
13' - 0"
W3624 W09 W3024 W09 W3042 W21 W21
3' - 6"1' - 6"3' - 0"14' - 3"
B30 B18B09B09L1596
6A
7
21
5
W24 W3024 W21
3' - 0"1' - 6"3' - 6"6' - 3"
7
B12 B21
W3624 W3342W24W3042
B30 B21P1896
5
6A
21
3
11' - 9"
A04.01
4
8' - 6"3' - 0"
7 21 6A5
A04.01
2
1' - 6"3' - 0"8' - 7"
3
6A 5 21
7
A04.01
6
1' - 3"3' - 0"10' - 0"
ISLAND LOCATION VARIES -
SEE UNIT PLAN3'-6" MINIMUM3' - 6"3
6A
7 21 5
A04.01 10
9
8' - 9 1/4"3' - 0"1' - 6"
73'-6" MINIMUM3' - 6"3
6A 21
7
5
3' - 6"4' - 9"3' - 0"4' - 6"
B21 B21
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 10:57:13 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA04.01
2247601
TYPICAL
KITCHEN
ELEVATIONS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/2" = 1'-0"4 KITCHEN 02
1/2" = 1'-0"2 KITCHEN 01
1/2" = 1'-0"6 KITCHEN 03
1/2" = 1'-0"10 KITCHEN 04 - CORNER 2
1/2" = 1'-0"9 KITCHEN 04 - CORNER 1
1/2" = 1'-0"3 KITCHEN 02
1/2" = 1'-0"1 KITCHEN 01
1/2" = 1'-0"5 KITCHEN 03
1/2" = 1'-0"8 KITCHEN 04
1/2" = 1'-0"7 TYPICAL KITCHEN ISLAND
DATE DESCRIPTION REV
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH
FROM WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR
AND WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A4-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A4-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
55 ADA COMBINATION WASHER/DRYER
17C 42" x 42"
17D 60" x 34"
17E 60" x 36"
28 25
23
27
18" MIN.
VSDB45_4 TYP34"45"
9C
29
31
291318
VSDB72_3
27
23 23
28
25
6' - 0"2' - 10"VSDB72_3
2323
27
28
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 10:57:17 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA04.02
2247601
TYPICAL BATH
ELEVATIONS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/2" = 1'-0"1 BATH VANITY TYPE I - ELEVATION
1/2" = 1'-0"5 BATH - TUB/SHOWER ELEVATION
1/2" = 1'-0"2 BATH VANITY TYPE II - ELEVATION
1/2" = 1'-0"3 BATH VANITY TYPE III - ELEVATION
1/2" = 1'-0"6 BATH - SHOWER ELEVATION
1/2" = 1'-0"4 BATH VANITY - ADA
DATE DESCRIPTION REV
48"56"9'-0" x 10'-10"
BEDROOM
6'-11" x 14'-0"
KITCHEN
10'-11" x 8'-9"
LIVING
5'-5" x 8'-10"
DINING
7'-7" x 8'-3"
BATHROOM
5'-0" x 8'-3"
ENTRY48"30"48"30"48"30"48"30"48"30"48"56"5' - 6"15' - 3 183/256"1' - 4 3/16"
A04.01 4
A04.02
1
A04.02
5
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH
FROM WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR
AND WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A4-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A4-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
55 ADA COMBINATION WASHER/DRYER
17C 42" x 42"
17D 60" x 34"
17E 60" x 36"C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
NEW UNIT
11/30/2022 10:57:31 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA04.04
2247601
S2 UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/4" = 1'-0"1 UNIT S2 CONSTRUCTION PLAN
1/4" = 1'-0"2 UNIT S2 TAG PLAN
LEVEL 3, 4, & 5 LEVEL 6 & 7LEVEL 8 LEVEL 9 & 10
UNIT COUNT - S2
UNIT NAME AVERAGE UNIT AREA COUNT
UNIT S2 610.96 SF 9
9
1/4" = 1'-0"3 UNIT S2 REFLECTED CEILING PLAN
DATE DESCRIPTION REV
48"56"11'-5" x 9'-11"
BEDROOM
6'-0" x 5'-9"
ENTRY
7'-3" x 8'-1"
WIC
8'-4" x 16'-0"
KITCHEN
11'-3" x 9'-11"
LIVING
10'-10" x 6'-0"
BATHROOM48"56"UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH
FROM WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR
AND WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A4-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A4-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
55 ADA COMBINATION WASHER/DRYER
17C 42" x 42"
17D 60" x 34"
17E 60" x 36"
11' - 9"10' - 9"6"5' - 6"A04.02
3
A04.025
A04.01 2
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 10:57:44 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA04.05
2247601
S3 UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCLEVEL 3, 4, & 5 LEVEL 6 & 7LEVEL 8 LEVEL 9 & 10
1/4" = 1'-0"1 UNIT S3 CONSTRUCTION PLAN
1/4" = 1'-0"2 UNIT S3 REFLECTED CEILING PLAN
1/4" = 1'-0"4 UNIT S3 TAG PLAN
DATE DESCRIPTION REV
UNIT COUNT - S3
UNIT NAME AVERAGE UNIT AREA COUNT
UNIT S3 537.71 SF 4
4
60"66"
11'-5" x 9'-2"
BEDROOM
8'-0" x 15'-11"
KITCHEN
7'-3" x 6'-1"
WIC
8'-5" x 8'-11"
BATHROOM
5'-0" x 4'-11"
ENTRY
10'-5" x 4'-10"
BALCONY
11'-3" x 9'-0"
LIVING ROOM
60"66"
A04.02
4
A04.02 5
A04.012
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH
FROM WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR
AND WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A4-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A4-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
55 ADA COMBINATION WASHER/DRYER
17C 42" x 42"
17D 60" x 34"
17E 60" x 36"C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
NEW UNIT
11/30/2022 10:57:58 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA04.06
2247601
S3_TYPE A
UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/4" = 1'-0"1 UNIT S3 TYPE A CONSTRUCTION PLAN
1/4" = 1'-0"2 UNIT S3 TYPE A TAG PLAN
LEVEL 3, 4, & 5 LEVEL 6 & 7LEVEL 8 LEVEL 9 & 10
UNIT COUNT - S3
UNIT NAME AVERAGE UNIT AREA COUNT
UNIT S3 537.71 SF 4
4
1/4" = 1'-0"3 UNIT S3_TYPE A REFLECTED CEILING PLAN
DATE DESCRIPTION REV
48"56"48"30"12'-10" x 12'-3"
BEDROOM
8'-6" x 13'-1"
KITCHEN
13'-2" x 10'-9"
LIVING
9'-5" x 6'-0"
BATHROOM
5'-6" x 5'-5"
ENTRY
9'-9" x 6'-9"
WIC
48"56"48"30"UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH
FROM WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR
AND WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A4-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A4-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
55 ADA COMBINATION WASHER/DRYER
17C 42" x 42"
17D 60" x 34"
17E 60" x 36"
2 5 ' - 5 2 3 9 /2 5 6 "22' - 3"A04.02
1
A04.025
A04.01 27
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
NEW UNIT
11/30/2022 10:58:12 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA04.07
2247601
S4 UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCLEVEL 3, 4, & 5 LEVEL 6 & 7LEVEL 8 LEVEL 9 & 10
1/4" = 1'-0"1 UNIT S4 CONSTRUCTION PLAN
1/4" = 1'-0"3 UNIT S4 REFLECTED CEILING PLAN
1/4" = 1'-0"2 UNIT S4 TAG PLAN
DATE DESCRIPTION REV
UNIT COUNT - S4
UNIT NAME AVERAGE UNIT AREA COUNT
UNIT S4 626.63 SF 5
5
48"56"
11'-2" x 10'-9"
BEDROOM
10'-0" x 13'-2"
KITCHEN
12'-2" x 11'-2"
LIVING
7'-5" x 7'-0"
WIC
9'-6" x 7'-4"
DINING
8'-5" x 9'-0"
BATHROOM
10'-9" x 5'-0"
BALCONY
48"30"48"30"48"30"48"30"48"30"48"56"3' - 6"11' - 11 1/2"1' - 4 1/2"10' - 9"11"5' - 6"A04.02 2A04.025
A04.01 2
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH
FROM WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR
AND WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A4-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A4-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
55 ADA COMBINATION WASHER/DRYER
17C 42" x 42"
17D 60" x 34"
17E 60" x 36"C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
LOSO UNIT
11/30/2022 10:58:25 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA04.08
2247601
A1 UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/4" = 1'-0"1 UNIT A1 CONSTRUCTION PLAN
1/4" = 1'-0"2 UNIT A1 TAG PLAN
LEVEL 3, 4, & 5 LEVEL 6 & 7LEVEL 8 LEVEL 9 & 10
UNIT COUNT - A1
UNIT NAME AVERAGE UNIT AREA COUNT
UNIT A1 700.69 SF 81
81
1/4" = 1'-0"3 UNIT A1 REFLECTED CEILING PLAN
DATE DESCRIPTION REV
48"56"
10'-9" x 12'-4"
BEDROOM
8'-6" x 13'-0"
KITCHEN
12'-2" x 12'-8"
LIVING
8'-6" x 9'-0"
WIC
7'-3" x 6'-0"
DINING
8'-4" x 9'-1"
BATHROOM
5'-11" x 5'-6"
ENTRY
10'-9" x 5'-0"
BALCONY
48"30"48"30"48"30"48"30"48"30"48"56"5' - 6"11"10' - 9"12' - 4"
A04.02 2A04.025
A04.01 2
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH
FROM WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR
AND WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A4-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A4-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
55 ADA COMBINATION WASHER/DRYER
17C 42" x 42"
17D 60" x 34"
17E 60" x 36"C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
MODIFIED LOSO UNIT
11/30/2022 10:58:39 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA04.09
2247601
A2 UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/4" = 1'-0"1 UNIT A2 CONSTRUCTION PLAN
1/4" = 1'-0"2 UNIT A2 TAG PLAN
LEVEL 3, 4, & 5 LEVEL 6 & 7LEVEL 8 LEVEL 9 & 10
UNIT COUNT - A2
UNIT NAME AVERAGE UNIT AREA COUNT
UNIT A2 704.35 SF 3
3
1/4" = 1'-0"3 UNIT A2 REFLECTED CEILING PLAN
DATE DESCRIPTION REV
60"56"
10'-9" x 12'-4"
BEDROOM
7'-10" x 13'-2"
KITCHEN
12'-2" x 12'-8"
LIVING
8'-6" x 7'-0"
WIC
7'-0" x 6'-0"
DINING
8'-4" x 11'-1"
BATHROOM
5'-11" x 7'-5"
ENTRY
10'-9" x 5'-0"
BALCONY
48"30"48"30"48"30"48"30"48"30"60"56"5' - 6"11"10' - 9"
A04.02 4
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH
FROM WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR
AND WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A4-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A4-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
55 ADA COMBINATION WASHER/DRYER
17C 42" x 42"
17D 60" x 34"
17E 60" x 36"C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
MODIFIED LOSO UNIT
11/30/2022 10:58:53 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA04.10
2247601
A2_TYPE A
UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/4" = 1'-0"1 UNIT A2 TYPE A CONSTRUCTION PLAN
1/4" = 1'-0"2 UNIT A2 TYPE A TAG PLAN
LEVEL 3, 4, & 5 LEVEL 6 & 7LEVEL 8 LEVEL 9 & 10
UNIT COUNT - A2_A
UNIT NAME AVERAGE UNIT AREA COUNT
1/4" = 1'-0"3 UNIT A2 TYPE A REFLECTED CEILING PLAN
DATE DESCRIPTION REV
48"56"
12'-11" x 10'-9"
BEDROOM
11'-0" x 13'-0"
KITCHEN
16'-3" x 12'-4"
LIVING
9'-3" x 7'-0"
WIC
11'-5" x 7'-0"
DINING
10'-5" x 9'-0"
BATHROOM
10'-9" x 5'-0"
BALCONY
48"56"
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH
FROM WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR
AND WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A4-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A4-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
55 ADA COMBINATION WASHER/DRYER
17C 42" x 42"
17D 60" x 34"
17E 60" x 36"3' - 6"11"10' - 9"1' - 4 1/2"17' - 5 1/2"
A04.02 2A04.025
A04.012
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 10:59:06 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA04.11
2247601
A3 UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCLEVEL 3, 4, & 5 LEVEL 6 & 7LEVEL 8 LEVEL 9 & 10
1/4" = 1'-0"1 UNIT A3 CONSTRUCTION PLAN
1/4" = 1'-0"3 UNIT A3 REFLECTED CEILING PLAN
1/4" = 1'-0"2 UNIT A3 TAG PLAN
UNIT COUNT - A3
UNIT NAME AVERAGE UNIT AREA COUNT
UNIT A3 865.15 SF 12
12
DATE DESCRIPTION REV
48"56"48"30"48"30"17'-9" x 12'-5"
BEDROOM
20'-4" x 10'-0"
KITCHEN
13'-7" x 15'-3"
LIVING
9'-1" x 6'-1"
WIC
9'-6" x 7'-4"
DINING
8'-3" x 9'-4"
BATHROOM 10'-9" x
5'-0"BALCONY18'-3" x 4'-6"
ENTRY48"56"
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH
FROM WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR
AND WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A4-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A4-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
55 ADA COMBINATION WASHER/DRYER
17C 42" x 42"
17D 60" x 34"
17E 60" x 36"
31 ' - 1 1/2"33' - 6"A04.022A04.02 5
A04.01
6
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 10:59:20 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA04.12
2247601
A4 UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCLEVEL 3, 4, & 5 LEVEL 6 & 7LEVEL 8 LEVEL 9 & 10
1/4" = 1'-0"1 UNIT A4 REFLECTED CEILING PLAN
1/4" = 1'-0"2 UNIT A4 CONSTRUCTION PLAN
1/4" = 1'-0"3 UNIT A4 TAG PLAN
DATE DESCRIPTION REV
UNIT COUNT - A4
UNIT NAME AVERAGE UNIT AREA COUNT
UNIT A4 964.86 SF 8
8
48"56"11'-0" x 12'-6"
BEDROOM
8'-0" x 14'-2"
KITCHEN
7'-3" x 8'-5"
WIC
10'-10" x 6'-0"
BATHROOM
5'-0" x 5'-10"
ENTRY
10'-9" x 5'-0"
BALCONY
11'-11" x 11'-10"
LIVING ROOM
48"30"48"30"48"30"
48"30"48"56"5' - 6"1' - 0"10' - 9"12' - 3"
A04.02
3
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH
FROM WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR
AND WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A4-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A4-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
55 ADA COMBINATION WASHER/DRYER
17C 42" x 42"
17D 60" x 34"
17E 60" x 36"C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
LOSO UNIT
11/30/2022 10:59:34 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA04.13
2247601
A5 UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/4" = 1'-0"1 UNIT A5 CONSTRUCTION PLAN
1/4" = 1'-0"2 UNIT A5 TAG PLAN
LEVEL 3, 4, & 5 LEVEL 6 & 7LEVEL 8 LEVEL 9 & 10
UNIT COUNT - A5
UNIT NAME AVERAGE UNIT AREA COUNT
UNIT A5 678.05 SF 10
10
1/4" = 1'-0"3 UNIT A5 REFLECTED CEILING PLAN
DATE DESCRIPTION REV
48"56"12'-6" x 10'-11"
BEDROOM
13'-2" x 8'-5"
KITCHEN
16'-3" x 11'-3"
LIVING
8'-6" x 6'-0"
DINING
9'-5" x 5'-9"
BATHROOM
8'-8" x 7'-5"
WIC
6'-5" x 5'-10"
ENTRY
10'-9" x 5'-0"
BALCONY
48"30"48"30"48"30"48"30"48"56"5' - 6"11' - 9 1/2"18' - 2 1/2"
A04.02
1
A04.02 5
A04.01
2
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH
FROM WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR
AND WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A4-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A4-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
55 ADA COMBINATION WASHER/DRYER
17C 42" x 42"
17D 60" x 34"
17E 60" x 36"C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
MODIFIED LOSO UNIT
11/30/2022 10:59:47 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA04.14
2247601
A6 UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/4" = 1'-0"1 UNIT A6 CONSTRUCTION PLAN
1/4" = 1'-0"2 UNIT A6 TAG PLAN
LEVEL 3, 4, & 5 LEVEL 6 & 7LEVEL 8 LEVEL 9 & 10
UNIT COUNT - A6
UNIT NAME AVERAGE UNIT AREA COUNT
UNIT A6 730.02 SF 30
30
DATE DESCRIPTION REV
48"56"
10'-11" x 13'-2"
BEDROOM
10'-4" x 18'-10"
KITCHEN
10'-6" x 12'-8"
LIVING
7'-3" x 8'-1"
WIC
7'-3" x 6'-0"
DINING
8'-4" x 9'-1"
BATHROOM
6'-2" x 5'-3"
ENTRY
10'-9" x 5'-0"
BALCONY
48"30"48"30"48"30"48"30"48"56"5' - 0"32' - 6"3"10' - 9"11' - 4"
A04.02 2A04.025
A04.012
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH
FROM WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR
AND WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A4-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A4-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
55 ADA COMBINATION WASHER/DRYER
17C 42" x 42"
17D 60" x 34"
17E 60" x 36"C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
NEW UNIT
11/30/2022 11:00:00 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA04.15
2247601
A7 UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/4" = 1'-0"1 UNIT A7 CONSTRUCTION PLAN
1/4" = 1'-0"2 UNIT A7 TAG PLAN
LEVEL 3, 4, & 5 LEVEL 6 & 7LEVEL 8 LEVEL 9 & 10
UNIT COUNT - A7
UNIT NAME AVERAGE UNIT AREA COUNT
UNIT A7 717.54 SF 15
15
1/4" = 1'-0"3 UNIT A7 REFLECTED CEILING PLAN
DATE DESCRIPTION REV
48"56"
10'-7" x 10'-6"
BEDROOM
6'-2" x 16'-2"
KITCHEN
7'-9" x 12'-11"
LIVING
7'-1" x 7'-3"
WIC
12'-5" x 5'-0"
DINING
8'-4" x 9'-1"
BATHROOM
5'-9" x 8'-11"
ENTRY 48"30"48"30"48"30"48"30"48"30"48"56"
3' - 11 1/2"10' - 9"9 1/2"
A04.01 2
A04.02 2
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH
FROM WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR
AND WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A4-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A4-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
55 ADA COMBINATION WASHER/DRYER
17C 42" x 42"
17D 60" x 34"
17E 60" x 36"C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
LOSO UNIT
11/30/2022 11:00:14 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA04.16
2247601
AU1 UNIT
PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/4" = 1'-0"1 UNIT AU1 CONSTRUCTION PLAN
1/4" = 1'-0"2 UNIT AU1 TAG PLAN
LEVEL 3, 4, & 5 LEVEL 6 & 7LEVEL 8 LEVEL 9 & 10
UNIT COUNT - AU1
UNIT NAME AVERAGE UNIT AREA COUNT
UNIT AU1 667.80 SF 12
12
1/4" = 1'-0"3 UNIT AU1 REFLECTED CEILING PLAN
DATE DESCRIPTION REV
48"56"
9'-11" x 13'-4"
BEDROOM
8'-1" x 13'-1"
KITCHEN
12'-0" x 13'-10"
LIVING
9'-11" x 6'-6"
WIC
11'-7" x 6'-0"
DINING
7'-6" x 9'-8"
BATHROOM
5'-6" x 7'-10"
ENTRY
10'-10" x 13'-5"
BEDROOM
8'-11" x 7'-8"
WIC
9'-11" x 7'-0"
BATHROOM
10'-9" x 5'-0"
BALCONY
48"30"
48"30"48"30"48"30"48"30"48"30"48"56"
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH
FROM WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR
AND WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A4-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A4-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
55 ADA COMBINATION WASHER/DRYER
17C 42" x 42"
17D 60" x 34"
17E 60" x 36"
12' - 2"10' - 9"1' - 4"10' - 3"3' - 6"A04.02 6A04.022
A04.02
1
A04.02 5
A04.012
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
LOSO UNIT
11/30/2022 11:00:27 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA04.18
2247601
BA1 UNIT
PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/4" = 1'-0"1 UNIT BA1 CONSTRUCTION PLAN
1/4" = 1'-0"2 UNIT BA1 TAG PLAN
LEVEL 3, 4, & 5 LEVEL 6 & 7LEVEL 8 LEVEL 9 & 10
UNIT COUNT - BA1
UNIT NAME AVERAGE UNIT AREA COUNT
UNIT BA1 <varies> 19
19
1/4" = 1'-0"3 UNIT BA1 REFLECTED CEILING PLAN
DATE DESCRIPTION REV
48"56"48"56"13'-4" x 14'-8"
BEDROOM
8'-3" x 13'-1"
KITCHEN
13'-6" x 14'-10"
LIVING
5'-6" x 7'-0"
WIC
7'-3" x 6'-0"
DINING
5'-6" x 10'-3"
BATHROOM
6'-2" x 6'-1"
ENTRY
14'-10" x 11'-1"
BEDROOM
5'-11" x 5'-8"
WIC
11'-7" x 5'-8"
BATHROOM14'-0" x 10'-6"BALCONY48"30"48"30"48"30"48"30"48"30"48"56"48"56"A04.02
2
A04.02 5
A04.01 2
A04.02 1A04.02
5
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH
FROM WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR
AND WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A4-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A4-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
55 ADA COMBINATION WASHER/DRYER
17C 42" x 42"
17D 60" x 34"
17E 60" x 36"C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
LOSO UNIT
11/30/2022 11:00:41 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA04.20
2247601
B1 UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/4" = 1'-0"1 UNIT B1 CONSTRUCTION PLAN
1/4" = 1'-0"2 UNIT B1 TAG PLAN
UNIT COUNT - B1
UNIT NAME AVERAGE UNIT AREA COUNT
UNIT B1 1,036.45 SF 40
40
1/4" = 1'-0"3 UNIT B1 REFLECTED CEILING PLAN
LEVEL 3, 4, & 5 LEVEL 6 & 7LEVEL 8 LEVEL 9 & 10
DATE DESCRIPTION REV
48"56"48"56"48"30"11'-9" x 11'-8"
BEDROOM
9'-2" x 14'-7"
KITCHEN
12'-0" x 12'-10"
LIVING
5'-2" x 4'-5"
WIC
9'-5" x 7'-2"
DINING
6'-0" x 9'-3"
BATHROOM
7'-4" x 10'-0"
BATHROOM
11'-0" x 12'-0"
BEDROOM
4'-10" x 9'-4"
WIC
8'-3" x 8'-0"
ENTRY
10'-9" x 5'-0"
BALCONY
48"30"48"30"48"30"48"30"48"30"48"30"48"56"48"56"48"30"TRANSOM WINDOW IN B2
UNITS; B2.1 UNITS HAVE
WINDOW TO EXTERIOR5' - 6"11"10' - 9"13' - 0"
24' - 8"
A04.016
A04.02 1A04.02
5
A04.02 2A04.026
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH
FROM WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR
AND WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A4-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A4-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
55 ADA COMBINATION WASHER/DRYER
17C 42" x 42"
17D 60" x 34"
17E 60" x 36"C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
LOSO UNIT
11/30/2022 11:00:54 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA04.21
2247601
B2 UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/4" = 1'-0"1 UNIT B2 CONSTRUCTION PLAN
1/4" = 1'-0"2 UNIT B2 TAG PLAN
UNIT COUNT - B2
UNIT NAME AVERAGE UNIT AREA COUNT
UNIT B2 1,063.64 SF 33
UNIT B2.1 1,024.98 SF 5
38
1/4" = 1'-0"3 UNIT B2 REFLECTED CEILING PLAN
LEVEL 3, 4, & 5 LEVEL 6 & 7LEVEL 8 LEVEL 9 & 10
DATE DESCRIPTION REV
30"48"48"56"30"48"48"56"12'-6" x 10'-10"
BEDROOM
13'-0" x 9'-8"
KITCHEN
10'-1" x 16'-2"
LIVING
5'-9" x 6'-0"
WIC
7'-8" x 11'-6"
DINING
10'-1" x 5'-9"
BATHROOM
10'-1" x 5'-9"
BATHROOM
10'-1" x 12'-3"
BEDROOM
8'-7" x 7'-5"
WIC
7'-3" x 5'-9"
ENTRY
10'-9" x 5'-0"
BALCONY
30"48"48"56"30"48"48"56"5' - 6"10' - 9"19' - 2"
A04.02
1
A04.02 5A04.02
1
A04.025
A04.01
2
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH
FROM WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR
AND WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A4-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A4-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
55 ADA COMBINATION WASHER/DRYER
17C 42" x 42"
17D 60" x 34"
17E 60" x 36"C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
LOSO UNIT
11/30/2022 11:01:08 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA04.22
2247601
B3 UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/4" = 1'-0"1 UNIT B3 CONSTRUCTION PLAN
1/4" = 1'-0"2 UNIT B3 TAG PLAN
LEVEL 3, 4, & 5 LEVEL 9 & 10 LEVEL 6 & 7 LEVEL 8
UNIT COUNT - B3
UNIT NAME AVERAGE UNIT AREA COUNT
UNIT B3 1,026.09 SF 6
6
1/4" = 1'-0"4 UNIT B3 REFLECTED CEILING PLAN
DATE DESCRIPTION REV
48"56"48"56"10'-5" x 13'-4"
BEDROOM13'-1" x 12'-11"
LIVING
6'-5" x 6'-0"
WIC
12'-8" x 8'-8"
DINING
9'-5" x 5'-11"
BATHROOM
8'-0" x 8'-9"
BATHROOM
7'-1" x 7'-8"
WIC
13'-4" x 11'-1"
KITCHEN
6'-1" x 8'-9"
ENTRY
10'-3" x 11'-0"
BEDROOM
10'-9" x 5'-0"
BALCONY
48"56"48"56"5' - 6"11"10' - 9"25' - 4"
A04.0110
9
7
A04.02
1
A04.025
A04.02 2A04.026
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH
FROM WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR
AND WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A4-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A4-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
55 ADA COMBINATION WASHER/DRYER
17C 42" x 42"
17D 60" x 34"
17E 60" x 36"C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
LOSO UNIT
11/30/2022 11:01:21 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA04.24
2247601
B4 UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/4" = 1'-0"1 UNIT B4 CONSTRUCTION PLAN
1/4" = 1'-0"2 UNIT B4 TAG PLAN
UNIT COUNT - B4
UNIT NAME AVERAGE UNIT AREA COUNT
LEVEL 3, 4, & 5 LEVEL 6 & 7LEVEL 8 LEVEL 9 & 10
1/4" = 1'-0"3 UNIT B4 REFLECTED CEILING PLAN
DATE DESCRIPTION REV
30"48"48"56"48"56"
10'-11" x 15'-6"
BEDROOM
10'-11" x 12'-1"
LIVING
8'-6" x 5'-3"
WIC
8'-6" x 12'-1"
DINING
8'-6" x 9'-3"
BATHROOM
6'-9" x 9'-0"
BATHROOM
3'-7" x 6'-1"
WIC
19'-0" x 8'-2"
KITCHEN
12'-8" x 6'-11"
ENTRY
11'-6" x 13'-6"
BEDROOM 5'-0" x 10'-9"
BALCONY
48"30"48"30"48"30"30"48"48"56"48"56"1' - 9"10' - 9"25' - 0"5' - 6"14' - 1 1/2"5' - 11"9' - 4"2' - 5"31' - 8"
A04.02
1
A04.02
5
A04.022A04.02 6
A04.01
6
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH
FROM WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR
AND WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A4-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A4-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
55 ADA COMBINATION WASHER/DRYER
17C 42" x 42"
17D 60" x 34"
17E 60" x 36"C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
NEW UNIT
11/30/2022 11:01:48 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA04.27
2247601
B6 UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/4" = 1'-0"1 UNIT B6 CONSTRUCTION PLAN
1/4" = 1'-0"2 UNIT B6 TAG PLAN
UNIT COUNT - B6
UNIT NAME AVERAGE UNIT AREA COUNT
UNIT B6 1,131.57 SF 18
18
LEVEL 3, 4, & 5 LEVEL 6 & 7LEVEL 8 LEVEL 9 & 10
1/4" = 1'-0"3 UNIT B6 REFLECTED CEILING PLAN
DATE DESCRIPTION REV
48"56"
11'-0" x 12'-6"
BEDROOM
12'-2" x 13'-1"
KITCHEN
12'-4" x 10'-0"
LIVING
5'-0" x 5'-8"
WIC
7'-4" x 5'-5"
DINING
5'-7" x 11'-9"
BATHROOM
8'-9" x 7'-7"
ENTRY
11'-0" x 10'-7"
DEN
10'-9" x 5'-0"
BALCONY
48"30"48"30"48"30"48"30"5'-0" x 5'-8"
WIC48"56"
11"10' - 9"12' - 10"5' - 6"A04.012
A04.02 2A04.02
5
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH
FROM WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR
AND WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A4-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A4-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
55 ADA COMBINATION WASHER/DRYER
17C 42" x 42"
17D 60" x 34"
17E 60" x 36"C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
MODIFIED LOSO UNIT
11/30/2022 11:02:01 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA04.28
2247601
AD2 UNIT
PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/4" = 1'-0"1 UNIT AD2 CONSTRUCTION PLAN
1/4" = 1'-0"2 UNIT AD2 TAG PLAN
LEVEL 3, 4, & 5 LEVEL 6 & 7LEVEL 8 LEVEL 9 & 10
UNIT COUNT - AD2
UNIT NAME AVERAGE UNIT AREA COUNT
UNIT AD2 863.63 SF 24
24
1/4" = 1'-0"4 UNIT AD2 REFLECTED CEILING PLAN
DATE DESCRIPTION REV
48"56"48"56"
11'-4" x 14'-2"
BEDROOM
17'-6" x 8'-8"
KITCHEN
12'-5" x 13'-11"
LIVING
7'-0" x 7'-0"
WIC
14'-11" x 7'-6"
DINING
9'-1" x 8'-6"
BATHROOM
7'-6" x 6'-11"
ENTRY
10'-5" x 13'-6"
BEDROOM
9'-1" x 5'-3"
WIC
6'-7" x 9'-4"
BATHROOM
48"30"48"30"48"30"48"30"48"30"
48"56"48"56"1' - 3"10' - 9"19' - 6"31' - 6"5' - 6"36' - 6"
42' - 0"
A04.021A04.02
5
A04.02
2
A04.02
6
A04.01
6
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH
FROM WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR
AND WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A4-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A4-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
55 ADA COMBINATION WASHER/DRYER
17C 42" x 42"
17D 60" x 34"
17E 60" x 36"C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
NEW UNIT
11/30/2022 11:02:15 AM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA04.30
2247601
B10 UNIT
PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/4" = 1'-0"1 UNIT B10 CONSTRUCTION PLAN
1/4" = 1'-0"2 UNIT B10 TAG PLAN
UNIT COUNT - B10
UNIT NAME AVERAGE UNIT AREA COUNT
1/4" = 1'-0"3 UNIT B10 REFLECTED CEILING PLAN
LEVEL 3, 4, & 5 LEVEL 9 & 10 LEVEL 6 & 7 LEVEL 8
DATE DESCRIPTION REV
LEVEL 1
F.F.E. = 665' -0"
LEVEL 2
F.F.E. = 674' -3"
LEVEL 3
F.F.E. = 683' -6"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
2
A06.01
LOW ROOF
F.F.E. = 745' -6"
3
A06.01
A05.03
9
1
A06.02
2
A00.13
3
A00.13
4
A00.13
4
A06.02 4' - 0"10' - 8"10' - 8"10' - 8"10' - 8"10' - 8"11' - 6"9' - 3"9' - 3"9' - 3"9' - 3"105' - 10"LEVEL 3
F.F.E. = 683' -6"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
1
A06.01
LOW ROOF
F.F.E. = 745' -6"
3
A06.02
2
A06.02
1
A00.13
4' - 0"10' - 8"10' - 8"10' - 8"10' - 8"10' - 8"11' - 6"9' - 3"9' - 3"CORRUGATED METAL PANEL
FIBER CEMENT PANEL
FIBER CEMENT PANEL
MODULAR FACE BRICK VENEER
CAST IN PLACE CONCRETE
FIBER CEMENT PANEL
BALCONY RAILING W/ WIRE MESH
BALCONY RAILING C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 2:15:23 PM C:\Users\lward\Documents\Revit\2247601_MCRT_Foundry_Option 5_laura_ward.rvtA05.01
2247601
OVERALL
BUILDING
ELEVATIONS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/16" = 1'-0"1 OVERALL ELEVATION - WEST
1/16" = 1'-0"2 OVERALL ELEVATION - SOUTH
DATE DESCRIPTION REV
EXTERIOR FINISH KEY
LEVEL 1
F.F.E. = 665' -0"
LEVEL 2
F.F.E. = 674' -3"
LEVEL 3
F.F.E. = 683' -6"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
1
A06.01
LOW ROOF
F.F.E. = 745' -6"
1
A00.13
9' - 3"9' - 3"9' - 3"9' - 3"11' - 6"10' - 8"10' - 8"10' - 8"4' - 0"LEVEL 1
F.F.E. = 665' -0"
LEVEL 2
F.F.E. = 674' -3"
LEVEL 3
F.F.E. = 683' -6"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
LOW ROOF
F.F.E. = 745' -6"
3
A06.02
2
A06.02
A05.03
2
9' - 3"9' - 3"9' - 3"9' - 3"11' - 6"10' - 8"10' - 8"10' - 8"10' - 8"10' - 8"5' - 0"106' - 10"LEVEL 2
F.F.E. = 674' -3"
LEVEL 3
F.F.E. = 683' -6"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
LOW ROOF
F.F.E. = 745' -6"5' - 0"10' - 8"10' - 8"10' - 8"10' - 8"10' - 8"11' - 6"9' - 3"9' - 3"9' - 3"LEVEL 1
F.F.E. = 665' -0"
LEVEL 2
F.F.E. = 674' -3"
LEVEL 3
F.F.E. = 683' -6"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LOW ROOF
F.F.E. = 745' -6"
1
A06.02
4
A00.13
4
A06.02
5' - 0"10' - 8"10' - 8"10' - 8"11' - 6"9' - 3"9' - 3"9' - 3"9' - 3"85' - 6"CORRUGATED METAL PANEL
FIBER CEMENT PANEL
FIBER CEMENT PANEL
MODULAR FACE BRICK VENEER
CAST IN PLACE CONCRETE
FIBER CEMENT PANEL
BALCONY RAILING W/ WIRE MESH
BALCONY RAILING C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 2:16:40 PM C:\Users\lward\Documents\Revit\2247601_MCRT_Foundry_Option 5_laura_ward.rvtA05.02
2247601
OVERALL
BUILDING
ELEVATIONS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/16" = 1'-0"1 OVERALL ELEVATION - NORTH - PART 1
1/16" = 1'-0"2 OVERALL ELEVATION - NORTH - PART 2
1/16" = 1'-0"3 OVERALL ELEVATION EAST - PART 1
1/16" = 1'-0"4 OVERALL ELEVATION - EAST - PART 2
DATE DESCRIPTION REV
EXTERIOR FINISH KEY
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
2
A06.01
LOW ROOF
F.F.E. = 745' -6"
3
A00.13
4' - 0"10' - 8"10' - 8"10' - 8"10' - 8"10' - 8"LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
LOW ROOF
F.F.E. = 745' -6"
2
A06.02
10' - 8"10' - 8"10' - 8"10' - 8"10' - 8"LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
2
A06.01
LOW ROOF
F.F.E. = 745' -6"
3
A00.13
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
LOW ROOF
F.F.E. = 745' -6"
3
A06.02
10' - 8"10' - 8"10' - 8"10' - 8"10' - 8"LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
LOW ROOF
F.F.E. = 745' -6"
3
A06.01
2
A00.13
10' - 8"10' - 8"10' - 8"10' - 8"10' - 8"LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
LOW ROOF
F.F.E. = 745' -6"
3
A06.02
10' - 8"10' - 8"10' - 8"10' - 8"10' - 8"4' - 0"LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
LOW ROOF
F.F.E. = 745' -6"
3
A06.01
2
A00.13
10' - 8"10' - 8"10' - 8"10' - 8"10' - 8"LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
LOW ROOF
F.F.E. = 745' -6"
3
A06.01
2
A00.13
4' - 0"10' - 8"10' - 8"10' - 8"10' - 8"10' - 8"LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
1
A06.01
LOW ROOF
F.F.E. = 745' -6"
1
A00.13
10' - 8"10' - 8"10' - 8"10' - 8"10' - 8"4' - 0"LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
1
A06.01
LOW ROOF
F.F.E. = 745' -6"
1
A00.13
1
A06.10
4' - 0"10' - 8"10' - 8"10' - 8"10' - 8"10' - 8"C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 2:39:44 PM C:\Users\ahamilton\Documents\Revit\2247601_MCRT_Foundry_Option 5_ahamiltonBUUMR.rvtA05.03
2247601
COURTYARD
ELEVATIONS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/16" = 1'-0"1 COURTYARD A ELEVATION - EAST
1/16" = 1'-0"2 COURTYARD A ELEVATION - SOUTH
1/16" = 1'-0"3 COURTYARD A ELEVATION - WEST
1/16" = 1'-0"4 COURTYARD B ELEVATION - NORTH
1/16" = 1'-0"5 COURTYARD B ELEVATION - EAST
1/16" = 1'-0"6 COURTYARD B ELEVATION - SOUTH
1/16" = 1'-0"7 COURTYARD B ELEVATION - WEST
1/16" = 1'-0"9 PRIVATE TERRACES ELEVATION - EAST
1/16" = 1'-0"10 PRIVATE TERRACES ELEVATION - SOUTH
1/16" = 1'-0"8 PRIVATE TERRACES ELEVATION - NORTH
DATE DESCRIPTION REV
AGP BLDG 2
F.F.E. = 672' -2"
AGP BLDG 1
F.F.E. = 690' -0"
AGP BLDG 2
F.F.E. = 672' -2"
AGP BLDG 1
F.F.E. = 690' -0"
AGP BLDG 2
F.F.E. = 672' -2"
AGP BLDG 1
F.F.E. = 690' -0"
AGP BLDG 2
F.F.E. = 672' -2"
AGP BLDG 1
F.F.E. = 690' -0"
FIREWALL
AVERAGE GRADE
PLANE BUILDING 2
AVERAGE GRADE
PLANE BUILDING 1
FIREWALL
AVERAGE GRADE
PLANE BUILDING 2
AVERAGE GRADE
PLANE BUILDING 1
FIREWALL
AVERAGE GRADE
PLANE BUILDING 1
AVERAGE GRADE
PLANE BUILDING 2
FIREWALL
AVERAGE GRADE
PLANE BUILDING 2
AVERAGE GRADE
PLANE BUILDING 1
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:56:06 AM C:\Users\lward\Documents\Revit\2247601_MCRT_Foundry_Option 5_laura_ward.rvtA05.20
2247601
SITE AXON
VIEWS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1 AXON - WEST CORNER2AXON - SOUTH CORNER
3 AXON - NORTH CORNER
4 AXON - EAST CORNER
DATE DESCRIPTION REV
LEVEL 1
F.F.E. = 665' -0"
LEVEL 1
F.F.E. = 665' -0"
LEVEL 2
F.F.E. = 674' -3"
LEVEL 2
F.F.E. = 674' -3"
LEVEL 3
F.F.E. = 683' -6"
LEVEL 3
F.F.E. = 683' -6"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
LOW ROOF
F.F.E. = 745' -6"
LOW ROOF
F.F.E. = 745' -6"
AGP BLDG 2
F.F.E. = 672' -2"
AGP BLDG 1
F.F.E. = 690' -0"8' - 2"76' - 10"10' - 8"10' - 8"10' - 8"11' - 6"9' - 3"9' - 3"9' - 3"9' - 3"10' - 8"10' - 8"10' - 8"10' - 8"10' - 8"11' - 6"9' - 3"9' - 3"9' - 3"9' - 3"102' - 6 1/2"19' - 5"10' - 11 1/2"74' - 0 1/2"81' - 2 1/2"LEVEL 1
F.F.E. = 665' -0"
LEVEL 2
F.F.E. = 674' -3"
LEVEL 3
F.F.E. = 683' -6"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
LOW ROOF
F.F.E. = 745' -6"10' - 8"10' - 8"10' - 8"10' - 8"10' - 8"11' - 6"9' - 3"9' - 3"9' - 3"9' - 3"7' - 3"7' - 6"101' - 10"LEVEL 1
F.F.E. = 665' -0"
LEVEL 2
F.F.E. = 674' -3"
LEVEL 3
F.F.E. = 683' -6"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
LOW ROOF
F.F.E. = 745' -6"10' - 8"10' - 8"10' - 8"10' - 8"10' - 8"11' - 6"9' - 3"9' - 3"9' - 3"9' - 3"C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:56:11 AM C:\Users\lward\Documents\Revit\2247601_MCRT_Foundry_Option 5_laura_ward.rvtA06.01
2247601
BUILDING
SECTIONS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/16" = 1'-0"1 BUILDING SECTION 1
1/16" = 1'-0"2 BUILDING SECTION 2
1/16" = 1'-0"3 BUILDING SECTION 3
DATE DESCRIPTION REV
LEVEL 1
F.F.E. = 665' -0"
LEVEL 2
F.F.E. = 674' -3"
LEVEL 3
F.F.E. = 683' -6"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
LOW ROOF
F.F.E. = 745' -6"10' - 8"10' - 8"10' - 8"10' - 8"10' - 8"11' - 6"9' - 3"9' - 3"9' - 3"9' - 3"AGP BLDG 2
F.F.E. = 672' -2"
AGP BLDG 1
F.F.E. = 690' -0"
LEVEL 1
F.F.E. = 665' -0"
LEVEL 2
F.F.E. = 674' -3"
LEVEL 3
F.F.E. = 683' -6"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
LOW ROOF
F.F.E. = 745' -6"10' - 8"10' - 8"10' - 8"10' - 8"10' - 8"11' - 6"9' - 3"9' - 3"9' - 3"9' - 3"LEVEL 1
F.F.E. = 665' -0"
LEVEL 2
F.F.E. = 674' -3"
LEVEL 3
F.F.E. = 683' -6"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
LOW ROOF
F.F.E. = 745' -6"
LEVEL 1
F.F.E. = 665' -0"
LEVEL 2
F.F.E. = 674' -3"
LEVEL 3
F.F.E. = 683' -6"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
LOW ROOF
F.F.E. = 745' -6"C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 12:19:34 PM C:\Users\lward\Documents\Revit\2247601_MCRT_Foundry_Option 5_laura_ward.rvtA06.02
2247601
BUILDING
SECTIONS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/16" = 1'-0"2 BUILDING SECTION 5
1/16" = 1'-0"3 BUILDING SECTION 61/16" = 1'-0"1 BUILDING SECTION 4
1/16" = 1'-0"4 BUILDING SECTION 8
DATE DESCRIPTION REV
LEVEL 1
F.F.E. = 665' -0"
LEVEL 2
F.F.E. = 674' -3"
LEVEL 3
F.F.E. = 683' -6"
LEVEL 4
F.F.E. = 692' -9"
LEVEL 5
F.F.E. = 702' -0"
LEVEL 6
F.F.E. = 713' -6"
LEVEL 7
F.F.E. = 724' -2"
LEVEL 8
F.F.E. = 734' -10"
LEVEL 9
F.F.E. = 745' -6"
LEVEL 10
F.F.E. = 756' -2"
HIGH ROOF
F.F.E. = 766' -10"
LOW ROOF
F.F.E. = 745' -6"
A06.10
2
A06.10
3
A06.10
4
A06.10
5
7"7"10"1" / 12"
1" / 12"
1" / 12"
LEVEL 4
F.F.E. = 692' -9"
AGP BLDG 1
F.F.E. = 690' -0"
LEVEL 5
F.F.E. = 702' -0"1 1/4"1 1/4"LEVEL 8
F.F.E. = 734' -10"1 1/4"1 1/4"LEVEL 9
F.F.E. = 745' -6"
LOW ROOF
F.F.E. = 745' -6"C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:56:18 AM C:\Users\lward\Documents\Revit\2247601_MCRT_Foundry_Option 5_laura_ward.rvtA06.10
2247601
SECTION
DETAILS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NC1/4" = 1'-0"1 BUILDING SECTION AT FIREWALL
DATE DESCRIPTION REV
1 1/2" = 1'-0"2 FIRE WALL - CONCRETE PODIUM
1 1/2" = 1'-0"3 FIRE WALL - CONCRETE TO WOOD TRUSS TRANSITION
1 1/2" = 1'-0"4 FIRE WALL - WOOD TRUSSES
1 1/2" = 1'-0"5 FIRE WALL - LOW ROOF TERMINATION
WINDOW SCHEDULE LEGEND
1' - 9"6' - 0"HEAD HEIGHT7' - 9"1' - 9"6' - 0"HEAD HEIGHT7' - 9"1' - 9"6' - 0"HEAD HEIGHT7' - 9"HEAD HEIGHT8' - 0"3' - 0"9' - 0"5' - 10 1/2"6' - 0"HEAD HEIGHT8' - 0"HEAD HEIGHT8' - 0"6' - 0"6' - 3"HEAD HEIGHT8' - 0"8' - 3"HEAD HEIGHT8' - 0"1' - 0"7' - 0"HEAD HEIGHT8' - 0"8' - 0"
2' - 0"
W01 W02 W03 W04
W06 W07 W08 W09
W10 HEAD HEIGHT8' - 0"W05
3' - 0"
F F F
F F
F
F F
F
F
F
F
F
F F
F
F
F
F
F
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:56:22 AM C:\Users\lward\Documents\Revit\2247601_MCRT_Foundry_Option 5_laura_ward.rvtA08.00
2247601
WINDOW
SCHEDULE
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCWINDOW SCHEDULE
TYPE
WINDOW FRAME
MANUFACTURER NOTES
SIZE
GLAZING MAT'L FINISHWIDTH HEIGHT
W01 5' - 10 1/2" 6' - 0" VINYL GREY STERGIS SINGLE HUNG, EQUAL SASH, 2/2 Horizontal
W02 5' - 10 1/2" 6' - 0" VINYL GREY STERGIS DOUBLE, SINGLE HUNG, EQUAL SASH, 2/2 Horizontal
W03 9' - 0" 6' - 0" VINYL GREY STERGIS TRIPLE, SINGLE HUNG, EQUAL SASH, 2/2 Horizontal
W04 3' - 0" 5' - 9 1/2" VINYL GREY STERGIS SINGLE HUNG / FIXED, EQUAL SASH
W05 6' - 0" 5' - 9" VINYL GREY STERGIS DOUBLE, SINGLE HUNG / FIXED, EQUAL SASH, 2/2 Horizontal
W06 6' - 0" 5' - 9" VINYL GREY STERGIS DOUBLE, SINGLE HUNG / FIXED, EQUAL SASH
W07 6' - 3" 5' - 9 1/2" VINYL GREY STERGIS DOUBLE, SINGLE HUNG / FIXED, EQUAL SASH
W08 2' - 8" 6' - 2 1/2" VINYL GREY STERGIS TRIPLE, SINGLE HUNG / FIXED, EQUAL SASH
W09 2' - 8" 6' - 0" VINYL GREY STERGIS TRIPLE, SINGLE HUNG / FIXED, EQUAL SASH
W10 2' - 0" 7' - 0" VINYL GREY STERGIS FIXED
DATE DESCRIPTION REV
3' -0"000000
8' -3"000000
8' -0"000000
8' -0"000000
8' -0"000000
8' -0"000000
8' -0"000000
8' -0"000000
8' -0"000000
ALL OPERABLE WINDOWS SHALL HAVE 4" LIMITER PER CODE SECTION XXXX.XX
3' - 8"3' - 8"3' - 8"
11' - 0"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"5' - 0"1' - 3"10' - 0"16' - 3"SF-03
SF-04
9' - 6"
4' - 9"4' - 9"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"5' - 0"1' - 3"10' - 0"16' - 3"SF-01
SF-02
9' - 6"
SF-05
SF-06
3' - 1"3' - 4"3' - 1"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"5' - 0"1' - 3"10' - 0"16' - 3"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"10' - 0"1' - 3"5' - 0"16' - 3"SF-07
SF-08
4' - 0"4' - 0"4' - 0"
12' - 0"
3' - 4"3' - 4"3' - 4"
10' - 0"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"10' - 0"1' - 3"5' - 0"16' - 3"SF-09
SF-10
SF-11
SF-12
3' - 4"3' - 4"
6' - 8"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"5' - 0"1' - 3"10' - 0"16' - 3"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"10' - 0"1' - 3"5' - 0"16' - 3"3' - 4"3' - 4"3' - 4"
10' - 0"
SF-13
SF-14 2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"5' - 0"1' - 3"7' - 6"13' - 9"11' - 0"
3' - 8"3' - 8"3' - 8"
SF-15
SF-16 2' - 6"2' - 6"3' - 8"3' - 8"3' - 8"5' - 0"SF-17
11' - 0"
SF-18
3' - 4"3' - 4"3' - 4"
10' - 0"2' - 6"2' - 6"2' - 6"2' - 6"10' - 0"3' - 4"3' - 4"6' - 8"3' - 4"3' - 4"
20' - 0"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"12' - 6"SF-19
2' - 8 1/4"3' - 1 7/8"3' - 1 7/8"
9' - 0"2' - 6"2' - 6"2' - 6"2' - 6"10' - 0"1' - 6"3' - 0"14' - 6"SF-20
SF-21
EQ EQ EQ
10' - 8"2' - 6"2' - 6"2' - 6"2' - 6"10' - 0"1' - 6"3' - 0"14' - 6"SF-22
SF-23
3' - 4 3/4"3' - 2 1/2"3' - 4 3/4"
10' - 0"10' - 0"1' - 6"3' - 0"2' - 6"2' - 6"2' - 6"2' - 6"14' - 6"SF-24
SF-25
3' - 10 3/4"6' - 2 1/2"3' - 10 3/4"
14' - 0"2' - 6"2' - 6"2' - 6"2' - 6"10' - 0"1' - 6"3' - 0"14' - 6"SF-27
SF-26
2' - 6"2' - 6"2' - 6"2' - 6"10' - 0"1' - 6"3' - 0"14' - 6"4' - 6"4' - 6"
9' - 0"
SF-28
SF-29
4' - 6"4' - 6"4' - 6"4' - 6"
18' - 0"2' - 6"2' - 6"2' - 6"2' - 6"10' - 0"5' - 6"SF-30
3' - 4"3' - 4"3' - 4"
10' - 0"2' - 6"2' - 6"2' - 6"2' - 6"10' - 0"5' - 6"SF-31
17' - 6"2' - 6"2' - 6"2' - 6"7' - 6"8' - 0"SF-32
4' - 4 1/2"4' - 4 1/2"4' - 4 1/2"4' - 4 1/2"
17' - 0"2' - 6"2' - 6"5' - 0"10' - 6"SF-33
4' - 3"4' - 3"4' - 3"4' - 3"
17' - 2"2' - 0"14' - 3"SF-34
4' - 3 1/2"4' - 3 1/2"4' - 3 1/2"4' - 3 1/2"C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:56:30 AM C:\Users\lward\Documents\Revit\2247601_MCRT_Foundry_Option 5_laura_ward.rvtA08.20
2247601
STOREFRONT
SCHEDULE
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
STOREFRONT SCHEDULE
Storefront Number Length Height Manufacturer Comments
SF-01 9' - 6" 5' - 0"
SF-02 9' - 6" 10' - 0"
SF-03 11' - 0" 5' - 0"
SF-04 11' - 0" 10' - 0"
SF-05 9' - 6" 5' - 0"
SF-06 9' - 6" 10' - 0"
SF-07 12' - 0" 5' - 0"
SF-08 12' - 0" 10' - 0"
SF-09 10' - 0" 5' - 0"
SF-10 10' - 0" 10' - 0"
SF-11 6' - 8" 5' - 0"
SF-12 6' - 8" 10' - 0"
SF-13 10' - 0" 5' - 0"
SF-14 10' - 0" 10' - 0"
SF-15 11' - 0" 5' - 0"
SF-16 11' - 0" 7' - 6"
SF-17 11' - 0" 5' - 0"
SF-18 10' - 0" 10' - 0"
SF-19 20' - 0" 12' - 6"
SF-20 9' - 0" 3' - 0"
SF-21 9' - 0" 10' - 0"
SF-22 10' - 8" 3' - 0"
SF-23 10' - 8" 10' - 0"
SF-24 10' - 0" 3' - 0"
SF-25 10' - 0" 10' - 0"
SF-26 14' - 0" 3' - 0"
SF-27 14' - 0" 10' - 0"
SF-28 9' - 0" 3' - 0"
SF-29 9' - 0" 10' - 0"
SF-30 18' - 0" 10' - 0"
SF-31 10' - 0" 10' - 0"
SF-32 17' - 6" 7' - 6"
SF-33 17' - 0" 5' - 0"
SF-34 17' - 2" 2' - 0"
SF-35 9' - 8" 8' - 0"
SF-36 9' - 8" 10' - 0"
SF-37 8' - 8" 8' - 0"
SF-38 8' - 8" 10' - 0"
SF-39 6' - 8" 8' - 0"
SF-40 6' - 8" 10' - 0"
SF-41 13' - 0" 8' - 0"
SF-42 13' - 0" 10' - 0"
SF-43 9' - 0" 8' - 0"
SF-44 9' - 0" 10' - 0"
SF-45 9' - 0" 8' - 0"
SF-46 9' - 0" 10' - 0"
SF-47 5' - 0" 8' - 0"
SF-48 5' - 0" 10' - 0"
LEVEL 1
F.F.E. = 665' - 0"
LEVEL 2
F.F.E. = 674' - 3"
LEVEL 1
F.F.E. = 665' - 0"
LEVEL 2
F.F.E. = 674' - 3"
LEVEL 1
F.F.E. = 665' - 0"
LEVEL 2
F.F.E. = 674' - 3"
LEVEL 1
F.F.E. = 665' - 0"
LEVEL 2
F.F.E. = 674' - 3"
6' - 0"2' - 0"8' - 0"2' - 0"10' - 0"8"8' - 0"18' - 8"SF-35
SF-36
3' - 4 1/2"1' - 5 1/2"3' - 0"1' - 10"
9' - 8"6' - 0"2' - 0"2' - 0"6' - 0"2' - 0"10' - 0"8"8' - 0"18' - 8"4' - 4"2' - 0"2' - 4"
8' - 8"
SF-37
SF-38 6' - 0"2' - 0"2' - 0"6' - 0"2' - 0"10' - 0"8"8' - 0"18' - 8"4' - 0"2' - 8"
6' - 8"
SF-39
SF-40 6' - 0"2' - 0"2' - 0"6' - 0"2' - 0"10' - 0"8"8' - 0"18' - 8"4' - 0"2' - 0"4' - 0"3' - 0"
13' - 0"
SF-41
SF-428' - 0"8"2' - 0"8' - 0"18' - 8"2' - 8 1/4"6' - 3 3/4"
9' - 0"
SF-43
SF-44
5' - 0"2' - 0"2' - 0"
9' - 0"2' - 0"6' - 0"8"2' - 0"8' - 0"18' - 8"SF-46
SF-45
1' - 8"3' - 4"
5' - 0"2' - 0"6' - 0"8"2' - 0"8' - 0"18' - 8"SF-47
SF-48
C dwell design studio - ALL RIGHTS RESERVED
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD, SUITE 200
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/30/2022 11:56:35 AM C:\Users\lward\Documents\Revit\2247601_MCRT_Foundry_Option 5_laura_ward.rvtA08.21
2247601
STOREFRONT
SCHEDULE
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE X
MILL CREEK
RESIDENTIAL
TRUST, LLCTHE FOUNDRY619 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
LEVEL 1
F.F.E. = 665' - 0"
LEVEL 2
F.F.E. = 674' - 3"
STOREFRONT SCHEDULE
Storefront Number Length Height Manufacturer Comments
SF-01 9' - 6" 5' - 0"
SF-02 9' - 6" 10' - 0"
SF-03 11' - 0" 5' - 0"
SF-04 11' - 0" 10' - 0"
SF-05 9' - 6" 5' - 0"
SF-06 9' - 6" 10' - 0"
SF-07 12' - 0" 5' - 0"
SF-08 12' - 0" 10' - 0"
SF-09 10' - 0" 5' - 0"
SF-10 10' - 0" 10' - 0"
SF-11 6' - 8" 5' - 0"
SF-12 6' - 8" 10' - 0"
SF-13 10' - 0" 5' - 0"
SF-14 10' - 0" 10' - 0"
SF-15 11' - 0" 5' - 0"
SF-16 11' - 0" 7' - 6"
SF-17 11' - 0" 5' - 0"
SF-18 10' - 0" 10' - 0"
SF-19 20' - 0" 12' - 6"
SF-20 9' - 0" 3' - 0"
SF-21 9' - 0" 10' - 0"
SF-22 10' - 8" 3' - 0"
SF-23 10' - 8" 10' - 0"
SF-24 10' - 0" 3' - 0"
SF-25 10' - 0" 10' - 0"
SF-26 14' - 0" 3' - 0"
SF-27 14' - 0" 10' - 0"
SF-28 9' - 0" 3' - 0"
SF-29 9' - 0" 10' - 0"
SF-30 18' - 0" 10' - 0"
SF-31 10' - 0" 10' - 0"
SF-32 17' - 6" 7' - 6"
SF-33 17' - 0" 5' - 0"
SF-34 17' - 2" 2' - 0"
SF-35 9' - 8" 8' - 0"
SF-36 9' - 8" 10' - 0"
SF-37 8' - 8" 8' - 0"
SF-38 8' - 8" 10' - 0"
SF-39 6' - 8" 8' - 0"
SF-40 6' - 8" 10' - 0"
SF-41 13' - 0" 8' - 0"
SF-42 13' - 0" 10' - 0"
SF-43 9' - 0" 8' - 0"
SF-44 9' - 0" 10' - 0"
SF-45 9' - 0" 8' - 0"
SF-46 9' - 0" 10' - 0"
SF-47 5' - 0" 8' - 0"
SF-48 5' - 0" 10' - 0"
CODES AND STANDARDS
ITEM:GOVERNING DOCUMENT:
2018 NORTH CAROLINA STATE BUILDING CODE - (REF: 2015 INTERNATIONAL BUILDING CODE)
MECKLENGURG COUNTY REQUIREMENTS
ASCE 7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"
ACI 318-14 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"
TMS 402-13/ACI 530-13/ASCE 5-13 "BUILDING CODE REQUIREMENTS AND SPECIFICATIONS
FOR MASONRY STRUCTURES"
1. BUILDING
2. LOADS
3. CONCRETE
4. MASONRY
AISC "STEEL CONSTRUCTION MANUAL" 14TH EDITION5. STEEL
AWC "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" 2015 EDITION
AWC "SPECIAL DESIGN PROVISIONS FOR WIND & SEISMIC" 2015 EDITION6. WOOD
REFER TO CHAPTER 35 OF THE 2018 NCSBC FOR APPLICABLE VERSIONS OF OTHER STANDARDS
REFERENCED THROUGHOUT THE DRAWINGS.
7. OTHER REFERENCED
STANDARDS
CITY OF CHARLOTTE REQUIREMENTS
BUILDING STRUCTURAL LOADING
ITEM:DESIGN INFORMATION/LOADING:GOVERNING DOCUMENT:
ALLOWABLE BEARING PRESSURE = 5000 PSF
SUB-GRADE REACTION MODULUS = 120 PCI
UNIT WEIGHT OF SOIL = 120 PCF
ACTIVE EARTH PRESSURE = 45 PCF
AT-REST EARTH PRESSURE = 66 PCF
PASSIVE EARTH PRESSURE = 336 PCF
COEFFICIENT OF FRICTION = 0.35
1. SOIL LOADS
GEOTECHNICAL REPORT:
GEO-HYDRO ENGINEERS
DATED JULY 13, 2022 AND
SUPPLEMENTAL REPORTS
DATES OCTOBER 24, 2022
AND XXX
ULTIMATE DESIGN WIND SPEED = 115 MPH
NOMINAL DESIGN WIND SPEED = 89 MPH
RISK CATEGORY = II
EXPOSURE CATEGORY = B
INTERNAL PRESSURE COEFFICIENT = +/- 0.18
COMPONENTS AND CLADDING WIND PRESSURES = SEE
SCHEDULE ON S001
2. WIND DESIGN ASCE 7
EXPOSURE FACTOR = 0.9
THERMAL FACTOR = 1.0
IMPORTANCE FACTOR = 1.0
ROOF SLOPE FACTOR = 1.0
FLAT ROOF SNOW LOAD = 10 PSF
GROUND SNOW LOAD = 10 PSF
4. SNOW LOADS ASCE 7
IMPORTANCE FACTOR = 1.0
OCCUPANCY CATEGORY = II
SS = 0.239g
S1= 0.103g
SITE CLASS = D
SDS = 0.255g
SD1 = 0.164g
DESIGN CATEGORY = C
R (WOOD) = 6.5
Cs (WOOD) = X.XXX
ASD DESIGN BASE SHEAR (WOOD) = XXX KIPS
ANALYSIS PROCEDURE UTILIZED (WOOD) = EQUIVALENT
LATERAL FORCE PROCEDURE
3. SEISMIC DESIGN ASCE 7
SEISMIC RESISTING SYSTEM (WOOD) = LIGHT-FRAME BEARING
WALLS SHEATHED WITH WOOD STRUCTURAL PANELS
R (CONCRETE) = 5.0
Cs (CONCRETE) = X.XXX
ASD DESIGN BASE SHEAR (CONCRETE) = XXX KIPS
ANALYSIS PROCEDURE UTILIZED (CONCRETE) = EQUIVALENT
LATERAL FORCE PROCEDURE
SEISMIC RESISTING SYSTEM (CONCRETE) = ORDINARY
REINFORCED CONCRETE SHEAR WALLS
ASD DESIGN BASE SHEAR (TOTAL BUILDING) = XXX KIPS
ANALYSIS PROCEDURE UTILIZED (TOTAL BUILDING) = TWO-
STAGE
GRAVITY DEAD AND LIVE LOADS
UNIFORMLY DISTRIBUTED LOADS
SUPERIMPOSED DEAD LOAD LIVE LOAD
CONCENTRATED
LIVE LOADMATERIAL ELEMENT/AREA
TOP BOTTOM
15 PSFSLAB ON GRADE - RESIDENTIAL
SLAB ON GRADE - ASSEMBLY
AND CORRIDOR
CONCRETE
DESIGN LOADS
5 PSF
N/A
N/A
40 PSF
100 PSF
SLAB ON GRADE - LIGHT
STORAGE 5 PSF N/A 125 PSF
(1)
25 PSFUNITS 5 PSF 40 PSF
25 PSFASSEMBLY AND CORRIDOR 5 PSF 100 PSF
(4)
10 PSFBALCONIES N/A 60 PSF
WOOD FLOOR
DESIGN LOADS
15 PSFROOF TRUSSES
15 PSFROOF RAFTERS/JOISTS
WOOD ROOF
DESIGN LOADS
STAIRS N/A
STEEL DESIGN
LOADS N/A
UTILITY/LIGHT STORAGE 25 PSF 5 PSF 125 PSF
(1)
5 PSF
5 PSF
20 PSF (5)(6)
20 PSF (5)
300 LBS
100 PSF 300 LBS
(3)
1. LIVE LOAD REDUCTION IS NOT PERMITTED.
2. LOAD APPLIED TO AN AREA OF 4½"x4½".
3. LOAD APPLIED TO AN AREA OF 2"x2" ON STAIR TREADS NON-CONCURRENT WITH UNIFORM LIVE LOAD.
4. LOAD REPRESENTS ROOF LIVE LOAD. SEE SNOW LOAD SECTION FOR ADDITIONAL LOADING CONDITIONS TO BE
CONSIDERED. TRUSS MANUFACTURER TO CONSIDER UNBALANCED SNOW LOADS.
5. TRUSS MANUFACTURER TO APPLY ADDITIONAL BOTTOM CHORD LIVE LOAD FOR ATTIC SPACES BASED ON TRUSS
CONFIGURATIONS PER ASCE 7 REQUIREMENTS.
6. CONTRACTOR TO PROVIDE TRUSS MANUFACTURER WITH SPRINKLER SYSTEM DESIGN AND LAYOUT AND
COORDINATE ROOF AND FLOOR TRUSS DESIGN WITH SPRINKLER SYSTEM LOADING REQUIREMENTS.
7. HANDRAILS, GUARDRAILS, VEHICLE BARRIERS AND IMPACT LOADS SHALL BE APPLIED PER ASCE 7 REQUIREMENTS.
40 PSFROOF TRUSSES AT MECHANICAL 5 PSF 20 PSF
(5)(6)300 LBS
5 PSFSLAB ON GRADE - PARKING N/A 40 PSF
(1)3000 LBS (2)
20 PSFELEVATED SLAB - RESIDENTIAL 10 PSF 40 PSF
N/AELEVATED SLAB - PARKING 5 PSF 40 PSF
(1)3000 LBS (2)
ELEVATED SLAB - ASSEMBLY
AND CORRIDOR 20 PSF 10 PSF 100 PSF
ELEVATED SLAB - LIGHT
STORAGE 5 PSF 10 PSF 125 PSF
(1)
5 PSFSTAIRS 10 PSF 100 PSF 300 LBS
(3)
COMPONENTS AND CLADDING WIND PRESSURES
1
10 SQ. FT.
20 SQ. FT.
50 SQ. FT.
100 SQ. FT.
EFFECTIVE AREA ROOF ZONES WALL ZONES
1. WIND PRESSURES SHOWN ARE NOMINAL (0.6W).
2. COMPONENTS AND CLADDING SHALL BE DESIGNED TO RESIST BOTH NEGATIVE AND POSITIVE PRESSURES HAVING
MAGNITUDES SHOWN ABOVE.
3. SEE ASCE 7 FOR ZONE LOCATIONS.
4. EDGE DISTANCE DIMENSION "a" = 34'.
19.2 PSF
18.7 PSF
18.1 PSF
17.6 PSF
2
32.3 PSF
28.8 PSF
24.3 PSF
20.9 PSF
3
48.5 PSF
40.4 PSF
29.2 PSF
20.9 PSF
4
19.1 PSF
18.3 PSF
17.3 PSF
16.4 PSF
5
23.5 PSF
22.0 PSF
19.8 PSF
18.3 PSF
GENERAL PROVISIONS
ITEM: DESCRIPTION:
STRUCTURAL DRAWINGS ARE NOT STAND-ALONE CONSTRUCTION DOCUMENTS. THEY
REQUIRE THE USE OF TECHNICAL SPECIFICATIONS AND DESIGN DRAWINGS FROM ALL
NECESSARY DISCIPLINES TO EFFECTIVELY COMMUNICATE THE INTENDED DESIGN.
THE STRUCTURAL DESIGN INDICATED IS BASED ON THE COMPLETED WORK.
NOTES AND TYPICAL DETAILS APPLY GENERALLY THROUGHOUT THE PROJECT WHEREVER
CONDITIONS SIMILAR TO THOSE DEPICTED EXIST AND ARE NOT REFERENCED SPECIFICALLY IN
THE DOCUMENTS.
1. STRUCTURAL
DRAWINGS
SHOULD CONFLICTS ARISE BETWEEN THE QUANTITIES, SIZES, OR STRENGTHS INDICATED
WITHIN THE PLANS, SPECIFICATIONS, NOTES, OR DETAILS - THE MORE STRINGENT, LARGER,
OR HIGHER STRENGTH ELEMENT SHOULD BE CONSIDERED UNTIL DISCREPANCY IS PROPERLY
ADDRESSED.
2. STRUCTURAL
CONFLICTS
GENERAL CONTRACTOR SHALL REVIEW THE DESIGN DRAWINGS FOR ALL DISCIPLINES AND
NOTIFY THE ARCHITECT AND ENGINEERS OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH
THE WORK.
3. DISCREPANCIES
GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER SHOULD FIELD
CONDITIONS EXIST THAT DO NOT PERMIT THE CONSTRUCTION TO PROCEED IN ACCORDANCE
WITH THE CONSTRUCTION DOCUMENTS.
4. UNFORESEEN FIELD
CONDITIONS
MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE GENERAL
CONTRACTOR.
GENERAL CONTRACTOR SHALL INSURE THAT ITS OPERATIONS AND PROCEDURES DO NOT
RESULT IN THE APPLICATION OF LOADS TO ANY MEMBER GREATER THAN THE DESIGN LOADS
LISTED.
TEMPORARY BRACING OF THE STRUCTURE DURING CONSTRUCTION IS THE RESPONSIBILITY OF
THE GENERAL CONTRACTOR.
DESIGNS FOR SECONDARY ELEMENTS ASSOCIATED WITH SAFETY MEASURES ARE BEYOND THE
SCOPE OF THE STRUCTURAL DRAWINGS AND APPLICABLE DESIGNS SHOULD BE SUBMITTED TO
THE GENERAL CONTRACTOR.
5. MEANS AND
METHODS
RFI'S AND REQUESTS FOR SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT WITH
PROPOSED SOLUTIONS OR MODIFICATIONS.
WORK RELATED TO RFI'S AND SUBSTITUTION REQUESTS SHALL NOT COMMENCE UNTIL
APPROPRIATE APPROVAL IS PROVIDED.
6. RFI'S AND
SUBSTITUTIONS
SHOP DRAWINGS SHALL BE PREPARED BASED ON THE CONSTRUCTION DRAWINGS AND ANY
ADDENDUMS PRODUCED.
FABRICATION PRIOR TO SHOP DRAWING APPROVAL IS AT THE SOLE RISK OF THE GENERAL
CONTRACTOR.
SER IS NOT RESPONSIBLE FOR SHOP DRAWINGS NOT REVIEWED.
7. SHOP DRAWINGS
DIVISION 03 - CONCRETE
ITEM: DESCRIPTION:
FOOTINGS - 4500 PSI NW CONCRETE
FOUNDATION AND BASEMENT WALLS - 5000 PSI NW CONCRETE, AIR ENTRAINED
EXTERIOR AND/OR PARKING SLABS ON GRADE - 5000 PSI NW CONCRETE, AIR ENTRAINED
2. CONCRETE 28-DAY
DESIGN STRENGTH
4. MAXIMUM
WATER/CEMENT RATIO
6. AIR ENTRAINMENT
BILLET STEEL, GRADE 60, IN ACCORDANCE WITH ASTM A615
WELDED WIRE FABRIC IN ACCORDANCE WITH ASTM A185
LAP WELDED WIRE FABRIC 2 SQUARES OR 8" IN EACH DIRECTION MINIMUM
8. REINFORCEMENT
MAXIMUM 4" ± 1"
CAST AGAINST AND EXPOSED TO EARTH = 3"
EXPOSED TO EARTH OR WEATHER (#6 OR LARGER) = 2"
EXPOSED TO EARTH OR WEATHER (#5 OR SMALLER) = 1½"
9. CONCRETE COVER
10. TIES AND CHAIRS
11. FORMWORK AND
RESHORING
FORMWORK AND/OR RESHORING DESIGN SHALL BE PROVIDED BY OTHERS
RESHORING IS REQUIRED TO REMAIN IN PLACE AT ELEVATED SLABS FOR A MINIMUM OF 21
DAYS TO MINIMIZE EFFECTS OF LONG TERM DEFLECTION
12. SUBMITTALS
REQUIRED
SLEEVING PLAN FOR ELEVATED CONCRETE WORK
CONCRETE MIX DESIGN (INCLUDING ADMIXTURES)
REINFORCEMENT PLACEMENT DRAWINGS
FORMWORK AND SHORING DESIGNS
INTERIOR SLABS ON GRADE - 3500 PSI NW CONCRETE
ELEVATED SLABS - 6000 PSI NW CONCRETE
COLUMNS AND SHEAR WALLS - 5000 PSI NW CONCRETE
5. SLUMP MAY BE INCREASED WITH APPROVED ADMIXTURE
CONCRETE EXPOSED TO FREEZE AND THAW CYCLES AT FINAL USAGE SHALL BE IN
ACCORDANCE WITH ACI 318 TABLE 19.3.3.1
BILLET STEEL, GRADE 60, IN ACCORDANCE WITH ASTM A775/A775M
BEAMS AND COLUMNS = 1½"
INTERIOR WALLS AND SHEAR WALLS = 1½"
ELEVATED SLAB BOTTOM BARS = 1"
ELEVATED SLAB TOP BARS (EXTERIOR AND/OR PARKING SLABS) = 2"
ELEVATED SLAB TOP BARS (INTERIOR SLABS) = 1"
PROVIDE ADEQUATE TIES AND CHAIRS FOR REINFORCEMENT WITHIN SLABS, BEAMS,
COLUMNS AND WALLS TO MAINTAIN CORRECT SPACING AND COVER FROM FORMWORK
STRIPPING OF FORMWORK FOR ELEVATED SLABS MAY BE COMPLETED IN A MINIMUM OF 3
DAYS AND WHEN CONCRETE HAS REACHED A MINIMUM OF 75% OF THE DESIGN STRENGTH
TOWER CRANE LAYOUT AND FOUNDATION DESIGN
ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE"1. ADDITIONAL
STANDARDS ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT"
3500 PSI NW CONCRETE - 0.55
4500 PSI NW CONCRETE - 0.45
5000-6000 PSI NW CONCRETE - 0.40
CONCRETE EXPOSED TO DEICING CHEMICALS SHALL BE IN ACCORDANCE WITH ACI 318 TABLE
26.4.2.2(B)
3. CEMENTIOUS
MATERIAL
ALL NON-SHRINK GROUT SHALL CONFORM TO ASTM C1107
MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI
7. NON-SHRINK GROUT
DIVISION 04 - MASONRY
ITEM: DESCRIPTION:
FOUNDATION WALLS - f'm = 2000 PSI, CONCRETE MASONRY UNIT WITH TYPE S MORTAR
EXTERIOR/BEARING WALLS - f'm = 2000 PSI, CONCRETE MASONRY UNIT WITH TYPE S MORTAR
INTERIOR NON-BEARING WALLS - f'm = 1740 PSI, CONCRETE MASONRY UNIT WITH TYPE N
MORTAR
VENEER - f'm = 1098 PSI, CLAY MASONRY UNIT WITH TYPE N MORTAR
2. NET AREA
COMPRESSIVE
STRENGTH
CONCRETE - NORMAL WEIGHT ASTM C90 WITH COMPRESSIVE STRENGTH OF 2000 PSI
VENEER - MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI
3. MASONRY UNIT
4. MORTAR
ALL MASONRY GROUT SHALL CONFORM TO ASTM C476
MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI
MASONRY UNITS BELOW GRADE SHALL BE FULLY GROUTED
5. MASONRY GROUT
ALL MORTAR SHALL BE CEMENT-LIME OR MORTAR CEMENT CONFORMING TO ASTM C270
TYPE S - AVERAGE COMPRESSIVE STRENGTH OF 1800 PSI
TYPE N - AVERAGE COMPRESSIVE STRENGTH OF 750 PSI
9 GA. MINIMUM LADDER OR TRUSS TYPE
MAXIMUM 16" O.C. VERTICAL SPACING ABOVE GRADE UNLESS NOTED OTHERWISE
LAP 8" MINIMUM HORIZONTALLY
7. JOINT REINFORCING
BILLET STEEL, GRADE 60, IN ACCORDANCE WITH ASTM A615
PLACE BARS IN CENTER OF FULLY GROUTED MASONRY CELLS
LAP 2'-0" MINIMUM VERTICALLY
8. VERTICAL
REINFORCEMENT
HOHMANN AND BARNARD DW-10, HOHMANN AND BARNARD X-SEAL OR HECKMANN 315-D
ANCHORS SPACED EVERY 2.67 SQUARE FEET AND MAXIMUM 32" O.C. HORIZONTALLY AND 25"
O.C. VERTICALLY
9. VENEER ANCHORS PROVIDE ADDITIONAL ANCHORS AROUND OPENINGS LARGER THAN 16" IN EITHER DIMENSION
SPACE ANCHORS AROUND PERIMETER OF OPENING AT A MAXIMUM OF 3'-0" O.C. AND
WITHIN 12" OF OPENING
11. SUBMITTALS
REQUIRED
ACCESSORIES
MASONRY UNITS
MORTAR AND GROUT MIX DESIGNS (INCLUDING ADMIXTURES)
REINFORCEMENT PLACEMENT DRAWINGS
ALL MASONRY SHALL BE LAID WITH A RUNNING BOND PATTERN6. BOND PATTERN
PROVIDE CONTROL AND EXPANSION JOINTS PER "BRICK INDUSTRY OF AMERICA TECHNICAL
NOTE 18A" AND PER THE ARCHITECTURAL DRAWINGS.
10. VENEER CONTROL
AND EXPANSION JOINTS
NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA) TEK MANUAL
BRICK INDUSTRY OF AMERICA (BIA) TECHNICAL NOTES
1. ADDITIONAL
STANDARDS
MAXIMUM 8" O.C. VERTICAL SPACING BELOW GRADE UNLESS NOTED OTHERWISE
DIVISION 05 - METALS
ITEM: DESCRIPTION:
ASTM A992 FOR W-SHAPES (50 KSI)
ASTM A500 GR. B FOR HSS-SHAPES (42 KSI ROUND, 46 KSI RECTANGULAR)
ASTM A53 GR. B FOR PIPES (35 KSI)
ASTM A36 FOR PLATES, L-SHAPES, C-SHAPES, AND MC-SHAPES (36 KSI)
1. STRUCTURAL STEEL
PER AWS D1.1
USE E70XX ELECTRODE2. WELDS
U.N.O. ON DRAWINGS, CONNECTIONS ARE TO BE AISC STANDARD DESIGNED FOR THE ASD
REACTIONS INDICATED. WHERE REACTIONS ARE NOT PROVIDED, DESIGN FOR 50% OF
MAXIMUM ALLOWABLE STRESS.
3. CONNECTIONS
ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED OR UTILIZE AN APPROVED
PROTECTIVE COATING
4. CORROSION
RESISTANCE
PROVIDE PLANS, ELEVATIONS, SECTIONS, LOCATIONS, CONNECTIONS, AND CALCULATIONS
(SIGNED AND SEALED) FOR EACH OF THE FOLLOWING:
STRUCTURAL STEEL
PREFABRICATED STAIRS
GUARDRAILS
5. SUBMITTALS
REQUIRED
U.N.O. ON DRAWINGS, ALL ANCHORS BOLTS SHALL BE HILTI HEX HEAD ASTM F1554 GR. 36
DIVISION 06 - WOOD FRAMING
ITEM: DESCRIPTION:
SPF #2 FOR BEARING WALL STUDS, RAFTERS, JOISTS, HEADERS AND BEAMS UNLESS NOTED
OTHERWISE
1. DIMENSIONAL
LUMBER
SP #2 FOR BEARING WALL TOP AND BOTTOM PLATES AND FRAMING EXPOSED TO EXTERIOR
STUD GRADE LUMBER MAY BE USED AT NON-BEARING WALLS
LUMBER SHALL BE DELIVERED TO THE SITE WITH A MOISTURE CONTENT LESS THAN OR EQUAL
TO 19%
LVL BEAM - Fb (2600), FC PERP. (750), FV (285), E (2E6)
PSL BEAM - Fb (2900), FC PERP (750), FV (290), E (2E6)
PSL COLUMN - Fb (2400), FC (2500), FV (190), E (1.8E6)
WOLMANIZED PSL BEAM SERVICE LEVEL 2 - Fb (1827), FC PERP (338), FV (197), E (1.4E6)
WOLMANIZED PSL COLUMN SERVICE LEVEL 2 - Fb (1440), FC (1300), FV (120), E (1.2E6)
2. ENGINEERED
LUMBER
STRUCUTRAL SHEATHING PANELS SHALL BE APA RATED EXPOSURE I
EXTERIOR - 7/16" FIRE RATED OSB WITH CEMENTITIOUS COATING ON 2-SIDES (24/16 SPAN
RATING) OR 19/32" FIRE RETARDANT TREATED PLYWOOD (40/20 SPAN RATING)
FLOOR - 23/32" OSB (48/24 SPAN RATING)
FLAT ROOF - 23/32" OSB (48/24 SPAN RATING)
PITCHED ROOF - 19/32" OSB (40/20 SPAN RATING)
3. SHEATHING
TRUSS DESIGN AND INSTALLATION SHALL BE IN ACCORDANCE WITH "TRUSS PLATE INSTITUTE"
(TPI) AND "BUILDING COMPONENT SAFETY INFORMATION" (BCSI)
TRUSSES SHALL BE DESIGNED FOR LOADS INDICATED ON COVER SHEET IN ADDITION TO ANY
SPECIFIC LOADING SHOWN ON PLAN
ROOF TRUSS LOADING SHALL CONSIDER SNOW, SNOW DRIFTS, PONDING, AND LOADS
RESULTING FROM MECHANICAL EQUIPMENT
INDIVIDUAL ROOF TRUSS MEMBERS SHALL BE DESIGNED FOR COMPONENTS AND CLADDING
LOADS INDICATED
ROOF TRUSS UPLIFT REACTIONS SHALL BE BASED ON MAIN WIND FORCE PARAMETERS
INDICATED
LIVE LOAD DEFLECTION SHALL NOT EXCEED L/480 FOR FLOOR TRUSSES AND L/360 FOR ROOF
TRUSSES
TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/240 UP TO 1/2" FOR FLOOR TRUSSES AND 1"
FOR ROOF TRUSSES
DIFFERENTIAL TOTAL LOAD DEFLECTION OF ADJACENT TRUSSES SHALL NOT EXCEED 1/4" FOR
FLOOR TRUSSES AND 3/8" FOR ROOF TRUSSES
TRUSS DESIGNER IS RESPONSIBLE FOR ALL TRUSS-TO-TRUSS CONNECTIONS INCLUDING
CONNECTIONS FOR MULTI-PLY TRUSSES
TRUSSES SHALL NOT BE CUT, NOTCHED, OR MODIFIED IN ANY WAY WITHOUT PRIOR
APPROVAL FROM TRUSS DESIGNER
4. PRE-FABRICATED
TRUSSES
ALL LUMBER USED IN EXTERIOR APPLICATIONS OR IN CONTACT WITH MASONRY OR
CONCRETE SHALL BE PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA STANDARD U1
CONNECTORS AND FASTENERS IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL
HAVE COATING TYPES AND WEIGHTS IN ACCORDANCE WITH THE TREATED WOOD OR
CONNECTOR MANUFACTURER'S SPECIFICATIONS
5. PRESERVATIVE-
TREATED
7. CONNECTIONS
WOOD BLOCKING FOR SECONDARY, NON-STRUCTURAL ELEMENTS IS NOT INDICATED WITHIN
THE STRUCTURAL DRAWINGS, BUT SHOULD BE COORDINATED WITH OTHER TRADES
8. MISCELLANEOUS
FRAMING
LUMBER SPECIFICATIONS
SHEATHING
FLOOR TRUSSES CALCULATIONS (SIGNED AND SEALED) WITH LAYOUT SHEETS
ROOF TRUSSES CALCULATIONS (SIGNED AND SEALED) WITH LAYOUT SHEETS
CONNECTORS, FASTENERS, AND ADHESIVES
SPRINKLER SYSTEM DESIGN
9. SUBMITTALS
REQUIRED
ANCHOR ROD CALCULATIONS (SIGNED AND SEALED) WITH LAYOUT SHEETS (IF REQUIRED)
INTERIOR SHEAR WALLS - 7/16" OSB (24/16 SPAN RATING)
FLOOR AT EXTERIOR WALL - 23/32" FIRE RETARDANT TREATED PLYWOOD (48/24 SPAN RATING)
FLAT ROOF AT FIREWALL - 23/32" FIRE RETARDANT TREATED PLYWOOD (48/24 SPAN RATING)
PITCHED ROOF AT FIREWALL - 19/32" FIRE RETARDANT TREATED PLYWOOD (40/20 SPAN
RATING)
ALL LUMBER USED FOR EXTERIOR WALL FRAMING SHALL BE FIRE RETARDANT TREATED
ALL FLOOR SHEATHING PENETRATING EXTERIOR WALLS SHALL BE FIRE RETARDANT TREATED
PROVIDE FIRE RETARDANT TREATED ROOF SHEATHING FOR A DISTANCE OF 4' ON BOTH SIDES
OF FIREWALLS6. FIRE RETARDANT
TREATED
PANELS AT ROOFS AND FLOORS SHALL HAVE TONGUE AND GROOVE EDGES OR CLIPS SHALL BE
PROVIDED AT UNSUPPORTED PANEL EDGES
ALL PANELS SHALL BE INSTALLED PER APA RECOMMENDATIONS
PROVIDE ⅛" GAP BETWEEN ALL PANEL EDGE AND END JOINTS UNLESS OTHERWISE
RECOMMENDED BY THE PANEL MANUFACTURER
CONNECTORS AND FASTENERS SHALL BE INSTALLED AS SPECIFIED ON THE STRUCTURAL PLANS
AND IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS FOR MAXIMUM
CAPACITY UNLESS NOTED OTHERWISE
THRU BOLTED CONNECTIONS SHALL UTILIZE ASTM A307 GRADE A BOLTS UNLESS NOTED
OTHERWISE
DESIGN VALUE ADJUSTMENT FACTORS:
Fb CONNECTIONS
0.88
Ft
0.83
Fv
0.93
Fc
0.94
Fc
0.95
E
0.94
EMIN
0.94 0.90
LIST OF ABBREVIATIONS
A.B.ANCHOR BOLT LSL LAMINATED STRAND LUMBER
A.F.F. ABOVE FINISHED FLOOR LVL LAMINATED VENEER LUMBER
BM BEAM N.T.S. NOT TO SCALE
B.O.F. BOTTOM OF FOOTING O.C. ON CENTER
CANT. CANTILEVER O.F. OUTSIDE FACE
C.I.P. CAST IN PLACE OSB ORIENTED STRAND BOARD
C.J. CONTROL JOINT PL PLATE
CLR CLEAR PLF POUNDS PER LINEAR FOOT
COL. COLUMN PSF POUNDS PER SQUARE FOOT
CONT. CONTINUOUS PSI POUNDS PER SQUARE INCH
DBL DOUBLE PSL PARALLEL STRAND LUMBER
EA. EACH P.T. PRESERVATIVE TREATED
E.E. EACH END REQ REQUIRED
E.F. EACH FACE SER STRUCTURAL ENGINEER OF RECORD
E.J. EXPANSION JOINT S.O.G. SLAB ON GRADE
EL. ELEVATION SQ SQUARE
E.O.R. ENGINEER OF RECORD STL STEEL
E.O.S. EDGE OF SLAB S.W. SHEAR WALL
E.W. EACH WAY T & B TOP AND BOTTOM (REINFORCEMENT)
F.F.E. FINISHED FLOOR ELEVATION T & G TONGUE AND GROOVE
FRT FIRE RETARDANT TREATED T.O.B. TOP OF BEAM
FTAO FORCE TRANSFER AROUND OPENING T.O.C. TOP OF CONCRETE
FTG FOOTING T.O.F. TOP OF FOOTING
F.S. FOOTING STEP T.O.S. TOP OF STEEL
G.B. GRADE BEAM T.O.W. TOP OF WALL
G.T. GIRDER TRUSS TYP. TYPICAL
HDR HEADER U.N.O. UNLESS NOTED OTHERWISE
I.F. INSIDE FACE VEF VERTICAL EACH FACE
LLH LONG LEG HORIZONTAL WF WIDE FLANGE SECTION
LLV LONG LEG VERTICAL W.W.M. WELDED WIRE MESH
LONG LONGITUDINAL W/ WITH
DIVISION 31 - EARTHWORK
ITEM: DESCRIPTION:
EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT
FROM GEO-HYDRO ENGINEERS DATED JULY 13, 2022 AND SUPPLEMENTAL REPORTS.
1. GEOTECHNICAL
REPORT
SEE BUILDING STRUCTURAL LOADING NOTES FOR SOIL DESIGN INFORMATION.
SOIL BEARING CAPACITY SHALL BE VERIFIED BY A GEOTECHNICAL ENGINEER JUST PRIOR TO
PLACEMENT OF FOUNDATION.
2. SOIL DESIGN VALUES
BOTTOM OF FOOTINGS SHALL BE PLACED AT THE LOWEST OF:
A) ELEVATIONS INDICATED ON THE FOUNDATION PLANS
B) ELEVATIONS REQUIRED TO MAINTAIN A FROST DEPTH OF 18" BELOW FINISH GRADE
C) ELEVATIONS REQUIRED TO MAINTAIN A MAXIMUM SLOPE OF 2H:1V FROM BOTTOM
OF ADJACENT UTILITIES AND FOUNDATIONS
3. FOOTING
ELEVATIONS
UTILIZE GRANULAR MATERIAL WITH THE PARAMETERS AS SPECIFIED WITHIN THE
GEOTECHNICAL REPORT.
6. BACKFILL MATERIAL
AND OPERATIONS
THE BOTTOM OF ALL EXCAVATION SHALL BE DRY AND LEVEL PRIOR TO PLACEMENT OF
SUBBASE AND CONCRETE.7. DEWATERING
PROTECT EXISTING UNDERGROUND UTILITIES FROM DAMAGE DURING EARTHWORK
PROCEDURES.8. EXISTING UTILITIES
SITE WORK SHALL BE COMPLETED IN ACCORDANCE WITH LOCAL REGULATIONS AND OSHA
REQUIREMENTS.9. SAFETY PROVISIONS
MIN. 10 MIL VAPOR BARRIER BELOW ALL SLABS ON GRADE AS SPECIFIED IN THE
GEOTECHNICAL REPORT.
MIN. 4" LAYER OF OPEN-GRADED STONE AS SPECIFIED IN THE GEOTECHNICAL REPORT.
COORDINATE ADDITIONAL REQUIREMENTS WITH ARCHITECTURAL DRAWINGS AND
GEOTECHNICAL REPORT.
5. VAPOR BARRIER AND
SUB-BASE MATERIAL
NO HEAVY COMPACTION EQUIPMENT IS PERMITTED WITHIN 5 FEET OF BASEMENT WALLS.
PROTECT SUBGRADE FROM FREEZING PRIOR TO PLACEMENT OF FOUNDATIONS AND SLABS
ON GRADE.4. SUBGRADE
FOUNDATION WALLS BELOW GRADE AND LOWEST LEVEL SLAB SHALL BE BACKFILLED ON
BOTH SIDES SIMULTANEOUSLY
BASEMENT/FOUNDATION WALLS ABOVE THE LOWEST LEVEL SLAB SHALL NOT BE BACKFILLED
UNTIL UPPER FLOOR OR ROOF IS IN PLACE
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:17 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS00.01
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DDS-025-22
DESIGN
CRITERIA AND
STRUCTURAL
SPECIFICATIONS
SCHEMATIC DESIGN PACKAGE
FOUNDRY
601-622 SOUTH CEDAR ST. CHARLOTTE, NC
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCSHEET INDEX
SHEET # SHEET NAME
SD SUBMISSIONS00.01 DESIGN CRITERIA AND STRUCTURAL SPECIFICATIONS X
S00.02 GENERAL SCHEDULES AND SPECIAL INSPECTIONS X
S00.03 COUNTY SPECIAL INSPECTIONS FORMS X
S01.11 TYPICAL FOUNDATION DETAILS X
S01.12 FOUNDATION DETAILS X
S01.21 CONCRETE COLUMN DETAILS X
S01.41 TYPICAL ELEVATED SLAB DETAILS X
S01.42 ELEVATED SLAB DETAILS X
S01.61 MASONRY DETAILS X
S02.01A FOUNDATION PLAN - PART A X
S02.01B FOUNDATION PLAN - PART B X
S02.01C FOUNDATION PLAN - PART C X
S02.02A LEVEL 2 ELEVATED SLAB PLAN - PART A X
S02.02B LEVEL 2 SLAB/FOUNDATION PLAN - PART B X
S02.02C LEVEL 2 ELEVATED SLAB PLAN - PART C X
S02.03A LEVEL 3 ELEVATED SLAB PLAN - PART A X
S02.03AR LEVEL 3 ELEVATED SLAB REINF. PLAN - PART A X
S02.03B LEVEL 3 ELEVATED SLAB PLAN - PART B X
S02.03BR LEVEL 3 ELEVATED SLAB REINF. PLAN - PART B X
S02.03C LEVEL 3 ELEVATED SLAB PLAN - PART C X
S02.03CR LEVEL 3 ELEVATED SLAB REINF. PLAN - PART C X
S02.04A LEVEL 4 ELEVATED SLAB PLAN - PART A X
S02.04AR LEVEL 4 ELEVATED SLAB REINF. PLAN - PART A X
S02.04B LEVEL 4 ELEVATED SLAB PLAN - PART B X
S02.04BR LEVEL 4 ELEVATED SLAB REINF. PLAN - PART B X
S02.04C LEVEL 4 ELEVATED SLAB PLAN - PART C X
S02.04CR LEVEL 4 ELEVATED SLAB REINF. PLAN - PART C X
S02.05A LEVEL 5 ELEVATED SLAB PLAN - PART A X
S02.05AR LEVEL 5 ELEVATED SLAB REINF. PLAN - PART A X
S02.05B LEVEL 5 ELEVATED SLAB PLAN - PART B X
S02.05BR LEVEL 5 ELEVATED SLAB REINF. PLAN - PART B X
S02.06A LEVEL 6 ELEVATED SLAB PLAN - PART A X
S02.06AR LEVEL 6 ELEVATED SLAB REINF. PLAN - PART A X
S02.06B LEVEL 6 ELEVATED SLAB PLAN - PART B X
S02.06BR LEVEL 6 ELEVATED SLAB REINF. PLAN - PART B X
S03.05C LEVEL 5 FLOOR FRAMING PLAN - PART C X
S03.06C LEVEL 6 FLOOR FRAMING PLAN - PART C X
S03.07A LEVEL 7 FLOOR FRAMING PLAN - PART A X
S03.07B LEVEL 7 FLOOR FRAMING PLAN - PART B X
S03.07C LEVEL 7 FLOOR FRAMING PLAN - PART C X
S03.08A LEVEL 8 FLOOR FRAMING PLAN - PART A X
S03.08B LEVEL 8 FLOOR FRAMING PLAN - PART B X
S03.08C LEVEL 8 FLOOR FRAMING PLAN - PART C X
S03.09A LEVEL 9 FLOOR FRAMING PLAN - PART A X
S03.09B LEVEL 9 FLOOR FRAMING PLAN - PART B X
S03.09C LEVEL 9 LOW ROOF FRAMING PLAN - PART C X
S03.10A LEVEL 10 FLOOR FRAMING PLAN - PART A X
S03.10B LEVEL 10 FLOOR FRAMING PLAN - PART B X
S03.11A LEVEL 11 ROOF FRAMING PLAN - PART A X
S03.11B LEVEL 11 ROOF FRAMING PLAN - PART B X
S04.01A SHEAR WALL LAYOUT PLAN - PART A X
S04.01B SHEAR WALL LAYOUT PLAN - PART B X
S04.01C SHEAR WALL LAYOUT PLAN - PART C X
S04.11 SHEAR WALL DETAILS X
S05.11 TYPICAL WOOD FRAMING DETAILS X
S05.12 WOOD FRAMING DETAILS X
S05.13 WOOD FRAMING AT BALCONIES X
S05.21 ROOF FRAMING DETAILS X
TOTAL SHEETS: 58
DATE DESCRIPTION REV
SPECIAL INSPECTIONS
1. THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PROVIDE SPECIAL INSPECTIONS AND
TESTS DURING CONSTRUCTION FOR ALL STRUCTURAL SYSTEMS AND ELEMENTS LISTED HEREIN.
4. APPROVED AGENCIES SHALL KEEP DETAILED RECORDS OF ALL SPECIAL INSPECTIONS AND TESTS AND SHALL SUBMIT REPORTS IN A TIMELY
FASHION TO THE BUILDING OFFICIAL AND SER WHICH INDICATE THAT WORK INSPECTED OR TESTED WAS OR WAS NOT COMPLETED IN
CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS.
2. IN ADDITION TO THE SPECIAL INSPECTIONS PROGRAM, QUALITY CONTROL PROGRAMS AND PROCEDURES SHALL BE IMPLEMENTED BY ALL
CONTRACTORS, SUBCONTRACTORS, SUPPLIERS, AND OTHER ENTITIES FURNISHING MATERIALS OR PERFORMING ANY WORK ON THE PROJECT.
3. CREDENTIALS OF ALL APPROVED AGENCIES AND SPECIAL INSPECTORS SHALL BE PROVIDED TO THE BUILDING OFFICIAL AND SER PRIOR TO THE
START OF CONSTRUCTION.
5. DISCREPANCIES BETWEEN THE INSPECTED WORK AND THE APPROVED CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE
ATTENTION OF THE GENERAL CONTRACTOR FOR CORRECTION. IF THEY ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE BUILDING OFFICIAL AND SER PRIOR TO THE COMPLETION OF THAT PHASE OF WORK.
6. APPROVED AGENCIES SHALL SUBMIT A FINAL REPORT TO THE BUILDING OFFICIAL AND SER DOCUMENTING THE REQUIRED SPECIAL INSPECTIONS
AND TESTS, THE CORRECTION OF ANY DISCREPANCIES, AND INDICATING THAT THE FINAL INSPECTED CONSTRUCTION IS IN CONFORMANCE WITH
THE APPROVED CONSTRUCTION DOCUMENTS.
7. SPECIAL INSPECTIONS SHALL BE PERFORMED ON A CONTINUOUS OR PERIODIC BASIS AS INDICATED. CONTINUOUS AND PERIODIC SPECIAL
INSPECTIONS ARE DEFINED AS:
A. CONTINUOUS - SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS PRESENT CONTINUOUSLY WHEN AND WHERE THE WORK TO BE
INSPECTED IS BEING PERFORMED.
B. PERIODIC - SPECIAL INSPECTION BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS
BEEN OR IS BEGIN PERFORMED.
8. SPECIAL INSPECTIONS OF SHOP FABRICATED STRUCTURAL, LOAD-BEARING OR LATERAL LOAD-RESISTING MEMBERS OR ASSEMBLIES SHALL BE
CONDUCTED ON THE PREMISES OF THE FABRICATOR'S SHOP DURING FABRICATION.
9. SPECIAL INSPECTIONS ARE NOT REQUIRED FOR FABRICATORS REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL
INSPECTIONS BY A QUALIFIED SPECIAL INSPECTIONS AGENCY.
10. AT THE COMPLETION OF FABRICATION, REGISTERED AND APPROVED FABRICATORS SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE
OWNER OR THE OWNER'S AUTHORIZED AGENT FOR SUBMITTAL TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN
ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.
SOILS (2018 NCSBC TABLE 1705.6)
REQUIRED TYPE FREQUENCY
YES 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING
CAPACITY.PERIODIC
YES 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. PERIODIC
YES 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.PERIODIC
YES 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESS DURING PLACEMENT AND COMPACTION OF
COMPACTED FILL.CONTINUOUS
YES 5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED
PROPERLY.PERIODIC
CONCRETE (2018 NCSBC TABLE 1705.3)
REQUIRED TYPE FREQUENCY REF. STANDARD IBC REF.
YES 1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND
VERIFY PLACEMENT.PERIODIC ACI 318: CH. 20, 25.2,
25.3, 26.6.1-26.6.3 1908.4
NO 2. REINFORCING BAR WELDING:
NO A. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM
A706.PERIODIC
AWS D1.4
ACI 318: 26.6.4 -NO B. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16"; AND PERIODIC
NO C. INSPECT ALL OTHER WELDS.CONTINUOUS
YES 3. INSPECT ANCHORS CAST IN CONCRETE.PERIODIC ACI 318: 17.8.2 -
YES 4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS.
NO A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY
INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS.CONTINUOUS ACI 318: 17.8.2.4
YES B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN
4.A.PERIODIC ACI 318: 17.8.2
-
YES 5. VERIFY USE OF REQUIRED MIX DESIGN.PERIODIC
1904.1,
1904.2,
1908.2,
1908.3
ACI 318: CH. 19, 26.4.3,
26.4.4
YES
6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH
TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE
TEMPERATURE OF THE CONCRETE.
CONTINUOUS
ASTM C172
ASTM C31
ACI 318: 26.5, 26.12
1908.10
YES 7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER
APPLICATION TECHNIQUES.CONTINUOUS ACI 318: 26.5
1908.6,
1908.7,
1908.8
YES 8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND
TECHNIQUES.PERIODIC 1908.9ACI 318: 26.5.3-26.5.5
NO 9. INSPECT PRESTRESSED CONCRETE FOR:
NO A. APPLICATION OF PRESTRESSING FORCES; AND CONTINUOUS ACI 318: 26.10NO B. GROUTING OF BONDED PRESTRESSING TENDONS. CONTINUOUS -
NO 10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.PERIODIC ACI 318: CH. 26.9 -
YES
11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS
IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND
FORMS FROM BEAMS AND STRUCTURAL SLABS.
PERIODIC ACI 318: 26.11.2 -
YES 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE
CONCRETE MEMBER BEING FORMED.PERIODIC -ACI 318: 26.11.1.2(b)
MASONRY (2018 IBC 1705.4)
YES 1. AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING
SHALL BE VERIFIED TO ENSURE COMPLIANCE:
YES A. PROPORTIONS OF SITE-PREPARED MORTAR PERIODIC ART. 2.1, 2.6A, 2.6C
NO B. GRADE AND SIZE OF PRESTRESSING TENDONS AND
ANCHORAGE PERIODIC ART. 2.4B, 2.4H
YES
C. GRADE, TYPE AND SIZE OF REINFORCEMENT,
CONNECTORS, ANCHOR BOLTS, AND PRESTRESSING
TENDONS AND ANCHORAGES
PERIODIC ART. 3.4, 3.6A
NO D. PRESTRESSING TECHNIQUE PERIODIC ART. 3.6B
NO E. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY SEE NOTE (A) ART. 2.1C.1
YES 2. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN
COMPLIANCE:
YES A. GROUT SPACE PERIODIC ART. 3.2D, 3.2F
B. PLACEMENT OF PRESTRESSING TENDONS AND
ANCHORAGESNO PERIODIC SEC. 10.8, 10.9 ART. 2.4, 3.6
YES C. PLACEMENT OF REINFORCEMENT, CONNECTORS, AND
ANCHOR BOLTS PERIODIC ART. 3.2E, 3.4
YES D. PROPORTIONS OF SITE-PREPARED GROUT AND
PRESTRESSING GROUT FOR BONDED TENDONS PERIODIC ART. 2.6B, 2.4G.1.B
SEC. 6.1, 6.3.1, 6.3.6,
6.3.7
YES 3. VERIFY COMPLIANCE OF THE FOLLOWING DURING
CONSTRUCTION:
YES C. SIZE AND LOCATION OF STRUCTURAL MEMBERS PERIODIC ART. 3.3F
D. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING
OTHER DETAILS OF ANCHORAGE OF MASONRY TO
STRUCTURAL MEMBERS, FRAMES, OR OTHER
CONSTRUCTION
YES PERIODIC SEC. 1.2.1(E), 6.2.1,
6.3.1
NO E. WELDING OF REINFORCEMENT CONTINUOUS SEC. 6.1.6.1.2
F. PREPARATION, CONSTRUCTION, AND PROTECTION OF
MASONRY DURING COLD WEATHER (<40°F) OR HOT
WEATHER (>90°F)
YES PERIODIC ART. 1.8C,1.8D
NO G. APPLICATION AND MEASUREMENT OF PRESTRESSING
FORCE CONTINUOUS ART. 3.6B
YES H. PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR
BONDED TENDONS IS IN COMPLIANCE CONTINUOUS ART. 3.5, 3.6C
NO I. PLACEMENT OF AAC MASONRY UNITS AND
CONSTRUCTION OF THIN-BED MORTAR JOINTS SEE NOTE (A) ART. 3.3B.9, 3.3F.1B
4. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR
SPECIMENS, AND/OR PRISMSYES PERIODIC
ART. 1.4B.2.A.3,
1.4B.2.B.3, 1.4B.2.C.3,
1.4B.3, 1.4B.4
(A) CONTINUOUS REQUIRED FOR THE FIRST 5000 FT² OF AAC MASONRY AND PERIODIC REQUIRED AFTER THE FIRST 5000 FT² OF AAC MASONRY.
LEVEL 2 MINIMUM SPECIAL INSPECTIONS (TMS402/602-16: TABLE 4)
REFERENCE FOR CRITERIA
TMS 402 TMS 602
REQUIRED INSPECTION TASK FREQUENCY
NO F. SAMPLE PANEL CONSTRUCTION PERIODIC ART. 1.6D
YES A. MATERIALS AND PROCEDURES WITH THE APPROVED
SUBMITTALS PERIODIC ART. 1.5
YES B. PLACEMENT OF MASONRY UNITS AND MORTAR JOINT
CONSTRUCTION PERIODIC ART. 3.3B
MASONRY CONT. (2018 IBC 1705.4)
LEVEL 2 MINIMUM VERIFICATIONS (TMS402/602-16: TABLE 3)
YES 1. PRIOR TO CONSTRUCTION, VERIFY COMPLIANCE OF
SUBMITTALS N/A ART. 1.5
REFERENCE FOR CRITERIA
TMS 402 TMS 602
REQUIRED INSPECTION TASK FREQUENCY
YES 2. PRIOR TO CONSTRUCTION, VERIFY F'M AND F'AAC, EXCEPT
WHERE SPECIFICALLY EXEMPTED BY THE CODE N/A ART. 1.4B
3. DURING CONSTRUCTION, VERIFY SLUMP FLOW AND VISUAL
STABILITY INDEX (VSI) WHEN SELF-CONSOLIDATING GROUT IS
DELIVERED TO THE PROJECT SITE
YES N/A ART. 1.5, 1.6.3
NO 4. DURING CONSTRUCTION, VERIFY F'M AND F'AAC FOR EVERY
5000 FT2 N/A ART. 1.4B
5. DURING CONSTRUCTION, VERIFY PROPORTIONS OF
MATERIALS AS DELIVERED TO THE PROJECT SITE FOR PREMIXED
OR PREBLENDED MORTAR, PRESTRESSING GROUT, AND GROUT
OTHER THAN SELF-CONSOLIDATING GROUT
NO N/A ART. 1.4B
STRUCTURAL STEEL (2018 IBC 1705.2.1)
INSPECTION OF WELDING
INSPECTION TASKS PRIOR TO WELDING (AISC 360-16: TABLE N5.4-1)
REQUIRED INSPECTION TASK FREQUENCY (A)(B)DESCRIPTION
2. WELDING PROCEDURE SPECIFICATIONS (WPSS)
AVAILABLEYES PERFORM
3. MANUFACTURER CERTIFICATIONS FOR WELDING
CONSUMABLES AVAILABLEYES PERFORM
YES 4. MATERIAL IDENTIFICATION (TYPE/GRADE) OBSERVE
THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL
MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS
WELDED A JOINT OR MEMBER CAN BE IDENTIFIEDOBSERVE5. WELDER IDENTIFICATION SYSTEMYES
STAMPS, IF USED, SHALL BE THE LOW-STRESS TYPE
JOINT PREPARATION
CLEANLINESS (CONDITION OF STEEL SURFACES)
TACKING (TACK WELD QUALITY AND LOCATION)
BACKING TYPE AND FIT (IF APPLICABLE)
DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE,
BEVEL)
OBSERVE6. FIT-UP GROOVE WELDS (INCLUDING JOINT
GEOMETRY)YES
YES 8. CONFIGURATION AND FINISH OF ACCESS HOLES OBSERVE
DIMENSIONS (ALIGNMENT, GAPS AT ROOT)
CLEANLINESS (CONDITION OF STEEL SURFACES)
TACKING (TACK WELD QUALITY AND LOCATION)
OBSERVE9. FIT-UP FILLET WELDSYES
INSPECTION TASKS DURING WELDING (AISC 360-16: TABLE N5.4-2)
REQUIRED INSPECTION TASK FREQUENCY
(A)(B)DESCRIPTION
PACKAGING
EXPOSURE CONTROL
1. CONTROL AND HANDLING OF WELDING
CONSUMABLESYES OBSERVE
YES 2. NO WELDING OVER CRACKED TACK WELDS OBSERVE
WIND SPEED WITHIN LIMITS
PRECIPITATION AND TEMPERATURE
3. ENVIRONMENTAL CONDITIONSYES OBSERVE
SETTINGS ON WELDING EQUIPMENT
TRAVEL SPEED
SELECTED WELDING MATERIALS
SHIELDING GAS TYPE/FLOW RATE
PREHEAT APPLIED
INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.)
PROPER POSITION (F, V, H, OH)
YES 4. WELDING PROCEDURES SPECIFICATION (WPS)
FOLLOWED OBSERVE
INTERPASS AND FINAL CLEANING
EACH PASS WITHIN PROFILE LIMITATIONS
EACH PASS MEETS QUALITY REQUIREMENTS
YES 5. WELDING TECHNIQUES OBSERVE
INSPECTION TASKS AFTER WELDING (AISC 360-16: TABLE N5.4-3)
REQUIRED INSPECTION TASK FREQUENCY
(A)(B)DESCRIPTION
YES 1. WELDS CLEANED OBSERVE
YES 2. SIZE, LENGTH, AND LOCATION OF WELDS PERFORM
CRACK PROHIBITION
WELD/BASE-METAL FUSION
CRATER CROSS SECTION
WELD PROFILES
WELD SIZE
UNDERCUT
POROSITY
YES 3. WELDS MEET VISUAL ACCEPTANCE CRITERIA PERFORM
YES 4. ARC STRIKES PERFORM
WHEN WELDING OF DOUBLER PLATES, CONTINUITY
PLATES, OR STIFFENERS HAS BEEN PERFORMED IN THE
K-AREA, VISUALLY INSPECT THE WEB K-AREA FOR
CRACKS WITHIN 3 IN. OF THE WELD.
PERFORMYES 5. K-AREA
7. BACKING REMOVED AND WELD TABS REMOVED (IF
REQUIRED)YES PERFORM
YES 8. REPAIR ACTIVITIES PERFORM
9. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED
JOINT OR MEMBERYES PERFORM
INSPECTION TASKS PRIOR TO BOLTING (AISC 360-16: TABLE N5.6-1)
REQUIRED INSPECTION TASK FREQUENCY
(A)(B)DESCRIPTION
INSPECTION OF BOLTING
1. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR
FASTENER MATERIALSYES PERFORM
2. FASTENERS MARKED IN ACCORDANCE WITH ASTM
REQUIREMENTSYES OBSERVE
3. CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL
(GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE
EXCLUDED FROM SHEAR PLANE)
YES OBSERVE
4. CORRECT BOLTING PROCEDURE SELECTED FOR JOINT
DETAILYES OBSERVE
7. CORRECT STORAGE PROVIDED FOR BOLTS, NUTS,
WASHERS, AND OTHER FASTENER COMPONENTSYES OBSERVE
5. CONNECTING ELEMENTS, INCLUDING THE
APPROPRIATE FAYING SURFACE CONDITION AND HOLE
PENETRATION, IF SPECIFIED, MEET APPLICABLE
REQUIREMENTS
YES OBSERVE
6. PRE-INSTALLATION VERIFICATION TESTING BY
INSTALLATION PERSONNEL OBSERVED AND
DOCUMENTED FOR FASTENER ASSEMBLIES AND
METHODS USED.
YES OBSERVE
1. WELDER QUALIFICATOIN RECORDS AND CONTINUITY
RECORDSYES OBSERVE
JOINT PREPARATION
CLEANLINESS (CONDITION OF STEEL SURFACES)
TACKING (TACK WELD QUALITY AND LOCATION)
BACKING TYPE AND FIT (IF APPLICABLE)
DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE,
BEVEL)
OBSERVE
7. FIT-UP CJP GROOVE WELDS OF HSS T-, Y-, AND K-
JOINTS WITHOUT BACKING (INLUDING JOINT
GEOMETRY)
YES
6. PLACEMENT AND INSTALLATION OF STEEL HEADED
STUD ANCHORSYES PERFORM
6. WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND
BUILT-UP HEAVY SHAPESYES PERFORM
10. NO PROHIBITED WELDS HAVE BEEN ADDED
WITHOUT THE APPROVAL OF THE EORYES OBSERVE
INSPECTION TASKS DURING BOLTING (AISC 360-16: TABLE N5.6-2)
REQUIRED INSPECTION TASK FREQUENCY
(A)(B)DESCRIPTION
1. FASTENER ASSEMBLIES, OF SUITABLE CONDITION,
PLACED IN ALL HOLES AND WASHERS (IF REQUIRED) ARE
POSITIONED AS REQUIRED
YES OBSERVE
2. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION
PRIOR TO PRETENSIONING OPERATIONYES OBSERVE
3. FASTENER COMPONENT NOT TURNED BY THE
WRENCH PREVENTED FROM ROTATINGYES OBSERVE
4. FASTENERS ARE PRETENSIONED IN ACCORDANCE
WITH THE RCSC SPECIFICATION, PROGRESSING
SYSTEMATICALLY FROM THE MOST RIGID POINT
TOWARD THE FREE EDGES
YES OBSERVE
INSPECTION TASKS AFTER BOLTING (AISC 360-16: TABLE N5.6-3)
REQUIRED INSPECTION TASK FREQUENCY
(A)(B)DESCRIPTION
1. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED
CONNECTIONSYES PERFORM
OTHER INSPECTION TASKS (AISC 360-16: N5.8)
REQUIRED INSPECTION TASK FREQUENCY
(A)(B)DESCRIPTION
AS A MINIMUM, THE DIAMETER, GRADE, TYPE, AND
LENGTH OF THE ANCHOR ROD OR EMBEDDED ITEM,
AND THE EXTENT OR DEPTH OF EMBEDMENT INTO THE
CONCRETE, SHALL BE VERIFIED PRIOR TO PLACEMENT OF
CONCRETE
PERFORM
1. VERIFY PLACEMENT OF ANCHOR RODS AND OTHER
EMBEDMENTS SUPPORTING STRUCTURAL STEEL ARE IN
COMPLIANCE WITH CONSTRUCTION DOCUMENTS
YES
BRACES
STIFFENERS
MEMBER LOCATIONS
PROPER APPLICATION OF JOINT DETAILS AT EACH
CONNECTION
OBSERVE
2. INSPECT THE FABRICATED STEEL OR ERECTED STEEL
FRAME, AS APPROPRIATE, TO VERIFY COMPLIANCE WITH
THE CONSTRUCTION DOCUMENTS
YES
(A) OBSERVE - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS.
(B) PERFORM - PERFORM THESE TASKS FOR EACH CONNECTION.
INSPECTION OF GALVANIZED STRUCTURAL STEEL MAIN MEMBERS (AISC 360-16: N5.7)
REQUIRED INSPECTION TASK FREQUENCY
(A)(B)DESCRIPTION
1. VISUALLY INSPECT CUT SURFACES OF GALVANIZED
STRUCTURAL STEEL MAIN MEMBERS AND EXPOSED
CORNERS OF RECTANGULAR HSS'S FOR CRACKS
SUBSEQUENT TO GALVANIZING
YES PERFORM
STRUCTURAL STEEL CONT. (2018 IBC 1705.2.1)UNCOATED BARSBAR SIZE LAP
CLASS
#3 A
1. LENGTHS SHOWN ARE BASED ON GRADE 60 REINFORCING BARS AND NORMAL-WEIGHT CONCRETE. FOR LIGHTWEIGHT AGGREGATE CONCRETE MULTIPLY LENGTHS BY 1.3.
2. FOR BEAMS AND COLUMNS, CASE 1 IS DEFINED AS MEMBERS HAVING COVER AT LEAST (1) BAR DIAMETER AND A CENTER-TO-CENTER SPACING AT LEAST (2) BAR DIAMETERS AND CASE 2 IS DEFINED AS MEMBERS HAVING COVER
LESS THAN (1) BAR DIAMETER OR A CENTER-TO-CENTER SPACING LESS THAN (2) BAR DIAMETERS.
3. FOR ALL MEMBERS EXCEPT BEAMS AND COLUMNS, CASE 1 IS DEFINED AS MEMBERS HAVING COVER AT LEAST (1) BAR DIAMETER AND A CENTER-TO-CENTER SPACING AT LEAST (3) BAR DIAMETERS AND CASE 2 IS DEFINED AS
MEMBERS HAVING COVER LESS THAN (1) BAR DIAMETER OR A CENTER-TO-CENTER SPACING LESS THAN (3) BAR DIAMETERS.
4. LAP CLASS A LENGTHS ARE REQUIRED TENSION DEVELOPMENT LENGTHS, Ld.
5. LAP SPLICE LENGTHS ARE MULTIPLES OF TENSION DEVELOPMENT LENGTHS; CLASS A = 1.0Ld AND CLASS B = 1.3Ld.
6. "TOP BARS" ARE DEFINED PER ACI AS HORIZONTAL REINFORCEMENT PLACED SO THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE.
7. "OTHER BARS" ARE ALL BARS THAT ARE NOT DEFINED AS "TOP BARS" PER NOTE 6.
8. WHEN TENSION LAPPING A SMALLER DIAMETER BAR WITH A LARGER DIAMETER BAR, USE THE LAP LENGTH OF THE LARGER BARS.
f'c = 3500 psi
TOP BARS OTHER BARS
CASE 1 CASE 2 CASE 1 CASE 2
#4
#5
#6
#7
#8
#9
#10
#11
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
A
B
f'c = 4500 psi
TOP BARS OTHER BARS
CASE 1 CASE 2 CASE 1 CASE 2
f'c = 5000 psi
TOP BARS OTHER BARS
CASE 1 CASE 2 CASE 1 CASE 2
f'c = 6000 psi
TOP BARS OTHER BARS
CASE 1 CASE 2 CASE 1 CASE 2
18"
23"
23"
30"
29"
38"
35"
45"
51"
66"
58"
76"
66"
85"
74"
96"
82"
107"
26"
34"
35"
45"
44"
57"
52"
68"
76"
99"
87"
114"
98"
128"
111"
144"
123"
160"
14"
18"
18"
23"
22"
29"
27"
35"
39"
51"
45"
58"
51"
66"
57"
74"
63"
82"
20"
26"
27"
35"
34"
44"
40"
52"
59"
76"
67"
87"
76"
99"
85"
111"
95"
123"
20" 30" 15" 23"
26" 39" 20" 30"
26" 40" 20" 31"
34" 52" 26" 40"
33" 50" 25" 38"
43" 64" 33" 50"
40" 59" 31" 46"
52" 77" 40" 60"
58" 87" 44" 67"
75" 113" 58" 87"
66" 99" 51" 76"
86" 129" 66" 99"
74" 112" 57" 86"
97" 145" 75" 112"
84" 126" 65" 97"
109" 163" 84" 126"
93" 140" 72" 107"
121" 181" 93" 140"
17"
22"
22"
29"
28"
36"
33"
43"
48"
63"
55"
72"
62"
81"
70"
91"
78"
101"
25"
32"
33"
43"
41"
54"
50"
65"
72"
94"
83"
108"
93"
122"
105"
137"
117"
152"
13"
17"
17"
22"
21"
28"
26"
33"
37"
48"
43"
55"
48"
62"
54"
70"
60"
78"
19"
25"
26"
33"
32"
42"
38"
50"
56"
73"
64"
83"
72"
93"
81"
105"
90"
117"
15"
20"
20"
26"
25"
33"
30"
39"
44"
57"
50"
66"
57"
74"
64"
83"
71"
92"
23"
30"
30"
39"
38"
49"
45"
59"
66"
86"
76"
98"
85"
111"
96"
125"
107"
139"
12"
15"
16"
20"
19"
25"
23"
30"
34"
44"
39"
51"
44"
57"
49"
64"
55"
71"
18"
23"
23"
30"
29"
38"
35"
45"
51"
66"
58"
76"
66"
85"
74"
96"
82"
107"
TENSION DEVELOPMENT AND LAP SPLICE LENGTHS
TYPICAL FRAMING ATTACHMENT SCHEDULE
CONNECTION DESCRIPTION ATTACHMENT LOCATION
ROOF
ROOF TRUSS OR RAFTER TO TOP PLATE - SPAN
PERPENDICULAR TO WALL (3) 10d TOENAIL, EACH BEARING POINT
BRIDGING OR BRACING TO TRUSS (2) 10d FACE NAIL, EACH TRUSS
BLOCKING BETWEEN RAFTERS OR TRUSSES (3) 10d TOENAIL, EACH END
BUILT-UP ROOF GIRDER TRUSS PER TRUSS MANUFACTURER
WALL
TOP PLATE TO TOP PLATE 10d AT 12" O.C. FACE NAIL
TOP PLATE LAP AT CORNER OR INTERSECTION (4) 10d FACE NAIL
BUILT-UP HEADER OR BEAM SEE WOOD HEADER/BEAM LEGEND
CONTINUOUS HEADER TO STUD (4) 10d TOENAIL
STUD TO STUD 10d AT 12" O.C. FACE NAIL, EACH STUD
STUD TO STUD AT INTERSECTION OR CORNER 10d AT 12" O.C. FACE NAIL
BUILT-UP WOOD POST, CHORD STUD OR JACK AND
KING STUDS SEE BUILT-UP WOOD POST DETAIL
BLOCKING BETWEEN STUDS (2) 10d TOENAIL, EACH END
(4) 10d TOENAIL
(3) 12d END NAIL
STUD TO TOP OR BOTTOM PLATE
BOTTOM PLATE TO RIBBON, TRUSS, JOIST, BLOCKING
OR RIM JOIST 12d AT 12" O.C. FACE NAIL
FLOOR
FLOOR TRUSS OR JOIST TO TOP PLATE - SPAN
PERPENDICULAR TO WALL (3) 10d TOENAIL, EACH BEARING POINT
BLOCKING BETWEEN JOISTS OR TRUSSES (2) 10d TOENAIL, EACH END
RIBBON TO TRUSS (3) 12d FACE NAIL, EACH TRUSS
BUILT-UP FLOOR GIRDER TRUSS PER TRUSS MANUFACTURER
1. TYPICAL ATTACHMENTS SHALL BE APPLIED THROUGHOUT THE BUILDING EXCEPT WHERE DIFFERENT
ATTACHMENTS ARE SPECIFIED ON PLANS OR DETAILS.
JOISTS TO RIM JOIST (4) 10d FACE NAIL, EACH JOIST
RIM JOIST TO TOP PLATE 10d AT 6" O.C. TOENAIL
BOTTOM PLATE TO RIBBON, TRUSS, JOIST, BLOCKING
OR RIM JOIST AT SHEAR WALLS 12d AT 3" O.C. FACE NAIL
LADDER FLOOR TRUSS TO TOP PLATE 12d AT 12" O.C. FACE NAIL
LADDER FLOOR TRUSS TO TOP PLATE AT SHEAR WALL 12d AT 3" O.C. FACE NAIL
TYPICAL SHEATHING ATTACHMENT SCHEDULE
LOCATION SHEATHING ATTACHMENT
ROOF
1. REFERENCE DIVISION 06 - WOOD FRAMING NOTES FOR SHEATHING TYPES.
2. SEE PLANS AND SHEAR WALL SHEATHING SCHEDULE FOR LOCATIONS WHERE TYPICAL ATTACHMENT DOES
NOT APPLY.
3. GYPSUM WALLBOARD SHEATHING AT INTERIOR WALLS SHALL BE ATTACHED PER ARCH/UL REQUIREMENTS
UNLESS NOTED OTHERWISE ON SHEAR WALL SHEATHING SCHEDULE.
ATTACH TO ROOF FRAMING MEMBERS WITH 0.131"x2½" RING SHANK NAILS AT 6" O.C. AT
PANEL EDGES AND 12" O.C. AT PANEL FIELD.
FLOOR ATTACH TO FLOOR FRAMING MEMBERS WITH CONSTRUCTION ADHESIVE AND 8d
COMMON NAILS AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT PANEL FIELD.
WALL - EXTERIOR
ATTACH TO WALL FRAMING MEMBERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT
6" O.C. AT PANEL EDGES AND 12" O.C. AT PANEL FIELD. ALL PANEL EDGES SHALL BE
BLOCKED.
FRAMING NAILS SCHEDULE
PENNYWEIGHT DIAMETER LENGTH HEAD DIAMETER
8d 0.131" 2½" 0.281"
10d 0.148" 3" 0.312"
12d 0.148" 3¼" 0.312"
16d 0.162" 3½" 0.344"
1. SCHEDULE INDICATES DIMENSIONS FOR STANDARD COMMON STEEL WIRE NAILS PER NDS TABLE L4.
4" MASONRY LOOSE LINTEL SCHEDULE
OPENING SIZE
1. REFERENCE DIVISION 05 - STEEL NOTES FOR ANGLE PROPERTIES.
2. LINTELS SHALL BE GALVANIZED OR UTILIZE AN APPROVED PROTECTIVE COATING PRIOR TO INSTALLATION.
3. PROVIDE MINIMUM 6" BEARING ON EACH END.
UP TO 4'-0"
4'-1" TO 5'-6"
5'-7" TO 7'-6"
7'-7" TO 9'-6"
SIZE
L3 x 3½ x ¼
L4 x 3½ x ⁵/₁₆
L5 x 3½ x ⁵/₁₆
L6 x 3½ x ⁵/₁₆
ORIENTATION
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LONG LEG VERTICAL
LONG LEG VERTICAL
WOOD FRAMING SHRINKAGE AND SETTLEMENT SCHEDULE
FRAMED LEVEL
TOTAL MOVEMENT
1. ANTICIPATED MOVEMENT PROVIDED IS BASED ON DESIGN SHRINKAGE OF SPECIFIED LUMBER AND TYPICAL
TOLERANCES IN WOOD CONSTRUCTION.
2. SITE CONDITIONS, WEATHER, AND FRAMING PRACTICES MAY AFFECT ACTUAL TOTAL MOVEMENT.
3. M/E/P CONTRACTORS SHALL ACCOUNT FOR MOVEMENT WITH THE USE OF FLEXIBLE JOINTS OR OTHER
APPROVED CONSTRUCTION METHODS.
SECOND THIRD FOURTH FIFTH ROOF
3/8" 5/8" 7/8" 1⅛" 1⅜"
WOOD HEADER/BEAM LEGEND
MARK MARKSIZE SIZE
2-26 2-16 LVL(2) 2x6 (2) 1¾"x16" LVL
3-26 3-16 LVL(3) 2x6 (3) 1¾"x16" LVL
2-28 2-18 LVL(2) 2x8 (2) 1¾"x18" LVL
3-28 3-18 LVL(3) 2x8 (3) 1¾"x18" LVL
2-210 2-20 LVL(2) 2x10 (2) 1¾"x20" LVL
3-210 3-20 LVL(3) 2x10 (3) 1¾"x20" LVL
2-212 410 PSL(2) 2x12 3½"x9½" PSL
3-212 610 PSL(3) 2x12 5¼"x9½" PSL
2-8 LVL 412 PSL(2) 1¾"x7¼" LVL 3½"x11⅞" PSL
3-8 LVL 612 PSL(3) 1¾"x7¼" LVL 5¼"x11⅞" PSL
2-10 LVL 414 PSL(2) 1¾"x9½" LVL 3½"x14" PSL
3-10 LVL 614 PSL(3) 1¾"x9½" LVL 5¼"x14" PSL
2-12 LVL 416 PSL(2) 1¾"x11⅞" LVL 3½"x16" PSL
3-12 LVL 616 PSL(3) 1¾"x11⅞" LVL 5¼"x16" PSL
2-14 LVL 418 PSL(2) 1¾"x14" LVL 3½"x18" PSL
3-14 LVL 618 PSL(3) 1¾"x14" LVL 5¼"x18" PSL
1. ALL PLIES OF HEADERS/BEAMS SHALL BE CONTINUOUS BETWEEN SUPPORT POINTS.
2. HEADERS/BEAMS SHALL BEAR EVENLY ACROSS THE FULL WIDTH OF SUPPORTS UNLESS DETAILED
OTHERWISE.
3. HEADER/BEAM PLIES SHALL BE ATTACHED TOGETHER AS INDICATED BELOW. NAILS SHALL BE STAGGERED
ON OPPOSITE SIDES OF (3) PLY MEMBERS. LOCATE TOP AND BOTTOM ROWS 2" FROM OUTER EDGES.
NOMINAL MEMBER DEPTH < 10": (2) ROWS OF 10d NAILS AT 6" O.C.
NOMINAL MEMBER DEPTH ≥ 10": (3) ROWS OF 10d NAILS AT 6" O.C.
SILL PLATE ATTACHMENT SCHEDULE
LOCATION
EXTERIOR WALL - TYPICAL
POST INSTALLED CAST-IN-PLACE
1/2" Ø x 6" LONG SIMPSON 'TITEN
HD' SCREW AT 4'-0" O.C.SIMPSON 'MASA' STRAPS AT 4'-0" O.C.
EXTERIOR WALL - SHEAR WALL
(4)1/2" Ø x 6" LONG SIMPSON 'TITEN
HD' SCREW AT 2'-0" O.C.
INTERIOR WALL - TYPICAL
SIMPSON 'PDPAWL-287' POWDER
ACTUATED FASTENERS AT 4'-0" O.C.1/2" Ø ANCHOR BOLTS AT 4'-0" O.C.
INTERIOR WALL - SHEAR WALL
(4)1/2" Ø x 6" LONG SIMPSON 'TITEN
HD' SCREW AT 2'-0" O.C.1/2" Ø ANCHOR BOLTS AT 2'-0" O.C.
1. MAINTAIN A 4" MINIMUM AND 12" MAXIMUM DISTANCE FROM ENDS OF PLATES AT CORNERS AND
SPLICES.
2. ANCHOR BOLTS, SCREWS, AND POWDER ACTUATED FASTENERS SHALL BE INSTALLED ALONG THE
CENTERLINE OF THE PLATES.
3. ANCHOR BOLTS SHALL HAVE A MINIMUM 6" EMBENDMENT AND SHALL UTILIZE A STANDARD CUT WASHER.
4. PROVIDE SIMPSON 'BPS½-6' BEARING PLATE AT 2x6 SHEAR WALLS AND 'BPS½-3' BEARING PLATE AT 2x4
SHEAR WALLS. UTILIZE SLOTTED HOLES IN BEARING PLATE TO MAINTAIN 1/2" MAXIMUM DISTANCE FROM
EDGE OF PLATE TO FACE OF SILL PLATE THAT CONTAINS SHEAR WALL SHEATHING.
1/2" Ø ANCHOR BOLTS AT 2'-0" O.C.
CONCRETE MASONRY UNIT LINTEL AND JAMB SCHEDULE
WALL THICKNESS
1. GROUTED LINTEL SHALL EXTEND TO JAMB WIDTH INDICATED BEYOND OPENING.
2. PRECAST CONCRETE LINTELS OF SAME SIZE AND LENGTH MAY BE SUBSTITUTED. REINFORCE TOP AND
BOTTOM OF PRECAST LINTEL TO MATCH BOTTOM REINF. INDICATED IN SCHEDULE.
3. LINTELS TO BE CONSTRUCTED USING SOLID BOTTOM MASONRY UNITS.
4. WHEN (2)TWO BARS ARE INDICATED, LOCATE BARS 3/4" FROM INSIDE EDGE OF MASONRY UNIT WALL.
MAX. OPENING SIZE LINTEL DEPTH AND
JAMB WIDTH TOP REINF. BOTTOM REINF.
8" 4'-0" 8" (1)#4 (1)#4
8" 6'-0" 8" (1)#4
8" 8'-0" 16" (2)#4
8" 10'-0" 16"
12" 4'-0" 8"(2)#4
12"
12"
12"
6'-0"
8'-0"
10'-0"
8"
16"
16"(2)#5
(2)#5
(2)#5
(2)#4
(2)#4
(2)#4
(2)#4
(2)#4
(2)#4
(2)#4
(2)#4
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
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SCHEMATIC DESIGN PACKAGE
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DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
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FORMS
SCHEMATIC DESIGN PACKAGE
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2' - 0"1' - 0"2#4 CONTINUOUS
SEE PLAN FOR SLAB THICKNESS
AND REINFORCEMENT
2#4 CONTINUOUS
SEE PLAN FOR SLAB THICKNESS
AND REINFORCEMENT
2' - 0"1' - 0"1/2" ISOLATION JOIST
ALTERNATE: THIS CAN BE
SUBSTITUTED WITH AN 8"
WIDE CONCRETE CURB WITH
1#4 CONTINUOUS BAR
U.N.O. IN DETAILS OR ON PLAN, PROVIDE #5 BARS AT
48" O.C. IN FULLY GROUTED CELLS W/ HORIZ. JOINT
REINF AT EVERY OTHER COURSE. AT CRASH WALL
LOCATIONS, PROVIDE #5 BARS AT 8" O.C. IN FULLY
GROUTED CELLS UP TO 3'-0" ABOVE PARKING SLAB
2' - 0"
2#4 CONTINUOUS
SEE PLAN FOR SLAB THICKNESS
AND REINFORCEMENT
8" 4"FOOTING DEPTHSEE PLAN/SECTIONSFOOTING STEPMINIMUM 2x FOOTING STEP
SAME AS
FOOTING DEPTH
MAY SLOPE AS NECESSARY TO
MAINTAIN STABLE SLOPE IN SOIL
'Z' BAR TO MATCH SIZE AND
QUANTITY OF FOOTING BOTTOM
BAR WITH STANDARD HOOK TOP
AND BOTTOM
NOTE:
TRANSVERSE BARS, WHERE REQUIRED, NOT SHOWN FOR CLARITY.3"3"
2"2"FOOTING DEPTHSEE PLAN/SECTIONS2"EQ EQ EQ
LONGITUDINAL REINFORCEMENT
WHERE IT OCCURS
NOTE:
TRANSVERSE BARS, WHERE REQUIRED, NOT SHOWN FOR CLARITY.
CLASS B
TENSION LAP SPLICE
SECOND POURFIRST POUR
CONSTRUCTION JOINT
CONTROL JOINT
TONGUE AND GROOVE JOINT WITH
BOND BREAKER OF EITHER CURING
COMPOUND OR FORM OIL
SAW CUT SLAB 1/4 OF SLAB
DEPTH AS SOON AS CONCRETE
HAS HARDENED SUFFICIENTLY
TO NOT DAMAGE SLAB
DURING CUTTING
NOTE:
1. PROVIDE CONTROL OR CONSTRUCTION JOINTS AT 20'-0" ON CENTER MAXIMUM. PANELS LONG SIDE SHALL NOT EXCEED
1.5 TIMES THE SHORT SIDE.
2. SLAB ON GRADE REINFORCING SHALL BE PLACED IN THE UPPER THIRD OF THE SLAB AND SUPPORTED BY CHAIRS.
3. SEE PLAN FOR SLAB THICKNESS AND REINFORCING.
4. SEE SPECIFICATIONS FOR SLAB SUBGRADE AND VAPOR BARRIER REQUIREMENTS.
PIN WHEEL DIAMOND
4"MIN CONTROL JOINT,
SEE TYPICAL DETAIL
1/2" ISOLATION JOINT
AROUND COLUMN
SEE PLAN FOR SLAB THICKNESS
AND REINFORCEMENT ≤ 1' - 0"1' - 0"
1.5
1
2' - 0"1' - 0"8" 1' - 0" < 3' - 6"SEE PLAN FOR SLAB THICKNESS
AND REINFORCEMENT
SEE PLAN FOR SLAB THICKNESS
AND REINFORCEMENT
#4 DOWELS SPACED AT 18" O.C.,
ALTERNATE HOOK AND EXTEND
4" MINIMUM INTO SLAB
#4 SPACED AT 12" O.C., PROVIDE
MINIMUM 2#4 HORIZONTAL BARS
2#4 CONTINUOUS
1#4 CONTINUOUS BAR AT
SLAB STEP
8"
INSIDE/OUTSIDE CORNER INTERSECTION CONSTRUCTION JOINT VERTICAL CONSTRUCTION JOINT
DOWELS TO MATCH HORIZONTAL
BAR SIZE AND SPACING
3/4"x3/4" REGLET IN SURFACES
EXPOSED TO VIEW
ALTERNATE DIRECTION OF
HOOK EVERY OTHER BAR
NOTE:
1. PROVIDE 2x4 KEYED CONSTRUCTION JOINT IN CONCRETE WALLS AT 60'-0" ON CENTER AND AT CORNERS/INTERSECTIONS AS SHOWN. NO JOINTS PERMITTED WITHIN 5'-0" OF CORNERS OR WALL INTERSECTIONS.
2. PROVIDE FULL HEIGHT FORMED VERTICAL CONTROL JOINTS SPACED AT 1.5 TIMES THE TOTAL WALL HEIGHT AND NO MORE THE 20'-0" ON CENTER MAXIMUM.
3. WATERPROOFING AND WATERSTOP ARE NOT SHOWN AND SHALL BE COORDINATED WITH ARCHITECTURAL REQUIREMENTS.
4. FORM SAVER COUPLERS MAY BE USED. SUBMIT PRODUCT SPECIFICATIONS TO S.E.R. FOR APPROVAL.CLASS B TENSIONLAP SPLICECLASS B TENSION
LAP SPLICE
CLASS B TENSION
LAP SPLICE
CLASS B TENSION
LAP SPLICE
CLASS B TENSION
LAP SPLICE
CLASS B TENSIONLAP SPLICEEQ EQ EQ
INSIDE/OUTSIDE CORNER INTERSECTION CONSTRUCTION JOINT VERTICAL CONSTRUCTION JOINT
DOWELS TO MATCH HORIZONTAL
BAR SIZE AND SPACING
CUT ALTERNATE BARS IN EACH
FACE OF WALL, DO NOT CUT
TOP OR BOTTOM MOST BARS
3/4"x3/4" REGLET IN SURFACES
EXPOSED TO VIEW
NOTE:
1. PROVIDE 2x4 KEYED CONSTRUCTION JOINT IN CONCRETE WALLS AT 60'-0" ON CENTER AND AT CORNERS/INTERSECTIONS AS SHOWN. NO JOINTS PERMITTED WITHIN 5'-0" OF CORNERS OR WALL INTERSECTIONS.
2. PROVIDE FULL HEIGHT FORMED VERTICAL CONTROL JOINTS SPACED AT 1.5 TIMES THE TOTAL WALL HEIGHT AND NO MORE THE 20'-0" ON CENTER MAXIMUM.
3. WATERPROOFING AND WATERSTOP ARE NOT SHOWN AND SHALL BE COORDINATED WITH ARCHITECTURAL REQUIREMENTS.
4. FORM SAVER COUPLERS MAY BE USED. SUBMIT PRODUCT SPECIFICATIONS TO S.E.R. FOR APPROVAL.
CLASS B TENSION
LAP SPLICE
CLASS B TENSION
LAP SPLICE
CLASS B TENSION
LAP SPLICE
CLASS B TENSION
LAP SPLICE
CLASS B TENSIONLAP SPLICECLASS B TENSIONLAP SPLICEEQ EQ EQ
OPENING
PROVIDE ADDITIONAL VERTICAL
BAR EACH SIDE OF OPENING
FULL HEIGHT OF WALL
4'-0" LONG #4 DIAGONAL
BAR, TYPICAL EACH CORNER
PROVIDE ADDITIONAL HORIZONTAL
BAR ABOVE AND BELOW OPENING
2' - 6" MIN (TYP)
NOTE:
1. PROVIDE (1) ADDITIONAL BAR WHEN SINGLE LAYER REINFORCING IS USED IN WALL.
2. PROVIDE (1) ADDITIONAL BAR IN EACH FACE WHEN DOUBLE LAYER REINFORCING IS USED IN WALL.2' - 0" MAX2' - 0" MAX
#4 SPACED AT 12" O.C. EACH WAY
PLACED AT MID-DEPTH
SEE PLAN FOR SLAB THICKNESS
AND REINFORCEMENT
MECHANICAL EQUIPMENT
6"6" MIN UNREINFORCED CMU WALL SEE PLAN FOR SLAB THICKNESS
AND REINFORCEMENT
NOTE:
UNREINFORCED, NON-BEARING CMU WALL SHALL NOT EXCEED 12'-0" IN HEIGHT.
8#8 VERTICAL BARS
WITH #3 TIES SPACED
AT 10" O.C.
6#8 VERTICAL BARS
WITH #3 TIES SPACED
AT 10" O.C.
NOTES:
1. TYPICAL WALL REINFORCING NOT SHOWN FOR CLARITY.
2. VERTICAL BARS AND TIES SHALL EXTEND DOWN FROM UPPER WALLS THROUGH LOWER WALLS TO FOOTING.
END WALL/OPENING/
INTERSECTION
DOWEL OR LOWER
SPLICED BAR, TYPICAL
135° AT TIES, TYPICAL
CORNER
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:22 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS01.11
MG,GK,MS MJS
DDS-025-22
TYPICAL
FOUNDATION
DETAILS
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NC3/4" = 1'-0"10 TYPICAL REINFORCED CMU WALL FOUNDATION
3/4" = 1'-0"1 TYPICAL FOOTING STEP
3/4" = 1'-0"2 TYPICAL FOOTING CONSTRUCTION JOINT
3/4" = 1'-0"3 TYPICAL SLAB ON GRADE JOINTS
3/4" = 1'-0"4 CONCRETE COLUMN ISOLATION JOINT
3/4" = 1'-0"5 TYPICAL SLAB ON GRADE STEP
3/4" = 1'-0"6 TYPICAL CONCRETE WALL INTERSECTIONS
3/4" = 1'-0"7 TYPICAL CONCRETE WALL INTERSECTIONS
3/4" = 1'-0"8 TYPICAL WALL OPENING
3/4" = 1'-0"9 TYPICAL EQUIPMENT PAD
3/4" = 1'-0"11 TYPICAL NON-BEARING INTERIOR CMU WALL
3/4" = 1'-0"12 CORNER REINFORCEMENT - STAIR / ELEVATOR WALLS
DATE DESCRIPTION REV
THICKENED SLAB AT
ELEVATOR ENTRANCE
ELEVATOR OPENING ELEVATOR SILL, COORDINATE WITH
MANUFACTURER TYPICAL EACH
FLOOR.
DOWELS TO MATCH
VERTICAL BARS.
2'-0" x 2'-0" x 2'-0"
DEEP SUMP PIT
THICKENED SLAB AT SUMP.
PROVIDE (4) #4 E.W. MAINTAIN
8" MIN. THICKNESS
SLAB ON GRADE, SEE PLAN
FOR REINFORCEMENT
10" CONCRETE WALL WITH #5
AT 12" O.C. EACH FACE
EL. SEE PLAN
8"10"12"SEE PLANFOR THICKNESSPOUR STARTER SLAB FOR
PLACEMENT OF
WATERPROOFING AS NEEDED
1"x2" KEYWAY WITH
WATERSTOP TYP.
SEE PLAN
1' - 8"SEE PLAN
#6 BARS AT 12" O.C.E.W TOP &
BOTTOM
2'-0" MIN. LAPSEE FOUNDATION PLAN FOR
FOOTING SIZE AND REINF.
#5 DOWELS ON EACH FACE TO
MATCH VERTICAL BARS IN WALL
W/ 12" HOOK INTO FOOTING
12" CONCRETE WALL W/ #5
VERTICAL BARS AT 12" O.C.E.F. AND
#4 HORIZ BARS AT 16" O.C.E.F.
SEE PLAN FOR SLAB
THICKNESS AND
REINFORCEMENT U.N.O. ON PLAN1' - 6" TYP.VARIES W/ RAMP SLOPE2'-0" MIN. LAPSEE FOUNDATION PLAN FOR
FOOTING SIZE AND REINF.
#5 DOWELS ON EACH FACE TO
MATCH VERTICAL BARS IN WALL
W/ 12" HOOK INTO FOOTING
10" CONCRETE WALL W/ #5
VERTICAL BARS AT 12" O.C.E.F. AND
#4 HORIZ BARS AT 16" O.C.E.F.
SEE PLAN FOR SLAB THICKNESS
AND REINFORCEMENT
#5 DOWELS SPACED AT 12" O.C.
EACH FACE
#4 AT 16" O.C. HORIZONTAL
EACH FACE
#5 AT 12" O.C. VERTICAL
BARS
SEE FOUNDATION PLAN FOR
FOOTING SIZE AND REINF.
#5 DOWEL INTO TOP OF
WALL AT 16" O.C.
8'-0"
2'-0"
10"8"5"1' - 0"SEE PLAN FOR SLAB THICKNESS
AND REINFORCEMENT
REFER TO ARCHITECTURAL
DRAWINGS FOR INSULATION
REQUIREMENTS
COLD FORMED STEEL
EXTERIOR CURTAIN WALL
BELOW DESIGNED BY OTHERS,
COORD. WIDTH W/ ARCH
PLANS 43mil (18ga.)
#4 BARS AT 24" O.C. W/ #4
BAR CONTINUOUS AT BRICK
LOCATIONS MIN.1' - 6"MIN.
1' - 6"(2)#4 BOTTOM BARS CONT. W/
MIN. 3" CLEAR COVER
BRICK VENEER. COORDINATE
LOCATION W/ ARCH DWGS.
GROUT SOLID BEHIND BRICK
BELOW GRADE
AT LOCATIONS WITHOUT BRICK
VENEER, FOOTING PROJECTION
MAY BE ELIMINATED 10"8"
#4 EDGE BAR CONT.
GC OPTION TO USE A TWO-
POUR SEQUENCE
GC OPTION TO USE A THREE-
POUR SEQUENCE. PROVIDE #4
DOWELS AT 24" O.C. INTO
STEM WITH (2)#4 CONT.
STOREFRONT FRAMING, BY
OTHERS
CURB AS NEEDED FOR STOREFRONT
AS A SECONDARY POUR. PROVIDE
WATERSTOP BETWEEN POURS AND
PROVIDE 18" LONG #4 DOWELS AT
16" O.C. W/ (1)#4 CONT.
NOTES:
1. SEE DETAIL 5 ON THIS SHEET FOR
INFORMATION NOT SHOWN
2. REFER TO DETAIL 5 FOR TWO-POUR
AND THREE-POUR SEQUENCE
OPTIONS
12"x12"x5/8" STEEL BASE PLATE AND
1/4" LEVELING PLATE TO MATCH
SIZE W/ (4)3/4" ANCHOR BOLTS ON
1/2" NON-SHRINK GROUT BED
PROVIDE 16"x16"x4" DEEP BLOCKOUT
AT STOREFRONT STEEL POST
LOCATIONS. COORD. W/ ARCH
STEEL POST, SEE PLAN
NOTES:
1. SEE DETAIL 5 ON THIS SHEET FOR
INFORMATION NOT SHOWN
2. REFER TO DETAIL 5 FOR TWO-POUR
AND THREE-POUR SEQUENCE
OPTIONS
#5 DOWELS AT 32" O.C. IN FULLY
GROUTED CELLS. 18" MIN. INTO
FOUNDATION
SEE PLAN FOR SLAB THICKNESS
AND REINFORCEMENT
TRENCH DRAIN BY OTHERS
1' - 0"
4" MIN6" MIN2#4 CONT. EACH SIDE OF
TRENCH DRAIN
1' - 0" MIN
ENTRY DRIVE AISLE ON
GRADE, SEE CIVIL DRAWINGS
#4 AT 16" O.C.
2' - 0"
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:22 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS01.12
MG,GK,MS MJS
DDS-025-22
FOUNDATION
DETAILS
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NC3/4" = 1'-0"1 FOUNDATION - ELEVATOR PIT DETAIL
3/4" = 1'-0"2 FOUNDATION AT CONCRETE RAMP WALL
3/4" = 1'-0"3 FOUNDATION AT INTERIOR CONCRETE WALL
3/4" = 1'-0"4 FOUNDATION WALL AT LARGE STEP
3/4" = 1'-0"5 FOUNDATION - LIGHT GAUGE
3/4" = 1'-0"7 FOUNDATION AT STOREFRONT
3/4" = 1'-0"6 FOUNDATION AT EXTERIOR CMU WALL
3/4" = 1'-0"8 GARAGE TRENCH DRAIN
DATE DESCRIPTION REV
COLUMN VERTICAL BAR PER
SCHEDULE, TYPICAL
135° ON COLUMN
TIES, SEE SCHEDULE
FOR SIZE AND SPACING
DOWEL OR LOWER SPLICED
BAR, TYPICAL
COLUMN TIE SPACING
TIE SIZE 3
6
4
10"
12"
14"
16"
18"
20"LEAST COLUMNFACE DIMENSIONVERTICAL BARS
>22"
7 8 9 10 11
10" 10" 10" 10" 10" 10"
12"
14"12"
12"
12"
12"
12"
14"
14"
14"
14"
14" 14" 14" 14"
12" 12" 12" 12" 12"
16"
16"
16"
16"
16" 16" 16"
18"
18"
18"
18" 18"
18"
18"
20"
22"
C-1
18"x30" W/ (12)#7 BARS
C-2
24"x24" W/ (12)#8 BARS
C-3
18"x30" W/ (12)#8 BARS
ROTATED COLUMN
ABOVE/BELOW
PROVIDE STANDARD HOOK
INTO SLAB
DOWEL OR LOWER SPLICED
BAR AT CENTER (6) BARS
CABLE BARRIER, COORD.
SPACING WITH MANUF.
PROVIDE COLUMN TIE
INDICATED BETWEEN EACH
CABLE BARRIER SLEEVE
C-3 COLUMN ONLY WHERE
INDICATED ON PLAN
GARAGE SLAB
30 BAR DIA.SEE COLUMN SCHEDULE FOR
SIZE AND REINFORCING
SEE PLAN AND FOOTING
SCHEDULE FOR SIZE AND
REINFORCING
DOWELS TO MATCH VERTICAL
COLUMN REINFORCING SIZE AND
QUANTITY W/ STANDARD HOOK
SEE COLUMN SCHEDULE FOR TIE
SIZE AND SPACING 'S'3"3"3"3"SSSEE COLUMN SCHEDULE FOR
SIZE AND REINFORCING
SEE COLUMN SCHEDULE FOR TIE
SIZE AND SPACING 'S'S 3" 3" 3" -
CONSTRUCTION JOINT SHALL
OCCUR AT BOTTOM OF SLAB
PROVIDE AT LEAST 2 TIES
MINIMUM AT SLAB EDGE AND
CORNER CONDITION
3" MAX. FROM BEND
IN VERTICAL BAR AND
WITHIN S/2 OF SLAB
BOTTOM BAR-30 BAR DIA. U.N.O. INCOLUMN SCHEDULE3"3"3"3"SNOTE: FOR 12 BAR CONFIGURATION - 6 BARS CONTINUE TO
FLOOR ABOVE AND 6 BARS TERMINATE WITHIN SLAB. INVERT
IMAGE FOR COLUMN BARS FROM ABOVE
FLAT PLATE
CONSTRUCTION JOINT SHALL
OCCUR AT BOTTOM OF SLAB
SEE CONCRETE COLUMN TIE
SPACING SCHEDULE FOR TIE SIZE
AND SPACING 'S'
CONCRETE COLUMN, SEE
SCHEDULE FOR SIZE AND
REINFORCEMENT
SEE PLAN FOR SLAB THICKNESS
AND REINFORCEMENT
3"3"3"SCL
PROVIDE (2) TIES MINIMUM
AT SLAB EDGE AND CORNER
CONDITION
3" 3" 3" 3" S30 BAR DIA MIN U.N.O.IN COLUMN SCHEDULE3" MAXIMUM FROM BEND IN
VERTICAL BAR AND WITHIN
S/2 OF SLAB BOTTOM BAR FLAT PLATE
CONSTRUCTION JOINT SHALL
OCCUR AT BOTTOM OF SLAB
SEE CONCRETE COLUMN TIE
SPACING SCHEDULE FOR TIE SIZE
AND SPACING 'S'
CONCRETE COLUMN, SEE
SCHEDULE FOR SIZE AND
REINFORCEMENT
SEE PLAN FOR SLAB THICKNESS
AND REINFORCEMENT
DOWELS TO MATCH QUANTITY
AND SIZE OF VERTICAL
REINFORCEMENT WITH
STANDARD HOOK INTO SLAB3"3"3"3"SSSCL
CLASS B TENSIONLAP SPLICENOTE:
DOWELS ARE NOT REQUIRED IF COLUMN VERTICAL BARS ARE CONTINUOUS AND HOOK INTO SLAB.3"PROVIDE (2) TIES MINIMUM
AT SLAB EDGE AND CORNER
CONDITION
MAINTAIN COLUMN TIES AND
VERTICAL REINFORCEMENT
DOWN TO FOUNDATION
ENGAGE WALL HORIZONTAL
REINFORCEMENT BEHIND
COLUMN VERTICAL BARS
NOTE: SEE TIE AND REBAR
REQUIREMENTS ON DETAIL 1 -
SHEET S210
LINE OF COLUMN ABOVE
CONT. FOUNDATION WALL
SHIFT COLUMN
REINFORCEMENT INTO WALL
TO ALLOW WALL REINF. TO
PASS THROUGH COLUMN.
VERTICAL BARS FROM
COLUMN ABOVE MAY BE
INSIDE WALL RIENF.
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:23 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS01.21
MG,GK,MS MJS
DDS-025-22
CONCRETE
COLUMN
DETAILS
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NC3/4" = 1'-0"1 COLUMN REINFORCING - TIE AND REBAR PLACEMENT
3/4" = 1'-0"2 TYPICAL CONCRETE COLUMN FOOTING
3/4" = 1'-0"5 COLUMN REINFORCING - ROTATED COLUMN
3/4" = 1'-0"4 COLUMN REINFORCING - INTERMEDIATE SLAB
3/4" = 1'-0"3 COLUMN REINFORCING - TOP OF COLUMN
3/4" = 1'-0"6 COLUMN - MONOLITHIC WITH FOUNDATION WALL
DATE DESCRIPTION REV
NOTES:
1. REFER TO PLANS FOR TENDON DRAPE DIMENSIONS.
2. MILD REINFORCING NOT SHOWN FOR CLARITY. SEE DETAIL X/SXXX FOR MILD REINFORCING PLACEMENT INFORMATION.
3. REFER TO DETAIL X/SXXX FOR ADDITIONAL REINFORCING REQUIRED AT ADD TENDON TERMINATION LOCATIONS.
4. COORDINATE ADDITIONAL BURSTING STEEL REQUIREMENTS WITH P/T SUPPLIER.
CGS = CENTER OF GRAVITY OF POST-TENSIONING TENDON
A = TENDON CGS AT EDGE OF SLAB
B = TENDON CGS AT MIDSPAN (UNLESS NOTED OTHERWISE)
C = TENDON CGS AT INTERIOR SUPPORT
D = TENDON CGS AT SHORT SPAN HIGH POINT
CL CL CL CL
SEE PLAN L1 - END SPAN L2 - TYPICAL SPAN L3 - SHORT SPAN WITH
NO MID-SPAN DRAPE
L4 - CANTILEVER SPAN
AL1/10
INFLECTION CGS= 0.2B + 0.8ABL1/10
INFLECTION CGS= 0.2B + 0.8CL2/10EQEQEND ANCHORAGE, REFER TO P/T ANCHORAGE
DETAILS FOR ADDITIONAL INFORMATION
TYPICAL POINT OF INFLECTION
BL2/10EQEQ
INFLECTION CGS= 0.2B + 0.8DADDED TENDON TERMINATION POINT
L4/10
INFLECTION CGS= 0.2A + 0.8DAEQEQDCL CL
SEE PLAN FOR COLUMN GRIDLINES
CENTER BOTTOM BARS AT
MID-SPAN U.N.O. ON PLAN
SEE X/SXXX FOR BAR
LOCATIONS OVER COLUMN
DISCONTINUOUS
SUPPORT
CONTINUOUS
SUPPORT
NOTES:
1. POST-TENSIONING TENDONS NOT SHOWN FOR CLARITY.
2. REFER TO PLANS FOR REINFORCING SIZE AND SPACING REQUIREMENTS.
3. CENTER TOP BARS AT COLUMNS U.N.O. ON PLAN.
4. SPACE BARS AT COLUMNS EVENLY WITHIN THE 'A' STRIP U.N.O. ON PLAN, SEE X/SXXX.
5. PROVIDE STANDARD 90° HOOK AT END OF BENT BARS ON PLAN.
(8) 5T x 12' - 0"
QUANTITY
BAR SIZE
BAR LOCATION
T = TOP
B = BOTTOM
BAR LENGTH
BAR CALL-OUT
NOMENCLATURE
1 1/2" DEEP KEYWAY, TYP
BETWEEN PT TENDON ANCHORS A
A
B
B2" TYP.EQT/3EQ"T"EQEQSECTION "A": TYPICAL BETWEEN TENDONS
#4 TOP AND BOTTOM CONT.
CONTINUE TOP AND/OR
BOTTOM SLAB
REINFORCEMENT THROUGH
CONSTRUCTION JOINT, TYP."T"SECTION "B": TYPICAL AT TENDONS
P/T TENDON#4 CONT. TOP AND BOTTOM TYP.
1 1/2"xT/3 CONT. KEYWAY, TYP.
BETWEEN TENDONS AND ANCHORS
#4x4'-0" AT 12" O.C.
CONSTRUCTION JOINT INTERMEDIATE STRESSING
ANCHORAGE, BY PT SUPPLIER, TO BE
PLACED PERPENDICULAR TO TENDON
PROFILE
1 1/2" DEEP KEYWAY, TYP
BETWEEN PT TENDON ANCHORS
A
A
B
B2" TYP.EQT/3EQ"T"EQEQSECTION "A": TYPICAL BETWEEN TENDONS
#4 TOP AND BOTTOM CONT.
CONTINUE TOP AND/OR
BOTTOM SLAB
REINFORCEMENT THROUGH
CONSTRUCTION JOINT, TYP."T"SECTION "B": TYPICAL AT TENDONS
P/T TENDON#4 CONT. TOP AND BOTTOM TYP.
1 1/2"xT/3 CONT. KEYWAY, TYP.
BETWEEN TENDONS AND ANCHORS
CONSTRUCTION JOINT INTERMEDIATE STRESSING
ANCHORAGE, BY PT SUPPLIER, TO BE
PLACED PERPENDICULAR TO TENDON
PROFILE3"CLEAR, TYP.
#6x6'-0" AT 12" O.C.
CHAIR, TYP.2" CLR MIN.
UNIFORM TENDONS
BOTTOM REINFORCEMENT, SEE PLAN
BANDED TENDONS
(1)#4 CONTINUOUS SUPPORT BAR,
TYP.
PROFILE HIGH POINT, SEE PLAN
SUPPORT BAR OR SLAB
BOLSTER @ 3' -0" O.C. MAX CANTILEVERED SPAN INTERIOR SPAN SHEAR WALL BAY
CL
STRESSING
END
KEEP TENDON
STRAIGHT FOR
16" U.N.O.
KEEP TENDON
STRAIGHT FOR
16" U.N.O.
LOW POINT, SEE PLAN
HIGH POINT, SEE PLAN
'HARPED' STRAIGHT TENDON
AT CANTILEVER, SEE PLAN
WITH STRESSING
L1 - EXTERIOR SPAN L2 - INTERIOR SPAN
NO STRESSING
L3 - EXTERIOR SPAN
CL
SPAN/4 MIN.
STRESSING
END
CONTROL POINTS AS
SHOWN ON PLAN
STAGGER TERMINATED
TENDONS AT 12" AT BANDS.
ANCHOR AT NEUTRAL AXIS
KEEP TENDON
STRAIGHT FOR
16" U.N.O.
KEEP TENDON
STRAIGHT FOR
16" U.N.O.a TYP.
NOTE: 'a' = 0.1*L FOR UNIFORM SLAB WITH NEUTRAL AXIS AT MID-DEPTH
LOW POINT, SEE PLAN
HIGH POINT, SEE PLAN
4 STRANDS MAX. PER BUNDLE
SLAB EDGE
NOTES:
1. STRANDS WITHIN A BUNDLE ARE TO BE SPACED AT 3" O.C. MIN. ALONG THE SLAB EDGE.
2. BUNDLES ARE TO BE SPACED 4" APART O.C. MIN. U.N.O. ON PLAN.
3. GROMMETS ARE TO BE USED ONLY AT THE STRESSING END.
36" MIN. STRAIGHT
TOP AND BOTTOM BARS PER TYPICAL
STRESSING END ANCHOR DETAIL
CL
HIGH POINT, SEE PLAN
THROUGH TENDON #4x24" TOP AND BOTTOM, TIED TO
ANCHORS
STAGGER DEAD END ANCHORS AND
PLACE HORIZONTAL IN SLABPLAN VIEW
SECTION VIEW
#4x2'-0" TOP AND BOTTOM OF
ANCHORAGE, TYP. TIE TO
ANCHORAGES
TYPICAL SUPPORT CHAIR AND BAR
THROUGH TENDONS
1
12
BANDED TENDONS, MAX. 4
PER BUNDLE
DISTRIBUTED TENDONS
SPACED AT 6x SLAB THICKNESS
OR 48" O.C. MAX.
THICKNESS ON EACH SIDE OF COLUMN
MILD REINFORCEMENT TO 1.5 TIMES SLAB
TOP REBAR, TYP. SPACED AT
MAX 12" O.C. EACH WAY
TOP REBAR, TYP. SPACED AT
MAX 12" O.C. EACH WAY
FOR 7" SLABS OR MORE,
PLACE ANCHOR UPRIGHT AT
3" MIN. O.C. FOR 6 ½" SLAB
OR LESS, PLACE ANCHORS
SIDEWAYS AT 6" MIN. O.C.
SLAB EDGE
2 STRANDS MIN. AT
UNSUPPORTED SLAB EDGE,
PARALLEL TO DISTRIBUTED
TENDONS
NOTE:
TWO STRANDS TO PASS DIRECTLY OVER EACH COLUMN EACH WAY
NOTES:
1. A STEEL PIPE IS REQUIRED TO BE INSERTED WHEN SLAB PENETRATION IS WITHIN 45° BEARING CONE OF TENDON ANCHOR.
2. PENETRATIONS FARTHER THAN 1.5 TIMES THE DIAMETER OF OPENING "D" OR 1.5 TIMES THE WIDTH OF THE OPENING "W",
NOT LESS THAN 18", FROM ANCHOR DO NOT REQUIRE STEEL PIPE INSERTED.
3. PENETRATIONS WITH DIMENSIONS GREATER THAN 12" REQUIRE TRIM REBAR PER TYPICAL DETAILS.
4. SLEEVES SHALL NOT BE PLACED AFTER FINAL TENDON INSPECTIONS HAVE BEEN COMPLETED.
5. HORIZONTAL CONDUIT RUNS ARE NOT ALLOWED WITHIN THE HATCHED ANCHORAGE ZONE.45°18" MIN.1.5D OR 1.5WSLAB EDGE
WIDTH "W"2 1/2" CLR.1' - 6"DIAMETER "D"24" MIN.
L1 < L1 L28" MIN.EFFECTIVE LENGTH
L1 < L1 L2 < L3 L3
NOTES:
1. INSERTS WHICH ARE CLOSER TO ONE ANOTHER THAN THE DIAMETER OF TEH LARGER OF THE TWO ARE CONSIDERED TO
FORM A COMBINED OPENING.
2. IF THE COMBINED OPENING IS LESS THAN 12", NO TRIM BARS ARE REQUIRED.
3. IF THE COMBINED OPENING IS MORE THAN 12" BUT LESS THAN 24", PROVIDE (1)#5 TOP & BOTTOM WITH 1' - 6" EXTENSION
PAST THE OPENING.
4. NO DIAGONAL BARS ARE NECESSARY.
5. IF THE COMBINED OPENING IS LARGER THAN 24", REFER TO TYPICAL SLAB OPENING FOR TRIM BARS.
TRIM BARS
NOTE: SINGLE OPENINGS OF SMALLER DIMENSIONA DO NOT REQUIRE TRIM BARS.
TENDON
(1)#5 TOP & BOTTOM
TYP.
1' - 6" TYP.
3" CLR. TYP.1" CLR. TYP.
1 12
12" MIN.2" MIN.MAX.
CURVATURE
(TYP.)
HAIRPIN, SEE TYPICAL DETAIL
NOTES:
1. MILD REINFORCEMENT NOT SHOWN FOR CLARITY. REFER TO DETAIL X/SXXX FOR ADDITIONAL REINFORCING REQUIRED AT
SLAB OPENINGS.
2. REFER TO PT TENDON DETAILS FOR REINFORCEMENT AS REQUIRED AT TENDON ANCHORAGES. COORDINATE WITH
ADDITIONAL BURSTING STEEL REQUIREMENTS FROM PT SUPPLIER.
3. FOR ADDITIONAL INFORMATION AT TENDON SWEEP, REFER TO DETAIL X/SXXX.
4. DO NOT SLOPE TENDONS TIGHTER THAN 1:3 WITHOUT APPROVAL FROM EOR.
INTERRUPTED TENDON, SEE PLAN
NOTES:
1. LOCATE ANCHOR AT BULKHEAD PER PROJECT PLANS.
2. IF FABRICATED AT SHOP, WEDGES, GREASE CAP, AND SLEEVE WILL BE ASSEMBLED TIGHT TO ANCHOR
3. IF FIELD SEATING IS REQUIRED, VERIFY NO BARE STRAND IS EXPOSED. TAPE IF NECESSARY.
ANCHOR
STRAND (GREASED AND COATED)
END CAP
MONOWEDGES TYPE 1.5
PROTECTION SLEEVE
SEE NOTE 1
BULKHEAD
DEAD END ASSEMBLY
NOTES:
1. LOCATE ANCHOR AT BULKHEAD PER PROJECT PLANS.
2. IF FABRICATED AT SHOP, WEDGES, GREASE CAP, AND SLEEVE WILL BE ASSEMBLED TIGHT TO ANCHOR
3. IF FIELD SEATING IS REQUIRED, VERIFY NO BARE STRAND IS EXPOSED. TAPE IF NECESSARY.
4. AFTER POURING, AT TIME OF STRESSING, REMOVE GROMMET AND INSERT WEDGES.
5. AFTER STRESSING, CUT STRAND TO WITHIN 1/8" OF END CAP AND GREASE END CAP PRIOR TO INSERTING IT TIGHT AGAINST
ANCHOR.
6. PATCH STRESSING POCKET PER PROJECT PLANS.
ANCHOR
STRAND (GREASED AND COATED)
END CAP
MONOWEDGES TYPE 1.5
PROTECTION SLEEVE
STRESSING END ASSEMBLY
BULKHEAD
GROMMET EQ.EQ.16"
PT TENDON STRESSING TAIL
GROMMET
SUPPORT BARS AT 3'-0" O.C. MAX.
ANCHOR CASTING#4 TOP AND BOTTOM BACKUP BARS TIED
TO ANCHOR (LAP 2'-0" AS REQUIRED)
NAIL TO FORMDISTRIBUTED TENDONS
BANDED TENDONS EQ.EQ.16"
PT TENDON STRESSING TAIL
GROMMET
SUPPORT BARS AT 48" O.C. MAX.
ANCHOR CASTINGADDITIONAL (2)#4 TOP AND BOTTOM AT
BANDED TENDON AT 12" O.C. EXTEND
1'-6" BEYOND LAST ANCHOR AT EACH END
NAIL TO FORM
#4 HAIRPIN IN BANDED DIRECTION ONLY. NUMBER
OF HAIRPINS = NUMBER OF ANCHOR RODS PLUS
(1). CENTER WITHIN SLAB THICKNESS
18"
HAIRPIN THICKNESS TO BE 12"
FOR 24" SLAB, 7" FOR 14" OR
18" SLAB, 4" FOR 9" SLAB EQ.EQ.16"
PT TENDON STRESSING TAIL
GROMMET
SUPPORT BARS AT 3'-0" O.C. MAX.
ANCHOR CASTING#4 TOP AND BOTTOM BACKUP BARS TIED
TO ANCHOR (LAP 2'-0" AS REQUIRED)
NAIL TO FORMDISTRIBUTED TENDONS
BANDED TENDONS EQ.EQ.16"
PT TENDON STRESSING TAIL
GROMMET
SUPPORT BARS AT 48" O.C. MAX.
ANCHOR CASTINGADDITIONAL (2)#4 TOP AND BOTTOM AT
BANDED TENDON AT 12" O.C. EXTEND
1'-6" BEYOND LAST ANCHOR AT EACH END
NAIL TO FORM
#4 HAIRPIN IN BANDED DIRECTION ONLY. NUMBER
OF HAIRPINS = NUMBER OF ANCHOR RODS PLUS
(1). CENTER WITHIN SLAB THICKNESS
18"
HAIRPIN THICKNESS TO BE 12"
FOR 24" SLAB, 7" FOR 14" OR
18" SLAB, 4" FOR 9" SLAB
MIN. 2 1/2" CLEAR
MIN. 2 1/2" CLEAR
2' - 6"3"2" MIN. CLEARBETWEEN TENDONSTENDON SWEEP NOTES:
1. WHERE TENDON SWEEP IS TIGHTER THAN 1:12, SEPARATE TENDONS BY 2" AT TURN AND ADD #3 OR #4 HAIRPINS AT 12" O.C.
MAX.
2. HAIRPINS TO CAPTURE NO MORE THAN (4) TENDONS. PROVIDE ADDITIONAL HAIRPINS FOR LARGER TENDON GROUPINGS.
3. SEE P/T SHOP DRAWINGS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. THE MORE STRINGENT HAIRPIN
REQUIREMENTS BETWEEN THE SHOP DRAWINGS AND THIS DETAIL SHALL APPLY.
4. DO NOT SLOPE TENDONS TIGHTER THAN 1:3 WITHOUT ENGINEER APPROVAL.
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:25 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS01.41
Author Checker
DDS-025-22
TYPICAL
ELEVATED
SLAB DETAILS
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NC3/4" = 1'-0"1 TYPICAL POST-TENSIONED SLAB TENDON DRAPE DETAILS
3/4" = 1'-0"2 TYPICAL MILD REINFORCEMENT IN P/T SLAB DETAIL
3/4" = 1'-0"3 P/T CONSTRUCTION JOINT (NON-TRANSFER SLABS)
3/4" = 1'-0"4 P/T CONSTRUCTION JOINT (TRANSFER SLABS)
3/4" = 1'-0"5 BANDED TENDONS AT MID-SPAN
3/4" = 1'-0"6 PROFILE FOR HARPED TENDONS AT SHEAR WALL / CANTILEVER
3/4" = 1'-0"7 SECTION THROUGH BANDED TENDON AT COLUMN
3/4" = 1'-0"8 FLARING OF BANDED TENDONS AT SLAB EDGE
3/4" = 1'-0"9 PLACEMENT OF ADDED TENDON
3/4" = 1'-0"10 TOP REINFORCEMENT AT EXTERIOR COLUMNS
3/4" = 1'-0"11 OPENINGS AT PT ANCHORAGE
3/4" = 1'-0"12 TRIM BARS FOR COMBINED OPENINGS
3/4" = 1'-0"13 TRIM BARS AT SLAB OPENINGS 10" - 24"
3/4" = 1'-0"14 TENDON PLACEMENT AT OPENING 24" OR LARGER
3/4" = 1'-0"15 ENCAPSULATED SYSTEM FOR TENDONS AT DEAD END
3/4" = 1'-0"16 ENCAPSULATED SYSTEM FOR TENDONS AT LIVE END
3/4" = 1'-0"17 END ANCHOR AT TENDONS - LIVE END
3/4" = 1'-0"18 END ANCHOR AT TENDONS - DEAD END
3/4" = 1'-0"19 TENDON SWEEP DETAIL
DATE DESCRIPTION REV
3 AT 3", GROUP OF
4 ANCHORS MAX.
4" MIN. BETWEEN EACH
GROUP OF ANCHORS #4x BETWEEN
ANCHORS AS SHOWN
18"
18"SLAB THICKNESS PER PLANCONTINUOUS
9" TYP.LIMIT OF TENDON BAND
CONTINUOUS
9" TYP.
P/T ANCHOR, TYP.
(2)#4 TOP AND BOTTOM. SEE
TYPICAL END ANCHORAGE AT
BANDED TENDON DETAIL FOR
ADDITIONAL INFORMATION.
PROTECT REBAR DURING
CONSTRUCTION. CLEAN PRIOR TO
PLACING CONCRETE.
NOTES:
1. CLOSURE STRIP TO BE POURED WITH NON-SHRINK CONCRETE NOT LESS THAN 21 DAYS AFTER ADJACENT SLABS.
2. RETAIN SHORING UNTIL CLOSURE CONCRETE HAS REACHED 75% OF DESIGN STRENGTH OR 7 DAYS, MIN.
3. PROVIDE SHEAR KEY BETWEEN STRESSING HEADS FOR SLABS THICKER THAN 6" (SEE TYPICAL DETAILS), CLEAN JOINTS, AND
APPLY BONDING AGENT PRIOR TO PLACING CONCRETE.
4. TO AVOID MISALIGNMENT BETWEEN ADJACENT SLABS, USE MECHANICAL METHODS SUCH AS JACKING IF NECESSARY.
5. USE ENCAPSULATED P.T. SYSTEM IF SLAB IS EXPOSED TO WEATHER OR CORROSIVE ENVIRONMENT AND CAULK TOP JOINTS ALL
AROUND AS NOTED.
6. PROVIDE WATERPROOFING MEMBRANE IF REQUIRED FOR WATER-TIGHTNESS.
3"3"
POUR STRIP 3'-6" U.N.O. ON PLAN
COORDINATE WITH P.T. CONTRACTOR
SEE NOTE 3
TOP REINFORCING AS SHOWN ON
PLAN
BOTTOM REINFORCING AS SHOWN
ON PLAN
ADDED TOP AND BOTTOM BARS
AND HAIRPINS OR BACKUP BARS
AS REQUIRED PER TYP. DETAILS
(3)#6 BARS TOP AND BOTTOM
CONTINUOUS
PROVIDE 3/8" V-GROOVE AND
SILICONE SEALANT TYP. AT TOP, AT
PARKING DECK AND EXPOSED SLAB.
NOTES:
1. EQUIPMENT, PIPING AND DUCTWORK SUSPENDED FROM OR PENETRATING THROUGH POST-TENSIONED SLAB SHALL BE
CAPABLE OF ACCOMMODATING 1/2" OF DOWNWARD SLAB DEFLECTION DUE TO LIVE LOADS IMPOSED ON THE SLABS.
2. DESIGN OF ATTACHMENTS ABOVE BY INDIVIDUAL COMPONENT MANUFACTURER.
3. ATTACHMENT REQUIREMENTS APPLICABLE AT BOTH TOP AND BOTTOM OF SLAB.
HILTI X-U UNIVERSAL FASTENER OR
APPROVED EQUALPOWER DRIVEN FASTENERS3/4" MAX.3/8 HILTI HDI-P DROP-IN ANCHOR
OR APPROVED EQUALDRILLED ANCHORS
DO NOT OVER DRILL
CAST-IN INSERTS SUBMIT TO SOR
FOR APPROVALCAST-IN ANCHORS
UNISTRUT EMBEDDED ANCHOR OR
APPROVED EQUAL
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:25 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS01.42
Author Checker
DDS-025-22
ELEVATED
SLAB DETAILS
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
3/4" = 1'-0"1 TYPICAL TENDON BAND REINFORCEMENT AT SLAB EDGE
3/4" = 1'-0"2 TYPICAL POUR STRIP
3/4" = 1'-0"3 ATTACHMENTS TO P/T SLAB
STOP ALL HORIZ. JOINT
REINF. AT CONTROL JOINT
BUILDING PAPER OR OTHER
BOND BREAK
NOTES FOR MASONRY CONTROL JOINTS:
1. LOCATE AT CHANGES IN WALL HEIGHT OR WALL THICKNESS
2. ALIGN WITH MOVEMENT JOINTS IN FOUNDATIONS AND FLOORS
3. SPACE JOINTS AT THE LESSER OF 1.5x THE WALL HEIGHT OR EVERY 25 FEET
4. LOCATE ADJACENT TO WALL CORNERS OR WALL INTERSECTIONS WITHIN A DISTANCE EQUAL TO HALF THE CONTROL
JOINT SPACING
5. LOCATE A MINIMUM OF TWO CELLS FROM ONE SIDE OF DOOR OR WINDOW OPENING LINTELS
OPTION 1: PREFORMED GASKET
OPTION 2: FORMED PAPER JOINT
BACKER ROD AND SEALANT
ON EACH FACE
STOP ALL HORIZ. JOINT
REINF. AT CONTROL JOINT
PREFORMED GASKET IN
CONCRETE MASONRY SASH
UNIT
BACKER ROD AND SEALANT
ON EACH FACE
GROUT VOID SOLID
ELEVATED SLAB, SEE PLAN
FOR THICKNESS AND REINF.2' - 8"8" CMU WALL. SEE DETAIL
4/S230 FOR CONNECTION AT
TOP OF WALL
#5 DOWELS TO MATCH
VERTICAL BARS IN FULLY
GROUTED CELLS W/ 1'-0"
HOOK INTO SLAB
SEE DETAIL 4/S230 FOR TOP
OF CMU WALL CONNECTION
PROVIDE CORNER BARS TO
MATCH SIZE AND SPACING OF
HORIZONTAL BOND BEAM
REINFORCEMENT, PROVIDE 30"
MINIMUM LAP SPLICE
CORNER
INTERSECTION
T-INTERSECTION
PLAN VIEW
NOMINAL 8" DEEP CMU LINTEL
WITH 1#5 HORIZONTAL AT
ELEVATOR DOOR OPENING,
MAXIMUM OPENING SPAN
SHALL NOT EXCEED 4'-8"CONTINUOUS 1#5 JAMB
REINFORCING EACH SIDE OF
OPENING IN GROUT FILLED CELLS
CMU WALL
OPENING
PROVIDE PREFABRICATED T-
INTERSECTION HORIZONTAL
JOINT REINFORCEMENT
PROVIDE 3#5
VERTICAL CORNER
BARS EACH CORNER
OF SHAFT IN SOLID
GROUT FILLED CELLS
CORNER
INTERSECTION
T-INTERSECTION
PLAN VIEW
CMU WALL REINFORCED WITH
#5 BARS SPACED AT 24" O.C.
PROVIDE PREFABRICATED CORNER
INTERSECTION HORIZONTAL JOINT
REINFORCEMENT
SOLID CMU AT TOP COURSE AT
RATED WALL ASSEMBLY
3"x3"x1/4" x 8" ANGLE AT 4'-0" O.C.
ATTACHED WITH (2) 3/8"
EXPANSION OR SCREW ANCHORS
WITH MIN. 4" EMBED, BOTH SIDES
OF WALL
MIN. 1", MAX. 2" BETWEEN SLAB
AND TOP OF CMU
SEE ARCH DRAWINGS FOR
COMPRESSIBLE FILLER AND
SEALANT REQUIREMENTS
CMU WALL, SEE MASONRY NOTES
AND DETAILS FOR ADDITIONAL
INFORMATION
SOLID CMU AT TOP COURSE AT
RATED WALL ASSEMBLY
3"x3"x1/4" x 8" ANGLE AT 4'-0" O.C.
ATTACHED WITH (2) 3/8"
EXPANSION OR SCREW ANCHORS
WITH MIN. 4" EMBED, BOTH SIDES
OF WALL
MIN. 1", MAX. 2" BETWEEN SLAB
AND TOP OF CMU
SEE ARCH DRAWINGS FOR
COMPRESSIBLE FILLER AND
SEALANT REQUIREMENTS
CMU WALL, SEE MASONRY NOTES
AND DETAILS FOR ADDITIONAL
INFORMATION
NOMINAL 8" DEEP CMU LINTEL
WITH 1#5 HORIZONTAL AT
ELEVATOR DOOR OPENING,
MAXIMUM OPENING SPAN
SHALL NOT EXCEED 4'-8"
PROVIDE #5 VERTICAL BARS
SPACED AT 24" O.C. MAX ALONG
ALL SIDES OF SHAFT
PROVIDE 3#5 VERTICAL CORNER
BARS EACH CORNER OF SHAFT
CORRIDOR
UNIT
UNITUNIT
10
S2.61
11
S2.61
10
S2.61
9
S2.61
8
S2.61
ELEVATOR SHAFT
NOTE:
PROVIDE NOMINAL 8" DEEP CMU BOND BEAM AT EACH FLOOR LEVEL REINFORCED WITH 2#5, SEE DETAILS FOR MORE INFORMATION.
2-HR RATED HORIZONTAL
CEILING ASSEMBLY, SEE ARCH
FOR SPECIFICATIONS AND
REQUIREMENTS
2x10 JOISTS SPACED AT 16" O.C.,
SEE PLAN FOR ORIENTATION
ELEVATOR HOIST BEAM, SEE PLAN
FOR SIZE AND ORIENTATION
8" CMU BOND BEAM AT TOP
OF CMU ELEVATOR SHAFT
REINFORCED WITH 2#5
4"x6"x1/4" THICK BEARING
PLATE WITH 1/2"Øx6" LONG
HEADED STUDS
FILL VOID WITH SOLID GROUT
ONCE HOIST BEAM IS INSTALLED
ELEVATOR
SHAFT
4"
P.T. (2) 2x8 PLATE WITH
1/2"Ø ANCHOR BOLTS
SPACED AT 24" O.C.
SIMPSON H2.5T EACH END OF
JOIST AT PERPENDICULAR
CONDITION
DOUBLE JOIST AT EDGE OF
SHAFT AT PARALLEL CONDITION
AND 2x10 RIM JOIST AT
PERPENDICULAR CONDITION
TRUSSES PERPENDICULAR
NOTES:
1. FOR LEDGER ATTACHMENT, PROVIDE MINIMUM 1½" EDGE DISTANCE, 6" END DISTANCE, AND 4" BETWEEN ROWS.
2. CORRDIOR LEDGER SCREWS SHALL BE DRIVEN INTO SOLID 4x4 VERTICALS OF LADDER TRUSS.
3. PROVIDE UP TO AN ADDITIONAL 1.5" OF LEVELING GYPCRETE IN FRONT OF ELEVATOR DOOR OPENING APPROXIMATELY
6 MONTHS AFTER BUILDING HAS BEEN 'CLOSED IN' TO ACCOUNT FOR ANY WOOD SHRINKAGE THAT HAS TAKEN PLACE.
8" DEEP CMU BOND BEAM AT
EACH FLOOR LEVEL REINFORCED
WITH 2#5
STAIR/
ELEVATOR
SHAFT
LADDER TRUSS WITH 4x4
VERTICALS SPACED AT 12" O.C.8" DEEP CMU LINTEL WITH 1#5
HORIZONTAL AT ELEVATOR DOOR
OPENING, MAXIMUM OPENING
SPAN SHALL NOT EXCEED 4'-8"COORD W/ELEV MANUFAT ELEVATOR: ELEVATOR SILL
ANGLE AND CONNECTION BY
ELEVATOR MANUFACTURER
AT ELEVATOR: L6x4x5/16 LLV
ALONG LENGTH OF ELEVATOR
DOOR OPENING WITH 1/2"Øx6"
LONG HEADED STUDS SPACED
AT 12" O.C.
2x CEILING BELOW
MECHANICAL PLENUM
SEE SCHEDULE FOR CORRIDOR
JOIST AND LEDGER SIZES AND
FOR ATTACHMENTS
CONTINUOUS 7/16" OSB
NAILED TO TRUSS VERTICALS,
TOP AND BOTTOM CHORD
WITH 8d NAILS SPACED AT 4"
O.C. ALONG ALL EDGES
TRUSSES PERPENDICULAR
2x NAILER FOR CEILING
ATTACHMENT
CONTINUOUS 7/16" OSB
NAILED TO TRUSS VERTICALS,
TOP AND BOTTOM CHORD
WITH 8d NAILS SPACED AT 4"
O.C. ALONG ALL EDGES
TOP CHORD BEARING
CORRIDOR TRUSS
2x10 LEDGER WITH (2) ROWS
OF SIMPSON SDWS22500DB
SCREWS AT 12" O.C.
LADDER TRUSS WITH 4x4
VERTICALS SPACED AT 12" O.C.
NOTES:
1. FOR LEDGER ATTACHMENT, PROVIDE MINIMUM 1½" EDGE DISTANCE, 6" END DISTANCE, AND 4" BETWEEN ROWS.
2. CORRDIOR LEDGER SCREWS SHALL BE DRIVEN INTO SOLID 4x4 VERTICALS OF LADDER TRUSS.
8" DEEP CMU BOND BEAM AT
EACH FLOOR LEVEL REINFORCED
WITH 2#5
ELEVATOR
SHAFT
TRUSSES PERPENDICULAR
2x4 FLAT BLOCKING
BETWEEN EACH TRUSS
PROVIDE CRIPPLE STUDS
BETWEEN EACH TRUSS PER
TYPICAL DETAIL
2x4 RIBBON
8" DEEP CMU BOND BEAM AT
EACH FLOOR LEVEL REINFORCED
WITH 2#5
ELEVATOR
SHAFT
LADDER TRUSS WITH VERTICALS
SPACED TO MATCH SPACING OF
WALL STUDS ABOVE
TRUSSES PARALLEL
8" DEEP CMU BOND BEAM AT
EACH FLOOR LEVEL REINFORCED
WITH 2#5
ELEVATOR
SHAFT
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:26 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS01.61
MG,GK,MS MJS
DDS-025-22
MASONRY
DETAILS
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NC3/4" = 1'-0"5 CMU - TYPICAL WALL CONTROL JOINT
3/4" = 1'-0"12 MID-LEVEL SLAB AT CMU CRASH WALL
3/4" = 1'-0"1 TYPICAL BOND BEAM INTERSECTION
3/4" = 1'-0"2 TYPICAL CMU SHAFT OPENING
3/4" = 1'-0"3 TYPICAL WALL INTERSECTION REINFORCING
3/4" = 1'-0"4 CMU - TYPICAL TOP OF WALL AT CIP SLAB
1/2" = 1'-0"6 MASONRY ELEVATOR SHAFT - ENLARGED PLAN
3/4" = 1'-0"7 CMU ELEVATOR SHAFT - 2x ROOF FRAMING
3/4" = 1'-0"8 CMU SHAFT - CORRIDOR ENTRY
3/4" = 1'-0"9 CMU ELEVATOR SHAFT - CORRIDOR
3/4" = 1'-0"10 CMU ELEVATOR SHAFT - TRUSS BEARING
3/4" = 1'-0"11 CMU ELEVATOR SHAFT - NON BEARING
DATE DESCRIPTION REV
FOUNDATION PLAN LEGEND
FOOTING LINE
WALL CENTERLINE
AND THICKENED SLAB
FOOTING STEP
DEPRESSED SLAB CONCRETE CURB OR
OVERBUILT SLABF.S.SLAB ELEVATION
CHANGE
J K L M N P Q R
4
U
7
6
5
1
2
S
8
3
T
SWM VAULT
SIZE, DEPTH, LOCATION TBD
WILL IMPACT ADJACENT FOOTING
SIZE, DEPTH, ORIENTATION
FOUNDATION SCHEMATIC DESIGN ASSUMPTIONS
• FOUNDATIONS WILL BE SUPPORTED UPON A COMBINATION OF WEATHERED ROCK, CONTROLLED FILL,
OR GROUND IMPROVEMENT IN AREAS OF UNCONTROLLED FILLED THAT IS TOO DEEP FOR REMOVAL
AND REPLACEMENT
• FOUNDATIONS WILL BE DESIGNED FOR A NET ALLOWALBE SOIL BEARING PRESSURE OF 5000 PSF
• BASEMENT WALLS UP AGAINST SOE WILL BE DESIGNED WITH AN ECCENTRIC FOOTING
• INTERIOR FOOTINGS WILL BE PLACED AT 18" BELOW SLAB AND PERIMETER FOOTINGS WILL BE PLACED
AT 12" BELOW SLAB UNLESS UTILITY ASPECTS OR STEPPING FOUNDATIONS DICTATE OTHERWISE
• SWM VAULT IS NOT DETERMINED AT THIS TIME. FOOTINGS WILL COORDINATE WITH LAYOUT
• SLAB ON GRADE TO BE 4" THICK AT INTERIOR RETAIL/AMENITY, AND 5" THICK WITH A COMBINATION
OF W.W.M. AND MILD REINFORCEMENT ADJACENT TO STEPS IN THE FOUNDATION WALL
• UNDERSLAB DRAINAGE SYSTEM WITHIN GRAVEL IS ANTICIPATED
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:27 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS02.01A
Author Checker
DDS-025-22
FOUNDATION
PLAN -PART A
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCFOUNDATION PLAN NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 TYPICAL AREA
SLAB ON GRADE
4" THICK REINFORCED WITH 6x6 W1.4xW1.4 W.W.M.
PLACED IN UPPER THIRD OF SLAB
SEE SHEET SXXX FOR ADDITIONAL INFORMATION
2 PARKING AREA
SLAB ON GRADE
5" THICK REINFORCED WITH 6x6 W2.1xW2.1 W.W.M.
PLACED IN UPPER THIRD OF SLAB
SEE SHEET SXXX FOR ADDITIONAL INFORMATION
3 FINISHED
FLOOR
ELEVATION
SEE PLAN FOR SLAB ELEVATIONS AND FOR LOCATIONS OF
SLOPED SLABS, STEPS IN SLAB, DRAINS, AND DEPRESSIONS
VERIFY WITH LATEST ARCHITECTURAL AND CIVIL
DRAWINGS
4 WALL
FOOTINGS
INDICATED ON DRAWINGS AS WFX.X, SEE PLAN FOR TOP OF
FOOTING ELEVATION
SEE SCHEDULE AND DETAILS FOR SIZE AND
REINFORCEMENT
5 ISOLATED
COLUMN
FOOTINGS
INDICATED ON DRAWINGS AS FX.X, SEE PLAN FOR TOP OF
FOOTING ELEVATION
SEE SCHEDULES AND DETAILS FOR SIZE AND
REINFORCEMENT
6 ISOLATED
CONCRETE
COLUMNS
SEE CONCRETE COLUMN SCHEDULE FOR COLUMN SIZE AND
REINFORCEMENT
SEE SHEET SXXX FOR ADDITIONAL INFORMATION
7 UTILITIES LOWER FOOTINGS AS NEEDED TO PASS UTILITY LINES
WITHIN 24" OF THE FOOTING THROUGH FOUNDATION
WALLS, COORDINATE INVERT ELEVATIONS WITH CIVIL AND
MEP DRAWINGS
SEE X/SXXX AND X/SXXX FOR ADDTIONAL
INFORMATION
8 FOOTING
LOADS
LOADS SHOWN ON PLAN REPRESENT TOTAL FACTORED ASD
LOADS
WALL FOOTING SCHEDULE (5000 PSF ALLOWABLE BEARING)
MARK WIDTH DEPTH CONTINUOUS REINFORCEMENT TRANSVERSE REINFORCEMENT
ISOLATED FOOTING SCHEDULE (5000 PSF ALLOWABLE BEARING)
MARK WIDTH LENGTH DEPTH REINFORCEMENT REMARKS
12" MAT
SLAB
<varies> <varies> 1' - 0"
F4.0 4' - 0" 4' - 0" 1' - 0" 14#8 EACH WAY
F13.0 13' - 0" 13' - 0" 3' - 1" 14#8 EACH WAY
DATE DESCRIPTION REV
C D E F G H J
4
7
6
5
1
2
8
3
B
OV XY
SWM VAULT
SIZE, DEPTH, LOCATION TBD
WILL IMPACT ADJACENT FOOTING
SIZE, DEPTH, ORIENTATION
FOUNDATION PLAN LEGEND
FOOTING LINE
WALL CENTERLINE
AND THICKENED SLAB
FOOTING STEP
DEPRESSED SLAB CONCRETE CURB OR
OVERBUILT SLABF.S.SLAB ELEVATION
CHANGE
FOUNDATION SCHEMATIC DESIGN ASSUMPTIONS
• FOUNDATIONS WILL BE SUPPORTED UPON A COMBINATION OF WEATHERED ROCK, CONTROLLED FILL,
OR GROUND IMPROVEMENT IN AREAS OF UNCONTROLLED FILLED THAT IS TOO DEEP FOR REMOVAL
AND REPLACEMENT
• FOUNDATIONS WILL BE DESIGNED FOR A NET ALLOWALBE SOIL BEARING PRESSURE OF 5000 PSF
• BASEMENT WALLS UP AGAINST SOE WILL BE DESIGNED WITH AN ECCENTRIC FOOTING
• INTERIOR FOOTINGS WILL BE PLACED AT 18" BELOW SLAB AND PERIMETER FOOTINGS WILL BE PLACED
AT 12" BELOW SLAB UNLESS UTILITY ASPECTS OR STEPPING FOUNDATIONS DICTATE OTHERWISE
• SWM VAULT IS NOT DETERMINED AT THIS TIME. FOOTINGS WILL COORDINATE WITH LAYOUT
• SLAB ON GRADE TO BE 4" THICK AT INTERIOR RETAIL/AMENITY, AND 5" THICK WITH A COMBINATION
OF W.W.M. AND MILD REINFORCEMENT ADJACENT TO STEPS IN THE FOUNDATION WALL
• UNDERSLAB DRAINAGE SYSTEM WITHIN GRAVEL IS ANTICIPATED
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:28 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS02.01B
Author Checker
DDS-025-22
FOUNDATION
PLAN -PART B
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 FOUNDATION PLAN - PART B
FOUNDATION PLAN NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 TYPICAL AREA
SLAB ON GRADE
4" THICK REINFORCED WITH 6x6 W1.4xW1.4 W.W.M.
PLACED IN UPPER THIRD OF SLAB
SEE SHEET SXXX FOR ADDITIONAL INFORMATION
2 PARKING AREA
SLAB ON GRADE
5" THICK REINFORCED WITH 6x6 W2.1xW2.1 W.W.M.
PLACED IN UPPER THIRD OF SLAB
SEE SHEET SXXX FOR ADDITIONAL INFORMATION
3 FINISHED
FLOOR
ELEVATION
SEE PLAN FOR SLAB ELEVATIONS AND FOR LOCATIONS OF
SLOPED SLABS, STEPS IN SLAB, DRAINS, AND DEPRESSIONS
VERIFY WITH LATEST ARCHITECTURAL AND CIVIL
DRAWINGS
4 WALL
FOOTINGS
INDICATED ON DRAWINGS AS WFX.X, SEE PLAN FOR TOP OF
FOOTING ELEVATION
SEE SCHEDULE AND DETAILS FOR SIZE AND
REINFORCEMENT
5 ISOLATED
COLUMN
FOOTINGS
INDICATED ON DRAWINGS AS FX.X, SEE PLAN FOR TOP OF
FOOTING ELEVATION
SEE SCHEDULES AND DETAILS FOR SIZE AND
REINFORCEMENT
6 ISOLATED
CONCRETE
COLUMNS
SEE CONCRETE COLUMN SCHEDULE FOR COLUMN SIZE AND
REINFORCEMENT
SEE SHEET SXXX FOR ADDITIONAL INFORMATION
7 UTILITIES LOWER FOOTINGS AS NEEDED TO PASS UTILITY LINES
WITHIN 24" OF THE FOOTING THROUGH FOUNDATION
WALLS, COORDINATE INVERT ELEVATIONS WITH CIVIL AND
MEP DRAWINGS
SEE X/SXXX AND X/SXXX FOR ADDTIONAL
INFORMATION
8 FOOTING
LOADS
LOADS SHOWN ON PLAN REPRESENT TOTAL FACTORED ASD
LOADS
WALL FOOTING SCHEDULE (5000 PSF ALLOWABLE BEARING)
MARK WIDTH DEPTH CONTINUOUS REINFORCEMENT TRANSVERSE REINFORCEMENT
ISOLATED FOOTING SCHEDULE (5000 PSF ALLOWABLE BEARING)
MARK WIDTH LENGTH DEPTH REINFORCEMENT REMARKS
12" MAT
SLAB
<varies> <varies> 1' - 0"
F4.0 4' - 0" 4' - 0" 1' - 0" 14#8 EACH WAY
F13.0 13' - 0" 13' - 0" 3' - 1" 14#8 EACH WAY
9
10
11
13
14
16
17
8
OV XY
15
12
FOUNDATION PLAN LEGEND
FOOTING LINE
WALL CENTERLINE
AND THICKENED SLAB
FOOTING STEP
DEPRESSED SLAB CONCRETE CURB OR
OVERBUILT SLABF.S.SLAB ELEVATION
CHANGE
FOUNDATION SCHEMATIC DESIGN ASSUMPTIONS
• FOUNDATIONS WILL BE SUPPORTED UPON A COMBINATION OF WEATHERED ROCK, CONTROLLED FILL,
OR GROUND IMPROVEMENT IN AREAS OF UNCONTROLLED FILLED THAT IS TOO DEEP FOR REMOVAL
AND REPLACEMENT
• FOUNDATIONS WILL BE DESIGNED FOR A NET ALLOWALBE SOIL BEARING PRESSURE OF 5000 PSF
• BASEMENT WALLS UP AGAINST SOE WILL BE DESIGNED WITH AN ECCENTRIC FOOTING
• INTERIOR FOOTINGS WILL BE PLACED AT 18" BELOW SLAB AND PERIMETER FOOTINGS WILL BE PLACED
AT 12" BELOW SLAB UNLESS UTILITY ASPECTS OR STEPPING FOUNDATIONS DICTATE OTHERWISE
• SWM VAULT IS NOT DETERMINED AT THIS TIME. FOOTINGS WILL COORDINATE WITH LAYOUT
• SLAB ON GRADE TO BE 4" THICK AT INTERIOR RETAIL/AMENITY, AND 5" THICK WITH A COMBINATION
OF W.W.M. AND MILD REINFORCEMENT ADJACENT TO STEPS IN THE FOUNDATION WALL
• UNDERSLAB DRAINAGE SYSTEM WITHIN GRAVEL IS ANTICIPATED
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:30 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS02.01C
Author Checker
DDS-025-22
FOUNDATION
PLAN -PART C
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 FOUNDATION PLAN - PART C
FOUNDATION PLAN NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 TYPICAL AREA
SLAB ON GRADE
4" THICK REINFORCED WITH 6x6 W1.4xW1.4 W.W.M.
PLACED IN UPPER THIRD OF SLAB
SEE SHEET SXXX FOR ADDITIONAL INFORMATION
2 PARKING AREA
SLAB ON GRADE
5" THICK REINFORCED WITH 6x6 W2.1xW2.1 W.W.M.
PLACED IN UPPER THIRD OF SLAB
SEE SHEET SXXX FOR ADDITIONAL INFORMATION
3 FINISHED
FLOOR
ELEVATION
SEE PLAN FOR SLAB ELEVATIONS AND FOR LOCATIONS OF
SLOPED SLABS, STEPS IN SLAB, DRAINS, AND DEPRESSIONS
VERIFY WITH LATEST ARCHITECTURAL AND CIVIL
DRAWINGS
4 WALL
FOOTINGS
INDICATED ON DRAWINGS AS WFX.X, SEE PLAN FOR TOP OF
FOOTING ELEVATION
SEE SCHEDULE AND DETAILS FOR SIZE AND
REINFORCEMENT
5 ISOLATED
COLUMN
FOOTINGS
INDICATED ON DRAWINGS AS FX.X, SEE PLAN FOR TOP OF
FOOTING ELEVATION
SEE SCHEDULES AND DETAILS FOR SIZE AND
REINFORCEMENT
6 ISOLATED
CONCRETE
COLUMNS
SEE CONCRETE COLUMN SCHEDULE FOR COLUMN SIZE AND
REINFORCEMENT
SEE SHEET SXXX FOR ADDITIONAL INFORMATION
7 UTILITIES LOWER FOOTINGS AS NEEDED TO PASS UTILITY LINES
WITHIN 24" OF THE FOOTING THROUGH FOUNDATION
WALLS, COORDINATE INVERT ELEVATIONS WITH CIVIL AND
MEP DRAWINGS
SEE X/SXXX AND X/SXXX FOR ADDTIONAL
INFORMATION
8 FOOTING
LOADS
LOADS SHOWN ON PLAN REPRESENT TOTAL FACTORED ASD
LOADS
WALL FOOTING SCHEDULE (5000 PSF ALLOWABLE BEARING)
MARK WIDTH DEPTH CONTINUOUS REINFORCEMENT TRANSVERSE REINFORCEMENT
ISOLATED FOOTING SCHEDULE (5000 PSF ALLOWABLE BEARING)
MARK WIDTH LENGTH DEPTH REINFORCEMENT REMARKS
12" MAT
SLAB
<varies> <varies> 1' - 0"
F4.0 4' - 0" 4' - 0" 1' - 0" 14#8 EACH WAY
F13.0 13' - 0" 13' - 0" 3' - 1" 14#8 EACH WAY
J K L M N P Q R
4
U
7
6
5
1
2
S
8
3
TJKLMNPQR
4
U
7
6
5
1
2
S
8
3
T
FOUNDATION SCHEMATIC DESIGN ASSUMPTIONS
• FOUNDATIONS WILL BE SUPPORTED UPON A COMBINATION OF WEATHERED ROCK, CONTROLLED FILL,
OR GROUND IMPROVEMENT IN AREAS OF UNCONTROLLED FILLED THAT IS TOO DEEP FOR REMOVAL
AND REPLACEMENT
• FOUNDATIONS WILL BE DESIGNED FOR A NET ALLOWALBE SOIL BEARING PRESSURE OF 5000 PSF
• BASEMENT WALLS UP AGAINST SOE WILL BE DESIGNED WITH AN ECCENTRIC FOOTING
• INTERIOR FOOTINGS WILL BE PLACED AT 18" BELOW SLAB AND PERIMETER FOOTINGS WILL BE PLACED
AT 12" BELOW SLAB UNLESS UTILITY ASPECTS OR STEPPING FOUNDATIONS DICTATE OTHERWISE
• SWM VAULT IS NOT DETERMINED AT THIS TIME. FOOTINGS WILL COORDINATE WITH LAYOUT
• SLAB ON GRADE TO BE 4" THICK AT INTERIOR RETAIL/AMENITY, AND 5" THICK WITH A COMBINATION
OF W.W.M. AND MILD REINFORCEMENT ADJACENT TO STEPS IN THE FOUNDATION WALL
• UNDERSLAB DRAINAGE SYSTEM WITHIN GRAVEL IS ANTICIPATED
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:31 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS02.02A
Author Checker
DDS-025-22
LEVEL 2
ELEVATED
SLAB PLAN -
PART A
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 2 - PART A
WALL FOOTING SCHEDULE (5000 PSF ALLOWABLE BEARING)
MARK WIDTH DEPTH CONTINUOUS REINFORCEMENT TRANSVERSE REINFORCEMENT
ISOLATED FOOTING SCHEDULE (5000 PSF ALLOWABLE BEARING)
MARK WIDTH LENGTH DEPTH REINFORCEMENT REMARKS
12" MAT
SLAB
<varies> <varies> 1' - 0"
F4.0 4' - 0" 4' - 0" 1' - 0" 14#8 EACH WAY
F13.0 13' - 0" 13' - 0" 3' - 1" 14#8 EACH WAY
ELEVATED POST TENSIONED SLAB LAYOUT NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 ELEVATED SLAB REFER TO PLAN FOR TOP AND BOTTOM OF SLAB
ELEVATIONS
ELEVATIONS LISTED ABOVE AND BELOW SLAB
ELEVATION MARK RESPECTIVELY
2 TOP OF SLAB
CONFIGURATIO
N
SEE PLAN FOR LOCATIONS OF SLOPED SLABS, STEPS IN SLAB,
DRAINS, AND DEPRESSIONS
VERIFY WITH LATEST ARCHITECTURAL AND CIVIL
DRAWINGS
3 SLAB OPENINGS PROVIDE ADDITIONAL REINFORCEMENT AROUND
OPENINGS
SEE DETAIL X/SXXX FOR ADDITIONAL
INFORMATION
4 POUR STRIPS HATCHED AREA ON PLAN INDICATES POUR STRIP TO
REMAIN OPEN FOR A MINIMUM OF 28 DAYS AFTER
COMPLETION OF SLAB STRESSING
REFER TO X/SXXX FOR ADDITIONAL INFORMATION
5 REFERENCE
INFORMATION
REFER TO SHEETS S01.41 AND S01.42 FOR TYPICAL DETAILS
TO BE INCORPORATED AT ALL APPLICABLE LOCATIONS BY
SUPPLIER AND/OR CONTRACTOR
DETAILS MAY OR MAY NOT BE IDENTIFIED ON
PLANS
6 SLAB CORING POST TENSIONED SLAB SHALL NOT BE CORED UNLESS
APPROVED BY SER. CORE LOCATIONS SHALL BE SCANNED
LOCATE TENDONS, STUDRAILS, AND MILD BARS.
SEE DETAILS X/SXXX FOR ADDITIONAL CORE
DRILLING LIMITATIONS
7 DAMAGED
TENDONS
TENDONS DAMAGED DURING PLACEMENT OR
CONSTRUCTION SHALL BE REPAIRED BY SUPPLIER AND/OR
CONTRACTOR.
PROPOSED REPAIR SOLUTIONS SHOULD BE
SUBMITTED TO THE SER PRIOR TO
IMPLEMENTATION
SCHEMATIC DESIGN NOTES:
• FOOTINGS ADJACENT TO BUILDING STEP WILL
BE LOWERED.
C D E F G H J
4
7
6
5
1
2
8
3
B
OV XY
C D E F G H J
4
7
6
5
1
2
8
3
B
OV XY
FOUNDATION SCHEMATIC DESIGN ASSUMPTIONS
• FOUNDATIONS WILL BE SUPPORTED UPON A COMBINATION OF WEATHERED ROCK, CONTROLLED FILL,
OR GROUND IMPROVEMENT IN AREAS OF UNCONTROLLED FILLED THAT IS TOO DEEP FOR REMOVAL
AND REPLACEMENT
• FOUNDATIONS WILL BE DESIGNED FOR A NET ALLOWALBE SOIL BEARING PRESSURE OF 5000 PSF
• BASEMENT WALLS UP AGAINST SOE WILL BE DESIGNED WITH AN ECCENTRIC FOOTING
• INTERIOR FOOTINGS WILL BE PLACED AT 18" BELOW SLAB AND PERIMETER FOOTINGS WILL BE PLACED
AT 12" BELOW SLAB UNLESS UTILITY ASPECTS OR STEPPING FOUNDATIONS DICTATE OTHERWISE
• SWM VAULT IS NOT DETERMINED AT THIS TIME. FOOTINGS WILL COORDINATE WITH LAYOUT
• SLAB ON GRADE TO BE 4" THICK AT INTERIOR RETAIL/AMENITY, AND 5" THICK WITH A COMBINATION
OF W.W.M. AND MILD REINFORCEMENT ADJACENT TO STEPS IN THE FOUNDATION WALL
• UNDERSLAB DRAINAGE SYSTEM WITHIN GRAVEL IS ANTICIPATED
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:32 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS02.02B
Author Checker
DDS-025-22
LEVEL 2
SLAB/FOUNDATION
PLAN -PART B
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 2 SLAB/FOUNDATION PLAN - PART B
FOUNDATION PLAN NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 TYPICAL AREA
SLAB ON GRADE
4" THICK REINFORCED WITH 6x6 W1.4xW1.4 W.W.M.
PLACED IN UPPER THIRD OF SLAB
SEE SHEET SXXX FOR ADDITIONAL INFORMATION
2 PARKING AREA
SLAB ON GRADE
5" THICK REINFORCED WITH 6x6 W2.1xW2.1 W.W.M.
PLACED IN UPPER THIRD OF SLAB
SEE SHEET SXXX FOR ADDITIONAL INFORMATION
3 FINISHED
FLOOR
ELEVATION
SEE PLAN FOR SLAB ELEVATIONS AND FOR LOCATIONS OF
SLOPED SLABS, STEPS IN SLAB, DRAINS, AND DEPRESSIONS
VERIFY WITH LATEST ARCHITECTURAL AND CIVIL
DRAWINGS
4 WALL
FOOTINGS
INDICATED ON DRAWINGS AS WFX.X, SEE PLAN FOR TOP OF
FOOTING ELEVATION
SEE SCHEDULE AND DETAILS FOR SIZE AND
REINFORCEMENT
5 ISOLATED
COLUMN
FOOTINGS
INDICATED ON DRAWINGS AS FX.X, SEE PLAN FOR TOP OF
FOOTING ELEVATION
SEE SCHEDULES AND DETAILS FOR SIZE AND
REINFORCEMENT
6 ISOLATED
CONCRETE
COLUMNS
SEE CONCRETE COLUMN SCHEDULE FOR COLUMN SIZE AND
REINFORCEMENT
SEE SHEET SXXX FOR ADDITIONAL INFORMATION
7 UTILITIES LOWER FOOTINGS AS NEEDED TO PASS UTILITY LINES
WITHIN 24" OF THE FOOTING THROUGH FOUNDATION
WALLS, COORDINATE INVERT ELEVATIONS WITH CIVIL AND
MEP DRAWINGS
SEE X/SXXX AND X/SXXX FOR ADDTIONAL
INFORMATION
8 FOOTING
LOADS
LOADS SHOWN ON PLAN REPRESENT TOTAL FACTORED ASD
LOADS
WALL FOOTING SCHEDULE (5000 PSF ALLOWABLE BEARING)
MARK WIDTH DEPTH CONTINUOUS REINFORCEMENT TRANSVERSE REINFORCEMENT
ISOLATED FOOTING SCHEDULE (5000 PSF ALLOWABLE BEARING)
MARK WIDTH LENGTH DEPTH REINFORCEMENT REMARKS
12" MAT
SLAB
<varies> <varies> 1' - 0"
F4.0 4' - 0" 4' - 0" 1' - 0" 14#8 EACH WAY
F13.0 13' - 0" 13' - 0" 3' - 1" 14#8 EACH WAY
SCHEMATIC DESIGN NOTES:
• FOOTINGS ADJACENT TO BUILDING STEP WILL
BE LOWERED.
9
10
11
13
14
16
17
8
OV XY
15
12
9
10
11
13
14
16
17
8
OV XY
15
12
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:33 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS02.02C
Author Checker
DDS-025-22
LEVEL 2
ELEVATED
SLAB PLAN -
PART C
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
J K L M N P Q R
4
U
7
6
5
1
2
S
8
3
TJKLMNPQR
4
U
7
6
5
1
2
S
8
3
T
MID-LEVEL ELEVATED SLAB SCHEMATIC DESIGN ASSUMPTIONS
• ESTIMATED 9" THICK POST TENSIONED SLAB
• 18"x24" SUPPORTING CONCRETE COLUMNS
• MAJORITY OF COLUMNS WILL REQUIRE STUDRAILS FOR INCREASED SHEAR CAPACITY
• ADDITIONAL MILD BARS TO BE PLACED OVER COLUMN LOCATIONS
• ANTICIPATE POUR STRIP AGAINST HIGH GRADE FOUNDATION WALL AND AROUND MID-SLAB IN THE
EAST-WEST DIRECTION
• STAIRWELL AND ELEVATOR WALLS SUPPORTING SLABS TO BE 10" CONCRETE WALLS
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:35 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS02.03A
Author Checker
DDS-025-22
LEVEL 3
ELEVATED
SLAB PLAN -
PART A
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
ELEVATED POST TENSIONED SLAB LAYOUT NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 ELEVATED SLAB REFER TO PLAN FOR TOP AND BOTTOM OF SLAB
ELEVATIONS
ELEVATIONS LISTED ABOVE AND BELOW SLAB
ELEVATION MARK RESPECTIVELY
2 TOP OF SLAB
CONFIGURATIO
N
SEE PLAN FOR LOCATIONS OF SLOPED SLABS, STEPS IN SLAB,
DRAINS, AND DEPRESSIONS
VERIFY WITH LATEST ARCHITECTURAL AND CIVIL
DRAWINGS
3 SLAB OPENINGS PROVIDE ADDITIONAL REINFORCEMENT AROUND
OPENINGS
SEE DETAIL X/SXXX FOR ADDITIONAL
INFORMATION
4 POUR STRIPS HATCHED AREA ON PLAN INDICATES POUR STRIP TO
REMAIN OPEN FOR A MINIMUM OF 28 DAYS AFTER
COMPLETION OF SLAB STRESSING
REFER TO X/SXXX FOR ADDITIONAL INFORMATION
5 REFERENCE
INFORMATION
REFER TO SHEETS S01.41 AND S01.42 FOR TYPICAL DETAILS
TO BE INCORPORATED AT ALL APPLICABLE LOCATIONS BY
SUPPLIER AND/OR CONTRACTOR
DETAILS MAY OR MAY NOT BE IDENTIFIED ON
PLANS
6 SLAB CORING POST TENSIONED SLAB SHALL NOT BE CORED UNLESS
APPROVED BY SER. CORE LOCATIONS SHALL BE SCANNED
LOCATE TENDONS, STUDRAILS, AND MILD BARS.
SEE DETAILS X/SXXX FOR ADDITIONAL CORE
DRILLING LIMITATIONS
7 DAMAGED
TENDONS
TENDONS DAMAGED DURING PLACEMENT OR
CONSTRUCTION SHALL BE REPAIRED BY SUPPLIER AND/OR
CONTRACTOR.
PROPOSED REPAIR SOLUTIONS SHOULD BE
SUBMITTED TO THE SER PRIOR TO
IMPLEMENTATION
SLAB REINFORCEMENT AND PLACEMENT LEGEND
TOP BARS
N#XxL@S
N = NUMBER OF BARS
X = SIZE OF BARS
L = LENGTH OF BARS (IN FEET)
S = SPACING OF BARS (IN INCHES)
ADDITIONAL BOTTOM BARS
N#XxL@SB
N = NUMBER OF BARS
X = SIZE OF BARS
L = LENGTH OF BARS (IN FEET)
S = SPACING OF BARS (IN INCHES)
B = ADDITIONAL BOTTOM BARS
REBAR PLACEMENT
INNERMOST LAYER
'PLAN' EAST-WEST DIRECTION
OUTERMOST LAYER'PLAN' NORTH-SOUTH DIRECTIONCONDUIT PLACEMENT WITHIN ELEVATED SLABS
• CONDUIT IS TO BE SPACED AT 3x THE CONDUIT DIAMETER
• CONDUIT SIZE SHALL NOT EXCEED 3" IN DIAMETER
• HORIZONTAL CONDUIT SHALL NOT BE PLACED WITHIN 3 FEET OF CONCRETE COLUMNS OR 1 FOOT
FROM CONCRETE COLUMN STUD RAILS
• CONDUIT SHALL NOT CROSS EACH OTHER
• CONDUIT SHALL NOT DISPLACE REBAR
• CONDUIT SHALL NOT BE ALUMINUM
• A MAXIMUM OF (3) CONDUITS ARE PERMITTED WITHIN A 5'-0" WIDE SECTION OF ELEVATED SLAB
• CONTRACTOR TO SUBMIT CONDUIT LAYOUT PLAN TO SER PRIOR TO CONCRETE PLACEMENT FOR
APPROVAL
J K L M N P Q R
4
U
7
6
5
1
2
S
8
3
TJKLMNPQR
4
U
7
6
5
1
2
S
8
3
T
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:35 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS02.03AR
Author Checker
DDS-025-22
LEVEL 3
ELEVATED
SLAB REINF.
PLAN -PART A
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
ELEVATED TRANSFER SLAB PLAN NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 ELEVATED SLAB TYPICAL XX" THICK WITH #X AT XX" O.C. BOTTOM MAT
U.N.O. ON PLAN
TOP BARS AND ADDITIONAL BOTTOM BARS
INDICATED ON PLAN
2 SLAB OPENINGS PROVIDE ADDITIONAL REINFORCEMENT AROUND
OPENINGS
SEE DETAIL X/SXXX FOR ADDITIONAL
INFORMATION
3 TOP OF SLAB
ELEVATION
SEE PLAN FOR SLAB ELEVATIONS AND FOR LOCATIONS OF
SLOPED SLABS, STEPS IN SLAB, DRAINS, AND DEPRESSIONS
VERIFY WITH LATEST ARCHITECTURAL AND CIVIL
DRAWINGS
1/8" = 1'-0"1 LEVEL 3 ELEVATED SLAB REINF. PLAN - PART A
C D E F G H J
4
7
6
5
1
2
8
3
B
OV XY
C D E F G H J
4
7
6
5
1
2
8
3
B
OV XY
MID-LEVEL ELEVATED SLAB SCHEMATIC DESIGN ASSUMPTIONS
• ESTIMATED 9" THICK POST TENSIONED SLAB
• 18"x24" SUPPORTING CONCRETE COLUMNS
• MAJORITY OF COLUMNS WILL REQUIRE STUDRAILS FOR INCREASED SHEAR CAPACITY
• ADDITIONAL MILD BARS TO BE PLACED OVER COLUMN LOCATIONS
• ANTICIPATE POUR STRIP AGAINST HIGH GRADE FOUNDATION WALL AND AROUND MID-SLAB IN THE
EAST-WEST DIRECTION
• STAIRWELL AND ELEVATOR WALLS SUPPORTING SLABS TO BE 10" CONCRETE WALLS
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:37 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS02.03B
Author Checker
DDS-025-22
LEVEL 3
ELEVATED
SLAB PLAN -
PART B
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 3 ELEVATED SLAB PLAN - PART B
ELEVATED POST TENSIONED SLAB LAYOUT NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 ELEVATED SLAB REFER TO PLAN FOR TOP AND BOTTOM OF SLAB
ELEVATIONS
ELEVATIONS LISTED ABOVE AND BELOW SLAB
ELEVATION MARK RESPECTIVELY
2 TOP OF SLAB
CONFIGURATIO
N
SEE PLAN FOR LOCATIONS OF SLOPED SLABS, STEPS IN SLAB,
DRAINS, AND DEPRESSIONS
VERIFY WITH LATEST ARCHITECTURAL AND CIVIL
DRAWINGS
3 SLAB OPENINGS PROVIDE ADDITIONAL REINFORCEMENT AROUND
OPENINGS
SEE DETAIL X/SXXX FOR ADDITIONAL
INFORMATION
4 POUR STRIPS HATCHED AREA ON PLAN INDICATES POUR STRIP TO
REMAIN OPEN FOR A MINIMUM OF 28 DAYS AFTER
COMPLETION OF SLAB STRESSING
REFER TO X/SXXX FOR ADDITIONAL INFORMATION
5 REFERENCE
INFORMATION
REFER TO SHEETS S01.41 AND S01.42 FOR TYPICAL DETAILS
TO BE INCORPORATED AT ALL APPLICABLE LOCATIONS BY
SUPPLIER AND/OR CONTRACTOR
DETAILS MAY OR MAY NOT BE IDENTIFIED ON
PLANS
6 SLAB CORING POST TENSIONED SLAB SHALL NOT BE CORED UNLESS
APPROVED BY SER. CORE LOCATIONS SHALL BE SCANNED
LOCATE TENDONS, STUDRAILS, AND MILD BARS.
SEE DETAILS X/SXXX FOR ADDITIONAL CORE
DRILLING LIMITATIONS
7 DAMAGED
TENDONS
TENDONS DAMAGED DURING PLACEMENT OR
CONSTRUCTION SHALL BE REPAIRED BY SUPPLIER AND/OR
CONTRACTOR.
PROPOSED REPAIR SOLUTIONS SHOULD BE
SUBMITTED TO THE SER PRIOR TO
IMPLEMENTATION
C D E F G H J
4
7
6
5
1
2
8
3
B
OV XY
C D E F G H J
4
7
6
5
1
2
8
3
B
OV XY
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:37 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS02.03BR
Author Checker
DDS-025-22
LEVEL 3
ELEVATED
SLAB REINF.
PLAN -PART B
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 3 ELEVATED SLAB REINF. PLAN - PART B
9
10
11
13
14
16
17
8
OV XY
15
12
9
10
11
13
14
16
17
8
OV XY
15
12
MID-LEVEL ELEVATED SLAB SCHEMATIC DESIGN ASSUMPTIONS
• ESTIMATED 9" THICK POST TENSIONED SLAB
• 18"x24" SUPPORTING CONCRETE COLUMNS
• MAJORITY OF COLUMNS WILL REQUIRE STUDRAILS FOR INCREASED SHEAR CAPACITY
• ADDITIONAL MILD BARS TO BE PLACED OVER COLUMN LOCATIONS
• ANTICIPATE POUR STRIP AGAINST HIGH GRADE FOUNDATION WALL AND AROUND MID-SLAB IN THE
EAST-WEST DIRECTION
• STAIRWELL AND ELEVATOR WALLS SUPPORTING SLABS TO BE 10" CONCRETE WALLS
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:39 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS02.03C
Author Checker
DDS-025-22
LEVEL 3
ELEVATED
SLAB PLAN -
PART C
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 3 ELEVATED SLAB PLAN - PART C
ELEVATED POST TENSIONED SLAB LAYOUT NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 ELEVATED SLAB REFER TO PLAN FOR TOP AND BOTTOM OF SLAB
ELEVATIONS
ELEVATIONS LISTED ABOVE AND BELOW SLAB
ELEVATION MARK RESPECTIVELY
2 TOP OF SLAB
CONFIGURATIO
N
SEE PLAN FOR LOCATIONS OF SLOPED SLABS, STEPS IN SLAB,
DRAINS, AND DEPRESSIONS
VERIFY WITH LATEST ARCHITECTURAL AND CIVIL
DRAWINGS
3 SLAB OPENINGS PROVIDE ADDITIONAL REINFORCEMENT AROUND
OPENINGS
SEE DETAIL X/SXXX FOR ADDITIONAL
INFORMATION
4 POUR STRIPS HATCHED AREA ON PLAN INDICATES POUR STRIP TO
REMAIN OPEN FOR A MINIMUM OF 28 DAYS AFTER
COMPLETION OF SLAB STRESSING
REFER TO X/SXXX FOR ADDITIONAL INFORMATION
5 REFERENCE
INFORMATION
REFER TO SHEETS S01.41 AND S01.42 FOR TYPICAL DETAILS
TO BE INCORPORATED AT ALL APPLICABLE LOCATIONS BY
SUPPLIER AND/OR CONTRACTOR
DETAILS MAY OR MAY NOT BE IDENTIFIED ON
PLANS
6 SLAB CORING POST TENSIONED SLAB SHALL NOT BE CORED UNLESS
APPROVED BY SER. CORE LOCATIONS SHALL BE SCANNED
LOCATE TENDONS, STUDRAILS, AND MILD BARS.
SEE DETAILS X/SXXX FOR ADDITIONAL CORE
DRILLING LIMITATIONS
7 DAMAGED
TENDONS
TENDONS DAMAGED DURING PLACEMENT OR
CONSTRUCTION SHALL BE REPAIRED BY SUPPLIER AND/OR
CONTRACTOR.
PROPOSED REPAIR SOLUTIONS SHOULD BE
SUBMITTED TO THE SER PRIOR TO
IMPLEMENTATION
9
10
11
13
14
16
17
8
OV XY
15
12
9
10
11
13
14
16
17
8
OV XY
15
12
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:39 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS02.03CR
Author Checker
DDS-025-22
LEVEL 3
ELEVATED
SLAB REINF.
PLAN -PART C
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 3 ELEVATED SLAB REINF. PLAN - PART C
J K L M N P Q R
4
U
7
6
5
1
2
S
8
3
TJKLMNPQR
4
U
7
6
5
1
2
S
8
3
T
MID-LEVEL ELEVATED SLAB SCHEMATIC DESIGN ASSUMPTIONS
• ESTIMATED 9" THICK POST TENSIONED SLAB
• 18"x24" SUPPORTING CONCRETE COLUMNS
• MAJORITY OF COLUMNS WILL REQUIRE STUDRAILS FOR INCREASED SHEAR CAPACITY
• ADDITIONAL MILD BARS TO BE PLACED OVER COLUMN LOCATIONS
• ANTICIPATE POUR STRIP AGAINST HIGH GRADE FOUNDATION WALL AND AROUND MID-SLAB IN THE
EAST-WEST DIRECTION
• STAIRWELL AND ELEVATOR WALLS SUPPORTING SLABS TO BE 10" CONCRETE WALLS
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:41 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS02.04A
Author Checker
DDS-025-22
LEVEL 4
ELEVATED
SLAB PLAN -
PART A
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 4 ELEVATED SLAB PLAN - PART A
ELEVATED POST TENSIONED SLAB LAYOUT NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 ELEVATED SLAB REFER TO PLAN FOR TOP AND BOTTOM OF SLAB
ELEVATIONS
ELEVATIONS LISTED ABOVE AND BELOW SLAB
ELEVATION MARK RESPECTIVELY
2 TOP OF SLAB
CONFIGURATIO
N
SEE PLAN FOR LOCATIONS OF SLOPED SLABS, STEPS IN SLAB,
DRAINS, AND DEPRESSIONS
VERIFY WITH LATEST ARCHITECTURAL AND CIVIL
DRAWINGS
3 SLAB OPENINGS PROVIDE ADDITIONAL REINFORCEMENT AROUND
OPENINGS
SEE DETAIL X/SXXX FOR ADDITIONAL
INFORMATION
4 POUR STRIPS HATCHED AREA ON PLAN INDICATES POUR STRIP TO
REMAIN OPEN FOR A MINIMUM OF 28 DAYS AFTER
COMPLETION OF SLAB STRESSING
REFER TO X/SXXX FOR ADDITIONAL INFORMATION
5 REFERENCE
INFORMATION
REFER TO SHEETS S01.41 AND S01.42 FOR TYPICAL DETAILS
TO BE INCORPORATED AT ALL APPLICABLE LOCATIONS BY
SUPPLIER AND/OR CONTRACTOR
DETAILS MAY OR MAY NOT BE IDENTIFIED ON
PLANS
6 SLAB CORING POST TENSIONED SLAB SHALL NOT BE CORED UNLESS
APPROVED BY SER. CORE LOCATIONS SHALL BE SCANNED
LOCATE TENDONS, STUDRAILS, AND MILD BARS.
SEE DETAILS X/SXXX FOR ADDITIONAL CORE
DRILLING LIMITATIONS
7 DAMAGED
TENDONS
TENDONS DAMAGED DURING PLACEMENT OR
CONSTRUCTION SHALL BE REPAIRED BY SUPPLIER AND/OR
CONTRACTOR.
PROPOSED REPAIR SOLUTIONS SHOULD BE
SUBMITTED TO THE SER PRIOR TO
IMPLEMENTATION
J K L M N P Q R
4
U
7
6
5
1
2
S
8
3
TJKLMNPQR
4
U
7
6
5
1
2
S
8
3
T
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:41 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS02.04AR
Author Checker
DDS-025-22
LEVEL 4
ELEVATED
SLAB REINF.
PLAN -PART A
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 4 ELEVATED SLAB REINF. PLAN - PART A
C D E F G H J
4
7
6
5
1
2
8
3
B
OV XY
C D E F G H J
4
7
6
5
1
2
8
3
B
OV XY
MID-LEVEL ELEVATED SLAB SCHEMATIC DESIGN ASSUMPTIONS
• ESTIMATED 9" THICK POST TENSIONED SLAB
• 18"x24" SUPPORTING CONCRETE COLUMNS
• MAJORITY OF COLUMNS WILL REQUIRE STUDRAILS FOR INCREASED SHEAR CAPACITY
• ADDITIONAL MILD BARS TO BE PLACED OVER COLUMN LOCATIONS
• ANTICIPATE POUR STRIP AGAINST HIGH GRADE FOUNDATION WALL AND AROUND MID-SLAB IN THE
EAST-WEST DIRECTION
• STAIRWELL AND ELEVATOR WALLS SUPPORTING SLABS TO BE 10" CONCRETE WALLS
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:43 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS02.04B
Author Checker
DDS-025-22
LEVEL 4
ELEVATED
SLAB PLAN -
PART B
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 4 ELEVATED SLAB PLAN - PART B
ELEVATED POST TENSIONED SLAB LAYOUT NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 ELEVATED SLAB REFER TO PLAN FOR TOP AND BOTTOM OF SLAB
ELEVATIONS
ELEVATIONS LISTED ABOVE AND BELOW SLAB
ELEVATION MARK RESPECTIVELY
2 TOP OF SLAB
CONFIGURATIO
N
SEE PLAN FOR LOCATIONS OF SLOPED SLABS, STEPS IN SLAB,
DRAINS, AND DEPRESSIONS
VERIFY WITH LATEST ARCHITECTURAL AND CIVIL
DRAWINGS
3 SLAB OPENINGS PROVIDE ADDITIONAL REINFORCEMENT AROUND
OPENINGS
SEE DETAIL X/SXXX FOR ADDITIONAL
INFORMATION
4 POUR STRIPS HATCHED AREA ON PLAN INDICATES POUR STRIP TO
REMAIN OPEN FOR A MINIMUM OF 28 DAYS AFTER
COMPLETION OF SLAB STRESSING
REFER TO X/SXXX FOR ADDITIONAL INFORMATION
5 REFERENCE
INFORMATION
REFER TO SHEETS S01.41 AND S01.42 FOR TYPICAL DETAILS
TO BE INCORPORATED AT ALL APPLICABLE LOCATIONS BY
SUPPLIER AND/OR CONTRACTOR
DETAILS MAY OR MAY NOT BE IDENTIFIED ON
PLANS
6 SLAB CORING POST TENSIONED SLAB SHALL NOT BE CORED UNLESS
APPROVED BY SER. CORE LOCATIONS SHALL BE SCANNED
LOCATE TENDONS, STUDRAILS, AND MILD BARS.
SEE DETAILS X/SXXX FOR ADDITIONAL CORE
DRILLING LIMITATIONS
7 DAMAGED
TENDONS
TENDONS DAMAGED DURING PLACEMENT OR
CONSTRUCTION SHALL BE REPAIRED BY SUPPLIER AND/OR
CONTRACTOR.
PROPOSED REPAIR SOLUTIONS SHOULD BE
SUBMITTED TO THE SER PRIOR TO
IMPLEMENTATION
C D E F G H J
4
7
6
5
1
2
8
3
B
OV XY
C D E F G H J
4
7
6
5
1
2
8
3
B
OV XY
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:43 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS02.04BR
Author Checker
DDS-025-22
LEVEL 4
ELEVATED
SLAB REINF.
PLAN -PART B
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 4 ELEVATED SLAB REINF. PLAN - PART B
9
10
11
13
14
16
17
8
OV XY
15
12
9
10
11
13
14
16
17
8
OV XY
15
12
TRANSFER ELEVATED SLAB SCHEMATIC DESIGN ASSUMPTIONS
• ESTIMATED 16" THICK POST TENSIONED SLAB
• 18"x24" SUPPORTING CONCRETE COLUMNS
• MAJORITY OF COLUMNS WILL REQUIRE STUDRAILS FOR INCREASED SHEAR CAPACITY
• ADDITIONAL MILD BARS TO BE PLACED OVER COLUMN LOCATIONS
• 8" TO 12" STEP DOWN INTO COURTYARDS
• ANTICIPATE BEAMS AND SUPPORTING COLUMNS AROUND RECESSED POOL
• ANTICIPATE POUR STRIP AROUND MID-SLAB IN THE EAST-WEST DIRECTION
• STAIRWELL AND ELEVATOR WALLS SUPPORTING SLABS TO BE 10" CONCRETE WALLS (8" CMU ABOVE)
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:45 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS02.04C
Author Checker
DDS-025-22
LEVEL 4
ELEVATED
SLAB PLAN -
PART C
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 4 ELEVATED SLAB PLAN - PART C
ELEVATED POST TENSIONED SLAB LAYOUT NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 ELEVATED SLAB REFER TO PLAN FOR TOP AND BOTTOM OF SLAB
ELEVATIONS
ELEVATIONS LISTED ABOVE AND BELOW SLAB
ELEVATION MARK RESPECTIVELY
2 TOP OF SLAB
CONFIGURATIO
N
SEE PLAN FOR LOCATIONS OF SLOPED SLABS, STEPS IN SLAB,
DRAINS, AND DEPRESSIONS
VERIFY WITH LATEST ARCHITECTURAL AND CIVIL
DRAWINGS
3 SLAB OPENINGS PROVIDE ADDITIONAL REINFORCEMENT AROUND
OPENINGS
SEE DETAIL X/SXXX FOR ADDITIONAL
INFORMATION
4 POUR STRIPS HATCHED AREA ON PLAN INDICATES POUR STRIP TO
REMAIN OPEN FOR A MINIMUM OF 28 DAYS AFTER
COMPLETION OF SLAB STRESSING
REFER TO X/SXXX FOR ADDITIONAL INFORMATION
5 REFERENCE
INFORMATION
REFER TO SHEETS S01.41 AND S01.42 FOR TYPICAL DETAILS
TO BE INCORPORATED AT ALL APPLICABLE LOCATIONS BY
SUPPLIER AND/OR CONTRACTOR
DETAILS MAY OR MAY NOT BE IDENTIFIED ON
PLANS
6 SLAB CORING POST TENSIONED SLAB SHALL NOT BE CORED UNLESS
APPROVED BY SER. CORE LOCATIONS SHALL BE SCANNED
LOCATE TENDONS, STUDRAILS, AND MILD BARS.
SEE DETAILS X/SXXX FOR ADDITIONAL CORE
DRILLING LIMITATIONS
7 DAMAGED
TENDONS
TENDONS DAMAGED DURING PLACEMENT OR
CONSTRUCTION SHALL BE REPAIRED BY SUPPLIER AND/OR
CONTRACTOR.
PROPOSED REPAIR SOLUTIONS SHOULD BE
SUBMITTED TO THE SER PRIOR TO
IMPLEMENTATION
9
10
11
13
14
16
17
8
OV XY
15
12
9
10
11
13
14
16
17
8
OV XY
15
12
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:46 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS02.04CR
Author Checker
DDS-025-22
LEVEL 4
ELEVATED
SLAB REINF.
PLAN -PART C
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 4 ELEVATED SLAB REINF. PLAN - PART C
J K L M N P Q R
4
U
7
6
5
1
2
S
8
3
TJKLMNPQR
4
U
7
6
5
1
2
S
8
3
T
MID-LEVEL ELEVATED SLAB SCHEMATIC DESIGN ASSUMPTIONS
• ESTIMATED 9" THICK POST TENSIONED SLAB
• 18"x24" SUPPORTING CONCRETE COLUMNS
• MAJORITY OF COLUMNS WILL REQUIRE STUDRAILS FOR INCREASED SHEAR CAPACITY
• ADDITIONAL MILD BARS TO BE PLACED OVER COLUMN LOCATIONS
• ANTICIPATE POUR STRIP AGAINST HIGH GRADE FOUNDATION WALL AND AROUND MID-SLAB IN THE
EAST-WEST DIRECTION
• STAIRWELL AND ELEVATOR WALLS SUPPORTING SLABS TO BE 10" CONCRETE WALLS
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:47 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS02.05A
Author Checker
DDS-025-22
LEVEL 5
ELEVATED
SLAB PLAN -
PART A
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 5 ELEVATED SLAB PLAN - PART A
ELEVATED POST TENSIONED SLAB LAYOUT NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 ELEVATED SLAB REFER TO PLAN FOR TOP AND BOTTOM OF SLAB
ELEVATIONS
ELEVATIONS LISTED ABOVE AND BELOW SLAB
ELEVATION MARK RESPECTIVELY
2 TOP OF SLAB
CONFIGURATIO
N
SEE PLAN FOR LOCATIONS OF SLOPED SLABS, STEPS IN SLAB,
DRAINS, AND DEPRESSIONS
VERIFY WITH LATEST ARCHITECTURAL AND CIVIL
DRAWINGS
3 SLAB OPENINGS PROVIDE ADDITIONAL REINFORCEMENT AROUND
OPENINGS
SEE DETAIL X/SXXX FOR ADDITIONAL
INFORMATION
4 POUR STRIPS HATCHED AREA ON PLAN INDICATES POUR STRIP TO
REMAIN OPEN FOR A MINIMUM OF 28 DAYS AFTER
COMPLETION OF SLAB STRESSING
REFER TO X/SXXX FOR ADDITIONAL INFORMATION
5 REFERENCE
INFORMATION
REFER TO SHEETS S01.41 AND S01.42 FOR TYPICAL DETAILS
TO BE INCORPORATED AT ALL APPLICABLE LOCATIONS BY
SUPPLIER AND/OR CONTRACTOR
DETAILS MAY OR MAY NOT BE IDENTIFIED ON
PLANS
6 SLAB CORING POST TENSIONED SLAB SHALL NOT BE CORED UNLESS
APPROVED BY SER. CORE LOCATIONS SHALL BE SCANNED
LOCATE TENDONS, STUDRAILS, AND MILD BARS.
SEE DETAILS X/SXXX FOR ADDITIONAL CORE
DRILLING LIMITATIONS
7 DAMAGED
TENDONS
TENDONS DAMAGED DURING PLACEMENT OR
CONSTRUCTION SHALL BE REPAIRED BY SUPPLIER AND/OR
CONTRACTOR.
PROPOSED REPAIR SOLUTIONS SHOULD BE
SUBMITTED TO THE SER PRIOR TO
IMPLEMENTATION
J K L M N P Q R
4
U
7
6
5
1
2
S
8
3
TJKLMNPQR
4
U
7
6
5
1
2
S
8
3
T
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:48 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS02.05AR
Author Checker
DDS-025-22
LEVEL 5
ELEVATED
SLAB REINF.
PLAN -PART A
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 5 ELEVATED SLAB REINF. PLAN - PART A
C D E F G H J
4
7
6
5
1
2
8
3
B
OV XY
C D E F G H J
4
7
6
5
1
2
8
3
B
OV XY
MID-LEVEL ELEVATED SLAB SCHEMATIC DESIGN ASSUMPTIONS
• ESTIMATED 9" THICK POST TENSIONED SLAB
• 18"x24" SUPPORTING CONCRETE COLUMNS
• MAJORITY OF COLUMNS WILL REQUIRE STUDRAILS FOR INCREASED SHEAR CAPACITY
• ADDITIONAL MILD BARS TO BE PLACED OVER COLUMN LOCATIONS
• ANTICIPATE POUR STRIP AGAINST HIGH GRADE FOUNDATION WALL AND AROUND MID-SLAB IN THE
EAST-WEST DIRECTION
• STAIRWELL AND ELEVATOR WALLS SUPPORTING SLABS TO BE 10" CONCRETE WALLS
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:49 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS02.05B
Author Checker
DDS-025-22
LEVEL 5
ELEVATED
SLAB PLAN -
PART B
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 5 ELEVATED SLAB PLAN - PART B
ELEVATED POST TENSIONED SLAB LAYOUT NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 ELEVATED SLAB REFER TO PLAN FOR TOP AND BOTTOM OF SLAB
ELEVATIONS
ELEVATIONS LISTED ABOVE AND BELOW SLAB
ELEVATION MARK RESPECTIVELY
2 TOP OF SLAB
CONFIGURATIO
N
SEE PLAN FOR LOCATIONS OF SLOPED SLABS, STEPS IN SLAB,
DRAINS, AND DEPRESSIONS
VERIFY WITH LATEST ARCHITECTURAL AND CIVIL
DRAWINGS
3 SLAB OPENINGS PROVIDE ADDITIONAL REINFORCEMENT AROUND
OPENINGS
SEE DETAIL X/SXXX FOR ADDITIONAL
INFORMATION
4 POUR STRIPS HATCHED AREA ON PLAN INDICATES POUR STRIP TO
REMAIN OPEN FOR A MINIMUM OF 28 DAYS AFTER
COMPLETION OF SLAB STRESSING
REFER TO X/SXXX FOR ADDITIONAL INFORMATION
5 REFERENCE
INFORMATION
REFER TO SHEETS S01.41 AND S01.42 FOR TYPICAL DETAILS
TO BE INCORPORATED AT ALL APPLICABLE LOCATIONS BY
SUPPLIER AND/OR CONTRACTOR
DETAILS MAY OR MAY NOT BE IDENTIFIED ON
PLANS
6 SLAB CORING POST TENSIONED SLAB SHALL NOT BE CORED UNLESS
APPROVED BY SER. CORE LOCATIONS SHALL BE SCANNED
LOCATE TENDONS, STUDRAILS, AND MILD BARS.
SEE DETAILS X/SXXX FOR ADDITIONAL CORE
DRILLING LIMITATIONS
7 DAMAGED
TENDONS
TENDONS DAMAGED DURING PLACEMENT OR
CONSTRUCTION SHALL BE REPAIRED BY SUPPLIER AND/OR
CONTRACTOR.
PROPOSED REPAIR SOLUTIONS SHOULD BE
SUBMITTED TO THE SER PRIOR TO
IMPLEMENTATION
C D E F G H J
4
7
6
5
1
2
8
3
B
OV XY
C D E F G H J
4
7
6
5
1
2
8
3
B
OV XY
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:50 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS02.05BR
Author Checker
DDS-025-22
LEVEL 5
ELEVATED
SLAB REINF.
PLAN -PART B
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 5 ELEVATED SLAB REINF. PLAN - PART B
NOTE: LOCATE COURTYARD DRAINS PER
LANDSCAPE AND PLUMBING DRAWINGS8"8"
8"8"TRANSFER ELEVATED SLAB SCHEMATIC DESIGN ASSUMPTIONS
• ESTIMATED 16" THICK POST TENSIONED SLAB
• 18"x24" SUPPORTING CONCRETE COLUMNS
• MAJORITY OF COLUMNS WILL REQUIRE STUDRAILS FOR INCREASED SHEAR CAPACITY
• ADDITIONAL MILD BARS TO BE PLACED OVER COLUMN LOCATIONS
• 8" TO 12" STEP DOWN INTO COURTYARDS
• ANTICIPATE BEAMS AND SUPPORTING COLUMNS AROUND RECESSED POOL
• ANTICIPATE POUR STRIP AROUND MID-SLAB IN THE EAST-WEST DIRECTION
• STAIRWELL AND ELEVATOR WALLS SUPPORTING SLABS TO BE 10" CONCRETE WALLS (8" CMU ABOVE)
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:51 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS02.06A
Author Checker
DDS-025-22
LEVEL 6
ELEVATED
SLAB PLAN -
PART A
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 6 ELEVATED SLAB PLAN - PART A
ELEVATED POST TENSIONED SLAB LAYOUT NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 ELEVATED SLAB REFER TO PLAN FOR TOP AND BOTTOM OF SLAB
ELEVATIONS
ELEVATIONS LISTED ABOVE AND BELOW SLAB
ELEVATION MARK RESPECTIVELY
2 TOP OF SLAB
CONFIGURATIO
N
SEE PLAN FOR LOCATIONS OF SLOPED SLABS, STEPS IN SLAB,
DRAINS, AND DEPRESSIONS
VERIFY WITH LATEST ARCHITECTURAL AND CIVIL
DRAWINGS
3 SLAB OPENINGS PROVIDE ADDITIONAL REINFORCEMENT AROUND
OPENINGS
SEE DETAIL X/SXXX FOR ADDITIONAL
INFORMATION
4 POUR STRIPS HATCHED AREA ON PLAN INDICATES POUR STRIP TO
REMAIN OPEN FOR A MINIMUM OF 28 DAYS AFTER
COMPLETION OF SLAB STRESSING
REFER TO X/SXXX FOR ADDITIONAL INFORMATION
5 REFERENCE
INFORMATION
REFER TO SHEETS S01.41 AND S01.42 FOR TYPICAL DETAILS
TO BE INCORPORATED AT ALL APPLICABLE LOCATIONS BY
SUPPLIER AND/OR CONTRACTOR
DETAILS MAY OR MAY NOT BE IDENTIFIED ON
PLANS
6 SLAB CORING POST TENSIONED SLAB SHALL NOT BE CORED UNLESS
APPROVED BY SER. CORE LOCATIONS SHALL BE SCANNED
LOCATE TENDONS, STUDRAILS, AND MILD BARS.
SEE DETAILS X/SXXX FOR ADDITIONAL CORE
DRILLING LIMITATIONS
7 DAMAGED
TENDONS
TENDONS DAMAGED DURING PLACEMENT OR
CONSTRUCTION SHALL BE REPAIRED BY SUPPLIER AND/OR
CONTRACTOR.
PROPOSED REPAIR SOLUTIONS SHOULD BE
SUBMITTED TO THE SER PRIOR TO
IMPLEMENTATION
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:52 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS02.06AR
Author Checker
DDS-025-22
LEVEL 6
ELEVATED
SLAB REINF.
PLAN -PART A
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 6 ELEVATED SLAB REINF. PLAN - PART A
8"
8"8"8"8"TRANSFER ELEVATED SLAB SCHEMATIC DESIGN ASSUMPTIONS
• ESTIMATED 16" THICK POST TENSIONED SLAB
• 18"x24" SUPPORTING CONCRETE COLUMNS
• MAJORITY OF COLUMNS WILL REQUIRE STUDRAILS FOR INCREASED SHEAR CAPACITY
• ADDITIONAL MILD BARS TO BE PLACED OVER COLUMN LOCATIONS
• 8" TO 12" STEP DOWN INTO COURTYARDS
• ANTICIPATE BEAMS AND SUPPORTING COLUMNS AROUND RECESSED POOL
• ANTICIPATE POUR STRIP AROUND MID-SLAB IN THE EAST-WEST DIRECTION
• STAIRWELL AND ELEVATOR WALLS SUPPORTING SLABS TO BE 10" CONCRETE WALLS (8" CMU ABOVE)
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:53 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS02.06B
Author Checker
DDS-025-22
LEVEL 6
ELEVATED
SLAB PLAN -
PART B
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 6 ELEVATED SLAB PLAN - PART B
ELEVATED POST TENSIONED SLAB LAYOUT NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 ELEVATED SLAB REFER TO PLAN FOR TOP AND BOTTOM OF SLAB
ELEVATIONS
ELEVATIONS LISTED ABOVE AND BELOW SLAB
ELEVATION MARK RESPECTIVELY
2 TOP OF SLAB
CONFIGURATIO
N
SEE PLAN FOR LOCATIONS OF SLOPED SLABS, STEPS IN SLAB,
DRAINS, AND DEPRESSIONS
VERIFY WITH LATEST ARCHITECTURAL AND CIVIL
DRAWINGS
3 SLAB OPENINGS PROVIDE ADDITIONAL REINFORCEMENT AROUND
OPENINGS
SEE DETAIL X/SXXX FOR ADDITIONAL
INFORMATION
4 POUR STRIPS HATCHED AREA ON PLAN INDICATES POUR STRIP TO
REMAIN OPEN FOR A MINIMUM OF 28 DAYS AFTER
COMPLETION OF SLAB STRESSING
REFER TO X/SXXX FOR ADDITIONAL INFORMATION
5 REFERENCE
INFORMATION
REFER TO SHEETS S01.41 AND S01.42 FOR TYPICAL DETAILS
TO BE INCORPORATED AT ALL APPLICABLE LOCATIONS BY
SUPPLIER AND/OR CONTRACTOR
DETAILS MAY OR MAY NOT BE IDENTIFIED ON
PLANS
6 SLAB CORING POST TENSIONED SLAB SHALL NOT BE CORED UNLESS
APPROVED BY SER. CORE LOCATIONS SHALL BE SCANNED
LOCATE TENDONS, STUDRAILS, AND MILD BARS.
SEE DETAILS X/SXXX FOR ADDITIONAL CORE
DRILLING LIMITATIONS
7 DAMAGED
TENDONS
TENDONS DAMAGED DURING PLACEMENT OR
CONSTRUCTION SHALL BE REPAIRED BY SUPPLIER AND/OR
CONTRACTOR.
PROPOSED REPAIR SOLUTIONS SHOULD BE
SUBMITTED TO THE SER PRIOR TO
IMPLEMENTATION
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:09:54 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS02.06BR
Author Checker
DDS-025-22
LEVEL 6
ELEVATED
SLAB REINF.
PLAN -PART B
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 6 ELEVATED SLAB REINF. PLAN - PART B
XXX
G.T.
FRAMING PLAN LEGEND
TRUSS SPAN DIRECTION
INTERIOR BEARING WALL
DROPPED HEADER
WOOD BEARING WALL TAG4A
FLUSH BEAM
GIRDER TRUSS
JOIST/RAFTER/TRUSS
ADDITIONAL LOADING
FLOOR HEADER SCHEDULE
LOCATION MAXIMUM CLEAR SPAN SIZE
EXTERIOR WALL X'-X" TO X'-X" (X) 2xX
EXTERIOR WALL
CORRIDOR WALL
INTERIOR BEARING WALL
(X) 2xX
(X) 2xX
(X) 2xX
X'-X" TO X'-X"
X'-X" TO X'-X"
X'-X" TO X'-X"
1. ALL EXTERIOR WALL OPENINGS SHALL HAVE A MINIMUM (2) JACK STUDS AND (2) KING STUDS.
2. ALL INTERIOR WALL OPENINGS SHALL HAVE A MINIMUM (2) JACK STUDS AND (1) KING STUD.
WOOD BEARING WALL STUD SCHEDULE
5TH FLR. TO ROOF
MARKLEVEL
2x4@XX
4A 4B 4C 6A 6B
2x4@XX 2x4@XX 2x6@XX 2x6@XX
4TH FLR. TO 5TH FLR. 2x4@XX 2x4@XX 2x4@XX 2x6@XX 2x6@XX
3RD FLR. TO 4TH FLR. 2x4@XX 2x4@XX 2x4@XX 2x6@XX 2x6@XX
2ND FLR. TO 3RD FLR. 2x4@XX 2x4@XX 2x4@XX 2x6@XX 2x6@XX
1ST FLR. TO 2ND FLR. 2x4@XX 2x4@XX 2x4@XX 2x6@XX 2x6@XX
1. ALL UNIT SEPARATION WALLS TO BE TYPE "4A", ALL INTERIOR BEARING WALLS TO BE TYPE "4B" AND ALL
EXTERIOR WALLS TO BE TYPE "6A" UNLESS NOTED OTHERWISE ON PLAN.
2. ALL WET WALLS DESIGNATED AS BEARING WALLS SHALL BE 2x6 MINIMUM AND SPACED TO MATCH THE 2x4
WALL INDICATION.
3. (D) - INDICATES DOUBLE STUDS AT TRUSS BEARING LOCATIONS.
4. (T) - INDICATES TRIPLE STUDS AT TRUSS BEARING LOCATIONS.
5. STUDS SHALL ALIGN WITH TRUSSES WHEN BOTH ARE SPACED AT 16" O.C. AND WHEN TRUSSES ARE SPACED
AT 12" OR 24" AND STUDS ARE SPACED AT 12" O.C.
6. PROVIDE MID-HEIGHT BLOCKING BETWEEN EVERY STUD WHERE STUD HEIGHT EXCEEDS 9'-4".
7. NON-BEARING WALLS MAY HAVE STUDS SPACED AT 24" O.C. MAXIMUM ASSUMING A TIGHTER STUD
SPACING IS NOT REQUIRED BY THE OWNER, ARCHITECT, OR GENERAL CONTRACTOR.
WOOD COLUMN SCHEDULE
5TH FLR. TO ROOF
MARKLEVEL C1
4TH FLR. TO 5TH FLR.
3RD FLR. TO 4TH FLR.
2ND FLR. TO 3RD FLR.
1ST FLR. TO 2ND FLR.
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
C2
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
C3
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
C4
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
C5
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
WOOD CORRIDOR JOIST AND LEDGER SCHEDULE
JOIST SIZE AND SPACING
1. LEDGER SHALL BE SINGLE 2x TO MATCH JOIST DEPTH.
2. FOR LEDGER ATTACHMENT, PROVIDE MINIMUM 1½" EDGE DISTANCE, 6" END DISTANCE, AND 4" BETWEEN
ROWS.
3. LEDGER SCREWS SHALL BE DRIVEN INTO SOLID 4x4 VERTICALS OF LADDER TRUSSES WHEN FLOOR FRAMING
IS PARALLEL TO CORRIDOR WALL.
4. LEDGER SCREWS SHALL BE DRIVEN INTO WIDE FACE OF (2)2x4 CRIPPLE BLOCKING OR TRUSS END VERTICALS
WHEN FLOOR FRAMING IS PERPENDICULAR TO CORRIDOR WALL.
5. LOAD FROM SPRINKLER PIPES SHALL NOT EXCEED 250 LBS ON ANY JOIST. MAXIMUM SPRINKLER PIPE
HANGER SPACING FOR SCHEDULE 40 PIPE SHALL NOT EXCEED 5'-4" FOR 8"Ø AND 8'-0" FOR 6"Ø.
2x10 AT 16" O.C.
(2) 2x10 AT 16" O.C. 12'-6"
8'-0"
MAXIMUM SPAN JOIST HANGER
LUS28
LUS28-2
LEDGER ATTACHMENT
(2) ROWS OF SIMPSON SDWS-
22500DB SCREWS AT 12" O.C.
WOOD FRAMED FLOORS SCHEMATIC DESIGN ASSUMPTIONS
• 18" OPEN WEB FLOOR TRUSSES W/ 23/32" APA RATED FLOOR SHEATHING TYPICALLY SPANNING FROM
DEMISING WALL TO DEMISING WALL
• CORRIDORS WILL BE FRAMED WITH FLOOR TRUSSES THAT PROVIDE BLOCKOUTS FOR UTILITIES
• CORRIDOR, EXTERIOR, INTERIOR BEARING AND 'WET' DEMISING WALLS TO BE 2x6 STUDS WITH
VARIABLE STUD SPACING
• TYPICAL DEMISING WALLS TO BE 'DOUBLE' 2x4 STUDS WITH VARIABLE STUD SPACING
• LATERAL FORCE RESISTANCE WILL BE FROM A COMBINATION OF EXTERIOR, CORRIDOR, AND UNIT
DEMISING WALLS SHEATHED WITH PLYWOOD AND OSB (OSB ON UNIT SIDE OF DEMISING WALLS)
• EXTERIOR WALLS TO BE FRT LUMBER AND SHEATHED WITH FRT PLYWOOD OR FLAMEBLOCK
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:10:02 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS03.05C
Author Checker
DDS-025-22
LEVEL 5 FLOOR
FRAMING PLAN
-PART C
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCFLOOR FRAMING PLAN NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 FLOOR TRUSSES XX" DEEP PRE-FABRICATED OPEN WEB FLOOR TRUSSES
DESIGNED BY MANUFACTURER AND SPACED AT 24" O.C.
MAXIMUM UNLESS NOTE OTHERWISE ON PLAN
2 VERTICAL
CHASES
TRUSS MANUFACTURER TO PROVIDE GIRDER TRUSSES AS
NEEDED TO FRAME OPENINGS FOR VERTICAL CHASES
COORDINATE LOCATIONS WITH ARCHITECTURAL
DRAWINGS
3 GIRDER TRUSS
AND FLUSH
BEAM SUPPORT
PROVIDE MINIMUM (3)2x STUDS UNDER EACH GIRDER
TRUSS OR FLUSH BEAM BEARING POINT, U.N.O. ON PLAN
PROVIDE SOLID BLOCKING WITHIN FLOOR PLENUM
AND CONTINUE BUILT-UP STUDS DOWN TO
ELEVATED TRANSFER SLAB
DATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 5 FLOOR FRAMING PLAN - PART C
WOOD FRAMED FLOORS SCHEMATIC DESIGN ASSUMPTIONS
• 18" OPEN WEB FLOOR TRUSSES W/ 23/32" APA RATED FLOOR SHEATHING TYPICALLY SPANNING FROM
DEMISING WALL TO DEMISING WALL
• CORRIDORS WILL BE FRAMED WITH FLOOR TRUSSES THAT PROVIDE BLOCKOUTS FOR UTILITIES
• CORRIDOR, EXTERIOR, INTERIOR BEARING AND 'WET' DEMISING WALLS TO BE 2x6 STUDS WITH
VARIABLE STUD SPACING
• TYPICAL DEMISING WALLS TO BE 'DOUBLE' 2x4 STUDS WITH VARIABLE STUD SPACING
• LATERAL FORCE RESISTANCE WILL BE FROM A COMBINATION OF EXTERIOR, CORRIDOR, AND UNIT
DEMISING WALLS SHEATHED WITH PLYWOOD AND OSB (OSB ON UNIT SIDE OF DEMISING WALLS)
• EXTERIOR WALLS TO BE FRT LUMBER AND SHEATHED WITH FRT PLYWOOD OR FLAMEBLOCK
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:10:04 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS03.06C
Author Checker
DDS-025-22
LEVEL 6 FLOOR
FRAMING PLAN
-PART C
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 6 FLOOR FRAMING PLAN - PART C
FLOOR FRAMING PLAN NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 FLOOR TRUSSES XX" DEEP PRE-FABRICATED OPEN WEB FLOOR TRUSSES
DESIGNED BY MANUFACTURER AND SPACED AT 24" O.C.
MAXIMUM UNLESS NOTE OTHERWISE ON PLAN
2 VERTICAL
CHASES
TRUSS MANUFACTURER TO PROVIDE GIRDER TRUSSES AS
NEEDED TO FRAME OPENINGS FOR VERTICAL CHASES
COORDINATE LOCATIONS WITH ARCHITECTURAL
DRAWINGS
3 GIRDER TRUSS
AND FLUSH
BEAM SUPPORT
PROVIDE MINIMUM (3)2x STUDS UNDER EACH GIRDER
TRUSS OR FLUSH BEAM BEARING POINT, U.N.O. ON PLAN
PROVIDE SOLID BLOCKING WITHIN FLOOR PLENUM
AND CONTINUE BUILT-UP STUDS DOWN TO
ELEVATED TRANSFER SLAB
WOOD FRAMED FLOORS SCHEMATIC DESIGN ASSUMPTIONS
• 18" OPEN WEB FLOOR TRUSSES W/ 23/32" APA RATED FLOOR SHEATHING TYPICALLY SPANNING FROM
DEMISING WALL TO DEMISING WALL
• CORRIDORS WILL BE FRAMED WITH FLOOR TRUSSES THAT PROVIDE BLOCKOUTS FOR UTILITIES
• CORRIDOR, EXTERIOR, INTERIOR BEARING AND 'WET' DEMISING WALLS TO BE 2x6 STUDS WITH
VARIABLE STUD SPACING
• TYPICAL DEMISING WALLS TO BE 'DOUBLE' 2x4 STUDS WITH VARIABLE STUD SPACING
• LATERAL FORCE RESISTANCE WILL BE FROM A COMBINATION OF EXTERIOR, CORRIDOR, AND UNIT
DEMISING WALLS SHEATHED WITH PLYWOOD AND OSB (OSB ON UNIT SIDE OF DEMISING WALLS)
• EXTERIOR WALLS TO BE FRT LUMBER AND SHEATHED WITH FRT PLYWOOD OR FLAMEBLOCK
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:10:07 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS03.07A
Author Checker
DDS-025-22
LEVEL 7 FLOOR
FRAMING PLAN
-PART A
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 7 FLOOR FRAMING PLAN - PART A
FLOOR FRAMING PLAN NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 FLOOR TRUSSES XX" DEEP PRE-FABRICATED OPEN WEB FLOOR TRUSSES
DESIGNED BY MANUFACTURER AND SPACED AT 24" O.C.
MAXIMUM UNLESS NOTE OTHERWISE ON PLAN
2 VERTICAL
CHASES
TRUSS MANUFACTURER TO PROVIDE GIRDER TRUSSES AS
NEEDED TO FRAME OPENINGS FOR VERTICAL CHASES
COORDINATE LOCATIONS WITH ARCHITECTURAL
DRAWINGS
3 GIRDER TRUSS
AND FLUSH
BEAM SUPPORT
PROVIDE MINIMUM (3)2x STUDS UNDER EACH GIRDER
TRUSS OR FLUSH BEAM BEARING POINT, U.N.O. ON PLAN
PROVIDE SOLID BLOCKING WITHIN FLOOR PLENUM
AND CONTINUE BUILT-UP STUDS DOWN TO
ELEVATED TRANSFER SLAB
WOOD FRAMED FLOORS SCHEMATIC DESIGN ASSUMPTIONS
• 18" OPEN WEB FLOOR TRUSSES W/ 23/32" APA RATED FLOOR SHEATHING TYPICALLY SPANNING FROM
DEMISING WALL TO DEMISING WALL
• CORRIDORS WILL BE FRAMED WITH FLOOR TRUSSES THAT PROVIDE BLOCKOUTS FOR UTILITIES
• CORRIDOR, EXTERIOR, INTERIOR BEARING AND 'WET' DEMISING WALLS TO BE 2x6 STUDS WITH
VARIABLE STUD SPACING
• TYPICAL DEMISING WALLS TO BE 'DOUBLE' 2x4 STUDS WITH VARIABLE STUD SPACING
• LATERAL FORCE RESISTANCE WILL BE FROM A COMBINATION OF EXTERIOR, CORRIDOR, AND UNIT
DEMISING WALLS SHEATHED WITH PLYWOOD AND OSB (OSB ON UNIT SIDE OF DEMISING WALLS)
• EXTERIOR WALLS TO BE FRT LUMBER AND SHEATHED WITH FRT PLYWOOD OR FLAMEBLOCK
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:10:09 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS03.07B
Author Checker
DDS-025-22
LEVEL 7 FLOOR
FRAMING PLAN
-PART B
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 7 FLOOR FRAMING PLAN - PART B
FLOOR FRAMING PLAN NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 FLOOR TRUSSES XX" DEEP PRE-FABRICATED OPEN WEB FLOOR TRUSSES
DESIGNED BY MANUFACTURER AND SPACED AT 24" O.C.
MAXIMUM UNLESS NOTE OTHERWISE ON PLAN
2 VERTICAL
CHASES
TRUSS MANUFACTURER TO PROVIDE GIRDER TRUSSES AS
NEEDED TO FRAME OPENINGS FOR VERTICAL CHASES
COORDINATE LOCATIONS WITH ARCHITECTURAL
DRAWINGS
3 GIRDER TRUSS
AND FLUSH
BEAM SUPPORT
PROVIDE MINIMUM (3)2x STUDS UNDER EACH GIRDER
TRUSS OR FLUSH BEAM BEARING POINT, U.N.O. ON PLAN
PROVIDE SOLID BLOCKING WITHIN FLOOR PLENUM
AND CONTINUE BUILT-UP STUDS DOWN TO
ELEVATED TRANSFER SLAB
WOOD FRAMED FLOORS SCHEMATIC DESIGN ASSUMPTIONS
• 18" OPEN WEB FLOOR TRUSSES W/ 23/32" APA RATED FLOOR SHEATHING TYPICALLY SPANNING FROM
DEMISING WALL TO DEMISING WALL
• CORRIDORS WILL BE FRAMED WITH FLOOR TRUSSES THAT PROVIDE BLOCKOUTS FOR UTILITIES
• CORRIDOR, EXTERIOR, INTERIOR BEARING AND 'WET' DEMISING WALLS TO BE 2x6 STUDS WITH
VARIABLE STUD SPACING
• TYPICAL DEMISING WALLS TO BE 'DOUBLE' 2x4 STUDS WITH VARIABLE STUD SPACING
• LATERAL FORCE RESISTANCE WILL BE FROM A COMBINATION OF EXTERIOR, CORRIDOR, AND UNIT
DEMISING WALLS SHEATHED WITH PLYWOOD AND OSB (OSB ON UNIT SIDE OF DEMISING WALLS)
• EXTERIOR WALLS TO BE FRT LUMBER AND SHEATHED WITH FRT PLYWOOD OR FLAMEBLOCK
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:10:11 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS03.07C
Author Checker
DDS-025-22
LEVEL 7 FLOOR
FRAMING PLAN
-PART C
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 7 FLOOR FRAMING PLAN - PART C
FLOOR FRAMING PLAN NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 FLOOR TRUSSES XX" DEEP PRE-FABRICATED OPEN WEB FLOOR TRUSSES
DESIGNED BY MANUFACTURER AND SPACED AT 24" O.C.
MAXIMUM UNLESS NOTE OTHERWISE ON PLAN
2 VERTICAL
CHASES
TRUSS MANUFACTURER TO PROVIDE GIRDER TRUSSES AS
NEEDED TO FRAME OPENINGS FOR VERTICAL CHASES
COORDINATE LOCATIONS WITH ARCHITECTURAL
DRAWINGS
3 GIRDER TRUSS
AND FLUSH
BEAM SUPPORT
PROVIDE MINIMUM (3)2x STUDS UNDER EACH GIRDER
TRUSS OR FLUSH BEAM BEARING POINT, U.N.O. ON PLAN
PROVIDE SOLID BLOCKING WITHIN FLOOR PLENUM
AND CONTINUE BUILT-UP STUDS DOWN TO
ELEVATED TRANSFER SLAB
WOOD FRAMED FLOORS SCHEMATIC DESIGN ASSUMPTIONS
• 18" OPEN WEB FLOOR TRUSSES W/ 23/32" APA RATED FLOOR SHEATHING TYPICALLY SPANNING FROM
DEMISING WALL TO DEMISING WALL
• CORRIDORS WILL BE FRAMED WITH FLOOR TRUSSES THAT PROVIDE BLOCKOUTS FOR UTILITIES
• CORRIDOR, EXTERIOR, INTERIOR BEARING AND 'WET' DEMISING WALLS TO BE 2x6 STUDS WITH
VARIABLE STUD SPACING
• TYPICAL DEMISING WALLS TO BE 'DOUBLE' 2x4 STUDS WITH VARIABLE STUD SPACING
• LATERAL FORCE RESISTANCE WILL BE FROM A COMBINATION OF EXTERIOR, CORRIDOR, AND UNIT
DEMISING WALLS SHEATHED WITH PLYWOOD AND OSB (OSB ON UNIT SIDE OF DEMISING WALLS)
• EXTERIOR WALLS TO BE FRT LUMBER AND SHEATHED WITH FRT PLYWOOD OR FLAMEBLOCK
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:10:14 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS03.08A
Author Checker
DDS-025-22
LEVEL 8 FLOOR
FRAMING PLAN
-PART A
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 8 FLOOR FRAMING PLAN - PART A
FLOOR FRAMING PLAN NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 FLOOR TRUSSES XX" DEEP PRE-FABRICATED OPEN WEB FLOOR TRUSSES
DESIGNED BY MANUFACTURER AND SPACED AT 24" O.C.
MAXIMUM UNLESS NOTE OTHERWISE ON PLAN
2 VERTICAL
CHASES
TRUSS MANUFACTURER TO PROVIDE GIRDER TRUSSES AS
NEEDED TO FRAME OPENINGS FOR VERTICAL CHASES
COORDINATE LOCATIONS WITH ARCHITECTURAL
DRAWINGS
3 GIRDER TRUSS
AND FLUSH
BEAM SUPPORT
PROVIDE MINIMUM (3)2x STUDS UNDER EACH GIRDER
TRUSS OR FLUSH BEAM BEARING POINT, U.N.O. ON PLAN
PROVIDE SOLID BLOCKING WITHIN FLOOR PLENUM
AND CONTINUE BUILT-UP STUDS DOWN TO
ELEVATED TRANSFER SLAB
WOOD FRAMED FLOORS SCHEMATIC DESIGN ASSUMPTIONS
• 18" OPEN WEB FLOOR TRUSSES W/ 23/32" APA RATED FLOOR SHEATHING TYPICALLY SPANNING FROM
DEMISING WALL TO DEMISING WALL
• CORRIDORS WILL BE FRAMED WITH FLOOR TRUSSES THAT PROVIDE BLOCKOUTS FOR UTILITIES
• CORRIDOR, EXTERIOR, INTERIOR BEARING AND 'WET' DEMISING WALLS TO BE 2x6 STUDS WITH
VARIABLE STUD SPACING
• TYPICAL DEMISING WALLS TO BE 'DOUBLE' 2x4 STUDS WITH VARIABLE STUD SPACING
• LATERAL FORCE RESISTANCE WILL BE FROM A COMBINATION OF EXTERIOR, CORRIDOR, AND UNIT
DEMISING WALLS SHEATHED WITH PLYWOOD AND OSB (OSB ON UNIT SIDE OF DEMISING WALLS)
• EXTERIOR WALLS TO BE FRT LUMBER AND SHEATHED WITH FRT PLYWOOD OR FLAMEBLOCK
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:10:16 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS03.08B
Author Checker
DDS-025-22
LEVEL 8 FLOOR
FRAMING PLAN
-PART B
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 8 FLOOR FRAMING PLAN - PART B
FLOOR FRAMING PLAN NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 FLOOR TRUSSES XX" DEEP PRE-FABRICATED OPEN WEB FLOOR TRUSSES
DESIGNED BY MANUFACTURER AND SPACED AT 24" O.C.
MAXIMUM UNLESS NOTE OTHERWISE ON PLAN
2 VERTICAL
CHASES
TRUSS MANUFACTURER TO PROVIDE GIRDER TRUSSES AS
NEEDED TO FRAME OPENINGS FOR VERTICAL CHASES
COORDINATE LOCATIONS WITH ARCHITECTURAL
DRAWINGS
3 GIRDER TRUSS
AND FLUSH
BEAM SUPPORT
PROVIDE MINIMUM (3)2x STUDS UNDER EACH GIRDER
TRUSS OR FLUSH BEAM BEARING POINT, U.N.O. ON PLAN
PROVIDE SOLID BLOCKING WITHIN FLOOR PLENUM
AND CONTINUE BUILT-UP STUDS DOWN TO
ELEVATED TRANSFER SLAB
WOOD FRAMED FLOORS SCHEMATIC DESIGN ASSUMPTIONS
• 18" OPEN WEB FLOOR TRUSSES W/ 23/32" APA RATED FLOOR SHEATHING TYPICALLY SPANNING FROM
DEMISING WALL TO DEMISING WALL
• CORRIDORS WILL BE FRAMED WITH FLOOR TRUSSES THAT PROVIDE BLOCKOUTS FOR UTILITIES
• CORRIDOR, EXTERIOR, INTERIOR BEARING AND 'WET' DEMISING WALLS TO BE 2x6 STUDS WITH
VARIABLE STUD SPACING
• TYPICAL DEMISING WALLS TO BE 'DOUBLE' 2x4 STUDS WITH VARIABLE STUD SPACING
• LATERAL FORCE RESISTANCE WILL BE FROM A COMBINATION OF EXTERIOR, CORRIDOR, AND UNIT
DEMISING WALLS SHEATHED WITH PLYWOOD AND OSB (OSB ON UNIT SIDE OF DEMISING WALLS)
• EXTERIOR WALLS TO BE FRT LUMBER AND SHEATHED WITH FRT PLYWOOD OR FLAMEBLOCK
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:10:17 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS03.08C
Author Checker
DDS-025-22
LEVEL 8 FLOOR
FRAMING PLAN
-PART C
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 8 FLOOR FRAMING PLAN - PART C
FLOOR FRAMING PLAN NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 FLOOR TRUSSES XX" DEEP PRE-FABRICATED OPEN WEB FLOOR TRUSSES
DESIGNED BY MANUFACTURER AND SPACED AT 24" O.C.
MAXIMUM UNLESS NOTE OTHERWISE ON PLAN
2 VERTICAL
CHASES
TRUSS MANUFACTURER TO PROVIDE GIRDER TRUSSES AS
NEEDED TO FRAME OPENINGS FOR VERTICAL CHASES
COORDINATE LOCATIONS WITH ARCHITECTURAL
DRAWINGS
3 GIRDER TRUSS
AND FLUSH
BEAM SUPPORT
PROVIDE MINIMUM (3)2x STUDS UNDER EACH GIRDER
TRUSS OR FLUSH BEAM BEARING POINT, U.N.O. ON PLAN
PROVIDE SOLID BLOCKING WITHIN FLOOR PLENUM
AND CONTINUE BUILT-UP STUDS DOWN TO
ELEVATED TRANSFER SLAB
WOOD FRAMED FLOORS SCHEMATIC DESIGN ASSUMPTIONS
• 18" OPEN WEB FLOOR TRUSSES W/ 23/32" APA RATED FLOOR SHEATHING TYPICALLY SPANNING FROM
DEMISING WALL TO DEMISING WALL
• CORRIDORS WILL BE FRAMED WITH FLOOR TRUSSES THAT PROVIDE BLOCKOUTS FOR UTILITIES
• CORRIDOR, EXTERIOR, INTERIOR BEARING AND 'WET' DEMISING WALLS TO BE 2x6 STUDS WITH
VARIABLE STUD SPACING
• TYPICAL DEMISING WALLS TO BE 'DOUBLE' 2x4 STUDS WITH VARIABLE STUD SPACING
• LATERAL FORCE RESISTANCE WILL BE FROM A COMBINATION OF EXTERIOR, CORRIDOR, AND UNIT
DEMISING WALLS SHEATHED WITH PLYWOOD AND OSB (OSB ON UNIT SIDE OF DEMISING WALLS)
• EXTERIOR WALLS TO BE FRT LUMBER AND SHEATHED WITH FRT PLYWOOD OR FLAMEBLOCK
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:10:20 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS03.09A
Author Checker
DDS-025-22
LEVEL 9 FLOOR
FRAMING PLAN
-PART A
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 9 FLOOR FRAMING PLAN - PART A
FLOOR FRAMING PLAN NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 FLOOR TRUSSES XX" DEEP PRE-FABRICATED OPEN WEB FLOOR TRUSSES
DESIGNED BY MANUFACTURER AND SPACED AT 24" O.C.
MAXIMUM UNLESS NOTE OTHERWISE ON PLAN
2 VERTICAL
CHASES
TRUSS MANUFACTURER TO PROVIDE GIRDER TRUSSES AS
NEEDED TO FRAME OPENINGS FOR VERTICAL CHASES
COORDINATE LOCATIONS WITH ARCHITECTURAL
DRAWINGS
3 GIRDER TRUSS
AND FLUSH
BEAM SUPPORT
PROVIDE MINIMUM (3)2x STUDS UNDER EACH GIRDER
TRUSS OR FLUSH BEAM BEARING POINT, U.N.O. ON PLAN
PROVIDE SOLID BLOCKING WITHIN FLOOR PLENUM
AND CONTINUE BUILT-UP STUDS DOWN TO
ELEVATED TRANSFER SLAB
WOOD FRAMED FLOORS SCHEMATIC DESIGN ASSUMPTIONS
• 18" OPEN WEB FLOOR TRUSSES W/ 23/32" APA RATED FLOOR SHEATHING TYPICALLY SPANNING FROM
DEMISING WALL TO DEMISING WALL
• CORRIDORS WILL BE FRAMED WITH FLOOR TRUSSES THAT PROVIDE BLOCKOUTS FOR UTILITIES
• CORRIDOR, EXTERIOR, INTERIOR BEARING AND 'WET' DEMISING WALLS TO BE 2x6 STUDS WITH
VARIABLE STUD SPACING
• TYPICAL DEMISING WALLS TO BE 'DOUBLE' 2x4 STUDS WITH VARIABLE STUD SPACING
• LATERAL FORCE RESISTANCE WILL BE FROM A COMBINATION OF EXTERIOR, CORRIDOR, AND UNIT
DEMISING WALLS SHEATHED WITH PLYWOOD AND OSB (OSB ON UNIT SIDE OF DEMISING WALLS)
• EXTERIOR WALLS TO BE FRT LUMBER AND SHEATHED WITH FRT PLYWOOD OR FLAMEBLOCK
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:10:22 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS03.09B
Author Checker
DDS-025-22
LEVEL 9 FLOOR
FRAMING PLAN
-PART B
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 9 FLOOR FRAMING PLAN - PART B
FLOOR FRAMING PLAN NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 FLOOR TRUSSES XX" DEEP PRE-FABRICATED OPEN WEB FLOOR TRUSSES
DESIGNED BY MANUFACTURER AND SPACED AT 24" O.C.
MAXIMUM UNLESS NOTE OTHERWISE ON PLAN
2 VERTICAL
CHASES
TRUSS MANUFACTURER TO PROVIDE GIRDER TRUSSES AS
NEEDED TO FRAME OPENINGS FOR VERTICAL CHASES
COORDINATE LOCATIONS WITH ARCHITECTURAL
DRAWINGS
3 GIRDER TRUSS
AND FLUSH
BEAM SUPPORT
PROVIDE MINIMUM (3)2x STUDS UNDER EACH GIRDER
TRUSS OR FLUSH BEAM BEARING POINT, U.N.O. ON PLAN
PROVIDE SOLID BLOCKING WITHIN FLOOR PLENUM
AND CONTINUE BUILT-UP STUDS DOWN TO
ELEVATED TRANSFER SLAB
WOOD FRAMED ROOF SCHEMATIC DESIGN ASSUMPTIONS
• ROOF TRUSSES TYPICALLY SPANNING FROM CORRIDOR TO EXTERIOR W/ 1/4" PER FOOT TOP CHORD
SLOPE. 30" MINIMUM DEPTH
• 'FLAT' ROOF SHEATHED WITH 23/32" APA RATED SHEATHING
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:10:24 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS03.09C
Author Checker
DDS-025-22
LEVEL 9 LOW
ROOF
FRAMING PLAN
-PART C
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 9 LOW ROOF FRAMING PLAN - PART C
ROOF FRAMING PLAN NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 ROOF TRUSSES PRE-FABRICATED OPEN WEB ROOF TRUSSES DESIGNED BY
MANUFACTURER AND SPACED AT 24" O.C. MAXIMUM
UNLESS NOTED OTHERWISE ON PLAN
2 TRUSS
ANCHORAGE
PROVIDE SIMPSON 'H2.5T' HURRICANE CLIPS AT EACH
TRUSS BEARING POINT
GIRDER TRUSSES MAY REQUIRE ADDITIONAL
ANCHORAGE AND WILL BE DETERMINED DURING
SHOP DRAWING REVIEW.
3 GIRDER TRUSS
AND FLUSH
BEAM SUPPORT
PROVIDE MINIMUM (3)2x STUDS UNDER EACH GIRDER
TRUSS OR FLUSH BEAM BEARING POINT, U.N.O. ON PLAN
PROVIDE SOLID BLOCKING WITHIN FLOOR PLENUM
AND CONTINUE BUILT-UP STUDS DOWN TO
ELEVATED TRANSFER SLAB
WOOD FRAMED FLOORS SCHEMATIC DESIGN ASSUMPTIONS
• 18" OPEN WEB FLOOR TRUSSES W/ 23/32" APA RATED FLOOR SHEATHING TYPICALLY SPANNING FROM
DEMISING WALL TO DEMISING WALL
• CORRIDORS WILL BE FRAMED WITH FLOOR TRUSSES THAT PROVIDE BLOCKOUTS FOR UTILITIES
• CORRIDOR, EXTERIOR, INTERIOR BEARING AND 'WET' DEMISING WALLS TO BE 2x6 STUDS WITH
VARIABLE STUD SPACING
• TYPICAL DEMISING WALLS TO BE 'DOUBLE' 2x4 STUDS WITH VARIABLE STUD SPACING
• LATERAL FORCE RESISTANCE WILL BE FROM A COMBINATION OF EXTERIOR, CORRIDOR, AND UNIT
DEMISING WALLS SHEATHED WITH PLYWOOD AND OSB (OSB ON UNIT SIDE OF DEMISING WALLS)
• EXTERIOR WALLS TO BE FRT LUMBER AND SHEATHED WITH FRT PLYWOOD OR FLAMEBLOCK
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:10:27 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS03.10A
Author Checker
DDS-025-22
LEVEL 10
FLOOR
FRAMING PLAN
-PART A
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 10 FLOOR FRAMING PLAN - PART A
FLOOR FRAMING PLAN NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 FLOOR TRUSSES XX" DEEP PRE-FABRICATED OPEN WEB FLOOR TRUSSES
DESIGNED BY MANUFACTURER AND SPACED AT 24" O.C.
MAXIMUM UNLESS NOTE OTHERWISE ON PLAN
2 VERTICAL
CHASES
TRUSS MANUFACTURER TO PROVIDE GIRDER TRUSSES AS
NEEDED TO FRAME OPENINGS FOR VERTICAL CHASES
COORDINATE LOCATIONS WITH ARCHITECTURAL
DRAWINGS
3 GIRDER TRUSS
AND FLUSH
BEAM SUPPORT
PROVIDE MINIMUM (3)2x STUDS UNDER EACH GIRDER
TRUSS OR FLUSH BEAM BEARING POINT, U.N.O. ON PLAN
PROVIDE SOLID BLOCKING WITHIN FLOOR PLENUM
AND CONTINUE BUILT-UP STUDS DOWN TO
ELEVATED TRANSFER SLAB
WOOD FRAMED FLOORS SCHEMATIC DESIGN ASSUMPTIONS
• 18" OPEN WEB FLOOR TRUSSES W/ 23/32" APA RATED FLOOR SHEATHING TYPICALLY SPANNING FROM
DEMISING WALL TO DEMISING WALL
• CORRIDORS WILL BE FRAMED WITH FLOOR TRUSSES THAT PROVIDE BLOCKOUTS FOR UTILITIES
• CORRIDOR, EXTERIOR, INTERIOR BEARING AND 'WET' DEMISING WALLS TO BE 2x6 STUDS WITH
VARIABLE STUD SPACING
• TYPICAL DEMISING WALLS TO BE 'DOUBLE' 2x4 STUDS WITH VARIABLE STUD SPACING
• LATERAL FORCE RESISTANCE WILL BE FROM A COMBINATION OF EXTERIOR, CORRIDOR, AND UNIT
DEMISING WALLS SHEATHED WITH PLYWOOD AND OSB (OSB ON UNIT SIDE OF DEMISING WALLS)
• EXTERIOR WALLS TO BE FRT LUMBER AND SHEATHED WITH FRT PLYWOOD OR FLAMEBLOCK
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:10:29 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS03.10B
Author Checker
DDS-025-22
LEVEL 10
FLOOR
FRAMING PLAN
-PART B
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 10 FLOOR FRAMING PLAN - PART B
FLOOR FRAMING PLAN NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 FLOOR TRUSSES XX" DEEP PRE-FABRICATED OPEN WEB FLOOR TRUSSES
DESIGNED BY MANUFACTURER AND SPACED AT 24" O.C.
MAXIMUM UNLESS NOTE OTHERWISE ON PLAN
2 VERTICAL
CHASES
TRUSS MANUFACTURER TO PROVIDE GIRDER TRUSSES AS
NEEDED TO FRAME OPENINGS FOR VERTICAL CHASES
COORDINATE LOCATIONS WITH ARCHITECTURAL
DRAWINGS
3 GIRDER TRUSS
AND FLUSH
BEAM SUPPORT
PROVIDE MINIMUM (3)2x STUDS UNDER EACH GIRDER
TRUSS OR FLUSH BEAM BEARING POINT, U.N.O. ON PLAN
PROVIDE SOLID BLOCKING WITHIN FLOOR PLENUM
AND CONTINUE BUILT-UP STUDS DOWN TO
ELEVATED TRANSFER SLAB
XXX
G.T.
FRAMING PLAN LEGEND
TRUSS SPAN DIRECTION
INTERIOR BEARING WALL
DROPPED HEADER
WOOD BEARING WALL TAG4A
FLUSH BEAM
GIRDER TRUSS
JOIST/RAFTER/TRUSS
ADDITIONAL LOADING
ROOF HEADER SCHEDULE
LOCATION MAXIMUM CLEAR SPAN SIZE
EXTERIOR WALL X'-X" TO X'-X" (X) 2xX
EXTERIOR WALL
CORRIDOR WALL
(X) 2xX
(X) 2xX
X'-X" TO X'-X"
X'-X" TO X'-X"
1. ALL EXTERIOR WALL OPENINGS SHALL HAVE A MINIMUM (2) JACK STUDS AND (2) KING STUDS.
2. ALL INTERIOR WALL OPENINGS SHALL HAVE A MINIMUM (2) JACK STUDS AND (1) KING STUD.
WOOD BEARING WALL STUD SCHEDULE
5TH FLR. TO ROOF
MARKLEVEL
2x4@XX
4A 4B 4C 6A 6B
2x4@XX 2x4@XX 2x6@XX 2x6@XX
4TH FLR. TO 5TH FLR. 2x4@XX 2x4@XX 2x4@XX 2x6@XX 2x6@XX
3RD FLR. TO 4TH FLR. 2x4@XX 2x4@XX 2x4@XX 2x6@XX 2x6@XX
2ND FLR. TO 3RD FLR. 2x4@XX 2x4@XX 2x4@XX 2x6@XX 2x6@XX
1ST FLR. TO 2ND FLR. 2x4@XX 2x4@XX 2x4@XX 2x6@XX 2x6@XX
1. ALL UNIT SEPARATION WALLS TO BE TYPE "4A", ALL INTERIOR BEARING WALLS TO BE TYPE "4B" AND ALL
EXTERIOR WALLS TO BE TYPE "6A" UNLESS NOTED OTHERWISE ON PLAN.
2. ALL WET WALLS DESIGNATED AS BEARING WALLS SHALL BE 2x6 MINIMUM AND SPACED TO MATCH THE 2x4
WALL INDICATION.
3. (D) - INDICATES DOUBLE STUDS AT TRUSS BEARING LOCATIONS.
4. (T) - INDICATES TRIPLE STUDS AT TRUSS BEARING LOCATIONS.
5. STUDS SHALL ALIGN WITH TRUSSES WHEN BOTH ARE SPACED AT 16" O.C. AND WHEN TRUSSES ARE SPACED
AT 12" OR 24" AND STUDS ARE SPACED AT 12" O.C.
6. PROVIDE MID-HEIGHT BLOCKING BETWEEN EVERY STUD WHERE STUD HEIGHT EXCEEDS 9'-4".
7. NON-BEARING WALLS MAY HAVE STUDS SPACED AT 24" O.C. MAXIMUM ASSUMING A TIGHTER STUD
SPACING IS NOT REQUIRED BY THE OWNER, ARCHITECT, OR GENERAL CONTRACTOR.
WOOD COLUMN SCHEDULE
5TH FLR. TO ROOF
MARKLEVEL C1
4TH FLR. TO 5TH FLR.
3RD FLR. TO 4TH FLR.
2ND FLR. TO 3RD FLR.
1ST FLR. TO 2ND FLR.
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
C2
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
C3
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
C4
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
C5
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
WOOD FRAMED ROOF SCHEMATIC DESIGN ASSUMPTIONS
• ROOF TRUSSES TYPICALLY SPANNING FROM CORRIDOR TO EXTERIOR W/ 1/4" PER FOOT TOP CHORD
SLOPE. 30" MINIMUM DEPTH
• 'FLAT' ROOF SHEATHED WITH 23/32" APA RATED SHEATHING
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:10:31 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS03.11A
Author Checker
DDS-025-22
LEVEL 11 ROOF
FRAMING PLAN
-PART A
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCROOF FRAMING PLAN NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 ROOF TRUSSES PRE-FABRICATED OPEN WEB ROOF TRUSSES DESIGNED BY
MANUFACTURER AND SPACED AT 24" O.C. MAXIMUM
UNLESS NOTED OTHERWISE ON PLAN
2 TRUSS
ANCHORAGE
PROVIDE SIMPSON 'H2.5T' HURRICANE CLIPS AT EACH
TRUSS BEARING POINT
GIRDER TRUSSES MAY REQUIRE ADDITIONAL
ANCHORAGE AND WILL BE DETERMINED DURING
SHOP DRAWING REVIEW.
3 GIRDER TRUSS
AND FLUSH
BEAM SUPPORT
PROVIDE MINIMUM (3)2x STUDS UNDER EACH GIRDER
TRUSS OR FLUSH BEAM BEARING POINT, U.N.O. ON PLAN
PROVIDE SOLID BLOCKING WITHIN FLOOR PLENUM
AND CONTINUE BUILT-UP STUDS DOWN TO
ELEVATED TRANSFER SLAB
DATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 11 ROOF FRAMING PLAN - PART A
WOOD FRAMED ROOF SCHEMATIC DESIGN ASSUMPTIONS
• ROOF TRUSSES TYPICALLY SPANNING FROM CORRIDOR TO EXTERIOR W/ 1/4" PER FOOT TOP CHORD
SLOPE. 30" MINIMUM DEPTH
• 'FLAT' ROOF SHEATHED WITH 23/32" APA RATED SHEATHING
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:10:32 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS03.11B
Author Checker
DDS-025-22
LEVEL 11 ROOF
FRAMING PLAN
-PART B
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
1/8" = 1'-0"1 LEVEL 11 ROOF FRAMING PLAN - PART B
ROOF FRAMING PLAN NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 ROOF TRUSSES PRE-FABRICATED OPEN WEB ROOF TRUSSES DESIGNED BY
MANUFACTURER AND SPACED AT 24" O.C. MAXIMUM
UNLESS NOTED OTHERWISE ON PLAN
2 TRUSS
ANCHORAGE
PROVIDE SIMPSON 'H2.5T' HURRICANE CLIPS AT EACH
TRUSS BEARING POINT
GIRDER TRUSSES MAY REQUIRE ADDITIONAL
ANCHORAGE AND WILL BE DETERMINED DURING
SHOP DRAWING REVIEW.
3 GIRDER TRUSS
AND FLUSH
BEAM SUPPORT
PROVIDE MINIMUM (3)2x STUDS UNDER EACH GIRDER
TRUSS OR FLUSH BEAM BEARING POINT, U.N.O. ON PLAN
PROVIDE SOLID BLOCKING WITHIN FLOOR PLENUM
AND CONTINUE BUILT-UP STUDS DOWN TO
ELEVATED TRANSFER SLAB
--
--
--
--
--
----
--
--
--
--
--
--
--
--------
--
--
SHEAR WALL SHEATHING ATTACHMENT SCHEDULE
LEVEL
WALL TYPE 1ST FLR. TO 2ND FLR.
NOTES:
1. SCHEDULE INDICATES REQUIRED SPACING AT PANEL EDGES/IN PANEL FIELD RESPECTIVELY.
2. INSTALL SHEATHING ON SIDE OF WALL THAT CONTAINS SHEAR WALL TAG ON PLAN.
3. FASTENERS FOR OSB/PLYWOOD SHEATHING TO BE 8d COMMON OR GALVANIZED BOX NAILS WITH 1⅜" MINIMUM PENETRATION INTO MAIN MEMBER.
4. FASTENERS FOR 5/8" GYPSUM WALLBOARD TO BE 6d COOLER NAILS OR OTHER OPTION LISTED IN AWC "SPECIAL DESIGN PROVISIONS FOR WIND AND
SEISMIC".
5. PROVIDE SOLID BLOCKING AT ALL PANEL EDGES WHERE INDICATED.
6. INSTALL SHEATHING WITH LONG DIMENSION OF PANEL PERPENDICULAR TO STUDS.
7. WHERE OSB SHEATHING PANELS ARE APPLIED ON BOTH FACES AND NAIL SPACING IS LESS THAN 6" ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE
OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ALTERNATIVELY, THE WIDTH OF THE NAILED FACE OF FRAMING MEMBERS SHALL BE 3" NOMINAL OR
GREATER AT ADJOINING PANEL EDGES AND NAILS AT ALL PANEL EDGES SHALL BE STAGGERED.
2ND FLR. TO 3RD FLR. 3RD FLR. TO 4TH FLR. 4TH FLR. TO 5TH FLR.
SHEATHING
MATERIAL
7/16" OSB
19/32" FRT PLYWOOD
X/X BLOCKEDSW-X X/X BLOCKED X/X BLOCKED X/X BLOCKED
SW-X
SW-X
7/16" FIRE RATED OSB
X/X UNBLOCKED
5/8" GYPSW-X X/X UNBLOCKED
5TH FLR. TO ROOF
X/X BLOCKED
2ND
FLOOR
3RD
FLOOR
4TH
FLOOR
5TH
FLOOR
ROOF
SHEAR WALL HOLDOWN SCHEDULE
LEVEL HOLDOWN
DEVICE
HOLDOWN
DEVICE
HOLDOWN
DEVICE
HOLDOWN
DEVICE
DESIGN
UPLIFT
DESIGN
UPLIFT
DESIGN
UPLIFT
DESIGN
UPLIFT
AR-1 AR-2 HD-1 HD-2
SHEAR WALL CHORD STUD SCHEDULE
5TH FLR. TO ROOF
MARKLEVEL CS-1
4TH FLR. TO 5TH FLR.
3RD FLR. TO 4TH FLR.
2ND FLR. TO 3RD FLR.
1ST FLR. TO 2ND FLR.
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
CS-2
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
CS-3
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
CS-4
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
CS-5
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
(X) 2xX
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:10:34 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS04.01A
Author Checker
DDS-025-22
SHEAR WALL
LAYOUT PLAN -
PART A
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCWOOD FRAMED SHEAR WALL PLAN NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 SHEAR WALL
LAYOUT PLAN
9TH LEVEL HAS BEEN SHOWN AS TYPICAL. SHEAR WALL
LAYOUT SHOULD BE APPLIED TO EACH WOOD FRAMED
LEVEL
2 DESIGNATED
SHEAR WALLS
LATERAL FORCE RESISTANCE WILL BE PROVIDED BY THE
WALLS HIGHLIGHTED WITH A DASHED LINE
UNIT SEPARATION WALLS INDICATED WILL HAVE
SHEATHING ATTACHED WITHIN THE WALL CAVITY
AND CORRIDOR WALLS INDICATED WILL BE
SHEATHED ON THE UNIT SIDE
3 SHEAR WALL
MATERIALS
SEE ADDITIONAL SCHEDULES AND NOTES ON PLAN FOR
SHEATHING MATERIALS AND ATTACHMENT
4 ANCHORAGE OR
HOLDOWNS
WHERE INDICATED ON PLAN, INSTALL HOLDOWN DEVICES
PER THE SHEAR WALL HOLDOWN SCHEDULE
ANCHOR RODS TO BE DESIGNED BY OTHERS FOR
THE TOTAL FACTORED ASD UPLIFT FORCES NOTED
IN THE SHEAR WALL HOLDOWN SCHEDULE.
5 CHORD STUDS
(CS-X)
WHERE INDICATED ON PLAN, INSTALL CHORD STUDS AS
BUILT UP POSTS PER THE SHEAR WALL CHORD STUD
SCHEDULE
6 CORNER
DIMENSIONS
CORNER DIMENSIONS SHOWN INDICATE LOCATIONS FOR
'END ZONE' COMPONENTS AND CLADDING LOADING
SEE SHEET SXXX FOR ADDITIONAL LOADING
INFORMATION ON INDIVIDUAL COMPONENTS
DATE DESCRIPTION REV
1/8" = 1'-0"1 FR9 SHEAR WALL LAYOUT - Part A
SCHEMATIC DESIGN ASSUMPTIONS:
• IDENTIFIED SHEAR WALLS WILL UTILIZE 7/16" OSB SHEATHING ON THE INTERIOR AND
EITHER 1/2" FRT PLYWOOD OR 7/16" CEMENTITIOUS COATED OSB (2-SIDED)
SHEATHING ON THE EXTERIOR.
• LAYOUT OF SHEAR WALLS WILL UTILIZE A LARGE NUMBER OF UNIT SEPARATION AND
CORRIDOR WALLS (ONE SIDE OF THE CORRIDOR TO THE EXTENT POSSIBLE) AS WELL AS
TARGETED EXTERIOR WALLS (FORCE TRANSFER AROUND OPENING)
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:10:35 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS04.01B
Author Checker
DDS-025-22
SHEAR WALL
LAYOUT PLAN -
PART B
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
WOOD FRAMED SHEAR WALL PLAN NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 SHEAR WALL
LAYOUT PLAN
9TH LEVEL HAS BEEN SHOWN AS TYPICAL. SHEAR WALL
LAYOUT SHOULD BE APPLIED TO EACH WOOD FRAMED
LEVEL
2 DESIGNATED
SHEAR WALLS
LATERAL FORCE RESISTANCE WILL BE PROVIDED BY THE
WALLS HIGHLIGHTED WITH A DASHED LINE
UNIT SEPARATION WALLS INDICATED WILL HAVE
SHEATHING ATTACHED WITHIN THE WALL CAVITY
AND CORRIDOR WALLS INDICATED WILL BE
SHEATHED ON THE UNIT SIDE
3 SHEAR WALL
MATERIALS
SEE ADDITIONAL SCHEDULES AND NOTES ON PLAN FOR
SHEATHING MATERIALS AND ATTACHMENT
4 ANCHORAGE OR
HOLDOWNS
WHERE INDICATED ON PLAN, INSTALL HOLDOWN DEVICES
PER THE SHEAR WALL HOLDOWN SCHEDULE
ANCHOR RODS TO BE DESIGNED BY OTHERS FOR
THE TOTAL FACTORED ASD UPLIFT FORCES NOTED
IN THE SHEAR WALL HOLDOWN SCHEDULE.
5 CHORD STUDS
(CS-X)
WHERE INDICATED ON PLAN, INSTALL CHORD STUDS AS
BUILT UP POSTS PER THE SHEAR WALL CHORD STUD
SCHEDULE
6 CORNER
DIMENSIONS
CORNER DIMENSIONS SHOWN INDICATE LOCATIONS FOR
'END ZONE' COMPONENTS AND CLADDING LOADING
SEE SHEET SXXX FOR ADDITIONAL LOADING
INFORMATION ON INDIVIDUAL COMPONENTS
1/8" = 1'-0"1 FR9 SHEAR WALL LAYOUT - Part B
SCHEMATIC DESIGN ASSUMPTIONS:
• IDENTIFIED SHEAR WALLS WILL UTILIZE 7/16" OSB SHEATHING ON THE INTERIOR AND
EITHER 1/2" FRT PLYWOOD OR 7/16" CEMENTITIOUS COATED OSB (2-SIDED)
SHEATHING ON THE EXTERIOR.
• LAYOUT OF SHEAR WALLS WILL UTILIZE A LARGE NUMBER OF UNIT SEPARATION AND
CORRIDOR WALLS (ONE SIDE OF THE CORRIDOR TO THE EXTENT POSSIBLE) AS WELL AS
TARGETED EXTERIOR WALLS (FORCE TRANSFER AROUND OPENING)
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:10:36 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS04.01C
Author Checker
DDS-025-22
SHEAR WALL
LAYOUT PLAN -
PART C
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCDATE DESCRIPTION REV
WOOD FRAMED SHEAR WALL PLAN NOTES
ELEMENT: INFORMATION:ADDITIONAL COMMENTS:
1 SHEAR WALL
LAYOUT PLAN
9TH LEVEL HAS BEEN SHOWN AS TYPICAL. SHEAR WALL
LAYOUT SHOULD BE APPLIED TO EACH WOOD FRAMED
LEVEL
2 DESIGNATED
SHEAR WALLS
LATERAL FORCE RESISTANCE WILL BE PROVIDED BY THE
WALLS HIGHLIGHTED WITH A DASHED LINE
UNIT SEPARATION WALLS INDICATED WILL HAVE
SHEATHING ATTACHED WITHIN THE WALL CAVITY
AND CORRIDOR WALLS INDICATED WILL BE
SHEATHED ON THE UNIT SIDE
3 SHEAR WALL
MATERIALS
SEE ADDITIONAL SCHEDULES AND NOTES ON PLAN FOR
SHEATHING MATERIALS AND ATTACHMENT
4 ANCHORAGE OR
HOLDOWNS
WHERE INDICATED ON PLAN, INSTALL HOLDOWN DEVICES
PER THE SHEAR WALL HOLDOWN SCHEDULE
ANCHOR RODS TO BE DESIGNED BY OTHERS FOR
THE TOTAL FACTORED ASD UPLIFT FORCES NOTED
IN THE SHEAR WALL HOLDOWN SCHEDULE.
5 CHORD STUDS
(CS-X)
WHERE INDICATED ON PLAN, INSTALL CHORD STUDS AS
BUILT UP POSTS PER THE SHEAR WALL CHORD STUD
SCHEDULE
6 CORNER
DIMENSIONS
CORNER DIMENSIONS SHOWN INDICATE LOCATIONS FOR
'END ZONE' COMPONENTS AND CLADDING LOADING
SEE SHEET SXXX FOR ADDITIONAL LOADING
INFORMATION ON INDIVIDUAL COMPONENTS
1/8" = 1'-0"1 FR9 SHEAR WALL LAYOUT - Part C
SCHEMATIC DESIGN ASSUMPTIONS:
• IDENTIFIED SHEAR WALLS WILL UTILIZE 7/16" OSB SHEATHING ON THE INTERIOR AND
EITHER 1/2" FRT PLYWOOD OR 7/16" CEMENTITIOUS COATED OSB (2-SIDED)
SHEATHING ON THE EXTERIOR.
• LAYOUT OF SHEAR WALLS WILL UTILIZE A LARGE NUMBER OF UNIT SEPARATION AND
CORRIDOR WALLS (ONE SIDE OF THE CORRIDOR TO THE EXTENT POSSIBLE) AS WELL AS
TARGETED EXTERIOR WALLS (FORCE TRANSFER AROUND OPENING)
SEE NOTE 2
NOTES:
1. SEE SHEAR WALL LAYOUT PLAN FOR HOLDOWN REQUIREMENTS AT LOWEST FLOOR.
2. ADD ADDITIONAL STUDS AS NEEDED TO PROVIDE REQUIRED NUMBER OF CHORD STUDS NOTED IN CHORD STUD SCHEDULE.
3. SEE SHEAR WALL LAYOUT PLAN FOR STRAP REQUIREMENTS ACROSS FLOOR PLENUM.
4. PROVIDE SHEATHING IN WALL CAVITY AS REQUIRED PER SHEAR WALL LAYOUT PLANS AND NOTES.
5. COORDINATE SHEATHING AND ATTACHMENT WITH SCHEDULES AND PLAN NOTES.
6. SEE SHEAR WALL END ELEVATION DETAIL FOR ADDITIONAL INFORMATION.
7. WALL CORNERS AND INTERSECTIONS TO BE FRAMED SIMILAR AT INTERIOR CONDITION.
SEE NOTE 1
SEE NOTE 4
UNIT SEPARATION WALL
AT EXTERIOR WALL
SEE NOTE 2
INTERIOR BEARING WALL
AT EXTERIOR WALL
SEE NOTE 2
INTERIOR BEARING WALL
AT EXTERIOR WALL
SEE NOTE 2
SEE NOTE 1
SEE NOTE 4
UNIT SEPARATION WALL
AT EXTERIOR CORNER
SEE NOTE 2
SEE NOTE 2
SEE NOTE 3
EXTERIOR WALL CORNER
SEE NOTE 1
SEE NOTE 3
SEE NOTE 3
SEE NOTE 3 SEE NOTE 3
SEE NOTE 1
SEE NOTE 2
SEE NOTE 1 SEE NOTE 1
DOUBLE 2x TOP PLATE 12"12"DOUBLE 2x TOP PLATE
PROVIDE SIMPSON 'CS16' COIL
STRAP WITH 10d NAILS ACROSS
NON-CONTINUOUS TOP PLATE
FASTEN END STUDS
TOGETHER PER TYPICAL BUILT
UP WOOD POST DETAIL
NOTE:
FLOOR AND CEILING ASSEMBLY NOT SHOWN FOR CLARITY.
INTERSECTION 2x EXTERIOR
WALL BEYOND
2x INTERIOR
SHEAR WALL
2x EXTERIOR
SHEAR WALL
NOTES:
1. NOTED AS 'FTAO' (FORCE TRANSFER AROUND OPENINGS) ON SHEAR WALL LAYOUT PLANS.
2. SEE SHEAR WALL SCHEDULES FOR CHORD STUD, ANCHOR AND EXTERIOR SHEATHING REQUIREMENTS.
WALL OPENING
DOUBLE 2x TOP PLATE
SINGLE 2x BOTTOM/SILL PLATE
SIMPSON 'CS16' COIL STRAP
LOCATED ON INTERIOR FACE OF
WALL ATTACHED TO 2x BLOCKING
BETWEEN STUDS AT EACH
CORNER OF OPENING
12"
TYP.
ATTACH EXTERIOR SHEATHING TO
BLOCKING PER EDGE NAILING
NOTED IN SHEAR WALL SHEATHING
ATTACHMENT SCHEDULE
SIMPSON 'CS16' COIL STRAP
LOCATED ON INTERIOR FACE OF
WALL ATTACHED TO 2x BLOCKING
BETWEEN STUDS AT EACH
CORNER OF OPENING, ATTACH
PER MANUFACTURER
RECOMMENDATIONS
A
A
A-A
TRUSS MANUFACTURER TO
PROVIDE SHEAR PANELS
SPACED AT 24" O.C. AT 5TH
AND 6TH FLOOR, AND 48"
O.C. AT 7TH AND 8TH FLOOR
FOR A SHEAR LOAD OF 500
PLF
SHEAR WALL, SEE SHEAR
WALL LAYOUT PLANS FOR
LOCATIONS
SHEAR WALL, SEE SHEAR
WALL LAYOUT PLANS FOR
LOCATIONS
NOTE:
SHEAR PANELS CAN BE SUBSTITUTED WITH 1 1/4" LSL PANELS TO MATCH FLOOR TRUSS DEPTH.
TOENAIL PERIMETER OF
SHEAR PANEL TO ADJACENT
FRAMING WITH 10d NAILS
SPACED AT 4" O.C.
TRUSS MANUFACTURER TO
PROVIDE CONTINUOUS
BEARING SHEAR TRUSS AT
LOCATIONS INDICATED ON PLAN
FOR A SHEAR LOAD OF XXX PLF
SHEAR WALL, SEE SHEAR
WALL LAYOUT PLANS FOR
LOCATIONS
SHEAR WALL, SEE SHEAR
WALL LAYOUT PLANS FOR
LOCATIONS
NOTES:
1. PROVIDE REQUIRED NUMBER OF CHORD STUDS NOTED IN CHORD STUD SCHEDULE.
2. STRAP END LENGTHS TO MEET MANUFACTURER SPECIFICATIONS TO DEVELOP FULL LISTED LOAD.
3. ATTACH HOLDOWN TO CONCRETE WITH XX"Ø FOR HD-1 AND XX"Ø HD-2.
HOLDOWN PER SCHEDULE
STRAP ACROSS FLOOR PLENUM
PER HOLDOWN SCHEDULE, SLOT
FLOOR SHEATHING AND LOCATED
STRAP ON INTERIOR SIDE OF
WALL
COORDINATE FLOOR FRAMING
WITH FRAMING PLANS
VERTICAL CRIPPLE BLOCKING TO
MATCH SIZE AND QUANTITY OF
CHORD STUDS BELOWSEENOTE 2SEENOTE 2SEE NOTE 1
CONCRETE LEVEL
TYPICAL WOOD
FLOOR LEVEL
SEE NOTE 1
SEENOTE 3DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:10:37 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS04.11
MG,GK,MS MJS
DDS-025-22
SHEAR WALL
DETAILS
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NC3/4" = 1'-0"1 SHEAR WALL INTERSECTIONS - HOLDOWNS
3/4" = 1'-0"2 TOP PLATE STRAP AT EXTERIOR SHEAR WALL
1/2" = 1'-0"3 FORCE TRANSFER AROUND OPENINGS
3/4" = 1'-0"4 SHEAR PANELS - INTERIOR BEARING SHEAR WALL
3/4" = 1'-0"5 SHEAR TRUSS - CONTINUOUS BEARING
1/2" = 1'-0"6 SHEAR WALL END ELEVATION - HOLDOWNS
DATE DESCRIPTION REV
DOUBLE 2x4 BLOCKING
BETWEEN EACH TRUSS
VERTICAL 2x4 BLOCKING
ATTACHED TO TRUSS
WITH (6) 10d NAILS
TRUSS MANUFACTURER TO
PROVIDE (2) 2x4 VERTICAL AT
OFFSET BEARING WALL
LOCATIONS
A-A
A
A
NOTE:
CONTINUE STRONGBACKS TO PERPENDICULAR WALLS AND ATTACH TO VERTICAL 2x4 BLOCKS.
TYPICAL SPLICE
BUTT STRONGBACK
ENDS TOGETHER
2x6 SCAB ATTACHED WITH
(2) ROWS 10d NAILS
SPACED AT 6" O.C., EXTEND
2'-0" MINIMUM EACH SIDE
OVERLAP MINIMUM 2'-0" AND
ATTACH WITH (2) ROWS 10d
NAILS SPACED AT 6" O.C.
2x4 VERTICAL BLOCK WITH (2)
10d NAILS TOP AND BOTTOM
CHORDS AND WEB INTERSECTION
2x6 STRONGBACK TO BE INSTALLED
WITH VERTICAL BLOCK WHEN
TRUSS VERTICALS DO NOT ALIGN
INSTALL STRONGBACK
TIGHT TO BOTTOM CHORD
(3) 10d NAILS,
TYPICAL
UP TO 10' NOT REQUIRED
10' TO 20'
20' TO 30'
(1) ROW LOCATED CENTER OF SPAN
(2) ROWS, (1) AT EACH THIRD POINT
STRONGBACK SPACING SCHEDULE
EXTERIOR AND
BEARING WALLS
ALLOWABLE CUTTING AND NOTCHING
1 3/8"
MAX 5 1/2"MAX3 1/2"MAX7/8"
MAX
3 1/2" 5 1/2"
2x4 STUD 2x6 STUD
NON-BEARING WALLS
DEPTH SHALL NOT
EXCEED 25% OF WIDTH
DEPTH SHALL NOT
EXCEED 40% OF WIDTH
BORED STUD REQUIREMENTS
**NON-BEARING WALLS OR WHEN SPECIFIED
WALL STUD QUANTITY IS DOUBLED
HOLE DIAMETER SHALL NOT EXCEED 40% OF WIDTH*SPECIFIED WALL STUD QUANTITY
HOLE DIAMETER SHALL NOT EXCEED 60% OF WIDTH
3 1/2"
*SINGLE 2x4 STUD
3 1/2"
**DOUBLE 2x4 STUD *SINGLE 2x6 STUD
5 1/2"
**DOUBLE 2x6 STUD
5 1/2"
5/8"
MIN
1 3/8"
MAX
5/8"
MIN
2"
MAX
5/8"
MIN
2 1/8"
MAX
5/8"
MIN
3 1/4"
MAX
NOTES:
1. REFERENCE IBC SECTION 2308.5.9 FOR ALLOWABLE CUTTING AND NOTCHING REQUIREMENTS AND 2308.5.10 FOR BORED STUD REQUIREMENTS.
2. TRIPLE STUDS SHALL NOT BE BORED MORE THAN 40%.
3. WOOD POST SHALL NOT BE NOTCHED OR BORED.
4. MULTIPLE CUTS, NOTCHES OR BORED HOLES SHALL NOT OCCUR IN THE SAME CROSS SECTION OF THE STUD.
5. CUTS, NOTCHES OR BORED HOLES SHALL NOT OCCUR IN MORE THAN TWO SUCCESSIVE STUDS.
6. CONTACT SER PRIOR TO CUTTING, NOTCHING OR BORING STUDS IF THESE LIMITATIONS CANNOT BE MET.
7. ALL EXTERIOR WALL WOOD FRAMING TO BE FIRE RETARDANT TREATED.
NOTE:
1. REFERENCE IBC SECTION 2308.4.2.4 AND 2308.7.4 FOR JOIST AND RAFTER HOLE SIZE REQUIREMENTS.
2. DIAGRAM IS FOR UNIFORMLY LOADED BEAM ONLY.
3. RECTANGULAR HOLES ARE NOT PERMITTED.
4. CONTACT SER IF LOCATION AND SIZE OF HOLES DIFFER THAN THOSE SHOWN AND MEET THE DIAGRAM REQUIREMENTS.1/3 D 1/3 D 1/3 D
1/3 SPAN 1/3 SPAN 1/3 SPAN
SPANDALLOWABLE
HOLE ZONE
ALLOWABLE
HOLE ZONE
2x DIAMETER OF
LARGEST HOLE (MINIMUM)
SUPPORT SUPPORT
5 1/2" TO 9 1/4"
MEMBER DEPTH MAXIMUM ROUND HOLE SIZE
UP TO 20"
1 1/2"
2"
UNIT SEPARATION WALL
INTERIOR BEARING WALL
PROVIDE CRIPPLE STUDS BETWEEN
EACH TRUSS PER TYPICAL DETAIL
2x4 RIBBON BEYOND
PROVIDE CRIPPLE STUDS BETWEEN
EACH TRUSS PER TYPICAL DETAIL
PLUMBING PENETRATION,
SEE PLUMBING DRAWINGS
FOR LOCATIONS
(2) SIMPSON 'RPS18' STRAP
TIES AT BORED HOLES LARGER
THAN 1 1/2" IN 2x4 PLATES OR
2 1/2" IN 2x6 PLATES
PLUMBING PENETRATION,
SEE PLUMBING DRAWINGS
FOR LOCATIONS
(2) SIMPSON 'RPS18' STRAP TIES
AT BORED HOLES LARGER THAN
1 1/2" IN 2x4 PLATES OR 2 1/2"
IN 2x6 PLATES
NOTE:
SIMPSON 'CS16' COIL STRAPS, 24" LONG, WITH 10d NAILS ARE A STRUCTURALLY ACCEPTABLE SUBSTITUTION FOR THE 'RPS18'
STRAP TIES. GC TO VERIFY PROPER PIPE PROTECTION IS ACHIEVED IF THIS SUBSTITUTION IS USED.
DOUBLE 2x TOP PLATE 12"12"
2x BLOCKING BETWEEN (2)
WALL STUDS MINIMUM
DOUBLE 2x TOP PLATE
PROVIDE SIMPSON 'CS16' COIL
STRAP WITH 10d NAILS ACROSS
LOWER WALL TOP PLATE AND
ADJACENT 2x BLOCKING
FASTEN END STUDS
TOGETHER PER TYPICAL BUILT
UP WOOD POST DETAIL
NOTE:
1. FLOOR AND CEILING ASSEMBLY NOT SHOWN FOR CLARITY.
2. ALL EXTERIOR WALL WOOD FRAMING TO BE FIRE RETARDANT TREATED.
FASTEN EACH PLY TOGETHER
WITH 10d NAILS SPACED AT 12"
O.C., STAGGER NAIL EACH FACE
NOTES:
1. NAILING REQUIREMENTS APPLY TO ALL BUILT UP WOOD POSTS, INCLUDING JACK AND KING STUDS, WOOD COLUMNS
AND SHEAR WALL CHORD STUDS.
2. SHEATHING MAY BE GYPSUM WALLBOARD OR WOOD STRUCTURAL PANEL. COORDINATE WITH TYPICAL SHEATHING
AND SHEAR WALL SHEATHING ATTACHMENT SCHEDULE.
3. ALL EXTERIOR WALL WOOD FRAMING TO BE FIRE RETARDANT TREATED.
(2) 2x (3) 2x
(4) 2x (5) 2x
SHEATHING FASTENING PER
NOTE 2
ADDITIONAL LINE OF SHEATHING
FASTENERS AT OUTER STUDS FOR
(4)2x BUILT UP WOOD POST OR
LARGER
FACE NAIL OUTER PLIES TO
(2)2x WITH 10d NAILS SPACED
AT 12" O.C. FOR (3)2x BUILT UP
WOOD POST OR LARGER
FLUSH GIRDER TRUSS
FLUSH 2x OR LVL
1/2"
MAX
1/2"
MAX
TOP CHORD BEARING CONDITION
TO BE APPLIED TO SHORTER SPAN
OF TWO TRUSSES
TOP CHORD BEARING CONDITION
TO BE APPLIED TO SHORTER SPAN
OF TWO TRUSSES
GIRDER TRUSS
GIRDER TRUSS TO MATCH
DEPTH OF FLOOR TRUSSES
HANGER BY TRUSS
MANUFACTURER, BOTH SIDES
HANGER BY TRUSS
MANUFACTURER, ONE SIDE
FLUSH BEAM TO MATCH DEPTH
OF FLOOR TRUSSES
FLUSH BEAM PLACED DIRECTLY ON
WALL TOP PLATES
HANGER, ONE SIDE
SHIM TRUSS AT BEARING AS
REQUIRED
HANGER, BOTH SIDES 3"NOTE:
STAGGERED TOP CHORD BEARING TRUSSES ARE PERMITTED ON BOTH SIDES OF FLUSH BEAM/GIRDER TRUSS.
ELEVATION
NOTE:
1. PROVIDE SIMPSON 'CS16' WITH 10d NAILS AND 12" END LENGTHS WHERE 4'-0" SPLICE IS NOT MAINTAINED.
2. ALL EXTERIOR WALL WOOD FRAMING TO BE FIRE RETARDANT TREATED.
PLAN VIEW
STAGGER SPLICES
4' - 0" MINIMUM
6"1/2"MIN.(14)10d NAILS
STUD EACH SIDE OF SPLICE
IN LOWER TOP PLATE
STUD UNDER SPLICE
IN UPPER TOP PLATE
UNIT SEPARATION/EXTERIOR WALL
INTERIOR BEARING WALL
TRUSS MANUFACTURER TO
PROVIDE PRE-CUT (2)2x4
CRIPPLE STUD CENTERED
BETWEEN EACH TRUSS
2x4 RIBBON BEYOND
2x6 FRAMED WALL
SHOWN HIDDEN
2x4 RIBBON
TRUSS MANUFACTURER TO
PROVIDE PRE-CUT CRIPPLE
STUD TIGHT TO UNDERSIDE
OF SHEATHING, CENTERED
BETWEEN EACH TRUSS TO
MATCH QUANTITY OF WALL
STUDS ABOVE
(1) 2x4 TIGHT TO UNDERSIDE
OF RIBBON, (1) 2x4 TIGHT TO
UNDERSIDE OF SHEATHING
EQ EQ
EQ EQ
WOOD POST
ALIGNED WITH
TRUSS
PROVIDE TRANSFER
BLOCKING IN EACH
FLOOR PLENUM TO
MATCH WOOD POST
QUANTITY ABOVE
SEE NOTE 4
NOTES:
1. PROVIDE SOLID VERTICAL BLOCKING TO TRANSFER ALL POINT LOADS ACROSS FLOOR PLENUM.
2. VERIFY ALIGNMENT AND TIGHTNESS OF FRAMING TO FORM A CONTINUOUS LOAD PATH DOWN THROUGH THE
BUILDING TO THE FOUNDATION OR SUPPORTING TRANSFER ELEMENT BELOW.
3. TRANSFER BLOCKING SIZE SHALL COVER EVERY PORTION OF POST FOOTPRINT ABOVE.
4. ONLY BOTTOM CHORD BEARING TRUSSES WITH (2) 2x4 VERTICAL MEMBERS ALIGNED WITH BEARING WALL AID IN LOAD
TRANSFER. CONTACT TRUSS MANUFACTURER FOR REPAIR IF POSTS ALIGN ELSEWHERE ALONG THE LENGTH OF THE
TRUSS.
5. TRANSFER BLOCKING SHALL OCCUR WITHIN THE TOP AND BOTTOM CHORD AT LOCATIONS WITH A LADDER TRUSS.
WOOD POST NOT
ALIGNED WITH
TRUSS
WOOD POST
PARTIALLY ALIGNED
WITH TRUSS
2x4 RIBBON
BEYOND AS
REQUIRED
NOTCH TRANSFER
BLOCKING AT
RIBBON LOCATIONS
ROUGH OPENING
JACK AND KING STUDS,
SEE FLOOR HEADER
SCHEDULE ON FLOOR
FRAMING PLANS
HEADER PER SCHEDULE
ALTERNATE HEADER
LOCATION IF PENETRATIONS
ARE NEEDED AT EXTERIOR
WALL OVER WINDOW/DOOR
AT WINDOW OPENINGS,
PROVIDE (1) 2x SILL FOR
SINGLE AND DOUBLE
OPENING AND (2) 2x SILL AT
TRIPLE OR LARGER OPENINGS
JACK AND KING STUDS,
SEE FLOOR HEADER
SCHEDULE ON FLOOR
FRAMING PLANS
TYPE IIIA
NOTES:
1. ALL EXTERIOR WALL WOOD FRAMING TO BE FIRE RETARDANT TREATED.
ROUGH OPENING
JACK AND KING STUDS,
SEE FLOOR HEADER
SCHEDULE ON FLOOR
FRAMING PLANS
HEADER PER SCHEDULE
PROVIDE TRANSFER
BLOCKING AT POST
TRANSFER LOCATIONS
PER TYPICAL DETAIL
PROVIDE CRIPPLE STUDS
BETWEEN EACH TRUSS
PER TYPICAL DETAIL
2x FRAMING TO PROPER
WALL OPENING HEIGHT
GRILLE OVER DOOR,
REMOVE 2x FRAMING AS
NEEDED, SEE MECHANICAL
DRAWINGS FOR LOCATIONS
JACK AND KING STUDS,
SEE FLOOR HEADER
SCHEDULE ON FLOOR
FRAMING PLANS
ROUGH OPENING
WOOD POST PER
SCHEDULE
FLUSH BEAM/GIRDER
TRUSS, SEE TYPICAL DETAIL
WOOD POST PER
SCHEDULE
PROVIDE TRANSFER
BLOCKING ABOVE ENDS
OF FLUSH BEAM/GIRDER
TRUSS WHEN NOT FULL
DEPTH OF FLOOR FRAMING
TO MATCH WOOD POST
QUANTITY ABOVE
PROVIDE CRIPPLE STUDS
BETWEEN EACH TRUSS PER
TYPICAL DETAIL
FLAT 2x4 BLOCKING
SPACED AT 24" O.C.
NOTE:
DETAIL TO BE UTILIZED WHEN NON-BEARING WALL EXCEEDS 8'-0" IN LENGTH.
INTERIOR NON-LOAD
BEARING WALL
INTERIOR NON-LOAD
BEARING WALL
FLAT 2x4 BLOCKING
SPACED AT 24" O.C.
FLAT 2x4 BLOCKING
SPACED AT 24" O.C.
WHEN 'S' IS ≤ 27"
WHEN 27" < 'S' ≤ 30"
'S'
'S'
2x4 LADDER FRAMING
SPACED AT 24" O.C.2x4 LEDGER ON EACH END OF
OVERSPACED TRUSS BAY
FASTENED TO TRUSS WITH
10d NAILS SPACED AT 12" O.C.
NOTE:
WHEN 'S' EXCEEDS 30", CONTACT SER FOR REPAIR.
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:10:38 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS05.11
MG,GK,MS MJS
DDS-025-22
TYPICAL WOOD
FRAMING
DETAILS
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NC3/4" = 1'-0"16 OFFSET BEARING WALL SUPPORTED BY TRUSS
3/4" = 1'-0"1 STRONGBACK DETAIL
3/4" = 1'-0"2 WOOD STUD ALLOWABLE NOTCH AND BORED HOLE SIZE
3/4" = 1'-0"3 WOOD BEAM/HEADER/JOIST/RAFTER ALLOWABLE HOLE SIZE
3/4" = 1'-0"4 TOP PLATE STRAP AT BORED HOLES
3/4" = 1'-0"5 TOP PLATE STRAP AT CHANGE IN HEIGHT
3/4" = 1'-0"6 BUILT UP WOOD POST
3/4" = 1'-0"7 FLUSH BEAM/GIRDER TRUSS
3/4" = 1'-0"8 TOP PLATE SPLICE - SAME WALL THICKNESS
3/4" = 1'-0"9 CRIPPLE STUDS AT BEARING WALLS
3/4" = 1'-0"10 POST TRANSFER BLOCKING AT FLOOR LEVEL
3/4" = 1'-0"11 WALL OPENING AT EXTERIOR WINDOW/DOOR
3/4" = 1'-0"12 WALL OPENING AT INTERIOR BEARING WALL
3/4" = 1'-0"13 WALL OPENING AT FLUSH BEAM
3/4" = 1'-0"14 NON-BEARING WALL SUPPORT
3/4" = 1'-0"15 OVERSPACED TRUSS DETAIL
DATE DESCRIPTION REV
TYPE IIIA, TRUSSES PARALLEL
PROVIDE 1/8" MINIMUM GAP AT
ALL SHEATHING EDGES
PROVIDE 2x FRT BLOCKING AT ALL
EXTERIOR SHEATHING EDGES
2x NAILER FOR CEILING
ATTACHMENT
ALTERNATE HEADER LOCATION
PER TYPICAL DETAIL
FRT SHEATHING
4' - 0" MINIMUM
NOTES:
1. ALL EXTERIOR WALL WOOD FRAMING TO BE FIRE RETARDANT TREATED
TYPE IIIA, TRUSSES PERPENDICULAR
PROVIDE 1/8" MINIMUM GAP
AT ALL SHEATHING EDGES
PROVIDE 2x FRT BLOCKING
AT ALL EXTERIOR
SHEATHING EDGES
2x BLOCKING AT FRT/OSB
SHEATHING TRANSITION
IF NOT T&G LOCKING
USP 'FWH' OR SIMPSON
'DG' HANGER
ALTERNATE HEADER
LOCATION PER
TYPICAL DETAIL
FRT SHEATHING
4' - 0" MINIMUM
NOTES:
1. ALL EXTERIOR WALL WOOD FRAMING TO BE FIRE RETARDANT TREATED
TOP CHORD BEARING CONDITION
TO BE APPLIED TO SHORTER SPAN
OF TWO TRUSSES
PROVIDE CRIPPLE STUDS BETWEEN
EACH TRUSS PER TYPICAL DETAIL
NOTE:
PIGGYBACK CONDITION SHOWN. TRUSS MAY BE CONTINUOUS WITH MINIMUM DOUBLE VERTICAL AT 2x4 INTERIOR
BEARING LOCATION AND TRIPLE VERTICAL AT 2x6 INTERIOR BEARING LOCATION, UNLESS SPAN ARROWS SHOWN ON
PLAN APPEAR ON BOTH SIDES OF WALL.
1/2"
MAX
CONTINUOUS 7/16" OSB NAILED
TO TRUSS VERTICAL, RIBBON,
CRIPPLE STUDS AND FLAT
BLOCKING WITH 8d NAILS SPACED
AT 4" O.C. ALONG ALL EDGES
2x4 FLAT BLOCKING
BETWEEN EACH TRUSS
2x8 TOP PLATE
OSB SHEATHING, COORDINATE
THICKNESS, LOCATION AND
ATTACHMENT WITH SHEAR
WALL LAYOUT PLAN AND
SCHEDULES
PROVIDE CRIPPLE STUDS
BETWEEN EACH TRUSS PER
TYPICAL DETAIL
2x4 RIBBON
CONTINUOUS 7/16" OSB
NAILED TO TRUSS VERTICALS,
TOP AND BOTTOM CHORD
WITH 8d NAILS SPACED AT 4"
O.C. ALONG ALL EDGES
2x8 TOP PLATE
PROVIDE CRIPPLE STUDS
BETWEEN EACH TRUSS PER
TYPICAL DETAIL
LADDER TRUSS WITH VERTICALS
SPACED TO MATCH SPACING OF
WALL STUDS ABOVE
2x4 RIBBON
OSB SHEATHING, COORDINATE
THICKNESS, LOCATION AND
ATTACHMENT WITH SHEAR
WALL LAYOUT PLAN AND
SCHEDULES
2x4 BLOCKING BETWEEN
EACH TRUSS
3-HR RATED WALL, SEE ARCH
FOR SPECIFICATIONS AND
REQUIREMENTS
PROVIDE CRIPPLE STUDS
BETWEEN EACH TRUSS PER
TYPICAL DETAIL
2x4 RIBBON
2x4 BLOCKING BETWEEN
EACH TRUSS
PROVIDE CRIPPLE STUDS
BETWEEN EACH TRUSS PER
TYPICAL DETAIL
2x4 RIBBON
LADDER TRUSS WITH VERTICALS
SPACED TO MATCH SPACING OF
WALL STUDS ABOVE
3-HR RATED WALL, SEE ARCH
FOR SPECIFICATIONS AND
REQUIREMENTS
TRUSSES PERPENDICULAR
2x NAILER FOR CEILING
ATTACHMENT
TOP CHORD BEARING
CORRIDOR TRUSS
2x10 LEDGER WITH (2) ROWS
OF SIMPSON SDWS22500DB
SCREWS AT 12" O.C.
PROVIDE CRIPPLE STUDS BETWEEN
EACH TRUSS PER TYPICAL DETAIL
2x4 FLAT BLOCKING BETWEEN
EACH TRUSS, ATTACH BLOCKING
TO TOP PLATE WITH 12d NAILS
SPACED AT 6" O.C. AT SHEAR
WALL LOCATIONS
2x4 RIBBON
CONTINUOUS 7/16" OSB SHEAR
BLOCKING NAILED TO TRUSS
VERTICAL, RIBBON, CRIPPLE
STUDS AND FLAT BLOCKING
WITH 8d NAILS SPACED AT 4"
O.C. ALONG ALL EDGES
NOTES:
1. FOR LEDGER ATTACHMENT, PROVIDE MINIMUM 1 1/2" EDGE DISTANCE, 6" END DISTANCE, AND 4" BETWEEN ROWS.
2. LEDGER SCREWS SHALL BE DRIVEN INTO WIDE FACE OF (2)2x4 CRIPPLE BLOCKING OR TRUSS END VERTICALS WHEN
FLOOR FRAMING IN PERPENDICULAR TO CORRIDOR WALL.
3. LOAD FROM SPRINKLER PIPES SHALL NOT EXCEED 250 LBS ON ANY TRUSS. MAXIMUM SPRINKLER PIPE HANGER
SPACING FOR SCHEDULE 40 PIPE SHALL NOT EXCEED 5'-4" FOR 8" DIA. AND 8'-0" FOR 6" DIA.
PROVIDE
BLOCKOUT
FOR MECH
DUCT
TRUSSES PARALLEL
2x NAILER FOR CEILING
ATTACHMENT
2x NAILER FOR CEILING
ATTACHMENT
CONTINUOUS 7/16" OSB SHEAR
BLOCKING NAILED TO CORRIDOR
TRUSS VERTICALS AND 2X
BLOCKING WITH 8d NAILS SPACED
AT 4" O.C. ALONG ALL EDGES
2x4 BLOCKING AT TOP AND
BOTTOM OF CORRIDOR TRUSS
PROVIDE (3) TRUSS END
VERTICALS
NOTES:
1. LOAD FROM SPRINKLER PIPES SHALL NOT EXCEED 250 LBS ON ANY TRUSS. MAXIMUM SPRINKLER PIPE HANGER
SPACING FOR SCHEDULE 40 PIPE SHALL NOT EXCEED 5'-4" FOR 8" DIA. AND 8'-0" FOR 6" DIA.
2. SIDE MOUNT SPRINKLER PIPE SUPPORT TO CORRIDOR TRUSS TOP CHORD
PROVIDE
BLOCKOUT
FOR MECH
DUCT
PROIDE HORIZ. 2x4 BLOCKING AT
4' - 0" MIN. BETWEEN
INTERSECTING WALLS. EXTEND
BACK TWO TRUSS BAYS
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:10:38 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS05.12
MG,GK,MS MJS
DDS-025-22
WOOD
FRAMING
DETAILS
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NC3/4" = 1'-0"1 EXTERIOR WALL
3/4" = 1'-0"2 EXTERIOR WALL
3/4" = 1'-0"3 INTERIOR BEARING WALL - BOTH SIDES BEARING
3/4" = 1'-0"4 UNIT SEPARATION WALL - BOTH SIDES BEARING
3/4" = 1'-0"5 UNIT SEPARATION WALL - ONE SIDE BEARING
3/4" = 1'-0"6 FIRE WALL - BOTH SIDES BEARING
3/4" = 1'-0"7 FIRE WALL - ONE SIDE BEARING
3/4" = 1'-0"9 CORRIDOR WALL
3/4" = 1'-0"8 CORRIDOR WALL
DATE DESCRIPTION REV
EXTERIOR WALL
PROVIDE SKEWED SIMPSON
'HHUS210-3' HANGER
PROVIDE SIMPSON 'HUC210-2'
CONCEALED FLANGE HANGER
WITH MAX NAILING 2x BALCONY JOISTSBEAM, SEE PLAN BEAM, SEE PLANPROVIDE SIMPSON 'HUC210-3'
CONCEALED FLANGE HANGER
WITH MAX NAILING EXTERIOR WALL2x BALCONY JOISTSEXTERIOR WALLDOUBLE LEDGERPROVIDE SKEWED SIMPSON
'HU210-2' HANGER
CANT.EXTERIOR WALLPROVIDE MIN. (2) JACKS UNDER
EXTERIOR WALL HEADER PER
SCHEDULE OR PER PLAN
PROVIDE 2x BLOCKING TO
MATCH JOIST DEPTH PLACED AT
45 DEGREES AND ATTACHED TO
JOISTS AT EACH END WITH (3)
10d TOENAILS, ATTACH DECK
BOARDS FROM ABOVE WITH (2)
SCREWS MINIMUM
4' - 0"2x BLOCKING2x BLOCKINGBEAM, SEE PLAN BEAM, SEE PLANBEAM, SEE PLAN2x EXTERIOR WALL
2x BALCONY JOISTSPROVIDE SIMPSON 'HUC210-3'
CONCEALED FLANGE HANGER
WITH MAX NAILING ON EACH END
2x LEDGER TO MATCH JOIST
DEPTH
FLOOR TRUSS
MANUF. TO PROVIDE POCKET
FOR BEAM (TYP.)
(4)2x6 TYPICAL, W/ ADDITIONAL
STUD AT FIRST FRAMED LEVEL
PROVIDE MIN. (2) JACKS UNDER
EXTERIOR WALL HEADER PER
SCHED. OR PER PLAN
(4)2x6 TYPICAL, W/ ADDITIONAL
STUD AT FIRST FRAMED LEVEL
NOTE: SEE DETAILS 3 AND 4 ON
SHEET S503A FOR SECTION
THROUGH CANTILEVERED BALCONY
TYPE IIIA, TRUSSES PARALLEL
PROVIDE 1/8" MINIMUM GAP AT
ALL SHEATHING EDGES
SEE ARCH FOR DECKING
INFORMATION
PROVIDE 2x FRT BLOCKING AT ALL
EXTERIOR SHEATHING EDGES
2x NAILER FOR CEILING
ATTACHMENT
ALTERNATE HEADER LOCATION
PER TYPICAL DETAIL
2x10 JOISTS AT 16" O.C. WITH
SIMPSON LUS28 EACH END
2x10 LEDGER WITH (2) ROWS OF
SIMPSON SDWS22500DB SCREWS
AT 12" O.C.
NOTE:
FOR LEDGER ATTACHMENT, PROVIDE MINIMUM 1½" EDGE DISTANCE, 6" END DISTANCE, AND 4" BETWEEN ROWS.
SEE DETAIL 1 ON SHEET S502 FOR
ADDITIONAL INFORMATION
TYPE IIIA, TRUSSES PERPENDICULAR
USP 'FWH' OR SIMPSON
'DG' HANGER
PROVIDE 1/8" MINIMUM GAP AT
ALL SHEATHING EDGES
SEE ARCH FOR DECKING
INFORMATION
PROVIDE 2x FRT BLOCKING AT ALL
EXTERIOR SHEATHING EDGES
2x BLOCKING AT FRT/OSB
SHEATHING TRANSITION
IF NOT T&G LOCKING
ALTERNATE HEADER LOCATION
PER TYPICAL DETAIL
2x10 JOISTS AT 16" O.C. WITH
SIMPSON LUS28 EACH END
2x10 LEDGER WITH (2) ROWS OF
SIMPSON SDWS22500DB SCREWS
AT 12" O.C.
NOTE:
FOR LEDGER ATTACHMENT, PROVIDE MINIMUM 1½" EDGE DISTANCE, 6" END DISTANCE, AND 4" BETWEEN ROWS.
SEE DETAIL 2 ON SHEET S502 FOR
ADDITIONAL INFORMATION
SEE ARCH FOR DECKING
INFORMATION
SEE ARCH FOR RAILING TYPE AND
INFORMATION, SUBMIT SHOP
DRAWINGS OF RAILING DESIGN
AND ATTACHMENT FOR REVIEW
P.T. 2x BLOCKING AT RAILING
LOCATIONS FOR RAILING
ATTACHMENT
SEE PLAN FOR BALCONY
BEAM SIZE
BEAM, SEE PLAN
2x EXTERIOR WALL
2x BALCONY JOISTSPROVIDE SIMPSON 'HUC210-3'
CONCEALED FLANGE HANGER
WITH MAX NAILING ON EACH END
2x LEDGER TO MATCH JOIST
DEPTH
DOUBLE 2x LEDGER TO MATCH
END BEAM DEPTH. ATTACH TO
WALL STUDS W/ SIMPSON
'SDWS' SCREWS AT 'XXX'
PROVIDE (4)2x6 POST AT CORNER
INVERTED SIMPSON
HANGER PER PLAN
(4) 3/4" Ø THRU BOLTS
(3) ROWS OF SIMPSON
SDWS221000DB SCREWS AT
12" O.C. REMAINDER OF
LEDGER
FULL HEIGHT BUILT UP
POST AT BOLT LOCATIONS P.T. 2x BLOCKING AT
RAILING LOCATIONS FOR
RAILING ATTACHMENT
SEE ARCH FOR DECKING
INFORMATION
SEE ARCH FOR RAILING
TYPE AND
INFORMATION, SUBMIT
SHOP DRAWINGS OF
RAILING DESIGN AND
ATTACHMENT FOR
REVIEW
BALCONY BEAM
PER PLAN
CANTILEVERED LEDGER
BEAM PER PLAN
2"
3 1/2"
2"1 1/2"3 1/2"NOTE:
FOR LEDGER ATTACHMENT WITH SIMPSON SCREWS, PROVIDE MINIMUM 1½" EDGE DISTANCE, 6" END DISTANCE, AND 4"
BETWEEN ROWS.
TYPE IIIA, TRUSSES PARALLEL
PROVIDE 2x FRT BLOCKING AT ALL
EXTERIOR SHEATHING EDGES
2x NAILER FOR CEILING
ATTACHMENT
ALTERNATE HEADER LOCATION
PER TYPICAL DETAIL
SEE ARCH FOR RAILING TYPE AND
INFORMATION, SUBMIT SHOP
DRAWINGS OF RAILING DESIGN
AND ATTACHMENT FOR REVIEW
PROVIDE 1/8" MINIMUM GAP AT
ALL SHEATHING EDGES
SEE ARCH FOR PAD
OUT REQUIREMENTS
SEE DETAIL 1 ON SHEET S502 FOR
ADDITIONAL INFORMATION
PROVIDE 2x BLOCKING TO
MATCH JOIST DEPTH PLACED
AT 45 DEGREES AND ATTACHED
TO JOISTS AT EACH END WITH
(3) 10d TOENAILS, ATTACH
DECK BOARDS FROM ABOVE
WITH (2) SCREWS MINIMUM
2x EXTERIOR WALL
BEAM, SEE PLAN BEAM, SEE PLANBEAM, SEE PLAN4' - 0" TYP 4' - 0" TYP2x BALCONY JOISTS6
S503
3,4
S503
2
S503A
MIN. (3)2x6 WOOD
POST AT END BEAM
45°
INTERMEDIATE POST
ELEVATION
END POST
ELEVATION
SIMPSON LCE4 POST CAP
SIMPSON AC6 POST CAP
SEE PLAN FOR BEAM
AND POST SIZE
SEE PLAN FOR BEAM
AND POST SIZE
INTERMEDIATE POST
PLAN VIEW
END POST
PLAN VIEW
STAGGER JOINTS OF BEAM
OR PROVIDE MITER JOINT
EACH BEAM TO
BEAR 50% ON POST
PROVIDE 2x6 VERTICAL
BLOCK BETWEEN POST
AT BEAM LOCATION
NOTE: PROVIDE
SIMPSON ABU POST
BASE TYP.
2x NAILER FOR CEILING
ATTACHMENT
CANTILEVERED PSL BEAM, EXTEND INTO
FLOOR PLENUM AS SHOWN ON PLAN AND
TIGHT TO UNDERSIDE OF FLOOR TRUSS
TOP CHORDS. TRUSS MANUF TO PROVIDE
BEAM POCKET AND DOUBLE TOP CHORDS
AT BEAM LOCATION. DESIGN EACH BEAM
FOR A 300 POUND UPLIFT FORCE
MIN. (2) FLOOR TRUSS
VERTICALS SHOWN
BEYOND
(4)2x6 BUILT-UP POST TIGHT TO
UNDERSIDE OF PSL BEAM
ALT: HEADER TIGHT TO UNDERSIDE
WHERE OCCURS
(3)2x10 END BEAM HUNG
FROM CANT. BEAMS W/
CONCEALED FLANGE HANGERS
DECKING FINISH PER ARCH
NOTES:
1. SEE DETAIL 3/S503 FOR INFORMATION NOT SHOWN.
2. FOR LEDGER ATTACHMENT, PROVIDE MINIMUM 1½" EDGE DISTANCE, 6" END DISTANCE, AND 4" BETWEEN ROWS.
2x10 LEDGER WITH (2) ROWS OF
SIMPSON SDWS22500DB SCREWS
AT 12" O.C.
2x10 JOISTS @ 16" O.C. WITH
SIMPSON LUS28 EACH END
TRUSSES PARALLEL
CANTILEVERED BEAMS TO BE
BROUGHT BACK INTO TRUSS SPACE
MIN 11'-0", ATTACH TO EACH
TRUSS VERTICAL W/ (2)SDWS
SCREWS W/ 3" EMBEDMENT
SEE ARCH FOR RAILING TYPE AND
INFORMATION, SUBMIT SHOP
DRAWINGS OF RAILING DESIGN
AND ATTACHMENT FOR REVIEW
TRUSSES PERPENDICULAR
2x NAILER FOR CEILING
ATTACHMENT
CANTILEVERED PSL BEAM, EXTEND INTO
FLOOR PLENUM AND TIGHT TO UNDERSIDE
OF EXTERIOR WALL DOUBLE TOP PLATE.
(4)2x6 BUILT-UP POST TIGHT TO
UNDERSIDE OF PSL BEAM
ALT: HEADER TIGHT TO UNDERSIDE
WHERE OCCURS
NOTES:
1. SEE DETAIL 4/S503 FOR INFORMATION NOT SHOWN.
2. FOR LEDGER ATTACHMENT, PROVIDE MINIMUM 1½" EDGE DISTANCE, 6" END DISTANCE, AND 4" BETWEEN ROWS.
SEE DETAIL 3 ON THIS SHEET FOR
ADDITIONAL BALCONY INFORMATION
FLOOR TRUSS WEBS SHOWN BEYOND
NOTE: HANGER NOT SHOWN FOR
CLARITY
CANTILEVERED BEAMS TO BE
BROUGHT BACK INTO TRUSS
SPACE MIN 11'-0", TYP
PROVIDE BEAM POCKET FOR (2)2x12
WITHIN FLOOR TRUSS SERIES AT END OF
PSL BEAM. ATTACH INTERSECTING BEAM
WITH INVERTED 'HU610' FACE MOUNT
HANGER. DESIGN EACH TRUSS FOR 300
POUND UPLIFT FORCE
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:10:39 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS05.13
Author Checker
DDS-025-22
WOOD
FRAMING AT
BALCONIES
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NC3/4" = 1'-0"1 BALCONY BRACING PLAN AT CORNER
3/4" = 1'-0"2 BALCONY BRACING PLAN AT CANTILEVER
3/4" = 1'-0"3 EXTERIOR WALL - WOOD DECKING BALCONY
3/4" = 1'-0"4 EXTERIOR WALL - WOOD DECKING BALCONY
3/4" = 1'-0"5 BALCONY EDGE DETAIL
3/4" = 1'-0"6 BALCONY BRACING PLAN AT INSET
3/4" = 1'-0"7 CANTILEVERED LEDGER BEAM AT BALCONY - TYPE IIIA
3/4" = 1'-0"8 EXTERIOR WALL - JULIET BALCONY
DATE DESCRIPTION REV
3/4" = 1'-0"9 BALCONY BRACING PLAN - POST SUPPORTED
3/4" = 1'-0"10 BALCONY POST TO BEAM CONNECTION
3/4" = 1'-0"11 EXTERIOR WALL - CANTILEVERED BALCONY - TYPE IIIA
3/4" = 1'-0"12 EXTERIOR WALL - CANTILEVERED BALCONY - TYPE IIIA
TRUSSES PERPENDICULAR
2X4 BLOCKING BETWEEN EACH
TRUSS AT SHEATHING EDGES
2x4 BLOCKING BETWEEN
TRUSSES AT ALL WALL
SHEATHING PANEL EDGES
2x4 DOUBLE TOP PLATE, SPLICE
4'-0" MIN.
SIMPSON H2.5T AT EACH
TRUSS BEARING POINT
PARAPET TO BE A CONTINUATION
OF TRUSS END VERTICAL
MEMBER, TYP.
2x4 RIBBON WITH (2) 12d
NAILS AT EACH TRUSS
2x8 TOP PLATE
WITH (1) ROW 12d
NAILS AT 3" O.C.
EACH SIDE
NAIL SHEATHING TO
RIBBON WITH 8d
NAILS AT 6" O.C.
SIMPSON H2.5T AT EACH
TRUSS BEARING POINT
SIMPSON A35 CLIP AT
24" O.C. MAX.
CONTINUOUS 7/16"
DRAFT STOPPING NAILED
TO TRUSS VERTICAL AND
TOP/BOTTOM RIBBON
WITH 8d NAILS SPACED
AT 4" O.C. ALONG ALL
EDGES
2x4 RIBBON WITH (2) 12d
NAILS AT EACH TRUSS
2x8 TOP PLATE WITH (1) ROW
12d NAILS AT 3" O.C. EACH SIDE
NAIL SHEATHING TO RIBBON
WITH 8d NAILS AT 6" O.C.
SIMPSON H2.5T AT EACH TRUSS
BEARING POINT
CONTINUOUS 2x6 NAILER
ATTACHED TO TOP PLATE
WITH 12d NAILS AT 6" O.C.
CONTINUOUS 7/16" DRAFT
STOPPING NAILED TO TRUSS
VERTICAL AND TOP/BOTTOM
RIBBON WITH 8d NAILS SPACED
AT 6" O.C. ALONG ALL EDGES
ATTACH 2x4 RIBBON TO NAILER
WITH 12d NAILS AT 6" O.C.
TRUSSES PARALLEL
2x8 TOP PLATE WITH (1) ROW
12d NAILS AT 3" O.C. EACH SIDE
NAIL SHEATHING TO TRUSS WITH
8d NAILS AT 6" O.C.
CONTINUOUS 2x6
NAILER ATTACHED
TO TOP PLATE
WITH 12d NAILS AT
6" O.C.
CONTINUOUS 7/16" DRAFT
STOPPING NAILED TO TRUSS
VERTICALS AND TOP/BOTTOM
CHORD WITH 8d NAILS SPACED
AT 6" O.C. ALONG ALL EDGES
ATTACH TRUSS BOTTOM
CHORD TO NAILER WITH 12d
NAILS AT 6" O.C.
DOUBLE 2x8 P.T. PLATES
ATTACHED TO CMU WITH
1/2"x9" SIMPSON TITEN
HD SCREW ANCHOR
WITH 3"x3" BEARING
PLATE AT 24" O.C.
8" BOND BEAM, SEE MASONRY
NOTES FOR ADDITIONAL
INFORMATION
2x10 JOISTS AT 16" O.C.
DOUBLE JOIST AT
EDGE OF SHAFT
ELEVATOR HOIST BEAM AS NOTED
AND ORIENTED ON PLAN WITH
4"x6"x1/4" BEARING PLATE WITH
1/2"x6" LONG HEADED STUD
DOUBLE 2x8 P.T. PLATES
ATTACHED TO CMU WITH 1/2"x9"
SIMPSON TITEN HD SCREW
ANCHOR WITH 3"x3" BEARING
PLATE AT 24" O.C.
8" BOND BEAM, SEE MASONRY
NOTES FOR ADDITIONAL
INFORMATION
2x10 JOISTS AT 16" O.C.
SIMPSON H2.5T EACH
END OF JOIST, TYP.
2x10 RIM JOIST WITH (4) 12d
END NAILS INTO EACH JOIST
PREFAB ROOF TRUSSES
2x8 STUDS AT 24" O.C. W/
SINGLE BASE AND DOUBLE
TOP PLATES. SHEATH EACH
SIDE WITH 3/4" P.T.
PLYWOOD ATTACHED W/ 8d
NAILS AT 4" O.C. AT EDGE
AND 12" O.C. IN FIELD
ATTACH BASE PLATE TO EACH
TRUSS W/ (2) ROWS SIMPSON
'SDS25500' SCREWS. LOCATE 1.5"
FROM SIDE OF PLATE
4'-0" MAX.2X4 BLOCKING BETWEEN EACH
TRUSS AT SHEATHING EDGES
2x4 BLOCKING BETWEEN
TRUSSES AT ALL WALL
SHEATHING PANEL EDGES
2x4 DOUBLE TOP PLATE,
SPLICE 4'-0" MIN.
SIMPSON H2.5T AT EACH
TRUSS BEARING POINT
DOUBLE 2x8 P.T. PLATES
ATTACHED TO CMU WITH
1/2"x9" SIMPSON TITEN
HD SCREW ANCHOR
WITH 3"x3" BEARING
PLATE AT 24" O.C.
8" BOND BEAM, SEE MASONRY
NOTES FOR ADDITIONAL
INFORMATION
2x4 RIBBON WITH (2) 12d
NAILS AT EACH TRUSS
NAIL SHEATHING TO RIBBON
WITH 8d NAILS AT 6" O.C.
SIMPSON H2.5T AT EACH TRUSS
BEARING POINT
CONTINUOUS 7/16" DRAFT
STOPPING NAILED TO TRUSS
VERTICAL AND TOP/BOTTOM
RIBBON WITH 8d NAILS SPACED
AT 6" O.C. ALONG ALL EDGES
SIMPSON A35 CLIP AT 24" O.C.
MAX.
8" CMU WALL, SEE
MASONRY NOTES FOR
ADDITIONAL INFORMATION
8" BOND BEAM W/ (1)#5 BAR
CONT.
RATED CEILING PER ARCH
2x4 RIBBON WITH (2) 12d
NAILS AT EACH TRUSS
NAIL SHEATHING TO RIBBON
WITH 8d NAILS AT 6" O.C.
CONTINUOUS 7/16" DRAFT
STOPPING NAILED TO TRUSS
VERTICAL AND TOP/BOTTOM
RIBBON WITH 8d NAILS SPACED
AT 6" O.C. ALONG ALL EDGES
SIMPSON A35 CLIP AT 24" O.C.
MAX.
8" CMU WALL, SEE
MASONRY NOTES FOR
ADDITIONAL INFORMATION
8" BOND BEAM W/ (1)#5 BAR
CONT.
RATED CEILING PER ARCH
TRUSSES PARALLEL
PROVIDE TRUSS OVER WALL
2x4 BLOCKING BETWEEN STUDS
AT ALL WALL SHEATHING PANEL
EDGES
2x4 DOUBLE TOP PLATE, SPLICE
4'-0" MIN.
2x4 LADDER TRUSS WITH (2)2x4
VERTICALS AT 16" O.C.
2x4 BRACING ATTACHED TO
LADDER TRUSS AT 4'-0" O.C.
MAX. WITH (5) 12d NAILS
2x4 BLOCK ATTACHED
TO TRUSS TOP AND
BOTTOM CHORD WITH
(4) 12d NAILS
ATTACH BRACING TO
BLOCK WITH (2) 12d
NAILS
2x4 DIAGONAL ACROSS
TOP AND BOTTOM BRACE
ATTACHED WITH (4) 12d
NAILS EACH
NOTE: COORDINATE PARAPET
HEIGHT W/ ARCH SECTIONS AND
ELEVATIONS
TRUSSES PERPENDICULAR
8" CMU WALL, SEE
MASONRY NOTES FOR
ADDITIONAL INFORMATION
PROVIDE (3) 12d TOENAILS FOR
TRUSS TO TOP PLATE
CONNECTION
2x4 RIBBON WITH (2) 12d
NAILS AT EACH TRUSS
NAIL SHEATHING TO RIBBON
WITH 8d NAILS AT 6" O.C.
SIMPSON H2.5T AT EACH
TRUSS BEARING POINT
TRUSSES PARALLEL
8" CMU WALL, SEE
MASONRY NOTES FOR
ADDITIONAL INFORMATION
NAIL SHEATHING TO TRUSS TOP
CHORD WITH 8d NAILS AT 6" O.C.
CONTINUOUS 7/16" DRAFT
STOPPING NAILED TO TRUSS
VERTICALS AND TOP/BOTTOM
CHORD WITH 8d NAILS SPACED
AT 6" O.C. ALONG ALL EDGES
2x4 RIBBON WITH (2) 12d
NAILS AT EACH TRUSS
NAIL SHEATHING TO RIBBON
WITH 8d NAILS AT 6" O.C.
SIMPSON H2.5T AT EACH TRUSS
BEARING POINT
SIMPSON A35 CLIP
AT 24" O.C. MAX.
CONTINUOUS 7/16" DRAFT
STOPPING NAILED TO TRUSS
VERTICAL AND TOP/BOTTOM
RIBBON WITH 8d NAILS SPACED
AT 6" O.C. ALONG ALL EDGES
ATTACH 2x4 RIBBON TO NAILER
WITH 12d NAILS AT 6" O.C.
2x4 RIBBON WITH (2) 12d
NAILS AT EACH TRUSS
NAIL SHEATHING TO RIBBON
WITH 8d NAILS AT 6" O.C.
SIMPSON H2.5T AT EACH TRUSS
BEARING POINT
CONTINUOUS 2x4 NAILER
ATTACHED TO TOP PLATE
WITH 12d NAILS AT 6" O.C.
CONTINUOUS 7/16" DRAFT
STOPPING NAILED TO TRUSS
VERTICAL AND TOP/BOTTOM
RIBBON WITH 8d NAILS SPACED
AT 6" O.C. ALONG ALL EDGES
ATTACH 2x4 RIBBON TO NAILER
WITH 12d NAILS AT 6" O.C.
NAIL SHEATHING TO TRUSS
WITH 8d NAILS AT 6" O.C.
SIMPSON A35 CLIP AT
24" O.C. MAX
CONTINUOUS 7/16" DRAFT
STOPPING NAILED TO TRUSS
VERTICALS AND TOP/BOTTOM
CHORD WITH 8d NAILS SPACED
AT 6" O.C. ALONG ALL EDGES
TRUSSES PARALLEL
NAIL SHEATHING TO TRUSS
WITH 8d NAILS AT 6" O.C.
TOE NAIL TRUSS TO TOP
PLATES WITH 12d NAILS
SPACED AT 6" O.C.
HEADER, PER PLAN
TRUSSES PERPENDICULAR
2X4 BLOCKING BETWEEN EACH
TRUSS AT SHEATHING EDGES
2x4 BLOCKING BETWEEN
TRUSSES AT ALL WALL
SHEATHING PANEL EDGES
2x6 DOUBLE TOP PLATE, SPLICE
4'-0" MIN.
SIMPSON H2.5T AT EACH
TRUSS BEARING POINT
PARAPET TO BE A CONTINUATION
OF TRUSS END VERTICAL
MEMBER. PROVIDE 45 DEGREE
KICKERS AS NEEDED
PLACE BEAM ATOP WALL PLATES
AS NEEDED FOR DEPTH
REQUIREMENTS. PROVIDE MID-
CHORD BEARING ROOF TRUSS
NOTE: COORDINATE PARAPET
HEIGHT W/ ARCH SECTIONS AND
ELEVATIONS
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
11/28/2022 2:10:40 PM D:\724 Consulting Dropbox\724 Consulting Team Folder\PROJECTS\DDS-025-22 Mill Creek Foundry\%Structural%\DDS-025-22_Foundry_R22.rvtS05.21
MG,GK,MS MJS
DDS-025-22
ROOF
FRAMING
DETAILS
SCHEMATIC DESIGN PACKAGE
11/04/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALFOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NC3/4" = 1'-0"1 ROOF EXTERIOR WALL - TRUSSES PERPENDICULAR
3/4" = 1'-0"3 ROOF UNIT SEPARATION WALL - BOTH SIDES BEARING
3/4" = 1'-0"4 ROOF UNIT SEPARATION WALL - ONE SIDE BEARING
3/4" = 1'-0"5 ROOF UNIT SEPARATION WALL - TRUSSES PARALLEL
3/4" = 1'-0"9 ROOF ELEVATOR SHAFT - 2X FRAMING PARALLEL
3/4" = 1'-0"8 ROOF ELEVATOR SHAFT - 2X FRAMING PERPENDICULAR
3/4" = 1'-0"14 ROOF MECHANICAL WALL (AS NEEDED FOR PIPING)
3/4" = 1'-0"16 ROOF EXTERIOR WALL - CMU BEARING
3/4" = 1'-0"17 ROOF CMU BEARING WALL - PERPENDICULAR
3/4" = 1'-0"18 ROOF CMU BEARING WALL - PARALLEL
3/4" = 1'-0"2 ROOF EXTERIOR WALL - TRUSSES PARALLEL
3/4" = 1'-0"6 ROOF CMU SHAFT - TRUSSES PERPENDICULAR
3/4" = 1'-0"7 ROOF CMU SHAFT - TRUSSES PARALLEL
3/4" = 1'-0"10 ROOF CORRIDOR BEARING WALL - SHARED BEARING
3/4" = 1'-0"11 ROOF CORRIDOR BEARING WALL - ONE SIDE BEARING
3/4" = 1'-0"12 ROOF FIREWALL AT UNIT SEPARATION
3/4" = 1'-0"13 ROOF FIREWALL AT CORRIDOR
3/4" = 1'-0"15 ROOF EXTERIOR WALL - TRUSSES PERPENDICULAR
DATE DESCRIPTION REV
PUMP SCHEDULE
FIRE PROTECTION LEGEND
F
T F
SCALE:1 NTS
SCALE: N.T.S.4
TEST AND DRAIN VALVE
VIKING MODEL A-1,
AGF MODEL 1000,
OR APPROVED EQUAL7'-0"
MAX SIGHT GLASS
STANDPIPE OR
SPRINKLER RISER
MINIMUM 2" SPRINKLER TEST/DRAIN
TO FLOOR SPRINKLER SYSTEM
BY SPRINKLER CONTRACTOR
FT
NOTES:
1. COORDINATE WATER FLOW AND VALVE SUPERVISORY SWITCH CONNECTIONS WITH FIRE ALARM CONTRACTOR.
2. INSTALL TEST AND DRAIN ASSEMBLY IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS.
3. SEE FLOOR PLANS FOR LOCATION OF STANDPIPE/SPRINKLER RISER.
FLOOR SPRINKLER CONTROL VALVE
FDV
2 1/2" FIRE
DEPARTMENT VALVE
MAIN LANDING (SEE PLANS)
MAIN LANDING
FT
FLOW AND TAMPER SWITCH FOR
EACH FIRE/SPRINKLER RISER
PRESSURE REDUCING VALVE, REFER TO FIRE
PROTECTION NOTES FOR ADDITIONAL INFORMATION. (TYP.)
PRV
PRV
4. FDC WILL HAVE ONE 2.5" HOSE CONNECTION PER 250 GPM OF STANDPIPE DEMAND.
SCALE:2 NTS
MAIN DRAIN
FIN. FL.
ALARM BELL
ELECTRIC
TO SPRINKLER SYSTEM
FLOW SWITCH
1" FLOW TEST LINE
TEST CONNECTION
SPARE
CABINET
SPRINKLER
NFPA-13
PER
MAIN DRAIN VALVE
SUPPLY WATER
GAUGE AND VALVE
RISER
CHECK VALVE
GAUGE AND VALVE
SYSTEM WATER
SCALE:
BUTTERFLY VALVE
WITH TAMPER SWITCH
TAMPER SWITCH
CHECK
VALVE
TEST DRAIN VALVE
MAINTENANCE DEVICE
AIR PRESSURE
ACCELERATOR
ALARM VALVE
VALVE WITHINDICATOR
DRAIN CUP
VALVE
ALARM TEST
DRY PIPE
AIR COMPRESSOR
RISER MOUNTED
SUBJECT TO FREEZING
TO SERVE ALL SPACES
THRUST BLOCK
NOTE: ALL SYSTEM GAUGES AND VALVES
MUST BE ACCESSIBLE FOR INSPECTION
AND MAINTENANCE.
THREADED ROD
JOINT RESTRAINT
WALL MOUNTED FDC, SEE
DRAWINGS FOR LOCATION
3 NTS
WATTS LF880V OS&Y
BACKFLOW PREVENTER
BY PASS
BY PASS
10" DRAIN
10" DRAIN
8" REDUCED PRINCIPLE BACKFLOW PREVENTION
ASSEMBLY INSTALLED PER CLTWATER
REQUIREMENTS. LOCATION TO INCLUDE
DRAINAGE FOR DISCHARGE WATER PER
CLTWATER REQUIREMENTS.
FIRE PUMP
LICENSED IN THE STATE OF NORTH CAROLINA OR EQUIVALENT FIRE SPRINKLER
SYMBOL SERVICE/LOCATION TYPE
FLOW
(GPM)
HEAD
(PSI)RPM HP NOTES
FP-1 FIRE/
PUMP ROOM HORIZONTAL
SPLIT CASE 1000 --- 3550 --- 1,3,4
JP-1 FIRE/
PUMP ROOM CENTRIFUGAL 10 90 --- -2,4
NOTES:
1. BASIS OF DESIGN: -
CONTROL PANEL: REDUCED VOLTAGE, ELECTRONIC, SOFT START (25% OF FULL VOLTAGE AT STARTING)
2. BASIS OF DESIGN: GOULDS MODEL 3SV WITH FIRETROL FTA 550 JOCKEY PUMP CONTROL PANEL.
3. FIRE PUMP SHALL COMPLY WITH NFPA 20 AND SHALL MEET 150% MAXIMUM CAPACITY PERFORMANCE.
4. ALL THREE-PHASE PUMP MOTORS 1 HP OR LARGER SHALL MEET OR EXCEED EFFICIENCY STANDARDS FOR
NEMA PREMIUM MOTORS.
FLOW TEST DATA SCHEDULE
LOCATION OF TEST HYDRANT
DATE OF TEST
TIME OF DAY OF TEST
STATIC PRESSURE
RESIDUAL PRESSURE
FLOW (GPM)
UPON AWARD OF THE CONTRACT, THE FIRE PROTECTION CONTRACTOR
SHALL PERFORM A FLOW TEST ON THE TWO HYDRANTS NEAREST THE
SITE AND FORWARD THE TEST DATA TO THE ENGINEER AND
ARCHITECT. THE FOLLOWING WATER PRESSURE/FLOW DATA WAS
OBTAINED FROM:
CHARLOTTE FIRE DEPARTMENT
48 HOUR HIGH PRESSURE
48 HOUR LOW PRESSURE
48 HOUR AVERAGE PRESSURE
HYDRANT NUMBER
TYPE/OWNER
PRESSURE CALCULATIONS:
FIRE PUMP PRESSURE
---- PSI X CHURN PRESSURE 1.4 = --- PSI
---- PSI + (48 HOUR HIGH) 60 PSI = ---- PSI
BASED ON CURRENT PRESSURE FLOW FROM THE FIRE PUMP, PRV WILL BE REQUIRED AT
EACH LEVEL. FIRE SPRINKLER CONTRACTOR TO CONFIRM CALCULATION REQUIREMENTS.
BUILDING CALCULATIONS
BUILDING =
--- PSI - ----- PSI LOSS = ----- PSI AT THE TOP LEVEL OF THE STAND PIPE.
PSI
PSI
GPM
---
---
---
-------
-----
----
PSI
PSI
---
---
PSI---
----
PUBLIC
BPA-2
FIRE PROTECTION SYSTEM
MATERIALS
14.
13.
8.
12.
11.
10.
7.
5.
4.
2.
1.
3.
6.
9.
15.
ALL FIRE PROTECTION DRAWINGS SUBMITTALS SHALL BE AT 1/8" SCALE AS A MINIMUM.
SUBMITTALS OF MULTIPLE PRINTS WILL BE RETURNED WITHOUT REVIEW.
ALL SPRINKLER PIPING SHALL BE ROUTED TO MAINTAIN DESIGNED CEILING HEIGHTS
INDICATED ON ARCHITECTURAL DRAWINGS.
ALL PIPING ABOVE GRADE SHALL BE SUPPORTED BY THE BUILDING STRUCTURE AND
SHALL NOT REST ON CEILING TILES OR CEILING STRUCTURE. PIPING HUNG FROM
JOISTS SHALL BE HUNG FROM THE TOP CHORDS OF THE JOISTS.
ALL FIRE PROTECTION EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A
PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE.
SPRINKLER HEADS INSTALLED IN LAY IN ACOUSTICAL TILE CEILINGS SHALL BE
CENTERED IN THE CEILING TILES OR INSTALLED ON QUARTER POINTS OF THE
FOUR FOOT DIMENSIONS OF 2'X4' TILES
ALL PIPE, SUPPORTS AND HANGER ASSEMBLIES SHALL BE IN ACCORDANCE WITH
NFPA-13 AND SHALL BE U.L. LISTED OR F.M. APPROVED.
ALL INTERIOR SPRINKLER PIPING SHALL MEET THE REQUIREMENTS OF APPLICABLE
SECTIONS OF NFPA, AND THE OWNER'S UNDERWRITER. ALL PIPE, FITTINGS,
VALVES, AND SPRINKLER SYSTEM COMPONENTS SHALL BE RATED FOR WORKING
PRESSURES AS REQUIRED BY SYSTEM DESIGN.
D. ALTERNATE ACCEPTABLE MANUFACTURERS WITH EQUIVALENT SPRINKLERS
ARE TYCO, AND RELIABLE.
C. FAST RESPONSE UPRIGHT PENDENT SPRINKLERS SHALL BE PROVIDED IN
ALL AREAS WITH NO CEILING. TEMPERATURE RATING IS TO BE 165°
UNLESS CONDITIONS REQUIRE HIGHER TEMPERATURE. FINISH OF
SPRINKLER TO BE ROUGH BRASS. SPRINKLER TO BE VIKING MICROFAST
MODEL M.
B. RESIDENTIAL SEMI-RECESSED SPRINKLERS SHALL BE USED IN RESIDENTIAL
UNITS.
A. SMALL FRAME GLASS ELEMENT, SEMI-RECESSED, FAST RESPONSE PENDENT
SPRINKLERS SHALL BE PROVIDED IN ALL REMAINING AREAS WITH LAY-IN OR HARD
CEILINGS UNLESS OTHERWISE NOTED.
AUTOMATIC SPRINKLERS SHALL BE PROVIDED AS FOLLOWS:
B. LIGHTWALL, 150 PSI, BUTTWELD FITTINGS, ANSI B16.9.
A. GROOVED MECHANICAL COUPLINGS AND FITTINGS WITH EPDM GASKET,
MALLEABLE IRON OR DUCTILE IRON, 800 PSI MINIMUM RATING ASTM A47, AND
A536, U.L. LISTED, F.M. APPROVED.
LIGHTWALL WELDED OR SEAMLESS STEEL PIPE, ASTM A53, AND A135.
C. CPVC PIPING IS NOT TO BE INSTALLED IN AREAS OF EXPOSED CONSTRUCTION.
PROVIDE STEEL PIPE AND FITTINGS IN ALL AREAS WHERE PIPING IS EXPOSED.
B. SCHEDULE 80 CHLORINATED POLYVINYL CHLORIDE (CPVC), THREADED,
ASTM F437, UL LISTED, PLENUM RATED.
A. SCHEDULE 80 CHLORINATED POLYVINYL CHLORIDE (CPVC),
SOLVENT WELDED SOCKET, ASTM F439, UL LISTED, PLENUM
CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE, ASTM D1784 AND F442, UL LISTED,
PLENUM RATED
B. CLASS 150, AND 300 MALLEABLE IRON THREADED FITTINGS, ANSI B16.3.
C. GROOVED MECHANICAL COUPLINGS AND FITTINGS WITH EPDM GASKET,
MALLEABLE IRON OR DUCTILE IRON, 800 PSI MINIMUM RATING ASTM A47 AND
A536, U.L. LISTED, F.M. APPROVED.
A. CLASS 125, AND 250 CAST IRON THREADED FITTINGS, ANSI B16.4.
SCHEDULE 40 WELDED OR SEAMLESS STEEL PIPE, ASTM A53, AND A135.
FIRE PROTECTION SHOP DRAWINGS SHALL INCLUDE ALL DATA REQUIRED BY NFPA 13
SHOP DRAWING PLANS SHALL INDICATE ALL LIGHTS, GRILLES, SOFFITS, ALARMS,
SPEAKERS AND OTHER CEILING COMPONENTS, AS WELL AS HYDRAULIC NODE
POINTS, TO INSURE COORDINATION. THE CONTRACTOR SHALL SUBMIT SHOP
DRAWINGS TO AND SECURE APPROVAL OF THE OWNER'S UNDERWRITER, LOCAL
AUTHORITY AND OR STATE AUTHORITIES PRIOR TO SUBMISSION TO THE ENGINEER.
THE CONTRACTOR SHALL NOT COMMENCE WORK, PURCHASE, OR PROVIDE ANY
MATERIALS TO THE JOB SITE WITHOUT OBTAINING SHOP DRAWING APPROVAL FROM
THE ABOVE AND THE ENGINEER. SHOP DRAWINGS SHALL INCLUDE COPIES OF ALL
HYDRAULIC CALCS PROVIDING DESIGN DENSITIES, WHERE APPLICABLE.
ALL DESIGN DRAWINGS AND CALCULATIONS PREPARED BY THE FIRE PROTECTION
SUBCONTRACTOR SHALL BEAR THE SEAL OF A REGISTERED PROFESSIONAL ENGINEER
CONTRACTOR'S CERTIFICATE SEAL.
CONTRACTOR TO ENSURE ALL FUSEABLE LINKS, FIRE SPRINKLER HEADS, OR
OTHER ITEMS PROHIBITED FROM RECEIVING PAINT ARE NOT PAINTED AND ARE
NOT COATED WITH RESIDUAL OR MISTING PAINT.
ALL MATERIALS, PIPE, VALVES AND EQUIPMENT FURNISHED UNDER THIS SECTION
SHALL BE NEW AND APPROVED BY NFPA, UNDERWRITER'S LABORATORIES, INC.
(U.L.), FACTORY MUTUAL(F/M) AND AMERICAN WATER WORKS ASSOCIATION (AWWA)
WHERE APPLICABLE.
LIGHT .10 1500 SQ. FT. 225 SQ. FT. 100 GPM
ORDINARY .15 1500 SQ. FT. 130 SQ. FT. 250 GPM
GROUP 1
PUBLIC SPACES,
LOBBIES,CORRIDORS,
OFFICES, RESTAURANTS,
LOUNGES, MEETING ROOMS,
DWELLING UNITS, BALCONIES
MECHANICAL ROOMS,
ELECTRICAL/TELECOM
ROOMS, A/V CLOSETS
ELEVATOR EQUIPMENT
ROOMS,
MAINTENANCE/STORAGE
ROOMS, KITCHEN/FOOD
SERVICE AREAS, LAUNDRY
POOL EQUIPMENT ROOMS
HAZARD
CLASSIFICATIONAREA/USAGE DENSITY
GPM/SQ.FT.
DEVICE
TEMPERATURE
RATING
REMOTE AREA
MAXIMUM
HEAD
SPACING
INTERIOR
HOSE STREAM
165° F
165° F
DESIGN CRITERIA
SPRINKLER, EXTENDED COVERAGE HORIZONTAL SIDEWALL
ABBREVIATIONSYMBOL
SPRINKLER, PENDENT
SPRINKLER SYSTEM PIPING
VALVE SUPERVISORY SWITCH
FIRE STANDPIPE W/2-1/2" FIRE DEPARTMENT HOSE VALVE
FIRE DEPARTMENT HOSE VALVE CABINET
VALVE, CHECK
WATER FLOW SWITCH, VANE TYPE
FIRE DEPARTMENT HOSE VALVE, PLAN/RISER
CV
TSW
SSP
SWE
SP
FDV
FSV
FVC
FSP
FIRE PROTECTION SUPPLY PIPINGF
DESCRIPTION
PG PRESSURE GAUGE
SPRINKLER, PENDENT ON DROPSSPD
SPRINKLER, HORIZONTAL SIDEWALLSW
SPRINKLER, UPRIGHT ON 1" SPRIG-UP
SPRINKLER, UPRIGHT
SSUS
SSU
WATER FLOW SWITCH, PRESSURE TYPEFSP
BFV VALVE, BUTTERFLY, PLAN/VERTICAL
OSY VALVE, OS&Y GATE, IN-LINE/VERTICAL
VALVE, GENERAL, OS&Y GATE OR BUTTERFLYGV
ACV VALVE/RISER, ALARM CHECK
DPV VALVE/RISER, DRY PIPE SPRINKLER
DLV VALVE/RISER, DELUGE SPRINKLER
PAV VALVE/RISER, PRE-ACTION SPRINKLER
FIRE DEPARTMENT SIAMESE CONNECTION, FREE STANDINGFDCF
FIRE DEPARTMENT SIAMESE CONNECTION, WALL MOUNTEDFDCW
BFP VALVE, DOUBLE CHECK BACKFLOW PREVENTER
WMG WATER MOTOR GONG
PMP PUMP
EB ELECTRIC BELL
THF FIRE PUMP TEST HEADER, FREE STANDING
FLOOR CONTROL VALVE ASSEMBLY, SPRINKLER SYSTEMFCV
DELUGE SPRINKLER SYSTEMDL
DRY PIPE SPRINKLER SYSTEMDP
PA PRE-ACTION SPRINKLER SYSTEM
THW FIRE PUMP TEST HEADER, WALL MOUNTED
FIRE DEPARTMENT SIAMESE CONNECTION, RECESS MOUNTEDFDCR
SPRINKLER, EARLY SUPPRESSION FAST RESPONSEESFR
PIPE UP, TEE DOWN, ELBOW DOWN
WP WET PIPE SPRINKLER SYSTEM
VALVE, ANGLED, PLAN/RISERAV
T
F
AIR PRESSURE SWITCH, HIGH AND LOW ALARMASPA
SPRINKLER, PENDENT, CONCEALEDSSPC
THR FIRE PUMP TEST HEADER, RECESS MOUNTED
SP
POC POINT OF CONNECTION TO EXISTING
DRY CONTACT FOR FIRPUMP OR OTHER CONTROLLERDCD
DP
DL
PA
WP
ESFR EARLY SUPPRESSION, FAST RESPONSE
F
FIRE PROTECTION CONTRACTOR SHALL CONFIRM WITH ELECTRICAL CONTRACTOR THE
REQUIRED SCCR RATINGS FOR ALL EQUIPMENT. NO EQUIPMENT SHALL BE ORDERED
PRIOR TO CONFIRMATION OF SCCR VALUES.
16.
.15 1950 SQ. FT. 130 SQ. FT. 250 GPM
DRY PIPE SYSTEMS:
PARKING GARAGES,
NON-HEATED ATTIC SPACES,
CEILING SPACES, PORTE
COCHERE AND OTHER
SPACES CONTAINING
SPRINKLER PIPING THAT DO
NOT HAVE ALTERNATE
PROVISIONS TO GUARANTEE
A 40 DEGREE F. TEMPERATURE
165° F ORDINARY
GROUP 1
ORDINARY .20 1500 SQ. FT. 130 SQ. FT. 250 GPM
GROUP 2
BALLROOMS, EXTERIOR
LOADING DOCKS (SEE NFPA
13-A5.3.2)
165° F
FIRE PROTECTION
DESCRIPTION OF WORK
1. PROVIDE SPRINKLER COVERAGE FOR ENTIRE BUILDING IN ACCORDANCE WITH NFPA 13,
2013 EDITION.
2. PROVIDE AUTOMATIC STANDPIPES IN EXIT STAIRS PER NFPA 14, 2013 EDITION.
3. IN PUBLIC AREAS WITH CEILING, PROVIDE CONCEALED HEADS WITH COVER TO MATCH
ADJACENT FINISH.
4. PROVIDE SEMI-RECESSED HEADS IN UNITS.
5. PROVIDE FLOOR CONTROL VALVES ON EACH LEVEL FOR WET SYSTEM. PROVIDE
SEPARATE FLOOR CONTROL VALVE FOR EACH AREA SEPARATED FROM ANOTHER AREA
BY FIREWALL.
6. PROVIDE DRY PIPE SYSTEM FOR PARKING GARAGE AND ALL OTHER UNHEATED AREAS
IN RISER ROOM.
FIRE SERVICE DETAIL W/ FLOOR CONTROL ASSEMBLY
DRY PIPE VALVE ASSEMBLY RISER DETAIL
GASKET MATERIAL AND
CONCRETE THRUST
RTV CAULKING.
SEAL WITH DOW#780
#4 DEF. BARS
CONT. & VERT.
8" O.C.
2'-0"
3'-0"
CAULK WITH NEOPRENE
SCHEDULE 40 GALV. SLEEVE
FLANGED FITTING
FIN. FLOOR
8"
INTERIOR PIPING
AS SPECIFIED
12" MIN.
FITTING
FLANGED
UNDERGROUND
SPECIFIED.
PIPING AS
MIN
EXTERIOR WALL
PIPING UNDER BUILDING
AS SHOWN ON DRAWINGS
BUILDING TO BE ROUTED
AND TO A POINT OUTSIDE
FINISHED GRADE
12"
ADAPTER AS
REQUIRED
SPRINKLER SYSTEM ENTRY DETAIL
RPZ (REDUCED
PRESSURE ZONE
ASSEMBLY)
VERTICAL 8" 1-5
SYMBOL
FIRE PROTECTION BACKFLOW
PREVENTER SCHEDULE
MODEL TYPE SERVICE SIZE NOTES
FIRE
SPRINKLER
SUPPLY
FEBCO
LF880V
OS&Y
FIRE SERVICE ENTRANCE DETAIL (W/ BPA-2)
NOTES:
1. ASSEMBLY SHALL BE INSTALLED PER ALL PERTINENT STATE, NFPA AND LOCAL
JURSIDICTION REQUIREMENTS.
2. PROVIDE AIR GAP AND PIPE DISCHARGE INDIRECTLY TO FLOOR DRAIN, HUB
DRAIN, OR THROUGH EXTERIOR WALL TO ATMOSPHERE.
3. THERE SHALL BE NO TAPS, PIPING BRANCHES, UN-APPROVED BYPASS PIPING,
HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR OTHER WATER USING
APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER
METER AND CHARLOTTE WATER REQUIRED BACKFLOW PREVENTER.
4. EACH CHARLOTTE WATER REQUIRED BACKFLOW PREVENTER IS REQUIRED TO
BE TESTED BY A CHARLOTTE WATER APPROVED CERTIFIED TESTER PRIOR TO
PLACING THE WATER SYSTEM IN SERVICE.
5. INSTALLATION INSIDE BUILDING: CLEARANCES SHALL BE 30" FROM WALL OR ANY
OBSTRUCTION ON THE SIDE UTILIZED FOR TESTING AND 12" FROM OTHER SIDE.
FIRE PROTECTION NOTES
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
1.
SPRINKLER DESIGN CRITERIA SHALL BE PER NFPA 13.15.
HOSE CONNECTIONS SHALL BE LOCATED WITHIN 5'-0" OF STAIRWELL DOOR.16.
FIELD ADJUSTABLE PRESSURE REDUCING VALVE FOR HOSE CONNECTION IN STAIRWELL
SHALL BE REQUIRED AT ALL LEVELS.
17.
PROVIDE PRESSURE REDUCING VALVE AT EACH FLOOR LEVEL WHERE THE TOTAL
ADDED PRESSURES OF THE 48 HOUR HIGH PRESSURE TEST, CHURN PRESSURE OF THE
PUMP AND THE OPERATING PRESSURE OF THE PUMP EXCEED 175 PSI.
18.
SPRINKLER HEADS LOCATED IN COOLERS AND FREEZERS SHALL BE QUICK RESPONSE,
SEMI-RECESSED CHROME PLATED DRY PENDENT SPRINKLERS WITH SPRINKLER
GUARDS. BARREL LENGTH SHALL BE MINIMUM 12" FROM THE BASE OF THE TEE TO THE
TOP OF THE FREEZER. SPRINKLER AND ESCUTCHEON SHALL BE POLISHED CHROME
FINISH. SPRINKLER SHALL BE VIKING MODEL M OR EQUAL.
19.
ALL SPRINKLERS IN SPACES VISIBLE TO PUBLIC VIEW SHALL BE LOCATED
SYMMETRICALLY IN RELATION TO CEILING DESIGN ELEMENTS, LIGHTING FIXTURES,
SPEAKERS, DIFFUSERS, ETC. ALL CEILING COMPONENTS ARE TO BE INDICATED ON THE
SUBMITTAL DRAWINGS AS PIPING TO SPRINKLERS IN THESE AREAS IS TO BE PROVIDED
WITH RETURN BENDS IF REQUIRED TO ALLOW FOR EXACT PLACEMENT.
SPRINKLER HEADS INSTALLED IN LAY IN ACOUSTICAL TILE CEILINGS SHALL BE
CENTERED IN THE CEILING TILES OR INSTALLED ON QUARTER POINTS OF THE FOUR
FOOT DIMENSIONS OF 2'X4' TILES.
ALL FIRE PROTECTION WORK SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF NFPA
STANDARDS AND SHALL MEET THE APPROVAL OF THE OWNERS INSURANCE
UNDERWRITER, AND LOCAL AUTHORITIES HAVING JURISDICTION.
SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR
TO ORDERING, PURCHASING, OR FABRICATION ANY FIRE PROTECTION EQUIPMENT.
SHOP DRAWINS SHALL INCLUDE: SPRINKLER DRAWINGS AND CALCS BEARING THE SEAL
OF A REGISTERED PROFESSIONAL ENGINEER OR EQUIVALENT CONTRACTORS FIRE
SPRINKLER CERTIFICATE SEAL AND APPROVAL STAMP OF LOCAL CODE AUTHORITY;
SPRINKLER PIPING; SPRINKLER HEADS; HOSE RACKS, HYDRANTS AND VALVES; PUMPS,
CONTROLLERS AND ACCESSORIES; TANKS AND ACCESSORIES. SHOP DRAWINGS SHALL
BE SUBMITTED TO AND APPROVED BY THE OWNERS INSURANCE UNDERWRITER PRIOR
TO BEING SUBMITTED TO THE ARCHITECT.
CONTRACTOR SHALL COORDINATE THE ELECTRICAL CHARACTERISTICS AND
REQUIREMENTS OF ALL FIRE PROTECTION EQUIPMENT WITH ELECTRICAL
DRAWINGS AND SHALL FURNISH EQUIPMENT WIRED FOR THE VOLTAGES SHOWN
THEREIN.
ALL FIRE PROTECTION EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A
PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE.
ALL PIPING ABOVE GRADE SHALL BE SUPPORTED BY THE BUILDING STRUCTURE AND
SHALL NOT REST ON CEILING TILES OR CEILING STRUCTURE. PIPING HUNG FROM JOISTS
SHALL BE HUNG FROM THE TOP CHORDS OF THE JOISTS.
ALL SPRINKLER SYSTEMS SHALL BE DESIGNED TO THE AVAILABLE CITY WATER SUPPLY.
CONTRACTOR SHALL HAVE CURRENT FLOW TEST PERFORMED PRIOR TO DESIGN.
ALL SPRINKLER SYSTEM RISERS SHALL INCLUDE AN ALARM CHECK VALVE, WATER
MOTOR GONG, FLOW SWITCH, ETC.
HYDRAULIC CALCULATIONS SHALL INCLUDE AN ALLOWANCE FOR INSIDE AND OUTSIDE
HOSE STREAMS.
FIRE PROTECTION SUBCONTRACTOR SHALL FURNISH AND INSTALL 2A RATED 10 LB.
FIRE EXTINGUISHERS FOR EVERY 3000 SQ.FT. OF FLOOR AREA. EXTINGUISHERS SHALL
BE LOCATED TO MINIMIZE TRAVEL DISTANCE TO 75 FEET.
ALL MAJOR VALVES SHALL HAVE U.L. LISTED SUPERVISORY SWITCHES COMPATIBLE
WITH THE OWNERS CENTRAL ALARM SYSTEM. WIRING OF THE SWITCHES SHALL BE BY
OTHERS.
GROOVED (VICTAULIC) COUPLINGS SHALL NOT BE USED OVER OR NEAR ELECTRICAL
SWITCHGEAR, PANELS, TRANSFORMERS, ETC.
ALL SPRINKLER PIPING SHALL BE ROUTED TO MAINTAIN MINIMUM CLEAR HEIGHTS
INDICATED ON ARCHITECTURAL DRAWINGS.
SPECIFICATIONS FOR PIPE MATERIALS
REQUIREMENTS
O.S.&Y. GATE
NFPA REQUIREMENTS
VALVE ASSEMBLY PER
RATED DOUBLE CHECK
FULL PIPE SIZE UL/FM
FURNISH AND INSTALL
WATER SUPPLY ENTRANCE,
TAMPER SWITCH
VALVE WITH
PER NFPA AND VALVE
PROVIDE AND INSTALL
MAIN PRESSURE SWITCH
ADAPTORS, DEVICES
ASSEMBLY, COMPLETE
AND ACCESSORIES
WITH NECESSARY
SYSTEM. REFER TO PLANS AND
SPRINKLER AND/OR STANDPIPE
EXTEND TO AUTOMATIC DRY-PIPE
UL/FM RATED
UL/FM RATED DRY
PIPE/CHECK VALVE
AND REQUIRED SIZES
MANUFACTURERS
MAIN DRAIN PIPE, EXTEND
TO EXTERIOR OF BUILDING
OR NEAREST DRAIN
(IF REQUIRED)
MAIN DRAIN VALVE
ALARM TEST VALVE
TAMPER SWITCH
UL/FM RATED
AIR PRESSURE
ACCELERATOR
OR ELECTRIC ALARM BELL
TO WATER MOTOR GONG
MAINTENANCE DEVICE
ACTUATOR
DRY PIPE VALVE NOTES:
MATERIALS, ARRANGEMENT AND INSTALLATION SHALL COMPLY WITH
FEDERAL, STATE, AND LOCAL CODE REQUIREMENTS, INCLUDING NFPA
13, 101, AND OWNER'S INSURANCE UNDERWRITERS GUIDELINES.
REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS INCLUDING
AIR COMPRESSOR AND MATERIALS.
PROVIDE PIPE OR CABINET MOUNTED AIR COMPRESSOR (AS SPECIFIED),
SUITABLE FOR INTENDED SERVICE, COMPLETE WITH HIGH/LOW AIR
PRESSURE MAINTENANCE DEVICE, ALARM SWITCHES AND PRESSURE
MAINTENANCE ALARM PANEL (NUMBER OF DEVICE MONITORS/ZONES AS
REQUIRED).
1.
2.
3.
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 10:19:58 AM D:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-P-r22_RogerE.rvtFP00.00
RAE JMB
2247601
FIRE
PROTECTION -
LEGEND,
SCHEDULES
AND DETAILS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCRAE JMB
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ● Suite 100
Charlotte, NC 28217
p. 704.599.4377 ● f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
FIBERGLASS -1000 4 2
NOTES:
2. DESIGN BASIS: ZURN PROCEPTOR GMC 1000 SERIES OR ENGINEERS
APPROVED EQUAL.
PLAN MARK TYPE NOTES
INTERCEPTOR SCHEDULE
FIBERGLASS -500 6 3
3. DESIGN BASIS: ZURN PROCEPTOR OMC 500 SERIES OR ENGINEERS
APPROVED EQUAL.
PARKING
GARAGE
SI-1
SAND/OIL
INTERCEPTOR
GI-2
GREASE
INTERCEPTOR
FLOW
(GPM)
CAPACITY
(GALLONS)
IN/OUT
(INCHES)
SERVICE/
LOCATION
PARKING
GARAGE
FABRICATED
STEEL 10 3 1
GI-1
GREASE
INTERCEPTOR
TRASH
ROOM 15
1. DESIGN BASIS: ZURN Z1170-400 OR ENGINEERS APPROVED EQUAL.
FLOOR DRAIN
GENERAL PURPOSE
FD-G
FLOOR DRAIN
HEAVY DUTY
FD-M
FLOOR CLEAN OUT
FCO
WALL CLEAN OUT
WCO
YARD CLEAN OUT
YCO
DECK DRAIN
FD-DD
DOWNSPOUT NOZZLE
DSN
NON-FREEZE HOSE BIBB
NFHB
NON-FREEZE ROOF
HYDRANT
NFRH
HOSE BIBB-LOOSE KEY
HB-1
HOSE BIBB-
WHEEL HANDLE
HB-2
MINIMUM ROUGH-IN SIZES
PLAN MARK
WASTE CW HW
DESCRIPTION
VENT
TP TRAP PRIMER
VTR
YCO
WCO
UP
V
---
VENT THRU ROOF
YARD CLEANOUT
WALL CLEANOUT
PIPING TURNING UP
VENT PIPING
UNION
EMERGENCY RAIN LEADER
COMBINATION WASTE & VENT
SOIL, WASTE PIPING (BELOW GROUND)
SOIL, WASTE PIPING (ABOVE GROUND)
HOSE BIBB/NON-FREEZE HOSE BIBB
REDUCED PRESSURE BACKFLOW PREVENTER
PRESSURE REDUCING VALVE
HOT WATER RETURN PIPING
GAS PIPING - MEDIUM PRESSURE
COLD WATER PIPINGCW
HD HUB DRAIN
ST
S
S
PD
ST
S,W
S,W
RPZ
RD/ERD
PRV
STORM DRAINAGE PIPING
ROOF DRAIN / EMERGENCY ROOF DRAIN
---
PD
O/H
HWR
HW
PUMPED DISCHARGE
P-TRAP
OVER HEAD
HOT WATER PIPING
MG
GW
G
ERL
CWV
HB/NFHB
H.C.
GV
MG
GW
G
FS
HANDICAPPED
GATE VALVE
GREASE WASTE PIPING
GAS PIPING - LOW PRESSURE
FLOOR SINK
FD
FCO
ERL
DN
CWV
FLOOR DRAIN
FLOOR CLEANOUT
PIPING TURNING DOWN
CD
SYMBOL
CONDENSATE DRAIN
CV
CD
B/F
B/G
B/C
CHECK VALVE
BELOW COUNTER
BELOW GRADE
BELOW FLOOR
A/P
AFG
AFF
A/F
ABBREVIATION
A/C
AD
ACCESS PANEL
ABOVE FINISHED GRADE
ABOVE FINISHED FLOOR
ABOVE FLOOR
ABOVE CEILING
AREA DRAIN
DESCRIPTION
PLUMBING LEGEND
SA SHOCK ABSORBER
HOT WATER RETURN BALANCING VALVEHWBV
HEAT TRACED PIPINGHT
NOTE: NOT ALL SYMBOLS SHOWN ARE NECESSARILY USED.
DCO DOUBLE (2-WAY) CLEANOUT
DOUBLE CHECK VALVEDCV
BV BALL VALVE
DSN DOWNSPOUT NOZZLE
PLUMBING DRAIN/SPECIALTY SCHEDULE
-- --SEE
PLANS
-- --
-- ----
-- ----
-- ----
-- --
-- ----
3/4" ------
3/4" ------
1/2" ------
1/2" ------
PLUMBING MATERIALS
DOMESTIC HOT AND COLD WATER SYSTEMS MATERIALS:A.
SEE
PLANS
SEE
PLANS
SEE
PLANS
SEE
PLANS
SEE
PLANS
B.
C.
D.
E.
F.
JAY R. SMITH 2005B-L-B6-P050 CAST IRON, 6" SQUARE
NICKEL BRONZE STRAINER AND TRAP PRIMER
CONNECTION. PROVIDE BACKWATER VALVE.
JAY R. SMITH 2142, CAST IRON, 12" DIAMETER WITH
DUCTILE IRON GRATE , SEDIMENT BUCKET AND TRAP
PRIMER CONNECTION. PROVIDE BACKWATER VALVE.
PUBLIC SPACES
MECHANICAL ROOM
JAY R. SMITH 1412-HP, CAST IRON DRAIN WITH 13"
SQUARE HEEL PROOF GRATE, DUCTILE IRON UNDER
GRATE WITH NICKEL BRONZE STRAINER.
--
FLOOR DRAIN
HEAVY DUTY
FD-PD
-- --SEE
PLANS
PARKING DECK
JAY R. SMITH 2142-M, CAST IRON DRAIN WITH 11-1/2"
DUCTILE IRON GRATE AND SEDIMENT BUCKET.
--
TRENCH DRAIN
HEAVY DUTY
FD-TD
-- --SEE
PLANS
PARKING DECK
ZURN Z-874-12, 12" WIDE, 4" OUTLET, DUCTILE IRON
HEEL PROOF GRATE.
--
PLANTER DRAIN
FD-P
-- --SEE
PLANS
JAY R. SMITH 2685, CAST IRON DRAIN WITH BRONZE
STANDPIPE AND DOME. FIELD VERIFY EXACT HEIGHT
REQUIRED.
--
GREEN ROOF PLANTER
DRAIN
GR
-- --
SEE
PLANS
JAY R. SMITH 1017-RBD, CAST IRON BODY WITH
FLASHING CLAMP, PERFORATED STAINLESS STEEL
EXTENSION, GRAVEL STOP AND ROUGH BRONZE
DOME. COORDINATE EXACT REQUIRED EXTENSION
HEIGHT WITH ARCHITECT.
--
GREEN ROOF
EMERGENCY PLANTER
DRAIN
GRE
-- --
SEE
PLANS
JAY R. SMITH 1070-RBD, CAST IRON BODY WITH
FLASHING CLAMP, PVC STANDPIPE, GRAVEL STOP
AND ROUGH BRONZE DOME. COORDINATE EXACT
REQUIRED STANDPIPE HEIGHT WITH ARCHITECT.
--
SEE
PLANS
SEE
PLANS
ROOF DRAIN
PRIMARY - POURED
CONCRETE
CONSTRUCTION
RD
-- --SEE
PLANS
JAY R. SMITH 1010-Y, CAST IRON BODY WITH
COMBINED FLASHING AND GRAVEL STOP, CAST IRON
DOME.
ROOF DRAIN
PRIMARY - STEEL
CONSTRUCTION
RD
-- --SEE
PLANS
JAY R. SMITH 1015-Y-R-C, CAST IRON BODY WITH
COMBINED FLASHING AND GRAVEL STOP, UNDER
DECK CLAMP AND SUMP RECEIVER, ADJUSTABLE
EXTENSION AND CAST IRON DOME.
ROOF DRAIN
SECONDARY
ERD
-- --SEE
PLANS
--
--
--
SEE
PLANS
JAY R. SMITH 1080-Y, CAST IRON BODY WITH
COMBINED FLASHING AND GRAVEL STOP, CAST
IRON DOME, 3" MINIMUM PVC STANDPIPE UNDER
DOME, UNDER DECK CLAMP, SUMP RECEIVER AND
EXTENSION AS REQUIRED.
ZURN ZN-1400 DURO-COATED CAST IRON
CLEANOUT WITH WATERTIGHT COUNTER-SUNK
PLUG AND ADJUSTABLE SCORIATED SECURED TOP.
ZURN ZS-1468 ROUND STAINLESS STEEL WALL
ACCESS COVER WITH SECURING SCREW AND
BRONZE RAISED HEX HEAD PLUG.
ZURN Z-1402 DURO-COATED CAST IRON CLEANOUT
WITH WATERTIGHT COUNTER-SUNK PLUG AND
SCORIATED SECURED TOP WITH FRAME. INSTALL
IN 18" X 18" x 4" THICK CONCRETE PAD.
JAY R. SMITH 1770. WALL MOUNTED CAST
BRONZE BODY AND FLANGE, NICKEL BRONZE
FINISH.
WOODFORD #24P WITH LOOSE TEE KEY AND VACUUM
BREAKER, CHROME PLATED FOR USE IN PUBLIC
AREAS. MOUNT 18" ABOVE FINISH FLOOR.
WOODFORD #24P HOSE BIBB WITH WHEEL HANDLE
AND VACUUM BREAKER, ROUGH BRASS, FOR USE IN
NON-PUBLIC AREAS. MOUNT 18" ABOVE FINISH FLOOR.
PROVIDE KEYED RECESSED BOX TYPE WALL
HYDRANT FOR NON-FREEZING AREAS EQUAL TO
WOODFORD B24 WITH ANTI-SIPHON VACUUM
BREAKER. FOR AREAS SUBJECT TO FREEZING
TEMPERATURES, PROVIDE KEYED RECESSED BOX
TYPE FREEZELESS WALL HYDRANT EQUAL TO
WOODFORD B65 WITH AUTOMATIC DRAINING
ANTI-SIPHON VACUUM BREAKER. MOUNT MINIMUM
18" ABOVE FINISH GRADE. COORDINATE EXACT
MOUTING HEIGHT WITH EXTERIOR FACADE.
WOODFORD SRH-MS 3/4" ROOF MOUNT
PEDESTAL NON-FREEZE HYDRANT COMPLETE
WITH MOUNTING FLANGE AND SHROUD, MALE
HOSE END OUTLET WITH DUAL CHECK
BACKFLOW PREVENTER, SELF-DRAINING
VENTURI.
HUB DRAIN
HD
PROVIDE DEEP SEAL TRAP WITH AUTOMATIC
TRAP PRIMER. PROVIDE INTEGRAL
BACKWATER VALVE.
SEE
PLANS
SEE
PLANS
----
1
S
2
S
SINGLE UNIT BATHROOM
SANITARY STACK 1
CW
1
HW
PRESSURE ZONE SINGLE UNIT
CW RISER STACK
NOTES:
1. REFER TO RISER DIAGRAMS.
2. REFER TO FLOOR PLANS FOR STACK/RISER LOCATIONS
PRESSURE ZONE SINGLE UNIT
HW RISER STACK
3
S
RISER & STACK DESIGNATION SCHEDULE
SINGLE UNIT KITCHEN SINK
WASTE STACK
SINGLE UNIT WASHER BOX
WASTE STACK
4
S SINGLE UNIT CONDENSATE
COLLECTION STACK. CONNECT
TO SANITARY SYSTEM.
1
S5
REFERENCE SYSTEM REFERENCE STORIES
REFERENCE RISER TYPES
PLUMBING NOTES
5. SANITARY AND DRAINAGE PIPING 2" AND SMALLER SHALL BE SLOPED AT 1/4" PER FOOT MINIMUM, PIPING 3"
AND LARGER SHALL BE SLOPED AT 1/8" PER FOOT MINIMUM. SANITARY PIPING 8" IN SIZE AND LARGER MAY BE
SLOPED AT 1/16" FALL PER FOOT IF ALLOWED BY LOCAL AUTHORITY HAVING JURISDICTION (AHJ)
1. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND ELEVATIONS OF ALL PLUMBING FIXTURES.
2. ALL PLUMBING WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE 2018 NC PLUMBING CODE WITH ALL
APPLICABLE LOCAL AMENDMENTS, CODES AND ORDINANCES.
3. ALL PIPING ABOVE GRADE SHALL BE PROPERLY SUPPORTED FR0M THE BUILDING STRUCTURE AND
SHALL NOT REST ON CEILING TILES OR BE SUPPORTED FROM CEILING TILES.
4. WATER PIPING ROUTED ABOVE CEILING AND IN EXTERIOR WALLS SHALL BE ROUTED ON HEATED SIDE
(UNDERSIDE) OF CEILING INSULATION AND HEATED SIDE (INSIDE) OF WALL INSULATION.
6. ALL HORIZONTAL DRAINS SHALL BE PROVIDED WITH CLEANOUTS LOCATED NOT MORE THAN 100 FEET APART.
7. CLEANOUTS SHALL BE PROVIDED AT THE BASE OF ALL VERTICAL DRAIN STACKS.
8. TOPS OF ALL FLOOR DRAINS AND CLEANOUTS SHALL BE SET FLUSH WITH FINISHED FLOOR.
9. TRAP PRIMERS ARE TO BE PROVIDED ON ALL FLOOR DRAINS AND HUB DRAINS. TP-L, LAVATORY WASTE TRAP
PRIMERS ARE TO BE PROVIDED ON DRAINS IN PUBLIC RESTROOMS, GUEST ROOMS, AND OTHER AREAS WITH
DRAINS ADJACENT TO LAVATORIES. TP-A AUTOMATIC TRAP PRIMERS ARE TO BE PROVIDED IN ALL OTHER
REQUIRED LOCATIONS. TRAP GUARDS WILL BE ALLOWED WHERE ALLOWABLE BY THE AHJ IN LIEU OF TRAP
PRIMERS.
10. PLUMBING AND FIRE PROTECTION PIPING ARE NOT TO BE INSTALLED IN ELECTRICAL ROOMS, CLOSETS,
TELEPHONE ROOMS, OR ELEVATOR EQUIPMENT ROOMS EXCEPT PIPING SERVING THAT SPECIFIC ROOM.
11. LOCATE ALL SECTIONAL OR MAIN CONTROL VALVES WITHIN 1'-0" FROM ACCESS PANELS, CEILING TILES, OR
OTHER POINT OF ACCESS.
12. ALL COLD WATER, HOT WATER AND DRAIN PIPING AT HANDICAPPED FIXTURES SHALL BE INSULATED WITH
HANDI-LAV GUARD MODELS 102 AND 105 INSULATION KITS.
13. PROVIDE SHOCK ABSORBERS SIZED PER PDI SPECIFICATIONS ON ALL DOMESTIC WATER LINES SERVING
FLUSH VALVE FIXTURES, WASHING MACHINES SUPPLIES, PRV STATIONS AND OTHER INSTALLATIONS WITH
QUICK CLOSING VALVES.
14. PROVIDE A BASE CLEANOUT AT THE LOWEST LEVEL OF ALL SANITARY AND WASTE STACKS. BASE CLEANOUTS
ON SOVENT STACKS SHALL BE LOCATED CONCEALED BEHIND THE WATER CLOSET TANK.
15. ALL SHOWER HEAD ARMS AND VALVES SHALL BE PROVIDED WITH ADDITIONAL BLOCKING AS REQUIRED AND
RIGIDLY SECURED TO ADJACENT STRUCTURE.
16. ALL SHOWER HEADS SHALL BE INSTALLED WITH THE CENTER POINT OF THE SHOWER HEAD FACE LOCATED
PER THE ARCHITECTURAL DRAWINGS.
17. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTERS AT ALL DOMESTIC WATER CONNECTIONS TO
MECHANICAL EQUIPMENT, POOL AND IRRIGATION CONNECTIONS, AND VENDING EQUIPMENT CONNECTIONS AS
REQUIRED BY LOCAL CODE AND AUTHORITIES. BACKFLOW PREVENTERS ARE TO BE LOCATED WITH A MINIMUM
OF 1'-0" CLEARANCE AT THE LOWEST POINT AND AT NO MORE THAN 5'-0" ABOVE FLOOR AT THE HIGHEST POINT
OF THE DEVICE.
18. PROVIDE MANUFACTURED EXPANSION DEVICE OR FABRICATED EXPANSION LOOP ON ALL PIPING SYSTEMS
CROSSING BUILDING EXPANSION JOINTS.
19. CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL PLUMBING
EQUIPMENT WITH THE ELECTRICAL DRAWINGS AND THE ELECTRICAL CONTRACTOR, AND SHALL FURNISH
EQUIPMENT WIRED FOR THE VOLTAGES SHOWN THEREIN.
20. ALL PLUMBING EQUIPMENT, PIPING, INSULATION, ETC. INSTALLED IN HVAC PLENUM SPACES SHALL MEET
CODE REQUIREMENTS FOR SMOKE AND COMBUSTIBILITY.
21. ALL PLUMBING EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A MINIMUM PERIOD OF ONE YEAR
AFTER FINAL ACCEPTANCE.
22. ALL PIPE PENETRATIONS OF FIRE AND/OR SMOKE RATED ASSEMBLIES SHALL BE FIRE STOPPED AS REQUIRED
TO RESTORE ASSEMBLY TO ORIGINAL INTEGRITY. FIRE BARRIER PRODUCTS SHALL BE AS MANUFACTURED BY
3M COMPANY, CP25 CAULK, CS195 COMPOSITE PANEL, FS195 WRAP/SRINK, TREMCO, HILTI, METACAULK,
NELSON, OR PSS 7900 SERIES SYSTEMS AS RECOMMENDED BY MANUFACTURER FOR PARTICULAR
APPLICATIONS, OR EQUIVALENT SYSTEM AS APPROVED BY LOCAL CODE OFFICIALS. ALSO, REFER TO DIVISION 7
- THERMAL AND MOISTURE PROTECTION.
23. PROVIDE AN INLINE FILTER ON THE DOMESTIC WATER SUPPLY TO ALL ICE MACHINES, FILTRINE MODEL
TMP1-07 OR ENGINEER APPROVED EQUAL.
24. ALL VENT THRU ROOF PENETRATIONS SHALL BE ROUTED TO TERMINATE AT THE LEAST VISIBLE LOCATION
FROM THE ENTRY VIEW.
25. PLUMBING CONTRACTOR SHALL CONFIRM WITH ELECTRICAL CONTRACTOR THE REQUIRED SCCR RATINGS FOR
ALL EQUIPMENT. NO EQUIPMENT SHALL BE ORDERED PRIOR TO CONFIRMATION OF SCCR VALUES.
26. A BACKWATER VALVE SHALL BE PROVIDED AT ALL HUB DRAINS AND FLOOR DRAINS CONNECTING TO THE
STORMWATER DRAINAGE SYSTEM. COORDINATE REQUIREMENTS WITH ARCHITECT AND ALL PERTINENT
TRADES PRIOR TO INSTALLATION.
G.
27. MATERIALS FOR STORM AND DWV PIPING, FITTINGS AND APPURTENANCES IN BUILDINGS IN WHICH THE TOP
OCCUPIED FLOOR EXCEEDS 75 FEET IN HEIGHT SHALL BE IN ACCORDANCE WITH SECTIONS 702.1 AND 702.4 OF
THE 2018 NORTH CAROLINA PLUMBING CODE.
28. WHERE WATER PRESSURE WITHIN A BUILDING EXCEEDS 80 PSI STATIC, AN APPROVED WATER PRESSURE
REDUCING VALVE CONFORMING TO ASSE 1003 OR CSA B356 WITH STRAINER SHALL BE INSTALLED TO REDUCE
THE PRESSURE IN THE BUILDING WATER DISTRIBUTION PIPING TO NOT GREATER THAN 80 PSI STATIC.
EXCEPTION: SERVICE LINES TO SILL COCKS AND OUTSIDE HYDRANTS, AND MAIN SUPPLY RISERS WHERE
PRESSURE FROM THE MAINS IS REDUCED TO 80 PSI OR LESS AT INDIVIDUAL FIXTURES.
UNDERGROUND DOMESTIC COLD WATER SYSTEM BASIS OF DESIGN:
1. DUCTILE IRON THICKNESS CLASS 51 FOR 3 INCH AND 4 INCH SIZE THICKNESS , CLASS 50 FOR 6 INCHES
AND LARGER, ANSI A21.51, ASTM A746 WITH BITUMINOUS COATING OUTSIDE AND CEMENT MORTAR
LINING INSIDE. DUCTILE IRON MECHANICAL OR PUSH-ON JOINTS AND FITTINGS ASNI/AWWA C110/A21.10.
DEDUCTIVE ALTERNATES:
1. MAINS WHERE PRESSURE IS NO GREATER THAN 100 PSI: POLYVINYL CHLORIDE (PVC), 160 PSI WATER
PIPING, ASTM D2241, SDR26 WITH MECHANICAL OR PUSH-ON JOINTS WITH NEOPRENE "O" RINGS, ASTM
C3139.
2. MAINS WHERE PRESSURE IS GREATER THAN 100 PSI: POLYVINYL CHLORIDE (PVC), 200 PSI WATER PIPING,
AWWA C900, 200 PSI, WITH MECHANICAL OR PUSH-ON JOINTS WITH NEOPRENE "O" RINGS, ASTM D3139.
ABOVEGROUND DOMESTIC COLD WATER SYSTEM BASIS OF DESIGN:
1. POLYPROPYLENE PIPING, AQUATHERM GREEN PIPE SDR 7.4 FOR COLD AND HOT WATER SYSTEMS 3" AND
SMALLER, OR SDR 11 FOR HOT WATER SYSTEMS 4" AND LARGER. PIPING, FITTINGS AND JOINTS TO
COMPLY WITH NSF 61-G, AND NSF 372. PROVIDE PIPE WRAP OR INSULATION FOR PIPING IN ALL PLENUM
APPLICATIONS THAT MEET ASTM E84.
DEDUCTIVE ALTERNATE:
1. HOT AND COLD WATER SYSTEMS: CHLORINATED POLYVINYL CHLORIDE (CPVC) SCHEDULE 40, ASTM F-441
AND D-2846 . PIPING, FITTINGS AND JOINTS TO COMPLY WITH NSF 61-G, NSF-61 AND NSF 372. FITTINGS:
SCHEDULE 40 SOCKET TYPE CPVC, ASTM F-439 AND F-441. JOINTS: SOLVENT CEMENT AND PRIMER FOR
CPVC PIPING.
HOT AND COLD WATER SYSTEMS WITHIN LIVING UNITS:
1. CROSS LINKED POLYETHYLENE (PEX) PLASTIC TUBING, PEX-A
GRADE, ASTM F-876, ASTM F-877. PIPING, FITTINGS AND JOINTS
TO COMPLY WITH NSF 61-G, NSF 61 AND NSF 372.
UNDERGROUND SANITARY WASTE, VENT AND STORM DRAINAGE SYSTEMS BASIS OF DESIGN:
1. SERVICE WEIGHT HUB AND SPIGOT CAST IRON SOIL PIPE PER ASTM A-74, COATED ON OUTSIDE. FITTINGS:
SERVICE WEIGHT HUB AND SPIGOT CAST IRON SOIL PIPE FITTINGS PER ASTM A-74, COATED ON OUTSIDE.
JOINTS: NEOPRENE GASKET JOINTS PER ASTM C564 AND ASTM C1563.
2. NO-HUB CAST IRON SOIL PIPE PER CISPI 301 AND ASTM A888. FITTINGS: NO HUB CAST IRON FITTINGS PER
CISPI 301 AND ASTM A888. JOINTS: CAST IRON MECHANICAL COUPLINGS WITH NEOPRENE GASKETS AND
STAINLESS STEEL NUTS AND BOLTS. HEAVY DUTY TYPE 304 STAINLESS STEEL SHIELDED COUPLINGS,
ASTM C1540.
DEDUCTIVE ALTERNATE:
1. SCHEDULE 40 SOLID WALL DWV PVC PIPE, ASTM D1785. INSTALL PER ASTM D2321. FITTINGS: SCHEDULE
40 DWV PVC, SOCKET TYPE FITTINGS, ASTM D2665. JOINTS: SOLVENT JOINTS FOR PVC, ASTM D2564. PVC
IS NOT ACCEPTABLE FOR WASTE PIPING RECEIVING DISCHARGE HIGHER THAN 130 DEGREES F. CAST
IRON PIPING IS TO BE INSTALLED AT THE CENTRAL PLANT, MECHANICAL ROOMS AND AT ALL LAUNDRY
AND KITCHEN EQUIPMENT DISCHARGES.
ABOVE GROUND SANITARY WASTE, VENT AND STORM DRAINAGE SYSTEMS BASIS OF DESIGN:
1. NO-HUB CAST IRON SOIL PIPE PER CISPI 301 AND ASTM A888. FITTINGS: NO-HUB CAST IRON FITTINGS PER
CISPI 301 AND ASTM A888. JOINTS: JOINTS FOR NO-HUB PIPE AND FITTINGS SHALL BE PER CISPI 310, WITH
STAINLESS STEEL CLAMPS AND NEOPRENE SLEEVES CONFORMING TO ASTM D564. ALL CAST IRON PIPE
AND FITTINGS SHALL CARRY AN NSF INTERNATIONAL LISTING.
UNDERGROUND NATURAL GAS PIPING AND FITTINGS:
1. SCHEDULE 40 BLACK STEEL PIPE, ASTM A53 WITH POLYETHYLENE JACKET, WELDED JOINTS AND
STANDARD WEIGHT BLACK STEEL BUTT WELDED OR SOCKET WELD FITTINGS, ASTM A243 OR PRESS
CONNECT FITTINGS ANSI LC-4/CSA 6.32 (VIEGA MEGAPRESS)
ABOVE GROUND NATURAL GAS PIPING AND FITTINGS:
1. SCHEDULE 40 BLACK STEEL PIPE, ASTM A53 WITH WELDED JOINTS AND STANDARD WEIGHT BLACK STEEL
BUTT WELD FITTINGS, ASTM A234 OR SOCKET WELD FITTINGS, ASTM A105.
2. SCHEDULE 40 BLACK STEEL PIPE, ASTM A53 WITH SCREWED JOINTS AND 150 POUND THREADED
MALLEABLE IRON FITTINGS, ASTM B.16.3.
3. SCHEDULE 40 BLACK STEEL PIPE, ASTM A53, WITH PRESS CONNECT JOINTS (VIEGA MEGAPRESSG) ANSI
LC-4/CSA 6.32.
THE FOLLOWING SYSTEMS AND EQUIPMENT SHALL BE INSULATED:
1. ALL DOMESTIC COLD WATER PIPING SUBJECT TO FREEZING TEMPERATURES.
2. ALL HOT WATER AND HOT WATER RETURN PIPING.
3. ALL HORIZONTAL STORM DRAIN PIPING AND ROOF DRAIN BODIES.
PROVIDE ELECTRIC HEAT TRACING ON ALL DOMESTIC WATER PIPING AND SANITARY TRAPS EXPOSED IN
AREAS SUBJECT TO FREEZING TEMPERATURES.
29. IN PUBLIC USE AREAS WHERE ADA COMPLIANT PLUMBING FIXTURES ARE REQUIRED, A THERMOSTATIC
TEMPERATURE MIXING VALVE IN CONFORMANCE WITH ASSE 1070 SHALL BE PROVIDED AT EACH LAVATORY
AND SINK LOCATION. SET OUTLET TEMPERATURE AT 110 DEGREES F. MAXIMUM. FOR PUBLIC USE LAVATORIES,
PROVIDE A 0.5 GPM AERATOR AT EACH LOCATION. FOR PUBLIC USE SINKS, PROVIDE A 1.0 GPM AERATOR AT
EACH LOCATION. PUBLIC USE LAVATORY FAUCETS SHALL BE METERING WHERE REQUIRED IN ACCORDANCE
WITH SECTION 604.4.1 OF THE 2018 NORTH CAROLINA PLUMBING CODE.
DEDUCTIVE ALTERNATE: (ONLY ACCEPTABLE FOR PHASE 2 NON-HIGH RISE OF PROJECT)
1. POLYVINYL CHLORIDE (PVC), SCHEDULE 40 DWV PVC PIPE, ASTM D1785, FITTINGS: SCHEDULE 40 DWV
PVC, SOCKET TYPE FITTINGS, ASTM D2665. JOINTS: SOLVENT JOINTS FOR PVC, ASTM D2564. PVC IS NOT
ACCEPTABLE IN PLENUM CEILINGS OR FOR WASTE PIPING RECEIVING DISCHARGE HIGHER THAN 130
DEGREES F.
(PHASE 1 HIGH RISE)
3.
1.WORK TO INCLUDE PIPING FROM GAS METER TO GAS FIRED EQUIPMENT. PLUMBING CONTRACTOR TO
PROVIDE SHUT-OFF VALVE, DIRT TRAP, AND PRESSURE REGULATOR AT ALL GAS FIRED EQUIPMENT.
ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL CODE REQUIREMENTS AND THE
PROVISIONS OF THE 2018 NORTH CAROLINA FUEL GAS CODE (NCFGC).
THE CONTRACTOR SHALL SUPPLY ALL PERMITS, FEES, AND LICENSES REQUIRED FOR THE WORK AND
FOR ALL INSPECTIONS REQUIRED.
PIPE 2" AND SMALLER MAY BE SCHEDULE 40 STEEL WITH THREADED MALLEABLE FITTINGS, PIPE 2-1/2"
AND GREATER MAY BE SCHEDULE 40 STEEL WITH BUTT-WELDED FITTINGS AND JOINTS.
ALL VALVES SHALL BE AGA/CGA CERTIFIED AND APPROVED WITH STAMP ON VALVE.
ALL PIPING EXPOSED TO THE OUTDOORS OR RUN IN UNCONDITIONED SPACES SHALL BE PAINTED WITH
TWO COATS OF RUST RESISTANT ENAMEL.
ALL GAS PIPING WITH A SERVICE PRESSURE GREATER THAN 0.5 PSI MUST BE IDENTIFIED PER NCFGC 401.5.
PRESSURE TEST PORTS MUST BE PROVIDED AT ALL MP REGULATORS IN ACCORDANCE TO NCFGC 410.2.
ALL GAS PIPING SUPPORT MUST COMPLY WITH NCFGC T.415.1.
2.
4.
5.
6.
7.
8.
9.
FUEL GAS PIPING
FLOW TEST DATA SCHEDULE
LOCATION OF TEST HYDRANT
DATE OF TEST
TIME OF DAY OF TEST
STATIC PRESSURE
RESIDUAL PRESSURE
FLOW (GPM)
UPON AWARD OF THE CONTRACT, THE FIRE PROTECTION CONTRACTOR
SHALL PERFORM A FLOW TEST ON THE TWO HYDRANTS NEAREST THE
SITE AND FORWARD THE TEST DATA TO THE ENGINEER AND
ARCHITECT. THE FOLLOWING WATER PRESSURE/FLOW DATA WAS
OBTAINED FROM:
CHARLOTTE FIRE DEPARTMENT
48 HOUR HIGH PRESSURE
48 HOUR LOW PRESSURE
48 HOUR AVERAGE PRESSURE
HYDRANT NUMBER
TYPE/OWNER
PSI
PSI
GPM
--
--
-----
-----
-----
------
PSI
PSI
---
---
PSI---
-----
PUBLIC
PUMP
ROOM TRIPLEX ---- ---- 3450 (3) ---HP 1
BP-1
POTABLE WATER
BOOSTER
PLAN MARK SERVICE/
LOCATION TYPE FLOW
(GPM)
HEAD
(FT.)RPM HP NOTES
DOMESTIC WATER BOOSTER
PUMP SCHEDULE
NOTES:
1. HY-FAB NO. 8----208 TRIPLEX. THREE -- HP PUMPS. PACKAGE SHALL BE CONSTRUCTED ON A RIGID STRUCTURAL
STEEL BASE AND PUMPS/MOTORS SHALL BE SUPPORTED BY STRUCTURE. HEADERS SHALL BE 6" 304 STAINLESS
STEEL WITH GROOVED CONNECTIONS ON BOTH ENDS. ONE END OF EACH HEADER SHALL BE CAPPED WITH A
GROOVED CAP AND COUPLING. SUCTION AND DISCHARGE CONNECTIONS MAY EACH BE MADE ON EITHER SIDE (I.E.
LEFT OR RIGHT). BOOSTER SHALL BE SUPPLIED WITH SERVICABLE PILOT OPERATED ANGLE CHECK VALVES EQUAL
TO CLA-VAL 81 SERIES. FURNISH VARIABLE SPEED CONTROLLER WITH SUCTION AND DISCHARGE PRESSURE
TRANSMITTERS AND DISCHARGE TEMPERATURE SENSOR. FURNISH CONTROLS IN NEMA 1 ENCLOSURE. FURNISH
LOW SUCTION PRESSURE SHUTDOWN. FURNISH SINGLE POINT POWER CONNECTION WITH MAIN DISCONNECT
REFERENCE SPECIFICATION FOR ADDITIONAL CONTROL REQUIREMENTS PACKAGE SHALL BE HYDROSTATICALLY
AND FLOW TESTED PRIOR TO SHIPMENT. PROVIDE ASME CODE AND NB STAMPED 170 GALLON, 200 PSIG RATED
HYDROPNEUMATIC TANK. FURNISH CONNECTION WITH DRAIN FOR HYDROPNEUMATIC TANK ON DISCHARGE HEADER.
BPA-1
RPZ (REDUCED
PRESSURE ZONE)
FEBCO
LF880V
VERTICAL 6" 1-5
SYMBOL
DOMESTIC WATER BACKFLOW
PREVENTER SCHEDULE
MODEL TYPE SERVICE SIZE NOTES
DOMESTIC
WATER
NOTES:
1. ASSEMBLY SHALL BE INSTALLED PER ALL PERTINENT STATE, NFPA AND LOCAL
JURSIDICTION REQUIREMENTS.
2. PROVIDE AIR GAP AND PIPE DISCHARGE INDIRECTLY TO FLOOR DRAIN, HUB
DRAIN, OR THROUGH EXTERIOR WALL TO ATMOSPHERE.
3. THERE SHALL BE NO TAPS, PIPING BRANCHES, UN-APPROVED BYPASS PIPING,
HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR OTHER WATER USING
APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER
METER AND CHARLOTTE WATER REQUIRED BACKFLOW PREVENTER.
4. EACH CHARLOTTE WATER REQUIRED BACKFLOW PREVENTER IS REQUIRED TO
BE TESTED BY A CHARLOTTE WATER APPROVED CERTIFIED TESTER PRIOR TO
PLACING THE WATER SYSTEM IN SERVICE.
5. INSTALLATION INSIDE BUILDING: CLEARANCES SHALL BE 30" FROM WALL OR ANY
OBSTRUCTION ON THE SIDE UTILIZED FOR TESTING AND 12" FROM OTHER SIDE.
SP-1
ELEVATOR SUMP PIT
ELEVATOR
SUMP PIT SUBMERSIBLE 50 25 3450 0.75 1,4,7
NOTES:
1. DESIGN BASIS: STANCOR PUMPS MODEL SEW-75. PROVIDE CONTROLLER, AUTOMATIC OPERATION.
4. 115V, SINGLE PHASE 3/4 HP.
7. ELEVATORS ARE TRACTION TYPE (NON-HYDRAULIC).
PLAN MARK
SERVICE/
LOCATION TYPE FLOW
(GPM)HEAD
(FT.)RPM HP NOTES
ELEVATOR PUMP SCHEDULE
(TRACTION ELEVATORS)
SP-2
ELEVATOR SUMP PIT
ELEVATOR
SUMP PIT SUBMERSIBLE 100 25 3450 1.5 2,5,7
SP-3
ELEVATOR SUMP PIT
ELEVATOR
SUMP PIT SUBMERSIBLE 150 20 3450 2.0 3,6,7
2. DESIGN BASIS: STANCOR PUMPS MODEL SEW-150. PROVIDE CONTROLLER, AUTOMATIC OPERATION.
3. DESIGN BASIS: STANCOR PUMPS MODEL SEW-200. PROVIDE CONTROLLER, AUTOMATIC OPERATION.
5. 115V, SINGLE PHASE 1.5 HP.
6. 208V, SINGLE PHASE 2.0 HP.
WATER CLOSET
WC-1 3" 2" 1/2" ---
WATER CLOSET
WC-1A 3" 2" 1/2" ---
LAVATORY
LAV-1 2" 1-1/2" 1/2" 1/2"
LAVATORY
LAV-1A 2" 1-1/2" 1/2" 1/2"
KITCHEN SINK
KS-1 2" 1-1/2" 1/2" 1/2"
KITCHEN SINK
KS-1A 2" 1-1/2" 1/2" 1/2"
ICE MAKER OUTLET BOX
IMB --- --- 1/2" ---
WASHING MACHINE
OUTLET BOX
WMB
2" 2" 1/2" 1/2"
BATHTUB
BT-1
2" 1-1/2" 1/2" 1/2"
MINIMUM ROUGH-IN SIZES
PLAN MARK
WST & VENT CW HW
DESCRIPTION
PLUMBING FIXTURE SCHEDULE
LAVATORY
LAV-3 2" 1-1/2" 1/2" 1/2"
AMENITY SINK
S-1 2" 1-1/2" 1/2" 1/2"
LAVATORY
LAV-2 2" 1-1/2" 1/2" 1/2"
WATER CLOSET
WC-2
3" 2" 1"---
MINIMUM ROUGH-IN SIZES
PLAN MARK
WST & VENT CW HW
DESCRIPTION
PLUMBING FIXTURE SCHEDULE
(AMENITIES)
EVOLUTION PLUTONIUM SERIES E-PT-1813, PORCELAIN
UNDERMOUNT, EXT: 20 1/3"X15"X7", INT:
18"X13"X7". DELTA PRECEPT, SINGLE HANDLE
CENTERSET BATHROOM FAUCET #P191102LF, 1.2GPM
RP82293 INLINE ADAPTOR FOR 1.0GPM
EVOLUTION MERCURY SERIES E-MR-2318
(GRID:MR-G-2318), 18 GAUGE, CENTER DRAIN, SINGLE
UNDERMOUNT, 23.5X17.75X9D
IPS 87980 ICE MAKER BOX W/ HAMMER ARRESTER.
PROVIDE FIRE RATED OUTLET BOXES LOCATED IN
RATED WALLS.
IPS 85714 WASHING MACHINE BOX WITH HAMMER
ARRESTERS. PROVIDE FIRE RATED OUTLET BOXES
LOCATED IN RATED WALLS.
KOLHER HIGHCLIFF K096057-B ONE PIECE
ELONGATED TOILET. KOHLER K-7521 FLUCH VALVE
1.28 GPF. ELONGATED FRONT PLASTIC WHITE TOILET
SEAT. FIXTURE TO BE A.D.A. COMPLIANT.
KOHLER K-2028-8-0 WALLMOUNT BATHROOM SINK.
WHITE FINISH. PFISTER LG49-DAOK FAUCET. FIXTURE
TO BE ADA COMPLIANT. PROVIDE LEONARD 170-LF
MIXING VALVE.
KOHLER K-2882 UNDERCOUNTER BATHROOM SINK.
BLACK FINISH. MAC FA400-1201 FAUCET. FIXTURE TO
BE ADA COMPLIANT. PROVIDE LEONARD 170-LF
MIXING VALVE.
ELKAY LRAD221955 DROP IN KITCHEN SINK W/ SINGLE
HOLE. 22" x 19-1/2" x 5-1/2" BOWL DIMENSIONS. WHITE
FINISH. KOHLER K-7506 FAUCET. VIBRANT STAINLESS
FINISH. FIXTURE TO BE ADA COMPLIANT. PROVIDE
LEONARD 170-LF MIXING VALVE.
(DWELLING UNITS)
BATHTUB
BT-1A
2" 1-1/2" 1/2" 1/2"
SHOWER
SH-1
2" 1-1/2" 1/2" 1/2"
STERLING VIKRELL 71041120-0, DELTA PRECEPT, TUB
SHOWER TRIM KIT #PTT188792-BN + RP62734 FLOW
REGULATOR WASHER FOR 1.5GPM
SHOWER
SH-1A
2" 1-1/2" 1/2" 1/2"
ELECTRICAL WATER
COOLER 2" 1-1/2" 1/2" 1/2"
EWC-1
ELKAY LZWS-LRPBM28K WALL MOUNTED BOTTLE
FILLING STATION WITH BI-LEVEL INTEGRAL SWIRLFLO
® FOUNTAIN, REFRIGERATED FILTERED STAINLESS.
URNIAL
UR-1 2" 2" 3/4"---KOLHER K-991-ET HIGH EFFICIENCY, LOW
CONSUMPTION. OPERATES AT 0.125GPF TO 1.0GPF.
PROVIDE JAY R. SMITH 635 CARRIER. MOUNT AT
STANDARD HEIGHT.
AMENITY SINK
S-2 2" 1-1/2" 1/2" 1/2"
ELKAY ELUHAD121245 UNDERMOUNT ADA SINK. 14 1/2"
x 14-1/2" x 4-3/8" BOWL DIMENSIONS. STAINLESS STEEL
FINISH. DELTA 4159-DST FAUCET. MATTE BLACK
FINISH. FIXTURE TO BE ADA COMPLIANT. PROVIDE
LEONARD 170-LF MIXING VALVE.
AMENITY SINK
S-3 2" 1-1/2" 1/2" 1/2"
ELKAY ELUHAD161650 UNDERMOUNT ADA SINK. 18 1/2"
x 18-1/2" x 4-7/8" BOWL DIMENSIONS. STAINLESS STEEL
FINISH. KOHLER PURIST K-7507 FAUCET. VIBRANT
STAINLESS FINISH. FIXTURE TO BE ADA COMPLIANT.
PROVIDE LEONARD 170-LF MIXING VALVE.
BAR SINK
PET SPA
KOHLER KINGSTON #K-25087, TWO-PIECE
ELONGATED 1.28 GPF, FLOOR MOUNT, LEFT
HAND LEVER, 29 7/8"L X 18 3/4"W X 29
1/2"H X 14 1/2"SH. BREVIA QUIET-CLOSE ELONGATED
TOILET SEAT
KOHLER KINGSTON #K-25087, TWO-PIECE
ELONGATED 1.28 GPF, FLOOR MOUNT, LEFT
HAND LEVER, 29 7/8"L X 18 3/4"W X 29
1/2"H X 14 1/2"SH. BREVIA QUIET-CLOSE ELONGATED
TOILET SEAT
STERLING 72131100 ENSEMBLE SHOWER BASIN,
DELTA PRECEPT, SHOWER ONLY TRIM KIT#
PTT188782 + RP62734 FLOW REGULATOR WASHER
FOR 1.5GPM
EVOLUTION MERCURY SERIES E-MR-2318
(GRID:MR-G-2318), 18 GAUGE, CENTER DRAIN, SINGLE
UNDERMOUNT, 23.5X17.75X9D
EVOLUTION PLUTONIUM SERIES E-PT-1813, PORCELAIN
UNDERMOUNT, EXT: 20 1/3"X15"X7", INT:
18"X13"X7". DELTA PRECEPT, SINGLE HANDLE
CENTERSET BATHROOM FAUCET #P191102LF, 1.2GPM
RP82293 INLINE ADAPTOR FOR 1.0GPM
STERLING VIKRELL 71041120-0, DELTA PRECEPT, TUB
SHOWER TRIM KIT #PTT188792-BN + RP62734 FLOW
REGULATOR WASHER FOR 1.5GPM
STERLING 72131100 ENSEMBLE SHOWER BASIN,
DELTA PRECEPT, SHOWER ONLY TRIM KIT#
PTT188782 + RP62734 FLOW REGULATOR WASHER
FOR 1.5GPM
WALK-THRU TUB
BT-2 2" 1-1/2" 1/2" 1/2"
GROMMER'S BEST 48" WLK-THRU TUB. STAINLESS
STEEL FINISH. 49 1/2" x 26" x 57 1/2" TUB DIMENSIONS.
PROVIDE ZURN Z1175 HAIR INTERCEPTOR.PET SPA
WALK-IN TUB
BT-3 2" 1-1/2" 1/2" 1/2"
GROMMER'S BEST 48" WLK-THRU TUB. STAINLESS
STEEL FINISH. 49 1/2" x 26" x 57 1/2" TUB DIMENSIONS.
FIXTURE TO BE ADA COMPLIANT. PROVIDE ZURN
Z1175 HAIR INTERCEPTOR.
PET SPA
RESOURCE
ROOM SINK
FIAT TSB-3000 TERAZZO 24" X 24" X 12". FIAT 830AA
FAUCET. PROVIDE FIAT 832-AA HOSE BRACKET AND
889-CC MOP HANGER. FAUCET INCLUDES VACUUM
BREAKER, BUILT-IN STOPS, LEVER HANDLES, HOSE
OUTLET AND BUCKET HOOK WITH BRACE.
MOP SINK
MS-1 3" 2" 1/2" 1/2"
UTILITY SINK
US-1 2" 1-1/2" 1/2" 1/2"
FLOOR MOUNTED 18 GAL TUB , MUSTEE 19 F MUSTEE
#93.600
WATER CLOSET
WC-3 3" 2" 1/2" ---
KOHLER KINGSTON #K-25087, TWO-PIECE
ELONGATED 1.28 GPF, FLOOR MOUNT, LEFT
HAND LEVER, 29 7/8"L X 18 3/4"W X 29 1/2"H X 14 1/2"SH.
BREVIA QUIET-CLOSE ELONGATED TOILET SEAT
WHE-1
WATER HEATER
ONE BEDROOM SINGLE
BATH UNITS
WATER CONNECTION SIZES
PLAN MARK
CW HW
DESCRIPTION
PLUMBING WATER HEATER SCHEDULE
3/4" 3/4"
WHE-4
WATER HEATER
AMENITY AREA
1/2" 1/2"
WHE-6
WATER HEATER
MOP RECEPTOR
3/4" 3/4"
BRADFORD WHITE MODEL RE240LN6, 37 GALLON "LOW-BOY"
ELECTRIC WATER HEATER, 21 GPH RECOVERY @ 90 DEGREES
F. TEMPERATURE RISE, TWO (2) 4.5KW ELEMENTS WIRED FOR
NON-SIMULTANEOUS OPERATION, 4.5KW @ 208V/1PH.
PROVIDE AMTROL ST-5C-DD THERMAL EXPANSION TANK.
DISCHARGE PAN INDIRECTLY TO HUB DRAIN.
WHE-2
WATER HEATER
TWO BEDROOM TWO
BATH UNITS
1" 1"ELECTRIC WATER HEATER, 21 GPH RECOVERY @ 90 DEGREES
F. TEMPERATURE RISE, TWO (2) 4.5 KW ELEMENTS WIRED FOR
NON-SIMULTANEOUS OPERATION, 4.5 KW @ 208V/1PH.
PROVIDE AMTROL ST-5C-DD THERMAL EXPANSION TANK.
DISCHARGE PAN INDIRECTLY TO HUB DRAIN.
WHE-5
WATER HEATER
AMENITY AREA
1/2" 1/2"
EEMAX - MODEL EX4208T - SERIES ONE, THERMOSTATIC POINT
OF USE - ELECTRIC WATER HEATER - 4.1KW @ 208V/1PH.
TEMPERATURE RISE OF 56 DEGREES F. AT A FLOW OF 0.5 GPM.
SET TEMPERATURE AT 110 DEGREES F. MAXIMUM. PROVIDE
EEMAX 0.5 GPM AERATOR AT EACH LOCATION.
EEMAX - MODEL EX8208T - SERIES ONE, THERMOSTATIC POINT
OF USE - ELECTRIC WATER HEATER - 8.3KW @ 208V/1PH.
TEMPERATURE RISE OF 57 DEGREES F. AT A FLOW OF 1.0
GPM. SET TEMPERATURE AT 110 DEGREES F. MAXIMUM.
PROVIDE EEMAX 1.0 GPM AERATOR AT EACH LOCATION.
BRADFORD WHITE MODEL RE250LN6, 47 GALLON "LOW-BOY"
WHE-3
WATER HEATER
THREE BEDROOM TWO
BATH UNITS
1" 1"ELECTRIC WATER HEATER, 21 GPH RECOVERY @ 90 DEGREES
F. TEMPERATURE RISE, TWO (2) 4.5 KW ELEMENTS WIRED FOR
NON-SIMULTANEOUS OPERATION, 4.5 KW @ 208V/1PH.
PROVIDE AMTROL ST-5C-DD THERMAL EXPANSION TANK.
DISCHARGE PAN INDIRECTLY TO HUB DRAIN. PROVIDE WATTS
BRADFORD WHITE MODEL RE250LN6, 47 GALLON "LOW-BOY"
MODEL LFMMV-HTK HOT WATER TANK CAPACITY EXTENDER.
& DOG SPA
BRADFORD WHITE MODEL RE240LN6, 37 GALLON "LOW-BOY"
ELECTRIC WATER HEATER, 21 GPH RECOVERY @ 90 DEGREES
F. TEMPERATURE RISE, TWO (2) 4.5KW ELEMENTS WIRED FOR
NON-SIMULTANEOUS OPERATION, 4.5KW @ 208V/1PH.
PROVIDE AMTROL ST-5C-DD THERMAL EXPANSION TANK.
DISCHARGE PAN INDIRECTLY TO HUB DRAIN.
PROVIDE HOLDRITE MODEL 50-SWHP-WM WALL MOUNTED
WATER HEATER PLATFORM. COORDINATE LOCATION WITH
ARCHITECT PRIOR TO INSTALLATION.
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 10:19:58 AM D:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-P-r22_RogerE.rvtP00.00
RAE JMB
2247601
PLUMBING
LEGEND,
SCHEDULES
AND NOTES
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCRAE JMB
PLUMBING SHEET INDEX
FP00.00 FIRE PROTECTION - LEGEND, SCHEDULES AND DETAILS
P00.00 PLUMBING LEGEND, SCHEDULES AND NOTES
P00.01 PLUMBING DETAILS
P00.02 PLUMBING DETAILS
P00.03 RISER DIAGRAMS
P00.04 RISER DIAGRAMS
P00.05 RISER DIAGRAMS
P00.06 RISER DIAGRAMS
P01.01 LEVEL 1 - UNDERFLOOR - SITE PLAN
P01.03 LEVEL 3 - FLOOR PLAN - SITE PLAN
P02.01C-UF LEVEL 1 - UNDER FLOOR - AREA C
P02.02A LEVEL 2 - FLOOR PLAN - AREA A
P02.02B LEVEL 2 - FLOOR PLAN - AREA B
P02.02C LEVEL 2 - FLOOR PLAN - AREA C
P02.03A LEVEL 3 - FLOOR PLAN - AREA A
P02.03B LEVEL 3 - FLOOR PLAN - AREA B
P02.03C LEVEL 3 - FLOOR PLAN - AREA C
P02.04A LEVEL 4 - FLOOR PLAN - AREA A
P02.04B LEVEL 4 - FLOOR PLAN - AREA B
P02.04C LEVEL 4 - FLOOR PLAN - AREA C
P02.05A LEVEL 5 - FLOOR PLAN - AREA A
P02.05B LEVEL 5 - FLOOR PLAN - AREA B
P02.05C LEVEL 5 - FLOOR PLAN - AREA C
P02.06A LEVEL 6 - FLOOR PLAN - AREA A
P02.06B LEVEL 6 - FLOOR PLAN - AREA B
P02.06C LEVEL 6 - FLOOR PLAN - AREA C
P02.07A LEVEL 7 - FLOOR PLAN - AREA A
P02.07B LEVEL 7 - FLOOR PLAN - AREA B
P02.07C LEVEL 7 - FLOOR PLAN - AREA C
P02.08A LEVEL 8 - FLOOR PLAN - AREA A
P02.08B LEVEL 8 - FLOOR PLAN - AREA B
P02.08C LEVEL 8 - FLOOR PLAN - AREA C
P02.09A LEVEL 9-10 - FLOOR PLAN - AREA A
P02.09B LEVEL 9-10 - FLOOR PLAN - AREA B
P04.01 UNIT PLANS
P04.02 UNIT PLANS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ● Suite 100
Charlotte, NC 28217
p. 704.599.4377 ● f. 704.509.9330
Project Number:
Drawn By: Checked By:
Certification No.:
DATE DESCRIPTION REV
METER
2"
5"
5"
4" x 4" ELAST-O-RIB
PAD (TYPICAL)TABLE 802.2 OF THE
PLUMBING CONTRACTOR
GAP PER CHAPTER 8,
CODE (IPC) LATEST EDITION
INTERNATIONAL PLUMBING
REQUIRED MINIMUM AIR
SHALL PROVIDE THE
NOTE:
UNIT ISOLATION
VALVE.
WIRELESS METER
AND TRANSMITTER
LOCATED ADJACENT
TO WATER HEATER.
UNIT WATER
SERVICE
REPEATER LOCATED IN ATTIC
OF APARTMENT BUILDING.
COORDINATE LOCATION WITH
ELECTRICAL DRAWINGS.
DATA CONCENTRATOR AND
COMMUNICATOR LOCATED
IN CLUBHOUSE. COORDINATE
LOCATION WITH ELECTRICAL
DRAWINGS.
DATA OUTLET - BY OTHERS
WATER RISER
RADIO SIGNAL RADIO SIGNALREPEATER
WATER SUB METERING SYSTEM SHALL BE BY ION SMART METER BY
ION ENERGY SERVICES. SYSTEM SHALL INCLUDE ONE REMOTE
WITH INTEGRATED TRANSMITTER PER DWELLING UNIT. EACH BUILDING
SHALL HAVE A REPEATER LOCATED IN THE ATTIC
AND DATA CONCENTRATOR AND COMMUNICATOR (DCC)
LOCATED IN THE CLUBHOUSE. PLUMBER TO COORDINATED LOCATION
OF POWER SERVICES FOR REPEATER AND DCC WITH THE
ELECTRICAL CONTRACTOR. ALL EQUIPMENT SHALL BE PROVIDED
UNDER THE PLUMBING CONTRACT UNLESS DIRECTED OTHERWISE
BY THE OWNER OR GENERAL CONTRACTOR.
PIPE RISER
RISER CLAMP &
SUPPORT (NOTE 2)
SEE NOTE 3
FLOOR SLAB FLOOR SLAB
PIPE RISER
SCHEDULE 40 PIPE SLEEVE 2 PIPE
SIZES LARGER THAN RISER, FILLED
WITH APPROVED FIRE SAFING.
NOTES:
1. ALL FLOOR PENETRATIONS SHALL BE SEALED AND FIREPROOFED.
2. IN PUMP ROOMS, MECHANICAL ROOMS, PENTHOUSES, AND OTHER
LOCATIONS WHERE WATER WOULD PERIODICALLY BE ON THE FLOOR,
SLEEVES SHALL EXTEND 2" ABOVE THE FLOOR. RISER CLAMPS
SHALL NOT REST ON SLEEVES.
3. FOR WATERPROOF INSTALLATIONS A FLANGE SHALL BE WELDED TO
THE MIDPOINT OF THE SLEEVE AND THE ENTIRE ASSEMBLY GALVANIZED
AFTER FABRICATION.
RISER SIZE 6" PIPE & LARGER
2" BALD HEADED NIPPLE
(TACK-WELD TO RISER CLAMP)
2" SCHEDULE 40 COUPLING
WELDED TO 4" x 4" x 1/4"
STEEL PLATE
RISER SIZE 5" PIPE & SMALLER
3/4" BALD HEADED NIPPLE
(TACK-WELD TO RISER CLAMP)
3/4"SCHEDULE 40 COUPLING
WELDED TO 2" x 2" x 1/8"
STEEL PLATE
RISER FRICTION
CLAMP
FILL ANNULAR
SPACE WITH U.L.
LISTED FIRE
RESISTANT MATERIAL
TRAPEZE HANGER
W/ NEOPRENE PAD
3/8" ROD FOR 5" & SMALLER,
1/2" ROD FOR 6" & LARGER.
HOLD TIGHT TO UNDERSIDE
OF SLAB
FLOOR SLAB
CANTED CLAMPS
RODS MUST WRAP AROUND
LUG ON FITTING
SLEEVE (SIZE LARGE ENOUGH
TO ALLOW HUB TO TOUCH
UNDERSIDE OF SLAB)
FILL ANNULAR
SPACE WITH U.L.
LISTED FIRE
RESISTANT MATERIAL
NOTE:
CONTRACTOR SHALL USE THIS BOTTOM OF
RISER SUPPORT FOR ALL WASTE AND STORM
RISERS.
PLANS FOR SIZE
AIR GAP AS REQUIRED
OPEN SITE DRAIN WITH
EXTEND DRAIN PIPE INTOUP TURN HUB OF PIPE
6" MAX.
FIN. FL.
WASTE PIPE. REFER TO
2" MIN.
PER IPC
S.F.0.51S.F.
S.F.2.5
S.F.1.5
S.F.1
S.F.7
S.F.3
S.F.2
9
5
S.F.
S.F.
S.F.3
1.5 S.F.
8 S.F.
4 S.F.
2 S.F.
1 S.F.
12"
8"
6"
4"
BEND
22 1/2
BEND
45
BEND
90
DEAD ENDS
TEES &
SIZE
PIPE
THRUST BLOCK AREAS
12
BRASS CLEANOUT PLUG
COUNTERSINK SCREW
CLEANOUT COVER
FINISHED FLOOR
COVERING AS REQUIRED
PVC SIZE AS
NOTED ON PLANS
SANITARY TEE
PVC COMBINATION
COLLAR
ADJUSTABLE CLAMPING
EARTH FILL
VENT PIPE UP
OATEY "QUADTRO"
1/2" PIPE OR COPPER
TUBING
FLOOR SEE ARCHITECTURAL PLANS
2" INLET
SINGLE LEVER
WASHER BOX
DRAIN AND TRAP
WASTE PIPE DOWN
FOR FLOOR CONSTRUCTION TYPE
SEE PLANS FOR SIZE
SEE PLANS FOR SIZE
FROM WASHER
MODEL #38545
HW & CW SHUT-OFF
SHOCK ARRESTORS
CAULKED JOINT. GASKETED
JOINTS MAY BE USED IF
ALLOWED BY LOCAL AUTHORITY.
PROVIDE WITH THREADED
AT REQUIRED LOCATIONS.TRAP PRIMER CONNECTION
ADJUSTABLE STRAINER
FIN. FLOOR
FLASHING WITH SEDIMENT BUCKETDRAIN TO BE PROVIDED
(TYPE K AND TYPE F DRAINS)AT SPECIFIED LOCATIONS
FINISHED GRADE
FLOW
CONCRETE COLLAR
4" THICK
SIZE AS NOTED
ON PLANS
TYPICAL CLEANOUT
PVC
4"
WITH STRUCTURAL DRAWINGS.
SIZE OF OPENING IN ROOF DECK TO BE
AS SMALL AS POSSIBLE COORDINATE
TO ARCHITECTURAL DRAWINGS.
FOR ROOF CONSTRUCTION TYPE . REFER
COUNTER FLASHING
AS REQUIRED, CAULK AIRTIGHT
SLEEVE ROOF CONSTRUCTION
FLASHING AND
INCREASER WHEN REQUIRED
2.
1.
NOTES:
THRU ROOF
VENT STACK
VENT LINES
2"
6"
LEAD FLASHING TURNED
DOWN INTO VENT PIPE
VENT STACK
ACCESS COVER
NO HUB WITH
SURFACE
FINISHED WALL
CLEANOUT TEE
CLEANOUT PLUG
THREADED
ACCESS COVER
CLEANOUT
FERRULE
& BRONZE
SCREW
PLUG SET FLUSH
IN ADJACENT
SURFACE
TYPICAL YCO, (WHERE SHOWN ON DRAWINGS
OR AS REQUIRED. BY CODE)
SHORT SWEEP
7 1/2"
(-) 13"
START I.E.
SLAB
CAULK JOINT
6" ROOF DRAIN /
EMERGENCY ROOF
DRAIN
SCALE:
SCALE:
5
VENT STACK DETAIL
4 FLOOR DRAIN DETAIL
NTS
SCALE:6
WALL CLEANOUT DETAIL
SCALE:7
WASHER BOX DETAIL
SCALE:
FLOOR CLEANOUT DETAIL
NTS
NTS
NTS
SCALE:
8
YARD CLEANOUT DETAIL
NTS
9 SCALE:
ROOF/EMERGENCY DRAIN DETAIL
NTS
NTS
WATER SUB-METER SCHEMATIC14SCALE: NTS
RISER SUPPORT DETAIL
RESTRAINED PIPE SWEEP DETAIL
SCALE: N.T.S.
SCALE: N.T.S.
OPEN SIGHT DRAIN DETAIL
SCALE: N.T.S.
THRUST BLOCK DETAILS
SCALE: N.T.S.
SCALE:
3 JANITORS CLOSET UNIT WATER HEATER DETAIL
NTS
1-1/2" HIGH MIN.
SAFETY PAN
1" DRAIN - PIPE
TO HUB DRAIN
DRAIN VALVE
PIPE FULL SIZE TO MOP SINK
DIELECTRIC UNION (TYP FOR 2)
ASME T & P RELIEF VALVE -
2" x 2" x 1/4" GALVANIZED
WALL
ANGLE IRON FRAME
3/4" CADMIUM-PLATED ALL
THREAD ROD WITH LOCK WASHERS
AND DOUBLE NUTS (TYP 4)
SOLDER SEAMS WATER-TIGHT
OR DRAIN BOX.
TEMPERATURE GAUGE
GATE VALVE (TYP)
HW
CW
(TYP)
CHECK VALVE
VACUUM RELIEF
THERMAL EXPANSION TANK,
2 GALLON, AMTROL OR EQUAL.
MAY USE COMB. BALL/RELIEF
VALVE WHERE ALLOWED.
111213
SCALE:
WHE-1/WHE-2
HW/CW TO
UNIT FIXTURES
COLD WATER
SUB-METER
BY OWNER
RISER SHUTOFF VALVE
ON FIRST LEVEL
3/4"CW FOR ONE BATH UNIT,
1"CW FOR TWO BATH UNIT
(TYP).
CW RISER, SEE
FLOOR PLANS
FOR EXACT
LOCATIONS, SEE
RISER DIAGRAMS
FOR SIZEUNIT SHUT-OFF
PROVIDE HEAT TRAPS
IF INTEGRAL HEAT
TRAPS ARE NOT
PROVIDED BY THE
MANUFACTURER.CDT&P RELIEF VALVE
INDIRECT PIPED FULL
SIZE TO HUB DRAIN
RESIDENTIAL UNIT WATER HEATER DETAIL
NTS
PRIMARY
CONDENSATE DRAIN
WITH TRAP, 3/4" MIN.
HVAC UNIT
PER 802.3 REQUIREMENTS,
PROVIDE FIRE RATED WALL
BOX WITH READY ACCESS
SNAP ON GRILL FOR
CONDENSATE DRAINAGE,
T&P RELIEF VALVE AND
PAN.
PER 607.3 REQUIREMENT,
AMTROL ST-5C-DD OR
EQUIVALENT THERMAL
EXPANSION TANK
ELEVATED PLATFORM PER
2018 NCPC WATER HEATER
SHALL BE ELEVATED OFF
THE FLOOR
DRAIN PAN,
PROVIDE PER MFR
RECOMMENDATION
10
TRAP SEAL DEVICE
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 10:19:59 AM D:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-P-r22_RogerE.rvtP00.01
Author Checker
2247601
PLUMBING
DETAILS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCAuthor Checker
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ● Suite 100
Charlotte, NC 28217
p. 704.599.4377 ● f. 704.509.9330
Project Number:
Drawn By: Checked By:
Certification No.:
DATE DESCRIPTION REV
STANDARD NO.VERSION NO. VERSION DATESTANDARD NO.VERSION NO. VERSION DATEBACKFLOW PREVENTIONSTANDARD DETAILS85.3.20161.1CHARLOTTE WATERNO SCALEREDUCED PRESSURE PRINCIPLEASSEMBLY (RP) 3/4" - 2" INDOORREDUCED PRESSURE PRINCIPLEASSEMBLY (RP) 2 1/ 2" - 12" INDOOR91.2 5.3.2016BACKFLOW PREVENTIONSTANDARD DETAILSCHARLOTTE WATERNO SCALETYPICAL LOCATION REQUIREMENT
FOR INSIDE INSTALLATION
ELEVATION VIEW
PLAN VIEW
NOTES:
TYPICAL LOCATION REQUIREMENT
FOR INSIDE INSTALLATION
PLAN VIEW
ELEVATION VIEW
NOTES:
ZONING
SETBACK
PROPERTY
LINE
PUBLIC WATER
MAIN
ROAD R/WMETER
CLT WATER
CLT WATER
SEE NOTE #8 & #9
N.T.S.
EXTERIOR
BUILDING WALL
DISCHARGES FROM THE RELIEF VALVE DRAIN PORT.
AN AIR GAP DRAIN IS RECOMMENDED TO REDUCE SPLASHING OF MINOR
SUPPORT FOR ASSEMBLY SHALL BE DESIGNED BY OWNER AS REQUIRED.
ON A CASE BY CASE BASIS.
ASSEMBLY IS NOT AVAILABLE OUTSIDE. CLT WATER WILL REVIEW
WHERE ADEQUATE SPACE FOR THE BACKFLOW PREVENTION
INDOOR INSTALLATION SHALL ONLY BE PERMITTED IN CASESSHUT-OFF VALVE #1
DRAIN
FLOW
WALLOUTSIDE WALLFLOOR
DRAIN BY GRAVITY
SHUT-OFF VALVE #2
VALVE #2
CHECKCHECK
VALVE #1
12" MIN.
60" MAX.
4"
MIN.
REDUCED PRESSURE
PRINCIPLE ASSEMBLY
FLOW
6" MIN.
24" MIN.
CLEAR SPACE
4" MIN.
REDUCED PRESSURE
PRINCIPLE ASSEMBLY
VALVE #1
CHECK
VALVE #2
SHUT-OFF
VALVE #1
SHUT-OFF
TYPE K OR L COPPER TUBING
OR 1" MIN. GALVANIZED STEEL
PIPE FOR MIN. OF 5' ON
EACH END OF ASSEMBLY.
SEE NOTE #4
SEE TABLE IN SPECIFICATIONS
FOR MINIMUM DRAIN SIZES FOR
RP INDOOR INSTALLATIONS.
VALVE
REQUIRED BPA
INSIDE
OUTSIDE WALLTEST COCK #1
OUTLET
SEE NOTE #6
SEE NOTE #5
STRAINERRECOMMENDED
TEST COCK #1
PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CLT WATER
STANDARDS & SPECIFICATIONS.
ALL LOCATIONS FOR BPA'S REQUIRE CLT WATER APPROVAL.
ASSEMBLIES SHALL BE INSTALLED UPRIGHT AND IN THE HORIZONTAL
POSITION.
BACKFLOW PREVENTION ASSEMBLIES (BPA's) SHALL CONFORM TO CLT WATER
1.
2.
3.
4.
5.
6.
SPECIFICATIONS. SHUT-OFF VALVES ARE SPECIFIC TO EACH APPROVED
7.
BPA AND NO SUBSTITUTIONS OF SHUT-OFF VALVES ARE PERMITTED.
REFER TO CLT WATER APPROVED LIST OF BPA's.
8.
9. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED
BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR
OTHER WATER - USING APPURTENANCES CONNECTED TO THE
SUPPLY LINE BETWEEN ANY WATER METER AND ITS
CLT WATER - REQUIRED BACKFLOW PREVENTER.
11. ALL INSTALLATIONS INTENDED FOR ADDRESSING CLT WATER
REQUIREMENTS, REQUIRE PRIOR APPROVAL
FROM THE APPROPRIATE CLT WATER
BACKFLOW INSPECTOR.
10.
EXPECTED BY THE BACKFLOW ASSEMBLY MANUFACTURER.
CAPABLE OF HANDLING IN EXCESS OF THE MAXIMUM DISCHARGE RATE
INDOOR INSTALLATION OF RP'S SHOULD PROVIDE FOR DRAINAGE
BLDG. CODE (TYP.)
SLEEVE PER NC
SEE NOTE #7
RELIEF
LOWEST
POINT
OR RELIEF
VALVE
OUTLET
EACH CLT WATER-REQUIRED BPA IS REQUIRED TO BE TESTED BY A
CLT WATER - APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER
SYSTEM IN SERVICE. TEST RESULTS SHALL BE SUBMITTED TO CLT WATER
WITHIN 30 DAYS AND TESTED ANNUALLY THEREAFTER SUBMITTING
RESULTS TO CLT WATER.
ZONING
SETBACK
PROPERTY
LINE
PUBLIC WATER
MAIN
ROAD R/WMETER
CLT WATER
CLT WATER
SEE NOTE #9 & #10
N.T.S.
SEE NOTE #5
SEE NOTE #3
SHUT-OFF VALVE #1
DUCTILE IRON PIPE OR
FLOW
CHECK VALVE #2
CHECK VALVE #1 SHUT-OFF VALVE #2
SEE NOTE #3
TYPE K OR L COPPER
TUBING FOR MIN. OF 5'
ON EACH END OF ASSEMBLY.
6" MIN.
24" MIN.
CLEAR SPACE
CHECK
VALVE #1
CHECK
VALVE #2SHUT-OFF
VALVE #1
SHUT-OFF
VALVE #2
6" MIN.
REDUCED PRESSURE PRINCIPLE ASSEMBLY
12" MIN.
60" MAX.
EXTERIOR
BUILDING WALL
WALLOUTSIDE WALLFLOOR
REDUCED PRESSURE PRINCIPLE ASSEMBLY
FLOW
DRAIN
6" MIN.
DRAIN
VALVE ON DRAIN PORT.
SHALL BE SUPPORTED AT EACH VALVE AND SHALL NOT BLOCK RELIEF
FIRE LINE INSTALLATIONS SHALL HAVE OUTSIDE STEM AND YOKE
(OS&Y) HANDWHEEL OPERATORS OR BUTTERFLY VALVES, AND LISTED ON
APPROVED LIST AS FIRE APPROVED. IF SERVING FIRE SPRINKLERS,
SUPPORT FOR ASSEMBLY SHALL BE DESIGNED BY OWNER, 8" - 12"
RELIEF VALVEOUTLET
REQUIRED BPA
INSIDE
OUTSIDE WALLTEST COCK #1
6" CLEAR OF
OBSTRUCTIONS
SEE NOTE #6
TEST COCK #1
SEE TABLE IN SPECIFICATIONS
FOR MINIMUM DRAIN SIZES FOR
RP INDOOR INSTALLATIONS
LOWEST POINT OR
RELIEF VALVE OUTLET
BLDG. CODE (TYP.)
SLEEVE PER NC
DISCHARGES FROM THE RELIEF VALVE DRAIN PORT.
AN AIR GAP DRAIN IS RECOMMENDED TO REDUCE SPLASHING OF MINOR
AVAILABLE OUTSIDE. CLT WATER WILL REVIEW ON A CASE BY CASE BASIC.
ADEQUATE SPACE FOR THE BACKFLOW PREVENTION ASSEMBLY IS NOT
INDOOR INSTALLATION SHALL ONLY BE PERMITTED IN CASES WHERE
PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CLT WATER
STANDARDS & SPECIFICATIONS.
ALL LOCATIONS FOR BPA'S REQUIRE CLT WATER APPROVAL.
ASSEMBLIES SHALL BE INSTALLED UPRIGHT AND IN THE HORIZONTAL
POSITION.
BACKFLOW PREVENTION ASSEMBLIES (BPA's) SHALL CONFORM TO CLT WATER
1.
2.
3.
4.
5.
7.
SPECIFICATIONS. SHUT-OFF VALVES ARE SPECIFIC TO EACH APPROVED
8.
BPA AND NO SUBSTITUTIONS OF SHUT-OFF VALVES ARE PERMITTED.
REFER TO CLT WATER APPROVED LIST OF BPA's.
9.
10. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED
BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR
OTHER WATER - USING APPURTENANCES CONNECTED TO THE
SUPPLY LINE BETWEEN ANY WATER METER AND ITS
CLT WATER - REQUIRED BACKFLOW PREVENTER.
12. ALL INSTALLATIONS INTENDED FOR ADDRESSING CLT WATER
REQUIREMENTS, REQUIRE PRIOR APPROVAL
FROM THE APPROPRIATE CLT WATER BACKFLOW INSPECTOR.
11.
EXPECTED BY THE BACKFLOW ASSEMBLY MANUFACTURER.
CAPABLE OF HANDLING IN EXCESS OF THE MAXIMUM DISCHARGE RATE
INDOOR INSTALLATION OF RP'S SHOULD PROVIDE FOR DRAINAGE
6.
BLDG. CODE (TYP.)
SLEEVE PER NC
SEE NOTE #7
SEE NOTE #8
TAMPER SWITCHES ARE REQUIRED.
WHEN VALVE IS FULLY OPEN
EACH CLT WATER-REQUIRED BPA IS REQUIRED TO BE TESTED BY A
CLT WATER - APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER
SYSTEM IN SERVICE. TEST RESULTS SHALL BE SUBMITTED TO CLT WATER
WITHIN 30 DAYS AND TESTED ANNUALLY THEREAFTER SUBMITTING
RESULTS TO CLT WATER.
6" MIN.
W/VACUUM BREAKER
WALL THICKNESS
3/4" HOSE CONNECTION
3/4" FEMALE
1" MALE I.P.S
3 1/8"
2"
5 1/2" SQ
FLOOR
G
DRIP LEG
EQUIPMENT
INSIDE3/4" HB
STRAINER (TYPICAL)
UNION (TYPICAL)
CW SUPPLY
SEE PLANS FOR
LOCATION & SIZE
CW TO BUILDING
SEE PLANS FOR
LOCATION & SIZE
SHOCK ABSORBER
SA "C"
PRESSURE GAUGE
GAS SUPPLY
CLAMP
SEE PLANS FOR SIZE
GAS COCK
UNION (TYPICAL)
SECURE PIPE WITH
GALVANIZED RETAINER
GAS REGULATOR
2 PSI INLET
7" W.C. OUTLET
FLEXIBLE CONNECTION
PROVIDE AN AGA APPROVED
1. BACKFLOW PREVENTER SHALL BE LINE-SIZE.
2. ALL THREADED PIPING SHALL BE BRASS.
3. PROVIDE BACKFLOW PREVENTER BETWEEN
DOMESTIC WATER, FIRE PROTECTION AND
IRRIGATION PIPING ETC..
4. DEVICE SHALL MEET ASSE 1013
REQUIREMENTS.
NOTES:
AIR GAP FITTING
(SUPPLIED BY MANUF.)
SPILL OVER DRAIN
AIR GAP TAPPING)
BE FULL SIZE OF
(DRAIN LINE SHALL
SERVICE VALVE
(TYPICAL)
SCALE:
6 PRESSURE REDUCING STATION DETAIL
NTS
BY CHUTE SUPPLIEROPERATION). FINAL CONNECTiION TO ELECTRICAL BY ELECTRICAL
LAUNDRY/TRASH CHUTE WASH DOWN DETAIL
NOTE:
SANITIZING UNIT
DISINFECTING &
SCHEMATIC OFWATER SUPPLY IS FROM
PROVIDE SUB-METER IF
TENANT WATER HEATER.
PLUMBING
FIRE SPRINKLER HEAD AT HIGHEST INTAKE.
FLUSHING HEAD AT HIGHEST INTAKE.
PROPORTIONING VALVE AT REMOTE LOCATION.
D & S UNIT: 1-GAL. CONTAINER, MOUNTING BRACKET &
CONTRACTOR.
8.
7.
6.
CHUTE SUPPLIER
PROVIDED BY
TYP. OF 2.
COUPLING
3/4" HOT WATER SEE
OF HOT WATER SUPPLY.
PLANS FOR CONNECTION
BY-PASS NORMALLY
CLOSED
PARTIAL PLAN
SANITIZING UNIT
DISINFECTING &
ISOMETRIC OF
INSTALLATION NOTES
6 VDC SOLENOID VALVE (OPTIONAL, NOT NEEDED FOR MANUAL
ALL PLUMBING MATERIALS & LABOR BY OTHERS.
1/2" CONDUIT TO SOLENOID VALVE (ABOVE HIGHEST INTAKE)
1/4-TURN GATE VALVE (SHUTOFF & BY-PASS).
3/4" DOMESTIC HOT WATER INLET W/ VACUUM BREAKER.
TRASH CHUTE
FROM TRASH ROOM.
1.BY PLUMBER5.
4.
2.
3.
BACKFLOW PREVENTER
WATTS 909QTS-HW
1
2
4
3
6
7
8
1 6
6
TRIPLEX VFD WATER BOOSTER PUMP DETAIL
HOUSEKEEPING PAD WITH
FINISHED FLOOR
SPRING ISOLATION
BUILDINGWATER TO
PRESSURE GAUGE
(0-150 P.S.I.G. TYPICAL)
FLEX CONNECTION
(TYPICAL)
PRESSURE SWITCH
VALVED BY-PASS
NORMALLY CLOSED
BOOSTED COLD
NON-SLAMMING
CHECK VALVE
WATER SUPPLY
TO PUMPPRESSURE REGULATING/
NO-SLAM CHECK VALVE
BALL VALVE (TYPICAL)
COLD WATER
PUMP SERVICE
VALVE (TYPICAL)
SUCTION INLET
ISOLATION MOUNTING
SKID BASE W/VIBRATION
4" DIA.
VARIABLVE
DRIVES
FREQUENCYLOGIC SECTION
CONTROL PANEL
WHERE REQUIRED
SCALE: N.T.S.
* REFER TO PUMP SCHEDULE THIS SHEET FOR PUMP CHARACTERISTIC AND CAPACITIES SEW-75
.75
25
50
3450
STANCOR
SCALE: N.T.S.
MULTI-PIN CONNECTOR &
CORD IN CONDUIT
LENGHTS AS REQUIRED,
25 FT. IS STANDARD WITH
OPTION OF A 25 FT. IN
INCREMENTS.
-SP-1
PROVIDE PERFORATED
STEEL COVER FOR
ELEVATOR PIT.
SUBMITTALS
CONTRACTOR DRAWINGS.
NOTES:
2. SUMP PIT TO BE MINIMUM 24" DEEP. COORDINATE
INSTALLATION INSTRUCTIONS AND PER APPROVED
1. COORDINATE ALL WORK WITH MANUFACTURERS
3. BACK FILL AROUND PIT WITH CONCRETE IF
PIT INSTALLATION WITH STRUCTURAL AND ELEVATOR
24 HOUR MONITORING OR BUILDING BMS SYSTEM.
FIBERGLASS OR STEEL BASIN IS USED
CONTACTS. CONTRACTOR SHALL CONNECT THE CONTROL PANEL
4. CONTROL PANEL SHALL BE PROVIDED WITH SPARE
WITH REMOTE ALARM LOCATED IN ENGINEERS OFFICE OR TO
5. CONTRACTOR SHALL PROVIDE PUMP AND CONTROLS
FOR EACH ELEVATOR PIT. UNLESS INDICATED
OTHERWISE ON THE DESIGN DOCUMENTS.
LOCATION, FOR INSTALLATION OF CONTROL WIRING.
RADIUS BENDS FROM SUMP PIT TO CONTROL PANEL
6. CONTRACTOR SHALL PROVIDE 4" CONDUIT WITH LONG
30"x 30"x 30" DEEPSIZE
BASIN
-
-
-
PUMP No.
H.P.
T.D.H.
G.P.M.
PUMP SCHEDULE
-
--
-
60
1
115
R.P.M.
HERTZ
PHASE
VOLTS
DESIGN
BASIS OF
ELECTRICAL
4
INCREMENTS AVAILABLECORD IN LENGTHS AS REQUIRED; 25 FT. IS STANDARD, OPTIONAL 25 FT.
JUNCTION BOX WILL BE PROVIDED WITH MULTI-PIN CONNECTOR AND
ITEMS 1,2,3,4,6,7 & 8 PROVIDED BY STANCOR AS A STANDARD PACKAGE
PUMP ON FLOAT8
AS REQUIRED, 25 FT. IS STANDARD, OPTIONAL 25 FT. INCREMENTS.BE PROVIDED WITH MULTI-PIN CONNECTOR & CORD IN LENGTHS
JUNCTION BOX WILL
MOUNT TO PUMP DISCHARGE PIPING7. HIGH LIQUID ALARM FLOAT WITH CLAMP DEVICE TO
LIQUID ALARM CABLE & PUMP ON FLOAT CABLE.
6. OIL MINDER CABLE, POWER CABLE, PROBE CABLE, HIGH
PROTECTION TAPE
5. ALL BURIED PUMP PRESSURE DISCHARGE PIPING
1.0
SE-100
SHALL BE PROTECTED WITH TAPECOAT CT CORROSION
CONTACT FOR A REMOTE ALARM LOCATION.
ALARM BUILT INTO PANEL. PANEL SHALL HAVE ADDITIONAL
LIQUID ALARM. PROVIDE SILENCING BUTTON FOR AUDIBLE
PUMP DOES NOT RUN DUE TO OIL IN PIT OR HIGH
OPTIONAL BUILT IN AUDIBLE AND VISUAL ALARM WHEN
3. STANCOR OIL MINDER 115V, 1∅ CONTROL SYSTEM WITH
2. STANCOR CHECK VALVE
___HP, 115 VOLT, 3600 RPM, 2" DISCHARGE CONNECTION
1. STANCOR MODEL_____________ SUBMERSIBLE EFFLUENT PUMP
4
3
8
COVER
6
MIN. PIT SIZE: 24"X24"X24"
GATE VALVE
PROBE
HIGH LEVEL FLOAT
OFF
PUMP ON FLOAT
7
5
2
1
FLOOR
8 PIN MALE CONNECTOR
FLOATHIGH ALARMFLOATON15131075
107531
10 AMPS @ 240 VACRMS RELAY F4F3F2F1PROBEOILP2(L)P1(N)115 VACNL1
MADE IN USAPUMP RUN SILENCE
RESETPATENTS:4,752,188; 4,715,785; 6,203,281OIL MINDER CONTROL AMPSOVERLOADSETTINGSSENSORS
OVERLOADHIGH LEVELOIL FAULTPOWER WWW.STANCORPUMPS.COMMONROE, CT 06468515 FAN HILL RD.
UL 508 LISTED NEMA 4X
8 PIN FEMALE CONNECTOR
POWERPUMP
JUNCTION BOX
RMSPOWER IN
ELEVATOR PIT SUMP PUMP DETAIL
(EXPOSED TYPE)
NON-FREEZE WALL HYDRANT DETAIL
SCALE: N.T.S.
-
SCALE: N.T.S.
GAS PIPE CONNECTION DETAIL
23
SCALE: N.T.S.
SEW-150
1.5
25
100
3450
STANCOR
SP-2
60
1
115
1
5 4
BACKFLOW PREVENTION DEVICE
(REDUCED PRESSURE ZONE) DETAIL
STRAINER
(TYPICAL)
UNION
SCALE:NTS7
NC
ESOLCNPOEESOEPOLCN
CHALOT T ETERWWWRHA CITY OF CHARLOTTE DEPARTMENTCHALOT T ETERWWWRHA CITY OF CHARLOTTE DEPARTMENTDRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 10:19:59 AM D:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-P-r22_RogerE.rvtP00.02
Author Checker
2247601
PLUMBING
DETAILS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCAuthor Checker
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ● Suite 100
Charlotte, NC 28217
p. 704.599.4377 ● f. 704.509.9330
Project Number:
Drawn By: Checked By:
Certification No.:
DATE DESCRIPTION REV
WMB
HD
W/BWV
WMB
WMB
HD
W/BWV
HD
W/BWV
WMB
HD
W/BWV
WMB
HD
W/BWV
2"
2 "
WC
3"
3"
1ST
2"
2"
2"
3- BATHROOM GROUPS 15 DFU 3- BATHROOM GROUPS 15 DFU3- BATHROOM GROUPS 18 DFU
3"
3"
3"
3"
3"
EXPANSION
FITTING
2"
DW
DISPOSAL2"
LAV
WC LAV
WCTUB
TUB
TUB
KS
NOT TO SCALE
TYPICAL BATHROOM GROUP RISERS
NOT TO SCALE
KITCHEN SINK RISERS
NOT TO SCALE
WASHING MACHINE \ HUB DRAIN RISERS
TYPICAL THREE LEVEL RISERS
S
1
2"
2 "
LAV
2"
WC
3"
3"
2"
2"
2"
3"
3"
3"
3"
3"
EXPANSION
FITTING
LAV
WC
WCTUB
TUB
TUB
S
1A
LAV
2"
LAV
LAV
LAV
LAV
S
1B
2"
2 "WC
3"
3"
2"
2"
2"
3"
3"
3"
3"
3"
EXPANSION
FITTING
LAV
WC LAV
WC
SHOWER
2"
2 "LAV
SHOWER
SHOWER
3- BATHROOM GROUPS 18 DFUS
1C
2"
WC
3"
3"
2"
2"
2"
3"
3"
3"
3"
3"
EXPANSION
FITTING
LAV
WC
WC
LAV
2"
LAV
LAV
LAV
LAV
SHOWER
SHOWER
SHOWER
S
2 3- KITCHEN SINKS W/DISPOSAL 6 DFU
2"
WCO WCO WCO WCO WCO
EXPANSION
FITTING
2"
DW
DISPOSAL
KS
2"
DW
DISPOSAL
KS
S
3 3- PRIVATE CLOTHES WASHERS 6 DFU
2"
EXPANSION
FITTING
3"
3"
2"
2"
2"
S
4
EXPANSION
FITTING
3- HUB DRAINS - 6 DFU
2"
2"
3- KITCHEN ISLAND SINKS W/DISPOSAL 6 DFUS
2A
WCO WCO
2"
2"
WCO
EXPANSION
FITTING
KS
DISPOSAL
DW
AAV
KS
DISPOSAL
DW
AAV
KS
DISPOSAL
DW
AAV
2ND
3RD
1ST
2ND
3RD
1ST
2ND
3RD
1ST
2ND
3RD
1ST
2ND
3RD
1ST
2ND
3RD
1ST
2ND
3RD
1ST
2ND
3RD
2"VTR 2"VTR 3"VTR 2"VTR3"VTR 3"VTR 3"VTR 3"VTR
3"3"3"3"
2"
2 "
WC
3"
3"
1ST
2"
2"
2- BATHROOM GROUPS 10 DFU 2- BATHROOM GROUPS 10 DFU2- BATHROOM GROUPS 12 DFU
3"
3"
3"
3"
EXPANSION
FITTING
2"
DW
DISPOSAL2"
LAV
WC LAVTUB
TUB
KS
NOT TO SCALE
TYPICAL BATHROOM GROUP RISERS
NOT TO SCALE
KITCHEN SINK RISERS
NOT TO SCALE
WASHING MACHINE \ HUB DRAIN RISERS
TYPICAL TWO LEVEL RISERS
S
1
2"
WC
3"
3"
2"
2"
3"
3"
3"
3"
EXPANSION
FITTING
LAV
WCTUB
TUB
S
1A
LAV
LAV
LAV
S
1B
2"
2 "WC
3"
3"
2"
2"
3"
3"
3"
3"
EXPANSION
FITTING
LAV
WC LAV
SHOWER
SHOWER
2- BATHROOM GROUPS 12 DFUS
1C
2"
WC
3"
3"
2"
2"
3"
3"
3"
3"
EXPANSION
FITTING
LAV
WC
LAV
LAV
LAV
SHOWER
SHOWER
S
2 2- KITCHEN SINKS W/DISPOSAL 4 DFU
2"
WCO WCO WCO WCO WCO
EXPANSION
FITTING
2"
DW
DISPOSAL
KS
S
3 2- PRIVATE CLOTHES WASHERS 4 DFU
2"
EXPANSION
FITTING
3"
3"
2"
2"
S
4
EXPANSION
FITTING
2- HUB DRAINS - 4 DFU
2"
2"
2- KITCHEN ISLAND SINKS W/DISPOSAL 4 DFUS
2A
WCO WCO
2"
2"
WCO
EXPANSION
FITTING
KS
DISPOSAL
DW
AAV
KS
DISPOSAL
DW
AAV
2ND
1ST
2ND
1ST
2ND
1ST
2ND
1ST
2ND
1ST
2ND
1ST
2ND
1ST
2ND
2"VTR 2"VTR 3"VTR 2"VTR3"VTR 3"VTR 3"VTR 3"VTR
3"3"3"3"
2"
3/4"
DOMESTIC WATER RISERS
SCALE: N.T.S.
SEE WATER SUB-METER SCHEMATIC ON SHEET P0.03. TYPICAL.
WATER METER DETAIL KEY NOTES:
1
2"
1-1/2"
1"
GAS RISER KEY NOTES:
1-1/2"
1-1/2"
1-1/4"
3/4"
2"
2"
2"
1-1/2"
1-1/2"
W
1
W
2
1
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
1"
1"
1"
1"
1"
1"
2"
1
TYPICAL GAS RISER
SCALE: N.T.S.
1"
G
1
2.0 PSI GAS
SERVICE FROM
METER
1
1"
PROVIDESHUT-OFF VALVE AND MAXITROL VENTLESS
REGULATOR - SET AT 7"W.C.
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
1
2 "2 "
2 "
2 "
2 "
2 "
2 "
2 "
2 "
2 "
2 "
GENERAL NOTE FOR THIS SHEET
1. PROVIDE STACK SIZING IN ACCORDANCE WITH SECTION 904.1
OF THE 2018 NORTH CAROLINA PLUMBING CODE.
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 10:19:59 AM D:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-P-r22_RogerE.rvtP00.03
Author Checker
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RISER
DIAGRAMS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCAuthor Checker
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ● Suite 100
Charlotte, NC 28217
p. 704.599.4377 ● f. 704.509.9330
Project Number:
Drawn By: Checked By:
Certification No.:
DATE DESCRIPTION REV
WMB
HD
W/BWV
WMB
WMB
WMB
WMB
HD
W/BWV
HD
W/BWV
HD
W/BWV
HD
W/BWV
WMB
HD
W/BWV
WMB
WMB
WMB
HD
W/BWV
HD
W/BWV
HD
W/BWV
2"
2 "
WC
4"
3"
1ST
2"
2"
2"
5- BATHROOM GROUPS 25 DFU 5- BATHROOM GROUPS 25 DFU5- BATHROOM GROUPS 30 DFU
3"
3"
3"
3"
3"
EXPANSION
FITTING
2"
DW
DISPOSAL
2"
LAV
WC LAV
WCTUB
TUB
TUB
KS
NOT TO SCALE
TYPICAL BATHROOM GROUP RISERS
NOT TO SCALE
KITCHEN SINK RISERS
NOT TO SCALE
WASHING MACHINE \ HUB DRAIN RISERS
TYPICAL FIVE LEVEL RISERS
S
1
3"
EXPANSION
FITTING
2"
2 "
LAV
2"
2 "
LAV
2"
2 "
LAV
2"
3"WCTUB
2"
3"WCTUB
2"
WC
4"
3"
2"
2"
2"
3"
3"
3"
3"
3"
EXPANSION
FITTING
LAV
WC
WCTUB
TUB
TUB
3"
EXPANSION
FITTING
2"
2"
2"
3"WCTUB
2"
3"WCTUB
S
1A
LAV
2"
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
S
1B
2"
2 "WC
4"
3"
2"
2"
2"
3"
3"
3"
3"
3"
EXPANSION
FITTING
LAV
WC LAV
WC
SHOWER
3"
EXPANSION
FITTING
2"
2 "LAV
2"
2 "LAV
2"
2 "LAV
2"
3"WC
2"
3"WC
SHOWER
SHOWER
SHOWER
SHOWER
5- BATHROOM GROUPS 30 DFUS
1C
2"
WC
4"
3"
2"
2"
2"
3"
3"
3"
3"
3"
EXPANSION
FITTING
LAV
WC
WC
3"
EXPANSION
FITTING
2"
2"
2"
3"WC
2"
3"WC
LAV
2"
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
SHOWER
SHOWER
SHOWER
SHOWER
SHOWER
S
2 5- KITCHEN SINKS W/DISPOSAL 10 DFU
3"
WCO WCO WCO WCO WCO
EXPANSION
FITTING
EXPANSION
FITTING
2"
DW
DISPOSAL
KS
2"
DW
DISPOSAL
KS
2"
DW
DISPOSAL
KS
2"
DW
DISPOSAL
KS
2"
S
3 5- PRIVATE CLOTHES WASHERS 10 DFU
2"
EXPANSION
FITTING
EXPANSION
FITTING
3"
3"
3"
2"
2"
2"
2"
2"
2"
S
4
EXPANSION
FITTING
EXPANSION
FITTING
5- HUB DRAINS - 10 DFU
3"
2"
2"
5- KITCHEN ISLAND SINKS W/DISPOSAL 10 DFUS
2A
WCO WCO
3"
2"
WCO
EXPANSION
FITTING
EXPANSION
FITTING
2"
KS
DISPOSAL
DW
AAV
KS
DISPOSAL
DW
AAV
KS
DISPOSAL
DW
AAV
KS
DISPOSAL
DW
AAV
KS
DISPOSAL
DW
AAV
2ND
3RD
4TH
5TH
1ST
2ND
3RD
4TH
5TH
1ST
2ND
3RD
4TH
5TH
1ST
2ND
3RD
4TH
5TH
1ST
2ND
3RD
4TH
5TH
1ST
2ND
3RD
4TH
5TH
1ST
2ND
3RD
4TH
5TH
1ST
2ND
3RD
4TH
5TH
3"VTR 3"VTR 3"VTR 3"VTR 2"VTR 2"VTR 3"VTR 2"VTR
3"3"3"3"
3"3"3"3"
2"
2 "
WC
4"
3"
1ST
2"
2"
2"
4- BATHROOM GROUPS 20 DFU 4- BATHROOM GROUPS 20 DFU4- BATHROOM GROUPS 24 DFU
3"
3"
3"
3"
3"
EXPANSION
FITTING
2"
DW
DISPOSAL
2"
LAV
WC LAV
WCTUB
TUB
TUB
KS
NOT TO SCALE
TYPICAL BATHROOM GROUP RISERS
NOT TO SCALE
KITCHEN SINK RISERS
NOT TO SCALE
WASHING MACHINE \ HUB DRAIN RISERS
TYPICAL FOUR LEVEL RISERS
S
1
EXPANSION
FITTING
2"
2 "
LAV
2"
2 "
LAV
2"
3"WCTUB
2"
WC
4"
3"
2"
2"
2"
3"
3"
3"
3"
3"
EXPANSION
FITTING
LAV
WC
WCTUB
TUB
TUB
EXPANSION
FITTING
2"
2"
3"WCTUB
S
1A
LAV
2"
LAV
LAV
LAV
LAV
LAV
LAV
S
1B
2"
2 "WC
4"
3"
2"
2"
2"
3"
3"
3"
3"
3"
EXPANSION
FITTING
LAV
WC LAV
WC
SHOWER
EXPANSION
FITTING
2"
2 "LAV
2"
2 "LAV
2"
3"WC
SHOWER
SHOWER
SHOWER
4- BATHROOM GROUPS 24 DFUS
1C
2"
WC
4"
3"
2"
2"
2"
3"
3"
3"
3"
3"
EXPANSION
FITTING
LAV
WC
WC
EXPANSION
FITTING
2"
2"
3"WC
LAV
2"
LAV
LAV
LAV
LAV
LAV
LAV
SHOWER
SHOWER
SHOWER
SHOWER
S
2 4- KITCHEN SINKS W/DISPOSAL 8 DFU
3"
WCO WCO WCO WCO WCO
EXPANSION
FITTING
EXPANSION
FITTING
2"
DW
DISPOSAL
KS
2"
DW
DISPOSAL
KS
2"
DW
DISPOSAL
KS
S
3 4- PRIVATE CLOTHES WASHERS 8 DFU
2"
EXPANSION
FITTING
EXPANSION
FITTING
3"
3"
2"
2"
2"
2"
S
4
EXPANSION
FITTING
EXPANSION
FITTING
4- HUB DRAINS - 8 DFU
3"
2"
4- KITCHEN ISLAND SINKS W/DISPOSAL 8 DFUS
2A
WCO WCO
3"
2"
WCO
EXPANSION
FITTING
EXPANSION
FITTING
KS
DISPOSAL
DW
AAV
KS
DISPOSAL
DW
AAV
KS
DISPOSAL
DW
AAV
KS
DISPOSAL
DW
AAV
2ND
3RD
4TH
1ST
2ND
3RD
4TH
1ST
2ND
3RD
4TH
1ST
2ND
3RD
4TH
1ST
2ND
3RD
4TH
1ST
2ND
3RD
4TH
1ST
2ND
3RD
4TH
1ST
2ND
3RD
4TH
2"VTR 2"VTR 3"VTR 2"VTR3"VTR 3"VTR 3"VTR 3"VTR
3"3"3"2"
4"4"4"4"
4"4"4"4"
3"3"
2 "
2 "
2 "
2 "
2 "
2 "
2 "
2 "
2 "
3"3"3"
3"
2 "
2 "
2 "
2 "
2 "
2 "
2 "
2 "
2 "
2 "
2 "
2 "
2 "
2 "
GENERAL NOTES FOR THIS SHEET
1. OFFSETS IN DRAINAGE PIPING IN BUILDINGS OF FIVE STORIES
OR MORE SHALL BE IN ACCORDANCE WITH SECTION 711 OF
THE 2018 NORTH CAROLINA PLUMBING CODE. THE PORTION
OF THE STACK BELOW THE OFFSET SHALL BE SIZED AS FOR
THE OFFSET OR BASED ON THE TOTAL NUMBER OF
DRAINAGE FIXTURE UNITS ON THE ENTIRE STACK,
WHICHEVER IS LARGER. OFFSETS IN DRAINAGE PIPING IN
BUILDINGS OF LESS THAN FIVE STORIES SHALL BE SIZED AS A
BUILDING DRAIN AND IN ACCORDANCE WITH TABLE 710.1(1)
OF THE 2018 NORTH CAROLINA PLUMBING CODE. THE
PORTION OF THE STACK BELOW THE OFFSET SHALL BE SIZED
AS FOR THE OFFSET OR BASED ON THE TOTAL NUMBER OF
DRAINAGE FIXTURE UNITS ON THE ENTIRE STACK,
WHICHEVER IS LARGER.
2. PROVIDE STACK VENT SIZING IN ACCORDANCE WITH TABLE
904.1 OF THE 2018 NORTH CAROLINA PLUMBING CODE.
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 10:19:59 AM D:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-P-r22_RogerE.rvtP00.04
Author Checker
2247601
RISER
DIAGRAMS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCAuthor Checker
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ● Suite 100
Charlotte, NC 28217
p. 704.599.4377 ● f. 704.509.9330
Project Number:
Drawn By: Checked By:
Certification No.:
DATE DESCRIPTION REV
WMB
HD
W/BWV
WMB
WMB
WMB
WMB
WMB
HD
W/BWV
HD
W/BWV
HD
W/BWV
HD
W/BWV
HD
W/BWV
2"
2 "WC
4"
3"
1ST
2"
2"
2"
6- BATHROOM GROUPS 30 DFU 6- BATHROOM GROUPS 30 DFU6- BATHROOM GROUPS 36 DFU
3"
3"
3"
3"
3"
EXPANSION
FITTING
2"
DW
DISPOSAL
2"
LAV
WC LAV
WCTUB
TUB
TUB
KS
NOT TO SCALE
TYPICAL BATHROOM GROUP RISERS
NOT TO SCALE
KITCHEN SINK RISERS
NOT TO SCALE
WASHING MACHINE \ HUB DRAIN RISERS
TYPICAL SIX LEVEL RISERS
S
1
3"
EXPANSION
FITTING
EXPANSION
FITTING
2"
2 "LAV
2"
2 "LAV
2"
2 "LAV
2"
2 "LAV
2"
3"WCTUB
2"
3"WCTUB
2"
3"WCTUB
2"
WC
4"
3"
2"
2"
2"
3"
3"
3"
3"
3"
EXPANSION
FITTING
LAV
WC
WCTUB
TUB
TUB
3"
EXPANSION
FITTING
EXPANSION
FITTING
2"
2"
2"
2"
3"WCTUB
2"
3"WCTUB
2"
3"WCTUB
S
1A
LAV
2"
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
S
1B
2"
2 "WC
4"
3"
2"
2"
2"
3"
3"
3"
3"
3"
EXPANSION
FITTING
LAV
WC LAV
WC
SHOWER
3"
EXPANSION
FITTING
EXPANSION
FITTING
2"
2 "LAV
2"
2 "LAV
2"
2 "LAV
2"
2 "LAV
2"
3"WC
2"
3"WC
2"
3"WC
SHOWER
SHOWER
SHOWER
SHOWER
SHOWER
6- BATHROOM GROUPS 36 DFUS
1C
2"
WC
4"
3"
2"
2"
2"
3"
3"
3"
3"
3"
EXPANSION
FITTING
LAV
WC
WC
3"
EXPANSION
FITTING
EXPANSION
FITTING
2"
2"
2"
2"
3"WC
2"
3"WC
2"
3"WC
LAV
2"
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
SHOWER
SHOWER
SHOWER
SHOWER
SHOWER
SHOWER
S
2 6- KITCHEN SINKS W/DISPOSAL 12 DFU
3"
WCO WCO WCO WCO WCO
EXPANSION
FITTING
EXPANSION
FITTING
EXPANSION
FITTING
2"
DW
DISPOSAL
KS
2"
DW
DISPOSAL
KS
2"
DW
DISPOSAL
KS
2"
DW
DISPOSAL
KS
2"
DW
DISPOSAL
KS
2"
S
3 6- PRIVATE CLOTHES WASHERS 12 DFU
2"
EXPANSION
FITTING
EXPANSION
FITTING
EXPANSION
FITTING
3"
3"
3"
2"
2"
2"
2"
2"
2"
2"
S
4
EXPANSION
FITTING
EXPANSION
FITTING
EXPANSION
FITTING
6- HUB DRAINS - 12 DFU
3"
2"
2"
6- KITCHEN ISLAND SINKS W/DISPOSAL 12 DFUS
2A
WCO WCO
3"
2"
WCO
EXPANSION
FITTING
EXPANSION
FITTING
EXPANSION
FITTING
2"
KS
DISPOSAL
DW
AAV
KS
DISPOSAL
DW
AAV
KS
DISPOSAL
DW
AAV
KS
DISPOSAL
DW
AAV
KS
DISPOSAL
DW
AAV
KS
DISPOSAL
AAV
2ND
3RD
4TH
5TH
6TH
1ST
2ND
3RD
4TH
5TH
6TH
1ST
2ND
3RD
4TH
5TH
6TH
1ST
2ND
3RD
4TH
5TH
6TH
1ST
2ND
3RD
4TH
5TH
6TH
1ST
2ND
3RD
4TH
5TH
6TH
1ST
2ND
3RD
4TH
5TH
6TH
1ST
2ND
3RD
4TH
5TH
6TH
3"
3"VTR
3"
3"VTR
3"
3"VTR
3"
3"VTR
3"
3"3"3"
2"VTR 2"VTR 3"VTR
DW
2"VTR
4"4"4"4"
2 "2 "2 "2 "2 "2 "2 "2 "2 "2 "3"3"
2 "2 "
2 "
2 "
2 "
2 "
3"
GENERAL NOTES FOR THIS SHEET
1. OFFSETS IN DRAINAGE PIPING IN BUILDINGS OF FIVE STORIES
OR MORE SHALL BE IN ACCORDANCE WITH SECTION 711 OF
THE 2018 NORTH CAROLINA PLUMBING CODE. THE PORTION
OF THE STACK BELOW THE OFFSET SHALL BE SIZED AS FOR
THE OFFSET OR BASED ON THE TOTAL NUMBER OF
DRAINAGE FIXTURE UNITS ON THE ENTIRE STACK,
WHICHEVER IS LARGER. OFFSETS IN DRAINAGE PIPING IN
BUILDINGS OF LESS THAN FIVE STORIES SHALL BE SIZED AS A
BUILDING DRAIN AND IN ACCORDANCE WITH TABLE 710.1(1)
OF THE 2018 NORTH CAROLINA PLUMBING CODE. THE
PORTION OF THE STACK BELOW THE OFFSET SHALL BE SIZED
AS FOR THE OFFSET OR BASED ON THE TOTAL NUMBER OF
DRAINAGE FIXTURE UNITS ON THE ENTIRE STACK,
WHICHEVER IS LARGER.
2. PROVIDE STACK VENT SIZING IN ACCORDANCE WITH TABLE
904.1 OF THE 2018 NORTH CAROLINA PLUMBING CODE.
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 10:20:00 AM D:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-P-r22_RogerE.rvtP00.05
Author Checker
2247601
RISER
DIAGRAMS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCAuthor Checker
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ● Suite 100
Charlotte, NC 28217
p. 704.599.4377 ● f. 704.509.9330
Project Number:
Drawn By: Checked By:
Certification No.:
DATE DESCRIPTION REV
WMB
HD
W/BWV
WMB
WMB
WMB
WMB
WMB
WMB
HD
HD
W/BWV
HD
W/BWV
HD
W/BWV
HD
W/BWV
HD
W/BWV
HD
W/BWV
WMB
HD
W/BWV
2"
2 "
WC
4"
3"
1ST
2"
2"
2"
3"VTR
8- BATHROOM GROUPS 40 DFU 8- BATHROOM GROUPS 40 DFU8- BATHROOM GROUPS 48 DFU
3"
3"
3"
3"
3"
EXPANSION
FITTING
2"
DW
DISPOSAL
2"
2"VTR
LAV
WC LAV
WCTUB
TUB
TUB
KS
NOT TO SCALE
TYPICAL BATHROOM GROUP RISERS
NOT TO SCALE
KITCHEN SINK RISERS
NOT TO SCALE
WASHING MACHINE \ HUB DRAIN RISERS
TYPICAL EIGHT LEVEL RISERS
S
1
3"
3"
EXPANSION
FITTING
EXPANSION
FITTING
2"
2 "
LAV
2"
2 "
LAV
2"
2 "
LAV
2"
2 "
LAV
2"
2 "
LAV
3"
2"
3"WCTUB
2"
3"WCTUB
2"
3"WCTUB
2"
3"WCTUB
3"
2"
WC
4"
3"
2"
2"
2"
3"VTR
3"
3"
3"
3"
3"
EXPANSION
FITTING
LAV
WC
WCTUB
TUB
TUB
3"
3"
EXPANSION
FITTING
EXPANSION
FITTING
2"
2"
2"
2"
3"
2"
3"WCTUB
2"
3"WCTUB
2"
3"WCTUB
2"
3"WCTUB
3"
S
1A
LAV
2"
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
S
1B
2"
2 "WC
4"
3"
2"
2"
2"
3"VTR
3"
3"
3"
3"
3"
EXPANSION
FITTING
LAV
WC LAV
WC
SHOWER
3"
3"
EXPANSION
FITTING
EXPANSION
FITTING
2"
2 "LAV
2"
2 "LAV
2"
2 "LAV
2"
2 "LAV
2"
2 "LAV
3"
2"
3"WC
2"
3"WC
2"
3"WC
2"
3"WC
3"
SHOWER
SHOWER
SHOWER
SHOWER
SHOWER
SHOWER
8- BATHROOM GROUPS 48 DFUS
1C
2"
WC
4"
3"
2"
2"
2"
3"VTR
3"
3"
3"
3"
3"
EXPANSION
FITTING
LAV
WC
WC
3"
3"
EXPANSION
FITTING
EXPANSION
FITTING
2"
2"
2"
2"
3"
2"
3"WC
2"
3"WC
2"
3"WC
2"
3"WC
3"
LAV
2"
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
LAV
SHOWER
SHOWER
SHOWER
SHOWER
SHOWER
SHOWER
SHOWER
S
2 8- KITCHEN SINKS W/DISPOSAL 16 DFU
3"
WCO WCO WCO WCO WCO
EXPANSION
FITTING
EXPANSION
FITTING
EXPANSION
FITTING
2"
DW
DISPOSAL
KS
2"
DW
DISPOSAL
KS
2"
DW
DISPOSAL
KS
2"
DW
DISPOSAL
KS
2"
DW
DISPOSAL
KS
2"
2"
S
3 8- PRIVATE CLOTHES WASHERS 16 DFU
2"
EXPANSION
FITTING
EXPANSION
FITTING
EXPANSION
FITTING
3"
3"
3"
2"
3"
2"
2"
2"
2"
2"
2"
2"
S
4
EXPANSION
FITTING
EXPANSION
FITTING
EXPANSION
FITTING
8- HUB DRAINS - 16 DFU
3"
2"
2"
2"
3"VTR 2"VTR
8- KITCHEN ISLAND SINKS W/DISPOSAL 16 DFUS
2A
WCO WCO
3"
2"
WCO
EXPANSION
FITTING
EXPANSION
FITTING
EXPANSION
FITTING
2"
2"
KS
DISPOSAL
DW
AAV
KS
DISPOSAL
DW
AAV
KS
DISPOSAL
DW
AAV
KS
DISPOSAL
DW
AAV
KS
DISPOSAL
DW
AAV
KS
DISPOSAL
DW
AAV
KS
DISPOSAL
DW
AAV
2"VTR
2ND
3RD
4TH
5TH
6TH
1ST
2ND
3RD
4TH
5TH
6TH
1ST
2ND
3RD
4TH
5TH
6TH
1ST
2ND
3RD
4TH
5TH
6TH
1ST
2ND
3RD
4TH
5TH
6TH
1ST
2ND
3RD
4TH
5TH
6TH
1ST
2ND
3RD
4TH
5TH
6TH
1ST
2ND
3RD
4TH
5TH
6TH
8TH
4"4"4"4"
2 "2 "2 "2 "2 "2 "2 "
2 "
2 "
2 "
2 "
2 "
3"3"
2 "
2 "2 "2 "2 "2 "2 "3"
2"
DW
DISPOSAL
KS
2"
DW
DISPOSAL
KS
EXPANSION
FITTING
2"
2 "
LAV
2"
3"WCTUB
EXPANSION
FITTING
2"
2"
3"WCTUB
LAV
LAV
EXPANSION
FITTING
2"
2 "LAV
2"
3"WC
SHOWER
EXPANSION
FITTING
2"
2"
3"WC
LAV
LAV
SHOWER
2 "2 "
2"
KS
DISPOSAL
DW
AAV
2 "2"
7TH
8TH
7TH
8TH
7TH
8TH
7TH
8TH
7TH
8TH
7TH
8TH
7TH
8TH
7TH
GENERAL NOTE FOR THIS SHEET
OFFSETS IN DRAINAGE PIPING IN BUILDINGS OF FIVE STORIES OR
MORE SHALL BE IN ACCORDANCE WITH SECTION 711 OF THE
APPLICABLE PLUMBING CODE. THE PORTION OF THE STACK BELOW
THE OFFSET SHALL BE SIZED AS FOR THE OFFSET OR BASED ON
THE TOTAL NUMBER OF DRAINAGE FIXTURE UNITS ON THE ENTIRE
STACK, WHICHEVER IS LARGER.
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
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REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
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DIAGRAMS
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DATE DESCRIPTION REV
C D E F G H J K L M N P Q R
4
U
7
6
5
1
2
S
9
10
11
13
14
16
17
8
3
TB
OV XY
15
12
TERMINATE (8") SANITARY APPROXIMATELY 5’-0” FROM
OUTSIDE OF BUILDING. SEE CIVIL SITE UTILITY PLAN FOR
CONTINUATION. FINISH FLOOR ELEVATION: (FFE)’. INVERT
AT CIVIL CONNECTION: (INVERT)’ +/-.
COORDINATE EXACT LOCATION, SIZE AND INVERT OF CIVIL
CONNECTION PRIOR TO CONSTRUCTION. SLOPE PIPING AT
(ADD SLOPE) FALL PER FOOT.
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
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UNDERFLOOR -
SITE PLAN
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Project Number:
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DATE DESCRIPTION REV
Scale: 1" = 20'-0"
UNDERFLOOR PLUMBING SITE PLAN1
C D E F G H J K L M N P Q R
4
U
7
6
5
1
2
S
9
10
11
13
14
16
17
8
3
TB
OV XY
15
12
TERMINATE (10") SANITARY APPROXIMATELY 5’-0” FROM
OUTSIDE OF BUILDING. SEE CIVIL SITE UTILITY PLAN FOR
CONTINUATION. FINISH FLOOR ELEVATION: (FFE)’. INVERT
AT CIVIL CONNECTION: (INVERT)’ +/-.
COORDINATE EXACT LOCATION, SIZE AND INVERT OF CIVIL
CONNECTION PRIOR TO CONSTRUCTION. SLOPE PIPING AT
(ADD SLOPE) FALL PER FOOT.
TERMINATE (8") FIRE MAIN APPROXIMATELY 5’-0” FROM
OUTSIDE OF BUILDING. SEE CIVIL SITE UTILITY PLAN FOR
CONTINUATION. FINISH FLOOR ELEVATION: (FFE)’. INVERT
AT CIVIL CONNECTION: (INVERT)’ +/-.
COORDINATE EXACT LOCATION, SIZE AND INVERT OF CIVIL
CONNECTION PRIOR TO CONSTRUCTION.
TERMINATE (6") DOMESTIC WATER APPROXIMATELY 5’-0”
FROM OUTSIDE OF BUILDING. SEE CIVIL SITE UTILITY PLAN
FOR CONTINUATION. FINISH FLOOR ELEVATION: (FFE)’.
INVERT AT CIVIL CONNECTION: (INVERT)’ +/-.
COORDINATE EXACT LOCATION, SIZE AND INVERT OF CIVIL
CONNECTION PRIOR TO CONSTRUCTION.
TERMINATE (2") IRRIGATION SERVICE APPROXIMATELY 5’-0”
FROM OUTSIDE OF BUILDING. SEE CIVIL SITE UTILITY PLAN
FOR CONTINUATION. FINISH FLOOR ELEVATION: (FFE)’.
INVERT AT CIVIL CONNECTION: (INVERT)’ +/-.
COORDINATE EXACT LOCATION, SIZE AND INVERT OF CIVIL
CONNECTION PRIOR TO CONSTRUCTION.
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
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SITE PLAN
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4501 Charlotte Park Dr., ● Suite 100
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p. 704.599.4377 ● f. 704.509.9330
Project Number:
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Certification No.:
DATE DESCRIPTION REV
Scale: 1" = 20'-0"
LEVEL 3 PLUMBING SITE PLAN1
C D
9
10
11
13
14
16
17
8
B
15
12
STAIR 2
824
RETAIL
973
RETAIL
973
RETAIL
812
RETAIL
330
TRASH
967
RETAIL
974
RETAIL
974
TERMINATE (8") SANITARY APPROXIMATELY 5’-0” FROM
OUTSIDE OF BUILDING. SEE CIVIL SITE UTILITY PLAN FOR
CONTINUATION. FINISH FLOOR ELEVATION: (FFE)’. INVERT
AT CIVIL CONNECTION: (INVERT)’ +/-.
COORDINATE EXACT LOCATION, SIZE AND INVERT OF CIVIL
CONNECTION PRIOR TO CONSTRUCTION. SLOPE PIPING AT
(ADD SLOPE) FALL PER FOOT.
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
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-AREA C
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4501 Charlotte Park Dr., ● Suite 100
Charlotte, NC 28217
p. 704.599.4377 ● f. 704.509.9330
Project Number:
Drawn By: Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 1 -UNDER FLOOR -AREA C1
K L M N P Q R
4
U
7
6
5
1
2
S
8
3
T
CIRCULATION
1317
ELEVATOR 3
340
STAIR 5
1176
GARAGE
320
2
S8
3
S84
S8
2
S83
S8
1A
S8
1
S8
4
S8
1A
S8
2
S8
3
S8
4
S8
1A
S8
2
S8
3
S8
4
S8
1A
S8
2
S8
3
S8
4
S8
3
S3
4
S3
1
W3
1
S3
1
S3
3
S3
3
S3
1
S3
2
S3
3
S3
4
S3
1
S3
2
S3
1
S3
3
S3
4
S3
1
S3
2
S3
3
S3
4
S3
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
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REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
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4501 Charlotte Park Dr., ● Suite 100
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p. 704.599.4377 ● f. 704.509.9330
Project Number:
Drawn By: Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 2 -FLOOR PLAN -AREA A1
C D E F G H J
4
7
6
5
1
2
8
3
B
OV XY
CIRCULATION
643
STAIR 2
800
ELEVATOR 1
1344
ELEVATOR 2
1343
GARAGE
320
1
S6
2
S8
4
S8
3
S8
1
S8
2
S3
3
S3
4
S3
2
S3
3
S3
4
S3
2
S3
3
S3
4
S3
1
S3
2
S3
3
S3
4
S3
1
S3
1
S3
2
S3
3
S3
4
S3
1
S3
1
S3
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
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REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
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DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 2 -FLOOR PLAN -AREA B1
C D
9
10
11
13
14
16
17
8
B
15
12
TRASH
959
STAIR 1
1204
CIRCULATION
643
STAIR 2
800
1C
S6
1
S6
2
S6
1
S6
1C
S6
3
S6
4
S6
2
S6
1
S6
1C
S6
3
S6
4
S6
2
S6
1
S6
1C
S6
3
S6
4
S6
2
S6
1
S6
1C
S6
3
S6
4
S6
2
S6 3
S6
4
S6
1A
S6
2
S6
3
S6
2
S6
4
S6
1C
S6
4
S6
3
S6
1A
S6
1C
S6 2
S6
3
S6
4
S6
1
S6
4
S6
1
S6
3
S6
2
S6
1C
S6
4
S6
1
S6
3
S6
2
S6
1C
S6
4
S6
1
S6
3
S6
2
S6
1C
S
1
S6
3
S64
S6
2
S6
1C
S6
2
S64
S6
3
S6
1C
S6
2
S63
S6
4
S6
2
S6
3
S6
4
S6
DRAWN BY CHECKED BY
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SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
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REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
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Project Number:
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Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 2 -FLOOR PLAN -AREA C1
K L M N P Q R
4
U
7
6
5
1
2
S
8
3
T
2
S8
3
S84
S8
1
W8
2
S83
S8
1A
S8
1
S8
4
S8
1
W8
1A
S8
2
S8
3
S8
4
S8
1
W8
1A
S8
2
S8
3
S8
4
S8
1
W8
1A
S8
2
S8
3
S8
4
S8
1
W8
3
S3
4
S3
1
W3
1
S3 1
W3
1
S3
3
S3
3
S3
1
S3
2
S3
3
S3
4
S3
1
W3
1
S3
2
S3
1
W3
1
S3
3
S3
4
S3
1
W3
1
S3
2
S3
3
S3
4
S3
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
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Project Number:
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Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 3 -FLOOR PLAN -AREA A1
C D E F G H J
4
7
6
5
1
2
8
3
B
OV XY
FIRE COMMAND
1239
PUMP ROOM
326
ELEC ROOM
692
CIRCULATION
927
RESIDENTIAL STORAGE
691
TELECOM
832
TELECOM
899
GARAGE
873
STAIR 2
804
TERMINATE (10") SANITARY APPROXIMATELY 5’-0” FROM
OUTSIDE OF BUILDING. SEE CIVIL SITE UTILITY PLAN FOR
CONTINUATION. FINISH FLOOR ELEVATION: (FFE)’. INVERT
AT CIVIL CONNECTION: (INVERT)’ +/-.
COORDINATE EXACT LOCATION, SIZE AND INVERT OF CIVIL
CONNECTION PRIOR TO CONSTRUCTION. SLOPE PIPING AT
(ADD SLOPE) FALL PER FOOT.
TERMINATE (8") FIRE MAIN APPROXIMATELY 5’-0” FROM
OUTSIDE OF BUILDING. SEE CIVIL SITE UTILITY PLAN FOR
CONTINUATION. FINISH FLOOR ELEVATION: (FFE)’. INVERT
AT CIVIL CONNECTION: (INVERT)’ +/-.
COORDINATE EXACT LOCATION, SIZE AND INVERT OF CIVIL
CONNECTION PRIOR TO CONSTRUCTION.
TERMINATE (6") DOMESTIC WATER APPROXIMATELY 5’-0”
FROM OUTSIDE OF BUILDING. SEE CIVIL SITE UTILITY PLAN
FOR CONTINUATION. FINISH FLOOR ELEVATION: (FFE)’.
INVERT AT CIVIL CONNECTION: (INVERT)’ +/-.
COORDINATE EXACT LOCATION, SIZE AND INVERT OF CIVIL
CONNECTION PRIOR TO CONSTRUCTION.
TERMINATE (2") IRRIGATION SERVICE APPROXIMATELY 5’-0”
FROM OUTSIDE OF BUILDING. SEE CIVIL SITE UTILITY PLAN
FOR CONTINUATION. FINISH FLOOR ELEVATION: (FFE)’.
INVERT AT CIVIL CONNECTION: (INVERT)’ +/-.
COORDINATE EXACT LOCATION, SIZE AND INVERT OF CIVIL
CONNECTION PRIOR TO CONSTRUCTION.
1
S6
2
S8
4
S8
1
W8
3
S8
1
S8
2
S3
3
S3
4
S3
2
S3
3
S3
4
S3
2
W3
2
S3
3
S3
4
S3
1
W3
1
S3
2
S3
3
S3
4
S3
2
W3
1
S3
1
S3
2
S3
3
S3
4
S3
2
W3
1
S3
1
S3
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
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Project Number:
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DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 3 -FLOOR PLAN -AREA B1
C D
9
10
11
13
14
16
17
8
B
15
12
STAIR 2
804
1C
S6
1
S6
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
2
S6 3
S6
1
W6
4
S6
1A
S6
2
S6
3
S6
2
S6
1
W6
4
S6
1C
S6
1
W6
4
S6
3
S6
1A
S6
1C
S6 2
S6
3
S6
4
S6
2
W6
1
S6
2
W6
4
S6
1
S6
3
S6
2
S6
1C
S6
2
W6
4
S6
1
S6
3
S6
2
S6
1C
S6
2
W6
4
S6
1
S6
3
S6
2
S6
1C
S
1
S6
3
S64
S6
1
W6
2
S6
1C
S6
2
S64
S6
3
S6
1
W6
1C
S6
2
S63
S6
1
W6
4
S6
2
S6
3
S6
2
W6
4
S6
DRAWN BY CHECKED BY
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DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
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DATE DESCRIPTION INCLUDED
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DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 3 -FLOOR PLAN -AREA C1
K L M N P Q R
4
U
7
6
5
1
2
S
8
3
T
ELEVATOR 3
343 BOH
1441
STAIR 5
1178
2
S8
3
S84
S8
1
W8
2
S83
S8
1A
S8
1
S8
4
S8
1
W8
1A
S8
2
S8
3
S8
4
S8
1
W8
1A
S8
2
S8
3
S8
4
S8
1
W8
1A
S8
2
S8
3
S8
4
S8
1
W8
3
S3
4
S3
1
W3
1
S3 1
W3
1
S3
3
S3
3
S3
1
S3
2
S3
3
S3
4
S3
1
W3
1
S3
2
S3
1
W3
1
S3
3
S3
4
S3
1
W3
1
S3
2
S3
3
S3
4
S3
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
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DATE DESCRIPTION INCLUDED
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4501 Charlotte Park Dr., ● Suite 100
Charlotte, NC 28217
p. 704.599.4377 ● f. 704.509.9330
Project Number:
Drawn By: Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 4 -FLOOR PLAN -AREA A1
C D E F G H J
4
7
6
5
1
2
8
3
B
OV XY
LOADING
321
BOH
1430
CIRCULATION
1320
RESIDENTIAL STORAGE
874
BOH
1434
GARAGE
318
2
S6 3
S6
1
S6
2
S8
4
S8
1
W8
3
S8
1
S8
2
S3
3
S3
4
S3
2
S3
3
S3
4
S3
2
W3
2
S3
3
S3
4
S3
1
W3
1
S3
2
S3
3
S3
4
S3
2
W3
1
S3
1
S3
2
S3
3
S3
4
S3
2
W3
1
S3
1
S3
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
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p. 704.599.4377 ● f. 704.509.9330
Project Number:
Drawn By: Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 4 -FLOOR PLAN -AREA B1
C D
9
10
11
13
14
16
17
8
B
15
12
STAIR 1
1206
2
S6
1
S6
1C
S6
3
S6
1C
S6
1
S6
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
2
S6 3
S6
1
W6
4
S6
1A
S6
2
S6
3
S6
2
S6
1
W6
4
S6
1C
S6
1
W6
4
S6
3
S6
1A
S6
1C
S6 2
S6
3
S6
4
S6
2
W6
1
S6
2
W6
4
S6
1
S6
3
S6
2
S6
1C
S6
2
W6
4
S6
1
S6
3
S6
2
S6
1C
S6
2
W6
4
S6
1
S6
3
S6
2
S6
1C
S
1
S6
3
S64
S6
1
W6
2
S6
1C
S6
2
S64
S6
3
S6
1
W6
1C
S6
2
S63
S6
1
W6
4
S6
2
S6
3
S6
2
W6
4
S6
4
S6
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
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DISCLAIMER:
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ISSUE
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Project Number:
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Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 4 -FLOOR PLAN -AREA C1
4
U
7
6
5
1
2
8
3
2
S5
4
S5
3
S5
2
S5
1A
S5
4
S5
3
S5 1
S5
1A
S5
3
S5 2
S5
4
S5
2
S5
1A
S5
3
S5
4
S5
2
S5
3
S5
4
S5
1A
S5
1A
S5
1
S5 2
S5 3
S5
4
S5
4
S5
1C
S5
3
S5 4
S5
2
S5
2
S5
3
S5
4
S5
1A
S5
1
S5
4
S5
2
S5
1C
S5
3
S5
3
S5
4
S5
2
S5
1
S5
1C
S5
2
S5
3
S5
4
S5
1
S5
2
S5
3
S5
4
S5
1
S5
1A
S5
4
S5
3
S5
2
S5
1
S5
1
S5
4
S5
2
S5
3
S5
1C
S51C
S5
3
S5
2
S5
1
S5
4
S5
1
S5
2
S5
3
S5
4
S5
1A
S5
1A
S5
3
S5
4
S5
2
S5
2
S5
3
S54
S5
1A
S5
2
S5
3
S5
4
S5
1C
S5
2
S8
3
S84
S8
1
W8
2
S83
S8
1A
S8
1
S8
4
S8
1
W8
1A
S8
2
S8
3
S8
4
S8
1
W8
1A
S8
2
S8
3
S8
4
S8
1
W8
1A
S8
2
S8
3
S8
4
S8
1
W8
1
S5
4
S5
2
S5
3
S5
1A
S5
1A
S5
4
S5
3
S5
2
S51
S5
1A
S5
2
S5
3
S3
4
S3
1
W3
1
S3 1
W3
1
S3
3
S3
3
S3
1
S3
2
S3
3
S3
4
S3
1
W3
1
S3
2
S3
1
W3
1
S3
3
S3
4
S3
1
W3
1
S3
2
S3
3
S3
4
S3
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
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REVISION
DATE DESCRIPTION INCLUDED
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4501 Charlotte Park Dr., ● Suite 100
Charlotte, NC 28217
p. 704.599.4377 ● f. 704.509.9330
Project Number:
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Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 5 -FLOOR PLAN -AREA A1
4
7
6
5
1
2
8
3
BOH
568
2
S6 3
S6
2
W6
1
S6
4
S5
1
S5
2
S5
3
S5
1C
S5
1C
S5
4
S5
3
S5
1
S5
2
S5
4
S5
3
S5
2
S5
1A
S5
2
S5
3
S5
4
S5
1A
S5
1A
S5
3
S5
4
S5
2
S5
2
S5
4
S5
3
S5
1A
S5
1A
S5
4
S5
3
S5
2
S5
1
S5
1A
S5
3
S5
4
S5
1
S53
S5
2
S5
4
S5
1C
S5
2
S5
1A
S5
2
S5
3
S5
4
S5
2
S5
3
S5
4
S5
1
S5 2
S5 4
S5
3
S5
1
S5
2
S54
S5
3
S5
1
S5
2
S5
1A
S5
4
S5
3
S52
S5
1A
S5
4
S5
3
S5
2
S5
1A
S5
4
S5
3
S5
2
S51
S52
S5
3
S5
4
S5
1A
S5
1A
S5
3
S54
S5
2
S4
4
S5
2
S53
S5
1C
S5
1
S54
S5
3
S5
2
S5
2
S8
4
S8
1
W8
3
S8
1
S8
1A
S4
2
S3
3
S3
4
S3
2
S3
3
S3
4
S3
2
W3
2
S3
3
S3
4
S3
1
W3
1
S3
2
S3
3
S3
4
S3
2
W3
1
S3
1
S3
2
S3
3
S3
4
S3
2
W3
1
S3
1
S3
1
S5
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
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DISCLAIMER:
SEAL:
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DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 5 -FLOOR PLAN -AREA B1
9
10
11
13
14
16
17
8
15
12
UNIT B2.1
427
STAIR 1
1207
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
1C
S6
1
S6
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
2
S6 3
S6
1
W6
4
S6
1A
S6
2
S6
3
S6
2
S6
1
W6
4
S6
1C
S6
1
W6
4
S6
3
S6
1A
S6
1C
S6 2
S6
3
S6
4
S6
2
W6
1
S6
2
W6
4
S6
1
S6
3
S6
2
S6
1C
S6
2
W6
4
S6
1
S6
3
S6
2
S6
1C
S6
2
W6
4
S6
1
S6
3
S6
2
S6
1C
S
1
S6
3
S64
S6
1
W6
2
S6
1C
S6
2
S64
S6
3
S6
1
W6
1C
S6
2
S63
S6
1
W6
4
S6
2
S6
3
S6
2
W6
4
S6
1
S5
DRAWN BY CHECKED BY
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SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
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REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
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22020579
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DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 5 -FLOOR PLAN -AREA C1
2
S5
4
S51
W5
3
S5
2
S5
1A
S5
2
W5
4
S5
3
S5 1
S5
1A
S5
3
S5 2
S5
4
S5
1
W5
2
S5
1A
S5
3
S5
4
S5
1
W5
2
S5
3
S5
4
S5
1
W5
1A
S5
1A
S5
1
S5 2
S5 3
S5
4
S5
2
W5
4
S5
1C
S5
3
S5 4
S5
1
W5
2
S5
2
S5
3
S5
4
S5
1
W5
1A
S5
1
S5
4
S5
2
W5
2
W5 2
S5
1C
S5
3
S5
3
S5
4
S5
2
S5
1
S5
1C
S5
2
S5
3
S5
4
S5
1
W5
1
S5
2
S5
3
S5
4
S5
1
W5
1
S5
1A
S5
1
W5
4
S5
3
S5
2
S5
1
S5
1
S5
4
S5
1
W5
2
S5
3
S5
1C
S51C
S5
3
S5
2
S5
1
S5
4
S5
1
W5
1
S5
2
S5
3
S5
4
S5
2
W5
1A
S5
1A
S5
3
S5
4
S5
1
W5
2
S5
2
S5
3
S54
S5
1
W5
1A
S5
2
S5
3
S5
4
S5
1
W5
1C
S5
2
S8
3
S84
S8
1
W8
2
S83
S8
1A
S8
1
S8
4
S8
1
W8
1A
S8
2
S8
3
S8
4
S8
1
W8
1A
S8
2
S8
3
S8
4
S8
1
W8
1A
S8
2
S8
3
S8
4
S8
1
W8
1
S5
4
S5
2
W5
2
S5
3
S5
1A
S5
1A
S5
2
W5
4
S5
3
S5
2
S51
S5
1A
S5
2
S5
DRAWN BY CHECKED BY
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SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
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REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
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DISCLAIMER:
SEAL:
ISSUE
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1910 SOUTH BLVD.
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Project Number:
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DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 6 -FLOOR PLAN -AREA A1
2
S6 3
S6
2
W6
1
S6
2
W5
4
S5
1
S5
2
S5
3
S5
1C
S5
1C
S5
4
S5
2
W5
3
S5
1
S5
2
S5
4
S5 1
W5
3
S5
2
S5
1A
S5
1
S5
2
S5
3
S5
4
S5
2
W5
1A
S5
1A
S5
3
S5
4
S5
1
W5
2
S5
2
S5
4
S5
3
S5
1
W5
1A
S5
1A
S5
4
S5
2
W5
3
S5
2
S5
1
S5
1A
S5
3
S5
4
S5
1
W5
1
S53
S5
2
S5
4
S5
2
W5
1C
S5
2
S5
1A
S5
2
S5
3
S5
4
S5
1
W5
2
S5
3
S5
4
S5
1
W5 1
S5 2
S5 4
S5
3
S5
1
W5
1
S5
2
S54
S5
3
S5
1
W5
1
S5
1
W5
2
S5
1A
S5
4
S5
2
W5
3
S52
S5
1A
S5
4
S5
2
W5
3
S5
2
S5
1A
S5
4
S5
2
W5
3
S5
2
S51
S52
S5
3
S5
4
S5
2
W5
1A
S5
1A
S5
3
S54
S5
1
W5
2
S4
4
S5
2
S5
1
W5
3
S5
1C
S5
1
S54
S5
1
W5
3
S5
2
S5
2
S8
4
S8
1
W8
3
S8
1
S8
1A
S4
DRAWN BY CHECKED BY
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THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
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p. 704.599.4377 ● f. 704.509.9330
Project Number:
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DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 6 -FLOOR PLAN -AREA B1
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
1C
S6
1
S6
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
2
S6 3
S6
1
W6
4
S6
1A
S6
2
S6
3
S6
2
S6
1
W6
4
S6
1C
S6
1
W6
4
S6
3
S6
1A
S6
1C
S6 2
S6
3
S6
4
S6
2
W6
1
S6
2
W6
4
S6
1
S6
3
S6
2
S6
1C
S6
2
W6
4
S6
1
S6
3
S6
2
S6
1C
S6
2
W6
4
S6
1
S6
3
S6
2
S6
1C
S
1
S6
3
S64
S6
1
W6
2
S6
1C
S6
2
S64
S6
3
S6
1
W6
1C
S6
2
S63
S6
1
W6
4
S6
2
S6
3
S6
2
W6
4
S6
1
S5
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
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Charlotte, NC 28217
p. 704.599.4377 ● f. 704.509.9330
Project Number:
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DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 6 -FLOOR PLAN -AREA C1
4
S51
W5
3
S5
2
S5
1A
S5
2
W5
4
S5
3
S5 1
S5
1A
S5
3
S5 2
S5
4
S5
1
W5
2
S5
1A
S5
3
S5
4
S5
1
W5
2
S5
3
S5
4
S5
1
W5
1A
S5
1A
S5
1
S5 2
S5 3
S5
4
S5
2
W5
4
S5
1C
S5
3
S5 4
S5
1
W5
2
S5
2
S5
3
S5
4
S5
1
W5
1A
S5
1
S5
4
S5
2
W5
2
W5 2
S5
1C
S5
3
S5
3
S5
4
S5
2
S5
1
S5
1C
S5
2
S5
3
S5
4
S5
1
W5
1
S5
2
S5
3
S5
4
S5
1
W5
1
S5
1A
S5
1
W5
4
S5
3
S5
2
S5
1
S5
1
S5
4
S5
1
W5
2
S5
3
S5
1C
S51C
S5
3
S5
2
S5
1
S5
4
S5
1
W5
1
S5
2
S5
3
S5
4
S5
2
W5
1A
S5
1A
S5
3
S5
4
S5
1
W5
2
S5
2
S5
3
S54
S5
1
W5
1A
S5
2
S5
3
S5
4
S5
1
W5
1C
S5
2
S8
3
S84
S8
1
W8
2
S83
S8
1A
S8
1
S8
4
S8
1
W8
1A
S8
2
S8
3
S8
4
S8
1
W8
1A
S8
2
S8
3
S8
4
S8
1
W8
1A
S8
2
S8
3
S8
4
S8
1
W8
2
S3
3
S3
4
S3
1
S3
2
S3
3
S3
4
S3
1
S3
1
S3
2
S3
3
S3
4
S3
1C
S3
1
S5
4
S5
2
W5
2
S5
3
S5
1A
S5
1A
S5
2
W5
4
S5
3
S5
2
S51
S5
1A
S5
2
S5
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
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4501 Charlotte Park Dr., ● Suite 100
Charlotte, NC 28217
p. 704.599.4377 ● f. 704.509.9330
Project Number:
Drawn By: Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 7 -FLOOR PLAN -AREA A1
2
S6 3
S6
2
W6
1
S6
2
W5
4
S5
1
S5
2
S5
3
S5
1C
S5
1C
S5
4
S5
2
W5
3
S5
1
S5
2
S5
4
S5 1
W5
3
S5
2
S5
1A
S5
1
S5
2
S5
3
S5
4
S5
2
W5
1A
S5
1A
S5
3
S5
4
S5
1
W5
2
S5
2
S5
4
S5
3
S5
1
W5
1A
S5
1A
S5
4
S5
2
W5
3
S5
2
S5
1
S5
1A
S5
3
S5
4
S5
1
W5
1
S53
S5
2
S5
4
S5
2
W5
1C
S5
2
S5
1A
S5
2
S5
3
S5
4
S5
1
W5
2
S5
3
S5
4
S5
1
W5 1
S5 2
S5 4
S5
3
S5
1
W5
1
S5
2
S54
S5
3
S5
1
W5
1
S5
1
W5
2
S5
1A
S5
4
S5
2
W5
3
S52
S5
1A
S5
4
S5
2
W5
3
S5
2
S5
1A
S5
4
S5
2
W5
3
S5
2
S51
S52
S5
3
S5
4
S5
2
W5
1A
S5
1A
S5
3
S54
S5
1
W5
2
S4
4
S5
2
S5
1
W5
3
S5
1C
S5
1
S54
S5
1
W5
3
S5
2
S5
2
S8
4
S8
1
W8
3
S8
1
S8
1A
S4
DRAWN BY CHECKED BY
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THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
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Scale: 1/8" = 1'-0"
LEVEL 7 -FLOOR PLAN -AREA B1
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
1C
S6
1
S6
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
2
S6 3
S6
1
W6
4
S6
1A
S6
2
S6
3
S6
2
S6
1
W6
4
S6
1C
S6
1
W6
4
S6
3
S6
1A
S6
1C
S6 2
S6
3
S6
4
S6
2
W6
1
S6
2
W6
4
S6
1
S6
3
S6
2
S6
1C
S6
2
W6
4
S6
1
S6
3
S6
2
S6
1C
S6
2
W6
4
S6
1
S6
3
S6
2
S6
1C
S
1
S6
3
S64
S6
1
W6
2
S6
1C
S6
2
S64
S6
3
S6
1
W6
1C
S6
2
S63
S6
1
W6
4
S6
2
S6
3
S6
2
W6
4
S6
1
S5
DRAWN BY CHECKED BY
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DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 7 -FLOOR PLAN -AREA C1
2
S5
4
S51
W5
3
S5
2
S5
1A
S5
2
W5
4
S5
3
S5 1
S5
1A
S5
3
S5 2
S5
4
S5
1
W5
2
S5
1A
S5
3
S5
4
S5
1
W5
2
S5
3
S5
4
S5
1
W5
1A
S5
1A
S5
1
S5 2
S5 3
S5
4
S5
2
W5
4
S5
1C
S5
3
S5 4
S5
1
W5
2
S5
2
S5
3
S5
4
S5
1
W5
1A
S5
1
S5
4
S5
2
W5
2
W5 2
S5
1C
S5
3
S5
3
S5
4
S5
2
S5
1
S5
1C
S5
2
S5
3
S5
4
S5
1
W5
1
S5
2
S5
3
S5
4
S5
1
W5
1
S5
1A
S5
1
W5
4
S5
3
S5
2
S5
1
S5
1
S5
4
S5
1
W5
2
S5
3
S5
1C
S51C
S5
3
S5
2
S5
1
S5
4
S5
1
W5
1
S5
2
S5
3
S5
4
S5
2
W5
1A
S5
1A
S5
3
S5
4
S5
1
W5
2
S5
2
S5
3
S54
S5
1
W5
1A
S5
2
S5
3
S5
4
S5
1
W5
1C
S5
2
S8
3
S84
S8
1
W8
2
S83
S8
1A
S8
1
S8
4
S8
1
W8
1A
S8
2
S8
3
S8
4
S8
1
W8
1A
S8
2
S8
3
S8
4
S8
1
W8
1A
S8
2
S8
3
S8
4
S8
1
W8
2
S3
3
S3
4
S3
1
W3
1
S3
2
S3
3
S3
4
S3
1
W3
1
S3
1
S3
2
S3
3
S3
2
W3
4
S3
1C
S3
1
S5
4
S5
2
W5
2
S5
3
S5
1A
S5
1A
S5
2
W5
4
S5
3
S5
2
S51
S5
1A
S5
2
S5
DRAWN BY CHECKED BY
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THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
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DISCLAIMER:
SEAL:
ISSUE
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DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 8 -FLOOR PLAN -AREA A1
2
S6 3
S6
2
W6
1
S6
2
W5
4
S5
1
S5
2
S5
3
S5
1C
S5
1C
S5
4
S5
2
W5
3
S5
1
S5
2
S5
4
S5 1
W5
3
S5
2
S5
1A
S5
1
S5
2
S5
3
S5
4
S5
2
W5
1A
S5
1A
S5
3
S5
4
S5
1
W5
2
S5
2
S5
4
S5
3
S5
1
W5
1A
S5
1A
S5
4
S5
2
W5
3
S5
2
S5
1
S5
1A
S5
3
S5
4
S5
1
W5
1
S53
S5
2
S5
4
S5
2
W5
1C
S5
2
S5
1A
S5
2
S5
3
S5
4
S5
1
W5
2
S5
3
S5
4
S5
1
W5 1
S5 2
S5 4
S5
3
S5
1
W5
1
S5
2
S54
S5
3
S5
1
W5
1
S5
1
W5
2
S5
1A
S5
4
S5
2
W5
3
S52
S5
1A
S5
4
S5
2
W5
3
S5
2
S5
1A
S5
4
S5
2
W5
3
S5
2
S51
S52
S5
3
S5
4
S5
2
W5
1A
S5
1A
S5
3
S54
S5
1
W5
2
S4
4
S5
2
S5
1
W5
3
S5
1C
S5
1
S54
S5
1
W5
3
S5
2
S5
2
S8
4
S8
1
W8
3
S8
1
S8
1A
S4
DRAWN BY CHECKED BY
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THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
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p. 704.599.4377 ● f. 704.509.9330
Project Number:
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DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 8 -FLOOR PLAN -AREA B1
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
1C
S6
1
S6
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
2
S6
1
S6
1C
S6
3
S6
2
W6 4
S6
2
S6 3
S6
1
W6
4
S6
1A
S6
2
S6
3
S6
2
S6
1
W6
4
S6
1C
S6
1
W6
4
S6
3
S6
1A
S6
1C
S6 2
S6
3
S6
4
S6
2
W6
1
S6
2
W6
4
S6
1
S6
3
S6
2
S6
1C
S6
2
W6
4
S6
1
S6
3
S6
2
S6
1C
S6
2
W6
4
S6
1
S6
3
S6
2
S6
1C
S
1
S6
3
S64
S6
1
W6
2
S6
1C
S6
2
S64
S6
3
S6
1
W6
1C
S6
2
S63
S6
1
W6
4
S6
2
S6
3
S6
2
W6
4
S6
1
S5
DRAWN BY CHECKED BY
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THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
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REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
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DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 8 -FLOOR PLAN -AREA C1
2
S5
4
S51
W5
3
S5
2
S5
1A
S5
2
W5
4
S5
3
S5 1
S5
1A
S5
3
S5 2
S5
4
S5
1
W5
2
S5
1A
S5
3
S5
4
S5
1
W5
2
S5
3
S5
4
S5
1
W5
1A
S5
1A
S5
1
S5 2
S5 3
S5
4
S5
2
W5
4
S5
1C
S5
3
S5 4
S5
1
W5
2
S5
2
S5
3
S5
4
S5
1
W5
1A
S5
1
S5
4
S5
2
W5
2
W5 2
S5
1C
S5
3
S5
3
S5
4
S5
2
S5
1
S5
1C
S5
2
S5
3
S5
4
S5
1
W5
1
S5
2
S5
3
S5
4
S5
1
W5
1
S5
1A
S5
1
W5
4
S5
3
S5
2
S5
1
S5
1
S5
4
S5
1
W5
2
S5
3
S5
1C
S51C
S5
3
S5
2
S5
1
S5
4
S5
1
W5
1
S5
2
S5
3
S5
4
S5
2
W5
1A
S5
1A
S5
3
S5
4
S5
1
W5
2
S5
2
S5
3
S54
S5
1
W5
1A
S5
2
S5
3
S5
4
S5
1
W5
1C
S5
2
S8
3
S84
S8
1
W8
2
S83
S8
1A
S8
1
S8
4
S8
1
W8
1A
S8
2
S8
3
S8
4
S8
1
W8
1A
S8
2
S8
3
S8
4
S8
1
W8
1A
S8
2
S8
3
S8
4
S8
1
W8
2
S3
3
S3
4
S3
1
W3
1
S3
2
S3
3
S3
4
S3
1
W3
1
S3
1
S3
2
S3
3
S3
2
W3
4
S3
1C
S3
1
S5
4
S5
2
W5
2
S5
3
S5
1A
S5
1A
S5
2
W5
4
S5
3
S5
2
S51
S5
1A
S5
2
S5
DRAWN BY CHECKED BY
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THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
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REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
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Scale: 1/8" = 1'-0"
LEVEL 9-10 -FLOOR PLAN -AREA A1
2
W5
4
S5
1
S5
2
S5
3
S5
1C
S5
1C
S5
4
S5
2
W5
3
S5
1
S5
2
S5
4
S5 1
W5
3
S5
2
S5
1A
S5
1
S5
2
S5
3
S5
4
S5
2
W5
1A
S5
1A
S5
3
S5
4
S5
1
W5
2
S5
2
S5
4
S5
3
S5
1
W5
1A
S5
1A
S5
4
S5
2
W5
3
S5
2
S5
1
S5
1A
S5
3
S5
4
S5
1
W5
1
S53
S5
2
S5
4
S5
2
W5
1C
S5
2
S5
1A
S5
2
S5
3
S5
4
S5
1
W5
2
S5
3
S5
4
S5
1
W5 1
S5 2
S5 4
S5
3
S5
1
W5
1
S5
2
S54
S5
3
S5
1
W5
1
S5
1
W5
2
S5
1A
S5
4
S5
2
W5
3
S52
S5
1A
S5
4
S5
2
W5
3
S5
2
S5
1A
S5
4
S5
2
W5
3
S5
2
S51
S52
S5
3
S5
4
S5
2
W5
1A
S5
1A
S5
3
S54
S5
1
W5
2
S4
4
S5
2
S5
1
W5
3
S5
1C
S5
1
S54
S5
1
W5
3
S5
2
S5
2
S8
4
S8
1
W8
3
S8
1
S8
1A
S4
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
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LEVEL 9-10 -
FLOOR PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCAuthor Checker
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ● Suite 100
Charlotte, NC 28217
p. 704.599.4377 ● f. 704.509.9330
Project Number:
Drawn By: Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 9-10 -FLOOR PLAN -AREA B1
2"
3"
3"
2"
2"
3/4"
3/4"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"1/2"
3/4"
3/4"
3/4"3/4"
1/2"
1/2"
1/2"
3/4"
KS-1
IMB
WHE-1
HD
WMBBT-1
WC-1 LAV-1
1
S 4
S
3
S
2
S
1
W
4
S
3"3"
2"
2"
2"
1/2"
1/2"
1/2"
3/4"
1/2"
1/2"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
3/4"
3/4"1A
S
1
W
2
S3
S
HD
WC-1
LAV-1
BT-1
LAV-1
KS-1
IMB
WHE-1
WHE-1
HD
4
S
3
S
1
W
3"3"
2"
2"
2"
3/4"
3/4"
1/2"
1/2"
1/2"
1/2"
1/2"
3/4"
1/2"
3/4"
1/2"1/2"
3/4"
3/4"
1/2"
1/2"
3/4"
3/4"
1
S
2
S
KS-1IMB
WMB
BT-1
WC-1LAV-1
4
S
1/2"1/2"
3/4"
3/4"
1
W
WHE-1
3/4"
3/4"
1/2"
3/4"
3/4"
3/4"
1/2"
1/2"
2"3"
3"
2"
1/2"
1/2"
1/2"
3/4"
3/4"3/4"
1/2"
1/2"
1/2"
1/2"
2
S
1A
SBT-1
WC-1
LAV-1
LAV-1
KS-1
IMB
WMB
3
S
1. PROVIDE WALL BOX IN PLENUM SPACE WITH SNAP ON
GRILL FOR CONDENSATE DRAINAGE, T&P VALVE AND PAN.
2. PROVIDE SHUT-OFF VALVE AND REMOTE WATER METER.
PLUMBING GENERAL NOTES
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
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UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCAuthor Checker
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ● Suite 100
Charlotte, NC 28217
p. 704.599.4377 ● f. 704.509.9330
Project Number:
Drawn By: Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/4" = 1'-0"
UNIT S21
Scale: 1/4" = 1'-0"
UNIT A12
Scale: 1/4" = 1'-0"
UNIT A63
Scale: 1/4" = 1'-0"
UNIT AD24
2
W
WHE-2
1"1"
3/4"
3/4"
1/2"
1/2"
3/4"3/4"
1/2"
1/2"
3/4"3/4"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
3/4"
3/4"
1/2"
1/2"
3/4"
3/4"
3/4"
1/2"
1/2"
1/2"
1/2"
1/2"
3/4"3/4"
3/4"
2"
3"
2"
2"
3"
3"
3"
2"
2"
2"
4
S
3
S
2
S
1
S
1A
SLAV-1 LAV-1 WC-1
BT-1
HD
WMB
KS-1
LAV-1
WC-1
BT-1
2
W
WHE-2
1"
1"
4
S
HD
3"
3"
2"
2"
3"3"
2"
2"
2"
1/2"
1/2"
1/2"1/2"
1/2"
1/2"
1/2"
3/4"
3/4"
3/4"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"1/2"
1"
1"
1"
1"
1/2"
3/4"1/2"
1/2"1/2"1/2"
3
S2
S
1C
S
1
S
WMB
KS-1 IMB
SH-1
LAV-1 LAV-1 WC-1
LAV-1 WC-1
BT-13/4"
3/4"
2
W
WHE-2
HD
2"
2"
2"
3"3"
3"3"
2"
2"
2"
1"1"
3/4"
3/4"3/4"
1/2"
1/2"
3/4"3/4"
1/2"
3/4"
3/4"
1/2"
1/2"
3/4"
3/4"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
1/2"
3/4"
WMB
LAV-1
LAV-1
WC-1
SH-1
KS-1
IMB
LAV-1 WC-1
BT-1
3/4"
3/4"
1"
1/2"
1/2"3/4"
1/2"1/2"
1/2"4
S1C
S
2
S
1
S
3
S
1. PROVIDE WALL BOX IN PLENUM SPACE WITH SNAP ON
GRILL FOR CONDENSATE DRAINAGE, T&P VALVE AND PAN.
2. PROVIDE SHUT-OFF VALVE AND REMOTE WATER METER.
PLUMBING GENERAL NOTES
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
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UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCAuthor Checker
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ● Suite 100
Charlotte, NC 28217
p. 704.599.4377 ● f. 704.509.9330
Project Number:
Drawn By: Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/4" = 1'-0"
UNIT B11
Scale: 1/4" = 1'-0"
UNIT B22
Scale: 1/4" = 1'-0"
UNIT BA13
CO2
CN
S
TS
T
A
CD CONDENSATE DRAINAGE
REF-L
REF-S
REFRIGERANT-LIQUID
REFRIGERANT-SUCTION
2"
PIPING SYMBOLS
KEYNOTE
CONTINUATION SYMBOL
NUMBER OF SHEET WHERE DETAIL APPEARS
NUMBER OF DETAIL ON SHEET
REVISION NUMBER -SHOWN ON PLANS
ROOM NAME AND NUMBER
AREA NOT IN CONTRACT
ABOVE GROUND PIPING (NEW)
PIPE SIZE TAG (DIAMETER)
PIPE RISEPIPE DROP
PIPE TEE
1
-
---
* NOTE *
THE SYMBOLS AND ABBREVIATIONS SHOWN ON THIS SHEET MAY OR MAY NOT BE
USED IN THIS SET OF DRAWINGS.
Room
15
16x8
16/8
F
S
M
B
D
C
16Ø
EA
OA
TA
RA
SA
EXHAUST AIR
OUTSIDE AIR
RETURN AIR
SUPPLY AIR
TRANSFER AIR
GRILLES, REGISTERS & DIFFUSERS TAG
CFM
NECK SIZE / MODULE SIZE
NEW OVAL DUCT SIZE TAG (WIDTH / HEIGHT)
NEW SQUARE DUCT SIZE TAG (WIDTH x HEIGHT)
MECHANICAL SYMBOLS
RECTANGULAR SUPPLY/OUTSIDE AIR DUCT RISE
RECTANGULAR RETURN/TRANSFER AIR DUCT RISE
MECHANICAL EQUIPMENT TAGS
NEW ROUND DUCT SIZE TAG (DIAMETER)
LINEAR DIFFUSER TAG
CFMTYPE (SEE SCHEDULE)
NECK SIZE
ROUND SUPPLY/OUTSIDE AIR DUCT RISE
ROUND RETURN/TRANSFER AIR DUCT RISE
RECTANGULAR EXHAUST/RELIEF AIR DUCT RISE
ROUND EXHAUST/RELIEF AIR DUCT RISE
DROP
DROP
DROP
DROP
DROP
DROP
GE GREASE EXHAUST AIR
EQUIPMENT BY OTHERS
(REFER TO OTHER
DISCIPLINE FOR
ADDITIONAL INFORMATION)
FLUE EXHAUST GAS FLUE
TYPE (SEE SCHEDULE)
PIPE ACCESSORY TAGS
SENSOR TAGS
DAMPER TAGS
MANUAL BALANCING DAMPER
BACKDRAFT DAMPER
FIRE DAMPER
SMOKE DAMPER
MOTORIZED DAMPER
SENSOR
THERMOSTAT
TEMPERATURE SENSOR
COMBINATION CO/NO2 SENSOR
CARBON DIOXIDE SENSOR
CAP
10"A 400SQUARE LAY-IN
AIR DEVICE
CEILING
GRILLE/REGISTER
LINEAR AIR DEVICE
ROUND AIR DEVICE 12"C 400
12x10SG5500
48x3E400
8"J 200
LINEAR SLOT DIFFUSER
HP
XX
Ø ROUND
(F)FUTURE
A/C ABOVE CEILING
AAV AUTOMATIC AIR VENT
ABV ABOVE
AC AIR CONDITIONING
ACC AIR COOLED CONDENSER
ACCH AIR COOLED CHILLER
ACF AIR CURTAIN FAN
AD ACCESS DOOR
ADD ADDENDUM
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFUE ANNUAL FUEL UTILIZATION EFFICIENCY
AH AIR HANDLER
AHJ AUTHORITY HAVING JURISDICTION
AHU AIR HANDLING UNIT
ALT ALTERNATE
ALUM ALUMINUM
AP ACCESS PANEL
ARCH ARCHITECT/ARCHITECTURAL
AS AIR SEPARATOR
B BOILER
BAS BUILDING AUTOMATION SYSTEM
BDD BACKDRAFT DAMPER
BF BOOSTER FAN
BFF BELOW FINISHED FLOOR
BLW BELOW
BOD BOTTOM OF DUCT
BPD BYPASS DAMPER
BTU BRITISH THERMAL UNITS
BTUH BRITISH THERMAL UNITS PER HOUR
C AIR COMPRESSOR
CAP CAPACITY
CD CONDENSATE DRAIN
CEH CEILING HEATER
CF CIRCULATION FAN
CFM CUBIC FEET PER MINUTE
CH WATER-COOLED CHILLER
CH CHILLER
CHP CHILLED WATER PUMP
CLG COOLING
CO CLEAN OUT
COP COEFFICIENT OF PERFORMANCE
CRD CEILING RADIATION DAMPER
CRP CONDENSATE RECEIVER & PUMP
CT COOLING TOWER
CU AIR COOLED CONDENSING UNIT
CUH CABINET UNIT HEATER
CW COLD WATER
CWP CONDENSER WATER PUMP
D DEGREE
DAD DUCT ACCESS DOOR
DB DRY BULB
DE DISHWASHER EXHAUST
DIA DIAMETER
DN DOWN
DP DEW POINT
DS DUCT SILENCER
EA EXHAUST AIR
EAT ENTERING AIR TEMPERATURE
EBH ELECTRIC BASEBOARD HEATER
EF EXHAUST FAN
ELEC ELECTRICAL
EPF ELEVATOR PRESSURIZATION FAN
EQUIP EQUIPMENT
ER EXHAUST REGISTER
ERU ENERGY RECOVERY UNIT
ERV ENERGY RECOVERY VENTILATOR
ESP EXTERNAL STATIC PRESSURE
ET EXPANSION TANK
EUH ELECTRIC UNIT HEATER
EWC ELECTRIC WATER COOLER
EWH ELECTRIC WALL HEATER
EWT ENTERING WATER TEMPERATURE
EX EXISTING
EXIST EXISTING
F DEGREES FAHRENHEIT
FA FREE AREA
FCU FAN COIL UNIT
FD FLOOR DRAIN
FD FIRE DAMPER
FL FLOOR
FO FUEL OIL
FOF FUEL OIL FILL
FOR FUEL OIL RETURN
FOS FUEL OIL SUPPLY
FOT FLAT ON TOP
FOV FUEL OIL VENT
FPM FEET PER MINUTE
FSCP FIREFIGHTERS SMOKE CONTROL PANEL
FSD COMBINATION FIRE/SMOKE DAMPER
FT HD H2O FEET OF WATER
FT FOOT/FEET
GAL GALLON
GC GENERAL CONTRACTOR
GE GREASE EXHAUST
GEF GARAGE EXHAUST FAN
GPM GALLONS PER MINUTE
GR GRILLE (AIR DEVICE WITHOUT
A BALANCING DAMPER)
GUH GAS FIRED UNIT HEATER
GWP GLYCOL WATER PUMP
H HUMIDISTAT
HEX HEAT EXCHANGER
HP HEAT PUMP
HP HORSE POWER
HSPF HEATING SEASONAL PERF
HTG HEATING
HV HEATING AND VENTILATING UNIT
HVLS HIGH VOLUME LOW SPEED
HW HOT WATER
HWP HOT WATER PUMP
ID INSIDE DIAMETER
IEER INTEGRATED ENERGY
EFFICIENCY RATIO
IH INTAKE HOOD
IN INCH
IRH INFRARED HEATER
KEF KITCHEN HOOD EXHAUST FAN
KW KILOWATT
LAT LEAVING AIR TEMPERATURE
LB POUND
LB/HR POUNDS PER HOUR
LP LOW PRESSURE
LPG LIQUEFIED PETROLEUM GAS
LSW LOW SIDEWALL (12" AFF)
LWT LEAVING WATER TEMPERATURE
MAT MIXED AIR TEMPERATURE
MAU MAKE-UP AIR UNIT
MAV MANUAL AIR VENT
MAX MAXIMUM
MBH ONE THOUSAND BTU PER HOUR
MD MOTORIZED DAMPER
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MOV MOTORIZED VALVE
MT MOUNT
MTR MOTOR
MU/A MAKE-UP/AIR
MVD MANUAL VOLUME DAMPER
N/A NOT APPLICABLE
NC NOISE CRITERIA
NC NORMALLY CLOSED (FAIL CLOSED)
NIC NOT IN CONTRACT
NO NUMBER
NO NORMALLY OPEN (FAIL OPEN)
NTS NOT TO SCALE
OA OUTSIDE AIR
OAU OUTSIDE AIR UNIT
OBD OPPOSED BLADE DAMPER
OC ON CENTER
OD OUTSIDE DIAMETER
OED OPEN ENDED DUCT
OPG OPENING
ORD OVERFLOW ROOF DRAIN
PCHP PRIMARY CHILLED WATER PUMP
PD PRESSURE DROP
PDU POOL DEHUMIDIFICATION UNIT
PER POOL EQUIPMENT ROOM
PIU FAN-POWERED INDUCTION UNIT
PLBG PLUMBING
POC POINT OF CONNECTION
PRESS PRESSURE
PRV PRESSURE REDUCING VALVE
PSI POUNDS PER SQUARE INCH
PSIG POUNDS PER SQUARE INCH GAUGE
PTAC PACKAGED TERMINAL AIR CONDITIONER
PTHP PACKAGED TERMINAL HEAT PUMP
R RISE
RA RETURN AIR
RCP RADIANT CEILING PANEL
REC RECESSED
RED REDUCER
REG REGISTER (AIR DEVICE WITH FACE
OPERATED BALANCING DAMPER)
RLA RELIEF AIR
RH RELIEF HOOD
RH RELATIVE HUMIDITY
RHG REFRIGERANT HOT GAS
RL REFRIGERANT LIQUID
RL/A RELIEF AIR
RM ROOM
RPM REVOLUTIONS PER MINUTE
RS REFRIGERANT SUCTION
RTU ROOF TOP UNIT
S/A SUPPLY AIR
SA SUPPLY AIR
SCHP SECONDARY CHILLED WATER PUMP
SCU WATER-COOLED SELF-CONTAINED
AIR CONDITIONING UNIT
SD SMOKE DAMPER
SEER SEASONAL ENERGY EFFICIENCY RATIO
SEF SMOKE EXHAUST FAN
SENS SENSIBLE
SF SUPPLY FAN
SF SQUARE FOOT
SG SUPPLY GRILLE
SM SURFACE MOUNT
SPF STAIR PRESSURIZATION FAN
SR SUPPLY REGISTER
SS STAINLESS STEEL (TYPE 316 UNO)
SSF SOLIDS SEPARATION FILTRATION UNIT
STM STEAM
T THERMOSTAT
TD TRANSFER DUCT
TD TEMPERATURE DROP
TE TOILET EXHAUST
TEMP TEMPERATURE
TOD TOP OF DUCT
TSTAT THERMOSTAT
TWP TEMPERED WATER PUMP
TXR TRANSFER
TYP TYPICAL
UCD UNDER CUT DOOR
UG UNDERGROUND
UNO UNLESS NOTED OTHERWISE
V VENT
VAV VARIABLE AIR VOLUME
VENT VENTILATION
VFD VARIABLE FREQUENCY DRIVE
VRV/VRF VARIABLE REFRIGERANT VOLUME
VARIABLE REFRIGERANT FLOW
VTAC VERTICAL PACKAGED TERMINAL AC UNIT
VVT VARIABLE VOLUME/VARIABLE TEMPERATURE
TERMINAL UNIT
WB WET BULB
WC WATER COLUMN
WG WATER GAUGE
WL WALL LOUVER
WMS WIRE MESH SCREEN
WSHP WATER SOURCE HEAT PUMP
ZD ZONE DAMPER
ABBREVIATIONS
PIPE TEE FROM
BOTTOM
PIPE TEE FROM TOP
PIPE FITTINGS
CEILING RADIATION
DAMPER
CO/NO2 GAS DETECTION SYSTEM ALARM
DUCT TRANSITION16x824x8
LINED DUCT
FLEX DUCT
DUCT SMOKE DETECTOR
DRYER BOX
WALL CAP
12x10SG5500SIDEWALL GRILLE/
REGISTER
AIRFLOW SYMBOLS
SUPPLY RETURN / INTAKE /
EXHAUST
UCD 1" UNDERCUT DOOR
WALL LOUVER
TURNING VANES GRD TAKEOFF
(SEE DETAILS)
MECHANICAL EQUIPMENT
WITH SERVICE AND
AIRFLOW CLEARANCES (AS
REQUIRED BY THE
MANUFACTURER)
HP
XX
NEW EQUIPMENT
PLENUM RATED SOFFIT
NON-PLENUM RATED SOFFIT
CO
A
R
CONSTANT AIRFLOW
REGULATOR
COMBINATION
FIRE/SMOKE DAMPER
THE MECHANICAL CONTRACTOR SHALL COORDINATE THE ELECTRICAL CHARACTERISTICS OF ALL HVAC EQUIPMENT
(VOLTAGE, PHASE, MCA, MOCP, ETC.) WITH THE ELECTRICAL CONTRACTOR AND THE ELECTRICAL PLANS PRIOR TO
SUBMITTING OR ORDERING ANY MECHANICAL EQUIPMENT. ANY SUBSEQUENT MISMATCH BETWEEN THE MECHANICAL
EQUIPMENT ELECTRICAL REQUIREMENTS AND THE ELECTRICAL SERVICE, AS DESIGNED AND PROVIDED, SHALL BE THE
RESPONSIBILITY OF THE MECHANICAL CONTRACTOR WITH NO ADDITIONS TO THE CONTRACT.
MECHANICAL/ELECTRICAL COORDINATION STATEMENTS REQUIRED BY HVAC GENERAL NOTES AND SPECIFICATION
SECTION 230000 , PARAGRAPH 1.06.E SHALL BE INCLUDED WITH HVAC EQUIPMENT SUBMITTALS/SHOP DRAWINGS.
MECH/ELEC COORDINATION
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
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ALS SDW
2247601
COVER SHEET
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
MECHANICAL SHEET LIST
Sheet Number Sheet Name
M00.01 COVER SHEET
M00.02 GENERAL NOTES
M00.03 SEQUENCES
M02.01A LEVEL 1 - FLOOR PLAN - AREA A
M02.01B LEVEL 1 - FLOOR PLAN - AREA B
M02.01C LEVEL 1 - FLOOR PLAN - AREA C
M02.02A LEVEL 2 - FLOOR PLAN - AREA A
M02.02B LEVEL 2 - FLOOR PLAN - AREA B
M02.02C LEVEL 2 - FLOOR PLAN - AREA C
M02.03A LEVEL 3 - FLOOR PLAN - AREA A
M02.03B LEVEL 3 - FLOOR PLAN - AREA B
M02.03C LEVEL 3 - FLOOR PLAN - AREA C
M02.04A LEVEL 4 - FLOOR PLAN - AREA A
M02.04B LEVEL 4 - FLOOR PLAN - AREA B
M02.04C LEVEL 4 - FLOOR PLAN - AREA C
M02.05A LEVEL 5 - FLOOR PLAN - AREA A
M02.05B LEVEL 5 - FLOOR PLAN - AREA B
M02.05C LEVEL 5 - FLOOR PLAN - AREA C
M02.06A LEVEL 6 - FLOOR PLAN - AREA A
M02.06B LEVEL 6 - FLOOR PLAN - AREA B
M02.06C LEVEL 6 - FLOOR PLAN - AREA C
M02.07A LEVEL 7 - FLOOR PLAN - AREA A
M02.07B LEVEL 7 - FLOOR PLAN - AREA B
M02.07C LEVEL 7 - FLOOR PLAN - AREA C
M02.08A LEVEL 8 - FLOOR PLAN - AREA A
M02.08B LEVEL 8 - FLOOR PLAN - AREA B
M02.08C LEVEL 8 - FLOOR PLAN - AREA C
M02.09A LEVEL 9-10 - FLOOR PLAN - AREA A
M02.09B LEVEL 9-10 - FLOOR PLAN - AREA B
M02.09C LEVEL 9 - LOW ROOF - FLOOR PLAN - AREA C
M02.10A ROOF PLAN - AREA A
M02.10B ROOF PLAN - AREA B
M04.01 UNIT PLANS
M04.02 UNIT PLANS
M04.03 UNIT PLANS
M04.04 UNIT PLANS
M05.01 DETAILS
M05.02 DETAILS
M05.03 DETAILS
M05.04 DETAILS
M05.05 DETAILS
M06.01 SCHEDULES
M06.02 SCHEDULES
M07.01 CALCULATIONS
M07.02 CALCULATIONS
PRICING NOTES
THE INFORMATION CONTAINED WITHIN THESE DOCUMENTS IS GENERAL IN NATURE AND, AS SUCH, MAY NOT
DESCRIBE ALL COMPONENTS OR CONDITIONS NECESSARY FOR THE COMPLETED PROJECT. THE CONTRACTOR,
BY USING THESE DOCUMENTS AS PART OF ANY EFFORT TO ESTABLISH A GUARANTEED MAXIMUM PRICE (GMP)
FOR CONSTRUCTION, ACKNOWLEDGES THE INCOMPLETE NATURE OF THE INFORMATION CONTAINED HEREIN,
AND WILL THEREFORE, INCORPORATE REASONABLE AMOUNTS AND ASSUMPTIONS IN THEIR ESTIMATE
NECESSARY TO PROVIDE A COMPLETE PROJECT THAT IS CONSISTENT WITH THE DESIGN INTENT OF THESE
DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR ALL MECHANICAL ELECTRICAL, PLUMBING, AND FIRE
PROTECTION FEATURES INDICATED IN THE DOCUMENTS AS COMPLETE, SAFE, AND WORKING SYSTEMS. ANY
FEATURE INDICATED IN ONE DISCIPLINE'S DESIGN IS ASSUMED TO BE INCLUDED AND INCORPORATED IN ALL
DISCIPLINES AND SHOULD BE COORDINATED BETWEEN SUB-CONTRACTORS AS NECESSARY AND REQUIRED FOR
FULLY FUNCTIONING SYSTEMS. SHOULD THE CONTRACTOR NOTE ANY CONFLICTING OR CONTRADICTORY
INFORMATION IN THESE DOCUMENTS, THEY ARE INSTRUCTED TO NOTIFY THE ARCHITECT IMMEDIATELY OR
IDENTIFY THE ITEM AS A SEPARATE LINE ITEM AND PRICE THE MORE COSTLY OF THE DIFFERING CONDITIONS.
PROVIDE COMPLETE, SAFE, AND WORKING CODE COMPLIANT SYSTEMS, INCLUDING DUCTWORK, PIPING,
INSULATION, EQUIPMENT, DRAINS, CONTROLS, BALANCING DAMPERS, BALANCING VALVES, ETC. WITH THE
ELECTRICAL SERVICE COORDINATED AND PROVIDED BY THE ELECTRICAL CONTRACTOR.
AIR DISTRIBUTION SYSTEMS SHALL BE COMPLETE WITH DUCTWORK, GRILLES, REGISTERS, DIFFUSERS,
BALANCING DAMPERS, BACK DRAFT DAMPERS, ETC. ALL OUTSIDE AIR INTAKE DUCT CONNECTIONS TO LOUVERS,
HOODS OR FAN DRIVEN EQUIPMENT (FANS, AIR HANDLING UNITS, ENERGY RECOVERY UNITS, ETC.) SHALL BE
PROVIDED WITH MOTOR OPERATED DAMPERS. DIFFUSERS, REGISTERS AND GRILLES SHALL BE COMPATIBLE
WITH REFLECTED CEILING PLANS AS INDICATED ON THE ARCHITECTURAL DRAWINGS. THE SYSTEMS SHALL BE
TESTED AND BALANCED AND MADE READY FOR USE.
FIRE DAMPERS, COMBINATION FIRE/SMOKE DAMPERS AND SMOKE DAMPERS SHALL BE PROVIDED TO PROTECT
OPENINGS THROUGH RATED ASSEMBLIES AS INDICATED ON THE ARCHITECTURAL DRAWINGS.
PROVIDE CEILING OR WALL ACCESS PANELS AS REQUIRED FOR REMOVAL, REPLACEMENT, INSPECTION AND
GENERAL ACCESS FOR ALL EQUIPMENT AND ACCESSORIES INSTALLED ABOVE CEILINGS OR BEHIND WALLS,
INCLUDING FIRE DAMPERS, SMOKE DAMPERS, MOTOR OPERATED DAMPERS, MANUAL BALANCING DAMPERS,
VALVES, ETC. COORDINATE THE TYPE AND STYLE OF ACCESS PANELS REQUIRED WITH THE ARCHITECTURAL
DOCUMENTS.
ALL OUTSIDE AIR DUCTWORK (INCLUDING PLENUMS) SHALL BE INSULATED AND CONNECTED TO FCUs, ETC. WITH
A MOTORIZED DAMPER INTERLOCKED WITH THE RESPECTIVE EQUIPMENT.
INCLUDE PRICING TO PROVIDE TEMPORARY HEAT (ELECTRIC HEATERS SIZED AT 15 BTU/SF) FOR ALL
UNOCCUPIED TENANT SPACES.
PROVIDE AUXILIARY DRAIN PANS BELOW ALL FCUs, ETC. SERVING ELEVATOR MACHINE ROOMS, TELECOM
ROOMS AND ELECTRICAL ROOMS. ROUTE DRAIN PIPING TO THE NEAREST PLUMBING DRAIN.
ALL EQUIPMENT AND ACCESSORIES REQUIRING ELECTRICAL CONNECTIONS SHALL BE PROVIDED WITH
ELECTRICAL SERVICE, WITH ELECTRICAL NEEDS AND SERVICE REQUIREMENTS COORDINATED WITH THE
ELECTRICAL CONTRACTOR. ELECTRICAL SERVICE SHALL BE INCLUDED IN THE GMP PRICING.
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:23:02 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-M-r22_AustinS.rvtM00.02
ALS SDW
2247601
GENERAL
NOTES
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
HVAC GENERAL NOTES
1.ALL MECHANICAL EQUIPMENT AND INSTALLATIONS SHALL CONFORM WITH THE REQUIREMENTS OF THE 2018 INTERNATIONAL MECHANICAL CODE, THE 2018 INTERNATIONAL
BUILDING CODE, ASHRAE STANDARD 90.1-2010 AS ALLOWED BY THE 2018 INTERNATIONAL ENERGY CONSERVATION CODE, STATE AND LOCAL AMENDMENTS, NFPA 70 (NEC), 90A,
96, 101, UNDERWRITERS LABORATORIES (OR ETL) AND ALL APPLICABLE LOCAL CODES AND ORDINANCES.
2.THE LOCATIONS, ARRANGEMENT AND EXTENT OF EQUIPMENT, PIPING, SUPPORTS, DEVICES, CONDUIT, AND OTHER APPURTENANCES RELATED TO THE INSTALLATION OF
THE MECHANICAL AND ELECTRICAL WORK SHOWN ARE APPROXIMATE. THE DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE THE DRAWINGS, BUT REFER TO THE ARCHITECTURAL
DRAWINGS FOR EXACT DIMENSIONS OF BUILDING COMPONENTS. SHOULD A CONFLICT EXIST BETWEEN THE ARCHITECTURAL AND ENGINEERING DRAWINGS REGARDING
DIMENSIONS, SCALE, ETC., NOTIFY THE ARCHITECT IMMEDIATELY.
3.MATERIALS, EQUIPMENT OR LABOR NOT INDICATED, BUT WHICH CAN BE REASONABLY INFERRED TO BE NECESSARY FOR A COMPLETE INSTALLATION SHALL BE PROVIDED.
THE DRAWINGS AND SPECIFICATIONS DO NOT UNDERTAKE TO INDICATE EVERY ITEM OF MATERIAL, EQUIPMENT OR LABOR REQUIRED TO PRODUCE A SAFE, COMPLETE AND
PROPERLY OPERATING SYSTEM.
4.PRIOR TO PURCHASING ANY MATERIALS OR STARTING ANY WORK, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DUCTWORK SIZES AND LOCATIONS,
EQUIPMENT, ETC. SHOWN ON THE DRAWINGS OR AFFECTING THIS WORK AND SHALL REPORT ANY DEVIATIONS TO THE ARCHITECT.
5.SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO ORDERING, PURCHASING, OR FABRICATING ANY MECHANICAL
EQUIPMENT. SHOP DRAWINGS SHALL INCLUDE: ALL EQUIPMENT SCHEDULED OR SPECIFIED ON THE DRAWINGS; DUCTWORK DRAWN TO 1/4" SCALE OR THE SCALE SHOWN ON
THE DRAWINGS; PARKING GARAGE CO/NO2 MONITORING AND CONTROL SYSTEM LAYOUT PREPARED BY THE SYSTEM MANUFACTURER INCLUDING SENSOR LOCATIONS,
SEQUENCE OF OPERATION AND PRODUCT DATA; MECHANICAL VENTILATION CONTROLLERS, WALL CAPS, REFRIGERANT PIPING AND CONTROL WIRING SCHEMATICS CERTIFIED
BY THE AIR CONDITIONING EQUIPMENT MANUFACTURER.
A.WHERE SPLIT SYSTEMS ARE USED IN A “LONG LINE APPLICATION,”SUBMIT MANUFACTURER’S REFRIGERANT LINE SET ROUTING DRAWINGS AND ENGINEERED
CALCULATIONS SUPPORTING INSTALLED LINE LENGTHS AND RECOMMENDED SUCTION AND LIQUID LINE SIZES (DEVIATIONS IN THE INSTALLED LENGTHS AND SIZES SHALL BE
RECORDED ON THE AS-BUILT DRAWINGS AND COORDINATED WITH THE MANUFACTURER TO RECONFIRM THAT LONG LINE GUIDELINES ARE BEING MET). IDENTIFY AND PROVIDE
CUT SHEETS OF ANY AND ALL ACCESSORIES REQUIRED TO MAKE THE SYSTEM COMPLETE, FUNCTIONAL AND RELIABLE.
b.FAILURE TO SUBMIT CERTIFIED REFRIGERANT PIPING DRAWINGS SHALL BE CAUSE FOR REJECTION OF THE ENTIRE SUBMITTAL AND DOES NOT RELIEVE THE CONTRACTOR
OF COMPLYING WITH MANUFACTURER’S RECOMMENDATIONS.
c.LONG LINE REFRIGERANT PIPING APPLICATIONS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER’S CURRENT SPLIT SYSTEM LONG-LINE APPLICATION GUIDELINE.
d.ANY SPLIT SYSTEM WITH 75 FEET OF SEPARATION BETWEEN THE OUTDOOR UNIT AND INDOOR UNIT REQUIRES THAT THE CONTRACTOR OBTAIN A WARRANTY APPROVAL
LETTER FROM THE EQUIPMENT MANUFACTURER CERTIFYING THE LONG LINE LENGTH DISTANCES SHOWN ON THE SUBMITTED SHOP DRAWINGS ARE ACCEPTABLE.
e.HVAC EQUIPMENT SUBMITTALS SHALL INCLUDE, BUT NOT BE LIMITED TO, DATA SHEETS FOR ALL SYSTEM COMPONENTS, FAN SELECTIONS WITH PERFORMANCE CURVES AT
SITE CONDITIONS, ELECTRICAL CHARACTERISTICS (COORDINATED WITH ELECTRICAL SUBCONTRACTOR), WIRING DIAGRAMS, INSTALLATION, OPERATION AND MAINTENANCE
MANUALS, AHRI RATING CERTIFICATES FOR ACTUAL EQUIPMENT TO BE INSTALLED. FAILURE TO SUBMIT AHRI CERTIFICATES IS CAUSE FOR REJECTION OF THE SUBMITTAL.
SHOP DRAWINGS SHALL BE SUBMITTED SIMULTANEOUSLY IN ONE PACKAGE WITH EACH ITEM CLEARLY NOTED BY THE TAG USED ON THE DRAWINGS AND
SPECIFICATION SECTION PERTAINING TO THE ITEM.
6.ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AND MAINTAINED PER MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS.
7.ALL MECHANICAL EQUIPMENT AND SYSTEMS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE BY OWNER.
8.ALL HVAC COMPRESSORS SHALL HAVE EXTENDED 4-YEAR MANUFACTURER'S WARRANTY FOR A 5-YEAR TOTAL WARRANTY.
9.FOR EXACT LOCATION OF OUTDOOR AIR CONDITIONING UNITS, SEE ARCHITECTURAL DRAWINGS.
10.INSTALL GRADE MOUNTED OUTDOOR AIR CONDITIONING EQUIPMENT LEVEL ON 2" (MIN.) THICK POLYPROPYLENE EQUIPMENT PAD 4" LARGER THAN OUTDOOR UNIT
FOOTPRINT; DIVERSITECH "E LITE”PAD OR APPROVED EQUAL EXTENDING 4" BEYOND UNIT PERIMETER.
11.[INSTALL ROOF MOUNTED OUTDOOR AIR CONDITIONING EQUIPMENT LEVEL ON SUPPORTS AS INDICATED ON THE DETAIL SHEETS. MOUNT ALL EQUIPMENT ON 3/8”THICK
NEOPRENE PADS (MINIMUM OF 4 PADS PER UNIT). ALL ROOFTOP MOUNTED EQUIPMENT SHALL BE INSTALLED PER DETAILS AND AS RECOMMENDED BY THE MANUFACTURER.
12.SPLIT SYSTEM OUTDOOR UNIT EQUIPMENT HAS BEEN SHOWN ON THE PLANS INDICATING MATCHED SYSTEMS OF THE INDOOR UNIT WITH ITS ASSOCIATED OUTDOOR UNIT.
WHILE THE LOCATION OF THE OUTDOOR UNITS ARE APPROXIMATE, THE IMPORTANCE OF UNIT LOCATIONS IN RELATION TO THE REFRIGERANT LINE SET LENGTH IS CRITICAL
FOR THE PROJECT. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION AND OBSERVE THE MANUFACTURER’S INSTALLATION INSTRUCTIONS FOR LONG LINE
APPLICATIONS. REFRIGERANT LINE SETS SHALL BE INSTALLED TO REDUCE THE SYSTEM TOTAL EQUIVALENT LENGTH AND MINIMIZE SYSTEM CAPACITY LOSSES DUE TO ELBOWS,
FITTINGS, VALVES, ETC. THAT COMPRISE THE ENTIRE REFRIGERANT PIPING SYSTEM. AFTER RECEIPT OF THE APPROVED SUBMITTALS, THE CONTRACTOR IS RESPONSIBLE TO
COORDINATE THE REFRIGERANT PIPING SCHEMATICS CERTIFIED BY THE EQUIPMENT MANUFACTURER AND SUBMITTING THE REFRIGERANT PIPING DRAWINGS AS OUTLINED IN
THE SHOP DRAWING NOTE ABOVE.
13.PORTIONS OF DUCTWORK AND PIPE INSULATION VISIBLE THROUGH AIR DISTRIBUTION DEVICES IN FINISHED AREAS SHALL BE PAINTED FLAT BLACK.
14.MOUNT TOP OF THERMOSTATS AND SENSORS AT 46" AFF UNLESS NOTED OTHERWISE. PROVIDE CLEAR LOCKING GUARD ASSEMBLIES FOR ALL PUBLIC AREA THERMOSTATS.
COORDINATE THERMOSTAT LOCATIONS WITH ALL TRADES. COORDINATE FINAL LOCATIONS WITH THE GENERAL CONTRACTOR, INTERIOR DESIGNER AND THE OWNER PRIOR TO
INSTALLATION. LOCATE ADJACENT TO LIGHT SWITCHES WHERE POSSIBLE. DO NOT LOCATE THERMOSTATS AT THE CENTER OR NEAR CENTER OF A WALL. THERMOSTATS SHALL
BE MOUNTED NO CLOSER THAN 8" FROM THE CORNER OR END OF A WALL OR DOOR. ALL THERMOSTATS SHALL BE ADA COMPLIANT.
15.ALL WORK SHALL BE COORDINATED AND PERFORMED WITH PRIOR APPROVAL FROM THE OWNER TO SUIT HIS OPERATING CONDITIONS.
16.ANY EXISTING WALL, FLOOR, OR CEILING SURFACE THAT IS DISTURBED DURING THE COURSE OF THE HVAC WORK SHALL BE REPAIRED TO MATCH NEW AND/OR EXISTING
CONDITIONS.
17.CAREFULLY COORDINATE ALL PENETRATIONS THROUGH EXTERIOR WALLS WITH ARCHITECTURAL DRAWINGS AND FINISHES.THE PENETRATIONS SHALL NOT BE LOCATED
WHERE THEY WILL CONFLICT WITH ARCHITECTURAL FEATURES, TRANSITIONS IN MATERIALS, OR COLOR CHANGES IN MATERIALS. HORIZONTALLY ALIGN PENETRATIONS
WHEREVER POSSIBLE UNLESS NOTED OTHERWISE. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ANY WORK BEING DONE.
18.CAREFULLY COORDINATE ALL PENETRATIONS THROUGH THE ROOF WITH ARCHITECTURAL DRAWINGS.THE PENETRATIONS SHALL NOT BE LOCATED WHERE THEY WILL
CONFLICT WITH ARCHITECTURAL FEATURES, EXPANSION JOINTS OR STRUCTURE. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO
ANY WORK BEING DONE.
19.CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL MECHANICAL EQUIPMENT, DUCTWORK, PIPING, ETC. TO FIT WITHIN THE SPACE ALLOWED BY THE
ARCHITECTURAL AND STRUCTURAL CONDITIONS. CUTTING OR OTHERWISE ALTERING ANY STRUCTURAL MEMBERS SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION
FROM THE ARCHITECT.
20.SEAL THE ANNULAR SPACE AROUND ALL DUCT, PIPE, GRILLE, REGISTER, DIFFUSER, ETC. PENETRATIONS THROUGH WALLS, FLOORS AND CEILINGS AIRTIGHT WITH AN
APPROVED MATERIAL (RE: ARCHITECTURAL DOCUMENTS FOR APPROVED MATERIALS).
21.AIR HANDLING UNITS, COOLING COILS, FAN COIL UNITS AND ANY OTHER EQUIPMENT THAT PRODUCES CONDENSATE AND IS LOCATED ABOVE A CEILING OR IN AN ATTIC
SHALL BE INSTALLED WITH AN AUXILIARY DRAIN PAN BENEATH ANY COMPONENT THAT MAY PRODUCE CONDENSATE. INSTALL AN OVERFLOW SAFETY SWITCH IN THE COOLING
COIL OVERFLOW DRAIN LINE OR A WATER LEVEL DETECTION DEVICE IN THE PRIMARY DRAIN PAN AND A WATER LEVEL DETECTION DEVICE IN THE AUXILIARY DRAIN PAN.ON
DOWNFLOW UNITS OR OTHER EQUIPMENT WHERE AN AUXILIARY DRAIN PAN IS NOT POSSIBLE, INSTALL A WATER LEVEL DETECTION DEVICE IN THE PRIMARY DRAIN PAN OR AN
OVERFLOW SAFETY SWITCH IN THE OVERFLOW DRAIN LINE CONNECTION.WATER LEVEL DETECTION DEVICES (CONFORMING TO UL508)SHALL BE WIRED TO SHUT DOWN THE
AIR HANDLING UNIT.
22.THE GENERAL CONTRACTOR SHALL COORDINATE SERVICE ACCESS PATHS FOR ROOF MOUNTED EQUIPMENT REQUIRING ROUTINE MAINTENANCE. PROVIDE CODE
COMPLIANT GALVANIZED STEEL CROSSING STRUCTURE (E.G. STAIRS WITH HANDRAILS, LADDERS, ETC.) FOR ANY OBSTRUCTION (DUCTWORK, PIPING, ETC.) THAT EXCEEDS 1’-6”
IN HEIGHT X 1’-6”IN WIDTH. ATTIC CROSSINGS MAY BE CONSTRUCTED OF WOOD IF ALLOWED BY LOCAL CODE. DETAILS OF SUCH CROSSINGS SHALL BE INCLUDED WITH PIPING
AND DUCTWORK LAYOUT AND COORDINATION DRAWINGS. ALL DUCTWORK, PIPING AND EQUIPMENT INSTALLATION SHALL COMPLY WITH THE FOLLOWING:
a.INSTALL EQUIPMENT TO ALLOW MAXIMUM POSSIBLE HEADROOM UNLESS SPECIFIC MOUNTING HEIGHTS ARE NOT INDICATED.
b.INSTALL EQUIPMENT LEVEL AND PLUMB, PARALLEL AND PERPENDICULAR TO OTHER BUILDING SYSTEMS AND COMPONENTS IN EXPOSED INTERIOR SPACES, UNLESS
OTHERWISE INDICATED.
c.INSTALL HVAC EQUIPMENT TO FACILITATE SERVICE, MAINTENANCE, AND REPAIR OR REPLACEMENT OF COMPONENTS. CONNECT EQUIPMENT FOR EASE OF
DISCONNECTING, WITH MINIMUM INTERFERENCE TO OTHER INSTALLATIONS. EXTEND GREASE FITTINGS TO ACCESSIBLE LOCATIONS.
d.INSTALL EQUIPMENT TO ALLOW RIGHT-OF-WAY FOR PIPING TO BE INSTALLED WITH THE REQUIRED SLOPE.
e.FOR ROOF AND ATTIC MOUNTED EQUIPMENT REQUIRING ROUTINE MAINTENANCE, ALLOW FOR AN UNOBSTRUCTED PATH FROM THE ROOF/ATTIC SERVICE ENTRY POINT TO
THE EQUIPMENT. THE PATH AREA SHALL BE A MINIMUM OF 6’-0”HIGH BY 3’-0”WIDE.
23.ALL PIPE AND DUCT PENETRATIONS OF FIRE AND/OR SMOKE-RATED ASSEMBLIES SHALL BE FIRE-STOPPED AS REQUIRED TO RESTORE THE ASSEMBLY TO ITS ORIGINAL
INTEGRITY. FIRE BARRIER PRODUCTS SHALL BE AS MANUFACTURED BY TREMCO, HILTI, 3M, STI, NELSON OR APPROVED EQUAL.
24.ACCESS PANELS IN NON-ACCESSIBLE CEILINGS AND IN WALLS TO ALLOW ADEQUATE ROOM FOR MAINTENANCE OF EQUIPMENT AND BALANCING OF SYSTEMS SHALL BE
INSTALLED UNDER THE ARCHITECTURAL DIVISION. ACCESS PANELS IN CEILING AND WALLS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS OR WHERE NECESSARY TO
ACCESS DAMPERS, VALVES, ETC. COORDINATE EXACT LOCATION OF ALL ACCESS PANELS WITH THE ARCHITECT DURING THE SHOP DRAWING PROCESS.
25.ACCESS DOORS SHALL BE INSTALLED AT ALL FIRE DAMPERS, COMBINATION FIRE/SMOKE DAMPERS, SMOKE DAMPERS AND WHERE INDICATED FOR CEILING RADIATION
DAMPERS TO FACILITATE INSPECTION AND MAINTENANCE. PERMANENTLY IDENTIFY THE ACCESS DOOR BY A DIE-CUT LABEL WITH ½”HIGH RED BLOCK LETTERS ON A WHITE
BACKGROUND. LABEL SHALL READ “FIRE DAMPER”, “COMBINATION FIRE/SMOKE DAMPER”, “SMOKE DAMPER”OR “CEILING RADIATION DAMPER”.
26.ALL MECHANICAL EQUIPMENT SHALL BE LABELED WITH A 2”HIGH SEMI-RIGID PLASTIC LAMINATE NAMEPLATE WITH 1”HIGH WHITE LETTERS ON A BLACK BACKGROUND
SECURELY AFFIXED TO THE EQUIPMENT. THE NAMEPLATE SHALL SHOW THE EQUIPMENT TAG USED ON THESE DRAWINGS. ON RESIDENTIAL PROJECTS, THE NAMEPLATE ON THE
OUTDOOR EQUIPMENT SHALL INDICATE THE DWELLING UNIT NUMBER IT SERVES AS WELL AS THE EQUIPMENT ID TAG.
27.REFER TO ARCHITECTURAL PLANS FOR ALL DROPPED CEILINGS AND SOFFITS. CONTRACTOR SHALL ADVISE ARCHITECT AND ENGINEER OF ANY CONFLICTS BETWEEN
ARCHITECTURAL AND MECHANICAL DRAWINGS.
28.REFER TO ARCHITECTURAL PLANS FOR FLOOR AND CEILING ASSEMBLY UL RATINGS AND DETAILS.
29.ALL MATERIALS EXPOSED WITHIN HVAC PLENUMS SHALL HAVE A FLAME-SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED RATING INDEX OF NOT MORE
THAN 50 UNLESS OTHERWISE ALLOWED BY CODE.
30.THE FIRE SPRINKLER CONTRACTOR SHALL INSTALL AND LOCATE ALL FIRE SPRINKLER PIPING TO PREVENT PIPING FROM THE POTENTIAL OF FREEZING. THE FlRE SPRINKLER
CONTRACTOR IS REQUIRED TO NOTIFY THE ARCHITECT AND COORDINATE WITH THE MECHANICAL AND ELECTRICAL CONTRACTORS IF HEATING IS REQUIRED.
31.COORDINATE ALL DUCTWORK WITH WOOD TRUSS SHOP DRAWINGS PRIOR TO INSTALLATION.
32.GENERAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF WOOD TRUSS SHOP DRAWINGS AND FIELD TRUSSES TO AVOID WOOD TRUSSES CONFLICTING WITH
VERTICAL SHAFTS AND INDIVIDUAL AIR HANDLING UNIT DISCHARGE PLENUMS.
33.ALL AHUs WITH SUPPLY AIR DUCTED VERTICALLY THROUGH A CEILING RADIATION DAMPER SHALL BE PROVIDED WITH A MEANS TO SHUTDOWN THE AHU UPON DETECTION
OF SMOKE IN THE DWELLING UNIT. REFER TO DETAILS FOR ADDITIONAL INFORMATION.
34.UNLESS NOTED OTHERWISE, THE ROOF CURB SHALL BE FURNISHED WITH THE EQUIPMENT IT SUPPORTS (SUBMIT WITH SHOP DRAWINGS). COORDINATE WITH THE ROOF
SYSTEM USED SO THAT A MINIMUM OF 8" OF THE CURB IS ABOVE THE FINISHED ROOF FOR FLASHING PURPOSES. THE TOP OF THE CURB SHALL BE LEVEL AND THE SLOPE OF
THE ROOF SHALL BE COMPENSATED FOR BY THE CURB.
35.DUCTWORK AND PIPING SHALL NOT BE INSTALLED IN ELECTRICAL ROOMS, TELECOM ROOMS, OR ELEVATOR EQUIPMENT ROOMS EXCEPT FOR DUCTWORK AND PIPING
SERVING THAT SPECIFIC ROOM. DUCTWORK AND PIPING SHALL NOT BE ROUTED ABOVE ELECTRICAL EQUIPMENT PER THE NATIONAL ELECTRICAL CODE ARTICLE 110.
36.ROOFING: ROOF OPENINGS, PENETRATIONS AND CURBS SHALL BE AT LEAST 12 INCHES APART FROM OTHER ROOF PENETRATIONS, CURBS, WALL, AND DRAIN SUMP TO
ALLOW FOR PROPER ROOFING SYSTEM FLASHING AND DETAILING. ROOF OPENINGS SHALL BE A MINIMUM OF 3’-0”FROM A PARAPET WALL AND A MINIMUM OF 5’-0”FROM A FIRE
WALL EXTENDING THRU THE ROOF.
37.ROOFTOP MOUNTED EQUIPMENT SHALL BE LOCATED A MINIMUM OF 10’-0”FROM THE EDGE OF THE ROOF OR PARAPET.
38.ROOFTOP EQUIPMENT WIND RESISTANCE: THE CONTRACTOR SHALL PROVIDE SUPPORT FOR MECHANICAL ROOFTOP EQUIPMENT IN ORDER TO MEET CODE REQUIRED WIND
RESISTANCE (RE: 2015 AND 2018 IMC “301.15 WIND RESISTANCE. MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND
INSTALLED TO RESIST THE WIND PRESSURE DETERMINED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.”
39.STORAGE AND PROTECTION OF STORED MATERIALS:
a.DURING CONSTRUCTION, ALL EQUIPMENT SHALL BE PROPERLY PROTECTED AGAINST DAMAGE, DEFACING AND FREEZING WITH SHIPPING CARTONS, PLASTIC SHEETING,
SHIPPING COVERS, ETC.
b.ALL OPEN ENDS OF PIPING AND EQUIPMENT SHALL BE SEALED WITH NIPPLES AND CAPS, PLUGS, AND TEST PLUGS UNTIL FINAL CONNECTION TO SYSTEM IS MADE.
c.ALL EQUIPMENT, PIPING AND DUCTWORK SHALL BE PROTECTED TO PREVENT ENTRANCE OF FOREIGN MATTER AND DEBRIS BY COVERING EXPOSED OPENINGS DURING
CONSTRUCTION.
d.HANDLE AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER’S AND SUPPLIER’S RECOMMENDATIONS AND IN A MANNER TO PREVENT DAMAGE TO MATERIALS
DURING STORAGE AND HANDLING. REPLACE DAMAGED MATERIALS.
e.EQUIPMENT AND MATERIALS SHALL NOT BE INSTALLED UNTIL SUCH TIME AS THE ENVIRONMENTAL CONDITIONS OF THE JOB SITE ARE SUITABLE TO PROTECT THE
EQUIPMENT OR MATERIALS. EQUIPMENT OR MATERIALS DAMAGED, OR WHICH ARE SUBJECTED TO THESE ELEMENTS, ARE UNACCEPTABLE AND SHALL BE REMOVED FROM THE
PREMISES AND REPLACED.
f.PROTECT EQUIPMENT AND AIR DISTRIBUTION SYSTEMS AS OUTLINED IN SMACNA’S IAQ GUIDELINES FOR OCCUPIED BUILDINGS UNDER CONSTRUCTION, LATEST EDITION.
TESTING, ADJUSTING AND BALANCING (RESIDENTIAL PROJECTS)
1.AFTER CONSTRUCTION, THE ENTIRE HVAC SYSTEM SHALL BE CLEANED, TESTED AND ADJUSTED TO SATISFY THE EQUIPMENT SCHEDULES AND AIR QUANTITIES SHOWN ON
THE DRAWINGS. EXCEPT FOR OAFS (RE: NOTE 6 BELOW), INDIVIDUAL AIR DEVICES IN DWELLING LIVING UNITS DO NOT REQUIRE AN AIR TEST AND BALANCE BE PERFORMED.
2.ALL PARKING GARAGE MECHANICAL VENTILATION SYSTEMS SHALL BE TESTED, ADJUSTED AND BALANCED TO PROVIDE AIR QUANTITIES INDICATED.IN ADDITION, THE
COMPLETE SYSTEM OPERATION (FANS, SENSORS, CONTROLS, SEQUENCE OF OPERATION, ETC.) SHALL BE CERTIFIED BY THE MANUFACTURER. THE MANUFACTURER SHALL
SUBMIT A LETTER STATING THAT THE SYSTEM IS OPERATING AS DESIGNED AND IN SAFE AND PROPER WORKING ORDER.
3.ALL AMENITY AREAS, AND PACKAGED ROOFTOP UNITS SHALL BE TESTED, ADJUSTED AND BALANCED TO SATISFY THE EQUIPMENT SCHEDULES AND AIR QUANTITIES SHOWN
ON THE DRAWINGS. REGISTERS AND/OR DIFFUSERS SERVED FROM ROOFTOP UNITS AND DEDICATED OUTSIDE AIR SYSTEMS SHALL BE INDIVIDUALLY TESTED AND BALANCED
AND AIR QUANTITIES RECORDED IN THE TAB REPORT.
4.COMMON AREAS -VENTILATION AIR DISTRIBUTION SYSTEMS (OUTDOOR AIR AND EXHAUST AIR) SHALL BE BALANCED TO ACHIEVE THE AIRFLOW RATES INDICATED ON THE
DRAWINGS. THESE AIRFLOW RATES SHALL BE CONSIDERED MINIMUM RATES. THE MEASURED AIR BALANCE TOLERANCE FOR BOTH OUTDOOR AIR AND EXHAUST AIR RATES
SHALL BE 0% TO +10%.
5.AFTER CONSTRUCTION, ALL HVAC FANS WITH MOTORS GREATER THAN 1 HP IN SIZE SHALL BE TESTED, ADJUSTED, AND BALANCED TO DELIVER THE AIR QUANTITIES SHOWN
ON THE DRAWINGS.
6.WHEN TESTING AND BALANCING IS REQUIRED IN DWELLING UNITS, IT MUST BE COMPLETED AND THE TAB REPORT SUBMITTED PRIOR TO OCCUPANCY. COORDINATE WITH
THE GENERAL CONTRACTOR, OWNER’S REPRESENTATIVE, AND MECHANICAL SUBCONTRACTOR TO SCHEDULE TAB WELL IN ADVANCE OF OCCUPANCY.
7.SUBMIT THE CERTIFIED (AABC OR NEBB) TEST AND BALANCE REPORT TO THE ARCHITECT FOR APPROVAL.REPORTS SHALL INCLUDE AIRFLOW, STATIC PRESSURE, AND
TEMPERATURE TEST DATA.
MECHANICAL/ELECTRICAL COORDINATION:
1.CONTRACTOR SHALL COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL MECHANICAL EQUIPMENT WITH ELECTRICAL DRAWINGS PRIOR TO
ORDERING EQUIPMENT OR SUBMITTING SHOP DRAWINGS AND SHALL FURNISH EQUIPMENT WIRED FOR THE VOLTAGES SHOWN THEREIN. SHOP DRAWING SUBMITTALS SHALL
CLEARLY STATE THAT THE ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT HAS BEEN COORDINATED WITH THE ELECTRICAL CONTRACT DOCUMENTS AND THE ELECTRICAL
CONTRACTOR.
2.ALL MECHANICAL EQUIPMENT REQUIRING ELECTRICAL POWER SHALL BE INSTALLED WITH A DISCONNECT SWITCH AT EACH PIECE OF EQUIPMENT. COORDINATE SWITCH
TYPE (FUSED OR NON-FUSED) WITH EQUIPMENT CHARACTERISTICS, MANUFACTURER'S RECOMMENDATIONS AND THE ELECTRICAL DRAWINGS. DISCONNECT SWITCH SHALL BE
FURNISHED BY MECHANICAL FOR INSTALLATION BY ELECTRICAL. DISCONNECT SWITCHES SHALL NOT BE MOUNTED ON THE EQUIPMENT IT SERVES UNLESS INTEGRAL TO THE
UNIT.
3.PROVIDE ALL SYSTEM CONTROLS AND ASSOCIATED CONTROL AND INTERLOCK WIRING FOR COMPLETE AND OPERABLE SYSTEMS. 120 VOLT AND HIGHER WIRING SHALL BE
MC CABLE OR IN CONDUIT IN ACCORDANCE WITH LOCAL CODES AND THE MATERIALS AND INSTALLATION REQUIREMENTS OF DIVISION 26 -ELECTRICAL.
4.COORDINATE POWER AND FIRE ALARM REQUIREMENTS OF ALL COMBINATION FIRE/SMOKE DAMPERS AND SMOKE DAMPERS WITH THE ELECTRICAL CONTRACTOR.
5.ALL REQUIRED CONTROL WIRING (INCLUDING POWER WIRING REQUIRED FOR CONTROL PANELS, DEVICES, ETC.) NOT INDICATED ON THE ELECTRICAL DRAWINGS SHALL BE
INCLUDED AS PART OF THE MECHANICAL WORK. WIRING IN HVAC PLENUM SPACES SHALL BE INSTALLED ACCORDING TO CODE REQUIREMENTS.
6.UNLESS NOTED OTHERWISE, TRANSFORMERS, CONTROLS AND CONTROL WIRING REQUIRED FOR ALL MECHANICAL SYSTEMS SHALL BE FURNISHED WITH THE EQUIPMENT IT
SERVES AND INSTALLED BY THE MECHANICAL CONTRACTOR. MOTOR STARTERS FOR HVAC EQUIPMENT SHALL BE FURNISHED WITH THE MOTOR OR APPARATUS WHICH IT
OPERATES. MOTOR STARTER INSTALLATION SHALL BE BY THE DIVISION 26 CONTRACTOR.
7.MAINTAIN REQUIRED NEC CLEARANCES FOR ALL POWERED MECHANICAL EQUIPMENT. THE CLEAR WIDTH SHALL BE THE WIDTH OF THE EQUIPMENT OR 2’-6”(MINIMUM). THE
FOLLOWING CLEARANCE IN FRONT OF THE EQUIPMENT SHALL BE:
a.FOR 208/240V EQUIPMENT: 3’-0”CLEARANCE
b.FOR 480V EQUIPMENT: 3’-0”CLEARANCE: CONDITION 1 –OPEN AREA, NO OBSTRUCTIONS; 3’-6”CLEARANCE –CONDITION 2 –GROUNDED EQUIPMENT, OR
CONCRETE/STEEL WALL ON OPPOSING SIDE; 4’CLEARANCE –CONDITION 3 –LIVE PARTS TO LIVE PARTS.
8.CLEARANCES FOR ELECTRIC DUCT HEATERS AND LOW VOLTAGE CONTROL PANELS LOCATED ABOVE CEILINGS: THE CONTRACTOR SHALL COORDINATE AND PLAN THE
WORK TO ALLOW FOR A CLEAR SPACE IN FRONT OF ALL ELECTRIC DUCT HEATER CONTROL PANELS (INCLUDING, BUT NOT LIMITED TO AHUS, FCUS, VAVs, PIUs, UHs, ETC.) OF 42”
X 30”WIDE (OR THE WIDTH OF THE PANEL WHICHEVER IS GREATER). THE CONTROL PANEL DOOR SHALL BE ALLOWED TO OPEN AT LEAST 90 DEGREES. EQUIPMENT WITHOUT
DUCT HEATERS THAT HAVE LOW VOLTAGE CONTROL PANELS SHALL HAVE A MINIMUM CLEAR SPACE IN FRONT OF THE PANEL OF 24”X 24”WIDE (OR THE WIDTH OF THE PANEL
WHICHEVER IS GREATER).
9.ROUTING OF PIPING AND DUCTWORK SHALL BE COORDINATED WITH THE ELECTRICAL CONTRACTOR AND ALL OTHER TRADES DURING THE SUBMITTAL AND LAYOUT PHASE.
PIPING AND DUCTWORK SHALL NOT BE ROUTED THROUGH THE DEDICATED ELECTRICAL SPACE ABOVE EACH LOAD CENTER.
10.MOTORS CONTROLLED BY A VARIABLE FREQUENCY DRIVE (VFD) SHALL BE INVERTER DUTY MOTORS DESIGNED ACCORDING TO THE REQUIREMENTS OF NEMA MG 1, PART
31, “DEFINITE PURPOSE, INVERTER FED MOTORS”AND SHALL BE COMPATIBLE WITH THE PARTICULAR MANUFACTURER’S DRIVE THAT IS USED.
11.COORDINATE WITH THE ELECTRICAL DRAWINGS FOR THE REQUIRED SHORT CIRCUIT CURRENT RATING OF THE PANELBOARD SERVING THE EQUIPMENT. THE EQUIPMENT
NAMEPLATE SHALL BEAR A RATING OF NO LESS THAN THE PANELBOARD RATING.
DUCT SMOKE DETECTORS:
1.ALL FANS SUPPLYING MORE THAN 2000 CFM OF AIR TO ANY SPACE SHALL BE INSTALLED WITH A SMOKE DETECTOR IN THE RETURN DUCTWORK.DUCT SMOKE DETECTORS
SHALL BE INSTALLED IN THE RETURN AIR PATH OF AIR DISTRIBUTION SYSTEMS UTILIZING A COMMON SUPPLY AND/OR RETURN AIR PLENUM WITH A COMBINED DESIGN CAPACITY
GREATER THAN 2000 CFM.
2.THE SMOKE DETECTOR SHALL BE WIRED TO STOP THE FAN UPON DETECTION OF SMOKE, AND SIGNAL THE BUILDING FIRE ALARM CONTROL PANEL. THE SMOKE DETECTOR
SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR, MOUNTED IN THE DUCT BY THE MECHANICAL CONTRACTOR, AND WIRED BY THE ELECTRICAL CONTRACTOR.
AIR DISTRIBUTION:
1.SUPPLY, RETURN AND O.A. DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEETMETAL IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS-
METAL AND FLEXIBLE, LATEST EDITION AND IMC CHAPTER 6 AS REQUIRED.
a.SNAP-LOCK LONGITUDINAL SEAMS ARE NOT ALLOWED UNLESS SECURED WITH SHEET METAL FASTENING SCREWS AS RECOMMENDED BY SMACNA.
b.LEASING, AMENITY AND COMMON AREA DUCTWORK IN MULTIFAMILY PROJECTS SHALL HAVE SHEET METAL DUCTWORK.

2.TAPES, SEALANTS AND MASTICS USED TO SEAL METALLIC AND FLEXIBLE AIR DUCTS AND FLEXIBLE AIR CONNECTORS SHALL COMPLY WITH UL 181B AND SHALL BE MARKED
“181 B-FX”FOR PRESSURE-SENSITIVE TAPE OR “181 B-M”FOR MASTIC/SEALANT.
3.SEAL THE ANNULAR SPACE AROUND ALL DUCT PENETRATIONS THROUGH WALLS, CEILINGS AND FLOORS AIRTIGHT WITH AN APPROVED MATERIAL (RE: ARCHITECTURAL
DRAWINGS FOR APPROVED MATERIALS).
4.MECHANICAL FASTENERS FOR USE WITH FLEXIBLE NONMETALLIC AIR DUCTS SHALL COMPLY WITH UL 181B AND SHALL BE MARKED “181 B-C”.
5.SHEETMETAL DUCT SEALING:
a.ALL JOINTS AND SEAMS IN ALL SHEETMETAL DUCTWORK SHALL BE SEALED WITH DUCT SEALER.
b.SEAL, INSPECT AND TEST SHEETMETAL DUCTWORK PRIOR TO INSULATING OR CONCEALING. SEAL ALL DUCTWORK AND PLENUMS TO MEET SMACNA SEAL CLASS A.
c.SEAL ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS, AND DUCT WALL PENETRATIONS.
d.PRESSURE-SENSITIVE TAPE SHALL NOT BE USED AS THE PRIMARY SEALANT, UNLESS IT HAS BEEN CERTIFIED TO COMPLY WITH UL-181A OR UL-181B BY AN INDEPENDENT
TESTING LABORATORY AND THE TAPE IS USED IN ACCORDANCE WITH THAT CERTIFICATION.
e.ALL CONNECTIONS SHALL BE SEALED, INCLUDING BUT NOT LIMITED TO SPIN-IN FITTINGS, TAPS, OTHER BRANCH CONNECTIONS, ACCESS DOORS, AND DUCT CONNECTIONS
TO EQUIPMENT.
f.SEALING THAT WOULD VOID PRODUCT LISTINGS IS NOT REQUIRED.
g.SPIRAL LOCK SEAMS NEED NOT BE SEALED.
6.ALTERNATE SUPPLY AND RETURN AIR DUCTWORK FOR DWELLING UNITS -FIBERGLASS DUCT BOARD (MINIMUM INSULATION VALUE R-4.3 WHERE LOCATED WITHIN THE
THERMAL ENVELOPE AND A MINIMUM INSULATION VALUE OF R-8 WHEN LOCATED IN AN ATTIC OR OUTSIDE THE THERMAL ENVELOPE OF THE BUILDING, OR GREATER WHERE
REQUIRED BY APPLICABLE ENERGY CODE) WITH GLASS FABRIC REINFORCED VAPOR BARRIER. DUCT CONSTRUCTION SHALL CONFORM TO SMACNA FIBROUS GLASS DUCT
CONSTRUCTION STANDARDS, LATEST EDITION. FIBERGLASS DUCTBOARD SHALL BE UL 181 LISTED AS A CLASS 1 RIGID AIR DUCT. ALL FIBERGLASS DUCTWORK AND
ACCESSORIES SHALL BE FABRICATED BY A MANUFACTURER'S AUTHORIZED FABRICATOR, SHALL BE INSTALLED WITH THE FABRICATOR'S SUPERVISION AND IN ACCORDANCE
WITH MANUFACTURER'S RECOMMENDATIONS. FIBERGLASS DUCTWORK SHALL NOT BE USED OUTDOORS. DUCT BOARD SHALL BE JOHNS MANVILLE MICRO-AIRE OR EQUAL.
a.TAPES AND MASTICS USED TO SEAL FIBROUS GLASS DUCTWORK SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A AND SHALL BE MARKED “181 A-P”FOR
PRESSURE-SENSITIVE TAPE, “181 A-M”FOR MASTIC OR “181 A-H”FOR HEAT-SENSITIVE TAPE.
7.EXTERIOR SUPPLY AND RETURN DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEETMETAL (G 90 MINIMUM) WITH ALL SEAMS CAULKED AND SEALED
WEATHERTIGHT AND COATED WITH A RUST PREVENTIVE COATING OVER THE ENTIRE DUCT SURFACE. RUST PREVENTATIVE COATING SHALL BE “RUST DESTROYER”BY ADVANCE
PROTECTIVE PRODUCTS, INC., OR APPROVED EQUAL. SLOPE OR CROWN DUCTWORK AT 1/4”PER FOOT TRANSVERSELY TO PREVENT STANDING WATER ON TOP OF DUCTWORK.
ALSO, REFER TO INSULATION NOTE 1e BELOW FOR INSULATION REQUIREMENTS.
8.ALL OPEN-ENDED DUCTS AND FAN OUTLETS SHALL HAVE ½”X ½”HARDWARE CLOTH (WMS) AFFIXED TO THE OPENING.
9.EXHAUST DUCTWORK SHALL BE GALVANIZED SHEET METAL (G 90 MINIMUM) CONSTRUCTED TO SMACNA STANDARDS AND SHALL NOT BE INSULATED UNLESS NOTED
OTHERWISE.
10.ALL DUCTWORK SHALL BE SUPPORTED BY THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR CEILING STRUCTURE. DUCT SUPPORTS AND ATTACHMENT
TO STRUCTURE SHALL BE PER SMACNA STANDARDS.
11.FLEXIBLE DUCTWORK SHALL BE THERMAFLEX M-KE (U.L. 181 LISTED, CLASS 1 FLEXIBLE AIR DUCT) OR EQUAL BY FLEXMASTER, QUIETFLEX, ATCO, JM LAMBORN, OR ROYAL
METAL PRODUCTS. PROVIDE A MINIMUM INSULATION VALUE OF R-6; R-8 WHEN LOCATED OUTSIDE THE THERMAL ENVELOPE OF THE BUILDING, OR GREATER WHERE REQUIRED
BY APPLICABLE ENERGY CODE. AIR CONNECTORS ARE NOT ACCEPTABLE. FLEX DUCT DIAMETER SHALL MATCH DEVICE NECK DIAMETER. PROVIDE ROUND GALVANIZED STEEL
DUCT RUNOUTS TO MAINTAIN A MAXIMUM FLEXIBLE DUCT LENGTH OF 8'-0" (EXCEPT IN DWELLING UNITS, LENGTH SHALL BE AS INDICATED). LEASING, AMENITY AND COMMON
AREAS IN MULTIFAMILY PROJECTS SHALL BE LIMITED TO 8’-0”MAXIMUM FLEXIBLE DUCT LENGTH. FLEXIBLE DUCTWORK SHALL BE INSTALLED AS STRAIGHT AS POSSIBLE AND
SHALL BE ROUTED AND SUPPORTED WITHOUT FORMING CRIMPS OR OTHER AIR FLOW RESTRICTIONS. PROVIDE SQUARE TO ROUND ADAPTERS OR BOOTS TO CONNECT TO AIR
DEVICE NECK WHEN REQUIRED.
12.COMMON AREA ROUND AND FLEXIBLE SUPPLY AIR DUCTWORK SHALL BE CONNECTED TO MAIN DUCTS WITH A CONICAL TYPE SPIN-IN FITTING WITH MANUAL VOLUME
DAMPER (EXCEPT WHERE INSTALLED ABOVE INACCESSIBLE CEILINGS, THE DAMPER SHALL BE OMITTED AND PROVIDED IN THE AIR DEVICE NECK).
13.DWELLING UNIT ROUND AND FLEXIBLE SUPPLY AIR DUCTWORK SHALL BE CONNECTED TO MAIN DUCTS WITH A TAB TYPE FITTING.
14.TAPE, BED AND SEAL AIR-TIGHT ALL PENETRATIONS FROM RETURN AIR PLENUMS TO NON-RETURN AIR PLENUMS THAT ARE REQUIRED DUE TO DUCTWORK, PIPING OR
OTHER ITEMS.
15.DUCTWORK DIMENSIONS SHOWN ON THE DRAWINGS ARE INSIDE CLEAR DIMENSIONS.
16.EXTERNAL STATIC PRESSURE (ESP) DOES NOT INCLUDE COIL, CASING OR FILTER PRESSURE DROP.
17.INSTALL FIRE, SMOKE, COMBINATION FIRE/SMOKE, AND CEILING RADIATION DAMPERS IN ACCORDANCE WITH MANUFACTURER’S UL INSTALLATION INSTRUCTIONS AND
SMACNA’S FIRE, SMOKE AND RADIATION DAMPER INSTALLATION GUIDE FOR HVAC SYSTEMS.
18.INSTALL FIRE DAMPERS IN ALL RATED WALLS AND FLOOR PENETRATIONS. FIRE DAMPERS SHALL BE THE DYNAMIC TYPE WITH BLADES OUT OF THE AIRSTREAM WHERE
POSSIBLE. ALL FIRE DAMPERS SHALL COMPLY WITH THE REQUIREMENTS OF U.L. 555.
19.INSTALL SMOKE DAMPERS IN ALL DUCT PENETRATIONS THROUGH SMOKE RATED WALLS. WHERE DUCTS PENETRATE WALLS THAT CARRY BOTH FIRE AND SMOKE RATINGS
OR ARCHITECTURAL SHAFTS, THE DAMPERS INSTALLED SHALL BE COMBINATION FIRE AND SMOKE DAMPERS. ALL SMOKE DAMPERS SHALL COMPLY WITH THE REQUIREMENTS
OF U.L. 555S. ALL COMBINATION FIRE AND SMOKE DAMPERS SHALL COMPLY WITH THE REQUIREMENTS OF U.L. 555 AND U.L. 555S. POWER WIRING TO TEST SWITCH AND
ACTUATOR SHALL BE PER MANUFACTURER’S INSTALLATION INSTRUCTIONS.
20.INSTALL CEILING RADIATION DAMPERS IN ALL MEMBRANE PENETRATIONS OF FIRE RATED FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES WHERE NOT OTHERWISE
PROTECTED WITH A RATED SHAFT. ALL CEILING RADIATION DAMPERS SHALL COMPLY WITH THE REQUIREMENTS OF U.L. 555C. REFER TO THE ARCHITECTURAL DRAWINGS FOR
LOCATIONS OF RATED ASSEMBLIES. WHERE NECESSARY, PROVIDE DUCT ACCESS DOOR AND CEILING ACCESS PANEL.
21.DUCT ACCESS DOORS: PROVIDE ACCESS DOORS IN DUCTWORK AT EACH FIRE, COMBINATION FIRE/SMOKE AND SMOKE DAMPER LOCATION.
22.PROVIDE ALL OUTDOOR AIR INTAKES AND EXHAUST OPENINGS WITH MOTORIZED OR GRAVITY DAMPERS IN ACCORDANCE WITH THE LOCAL ENERGY CODE. DAMPERS SHALL
CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING.
23.LOCATIONS OF GRILLES, REGISTERS, AND DIFFUSERS SHOWN ON THE DRAWINGS ARE APPROXIMATE. COORDINATE EXACT LOCATIONS WITH LIGHTS, CEILING GRID, ETC.
AND ARCHITECTURAL REFLECTED CEILING PLAN.
24.WHERE BALANCING DAMPERS CANNOT BE ACCESSED FROM BELOW THE CEILING, PROVIDE A REMOTE OPERATED ELECTRONIC DAMPER; YOUNG REGULATOR OR EQUAL.
25.DUCTWORK CONNECTING KITCHEN EXHAUST HOODS TO EXHAUST FANS SHALL BE CONSTRUCTED OF 16 GAUGE BLACK STEEL WITH WELDED SEAMS OR SHALL BE A UL
TESTED AND LISTED FACTORY BUILT GREASE DUCT SYSTEM (RE: SPEC SECTION 23 09 00). ALL GREASE EXHAUST DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED PER THE
REQUIREMENTS OF LOCAL CODE AUTHORITIES AND NFPA 96 REQUIREMENTS (FACTORY BUILT GREASE DUCT SYSTEMS SHALL BE INSTALLED PER MANUFACTURER’S
INSTALLATION INSTRUCTIONS). INSTALL GASKETED ACCESS DOORS AT 20’ON CENTER AND AT EACH CHANGE OF DIRECTION. ACCESS DOORS IN VERTICAL DUCT RUNS SHALL BE
LOCATED 12”AFF IN A COMMON AREA (NOT WITHIN DWELLING UNITS).
26.DISHWASHER EXHAUST DUCTWORK ABOVE THE CEILING SHALL BE EITHER 18-GAUGE STAINLESS STEEL OR 16-GAUGE ALUMINUM. ALL SEAMS AND JOINTS SHALL BE
WELDED LIQUID-TIGHT. DISHWASHER EXHAUST RISERS AND TRIM COLLARS BELOW THE CEILING SHALL BE 18-GAUGE, TYPE 304 STAINLESS STEEL FINISHED IN A 180 GRIT
POLISHED FINISH. ALL DISHWASHER EXHAUST DUCTWORK SHALL SLOPE DOWN TOWARD THE DISHWASHER CONNECTIONS AT 1/4" PER FOOT AND BE CONSTRUCTED WITH NO
POCKETS WHICH WILL TRAP CONDENSATION.
27.SUPPLY AND EXHAUST DUCTWORK SERVING SWIMMING POOLS AND POOL EQUIPMENT/CHEMICAL STORAGE ROOMS SHALL BE 16-GAUGE ALUMINUM (ALLOY 3003 -H14
TEMPER PER ASTM B209). SLOPE DUCTWORK AT 1/8" PER FOOT TOWARDS DRAIN.
28.DUCTWORK INSTALLED WITHIN OPEN ATTIC SPACES SHALL BE GALVANIZED STEEL. DUCTBOARD AND FLEX DUCT IS ALLOWABLE WHERE SERVING DWELLING UNIT SUPPLY
AIR SYSTEMS.
29.FLEXIBLE DUCT CONNECTORS SHALL BE USED TO CONNECT DUCTWORK AND PLENUMS TO FAN-ROTATING EQUIPMENT; PROFLEX BY DUCTMATE OR APPROVED EQUAL.
INDOOR FLEXIBLE CONNECTORS SHALL BE 26 OZ/SQ. YD. GLASS FABRIC DOUBLE COATED WITH NEOPRENE. OUTDOOR FLEXIBLE CONNECTORS SHALL BE 24 OZ/SQ. YD. GLASS
FABRIC DOUBLE COATED WITH WEATHERPROOF SYNTHETIC RUBBER RESISTANT TO UV RAYS AND OZONE. FABRICS, COATINGS AND ADHESIVES SHALL BE TESTED IN
ACCORDANCE WITH UL 701 AND HAVE A FLAME SPREAD/ SMOKE DEVELOPED RATING OF 25/50. FLEXIBLE DUCT CONNECTORS SHALL ALSO BE PROVIDED WHERE DUCTWORK
CROSSES BUILDING EXPANSION JOINTS.
30.EXPOSED INTERIOR DUCTWORK TO BE PAINTED SHALL HAVE ALL EXPOSED SURFACES (INCLUDING HANGER STRAPS) COATED WITH A "PAINT GRIP" FINISH FOR FIELD
PAINTING. AS AN OPTION, MILL PHOSPHATIZED STEEL DUCTWORK MAY BE USED. LINE OR INSULATE PER HVAC GENERAL NOTES OR SPEC SECTION 23 07 00.
31.PROTECT DUCTS EXPOSED IN FINISHED SPACES FROM BEING DENTED, SCRATCHED, OR DAMAGED. TRIM DUCT SEALANTS FLUSH WITH METAL TO CREATE A SMOOTH AND
UNIFORM EXPOSED BEAD. TWO-PART TAPE SEALING SYSTEMS ARE NOT ALLOWED. REPAIR OR REPLACE DAMAGED DUCTWORK AND FINISH WORK THAT DOES NOT COMPLY
WITH THESE REQUIREMENTS.
32.SUPPORT ROOF MOUNTED DUCTWORK AT 6 FT. OC (MAX.) WITH MIFAB SERIES DSA DUCT SUPPORT SYSTEM. UV RESISTANT RUBBER BASES SHALL BE PLACED ON ROOFING
WALKPAD MATERIAL. COORDINATE WITH ROOFING INSTALLER.
33.INSTALL DUCTWORK SUCH THAT LINE-OF-SIGHT IS ELIMINATED BETWEEN RETURN AIR REGISTERS/GRILLES AND AIR HANDLING UNITS, FAN COIL UNITS AND ROOFTOP UNITS.
INSULATION:
1. DUCT INSULATION:
a. DUCT WRAP SHALL BE UL LISTED FIBERGLASS BLANKET INSULATION WITH FOIL VAPOR BARRIER, JOHNS MANVILLE MICROLITE EQ FSK OR APPROVED EQUAL.
PUNCTURES AND TEARS IN THE FOIL JACKET SHALL BE PATCHED WITH FOIL TAPE TO MAINTAIN THE INTEGRITY OF THE VAPOR BARRIER. INSULATE SHEET METAL
DUCTWORK IN THE THICKNESSES AND DENSITIES LISTED BELOW:
1. SHEET METAL SUPPLY AND OUTSIDE AIR DUCTWORK: 2”THICK, 1 LB/FT3 DENSITY, R-6 MINIMUM INSTALLED.
2. SHEET METAL RETURN DUCTWORK IN NON-AIR-CONDITIONED AREAS (SUCH AS INTERSTITIAL SPACES AND FLOOR/CEILING ASSEMBLIES): 2" THICK, 1 LB/FT3
DENSITY, R-6 MINIMUM INSTALLED.
3. ALL SHEET METAL DUCTWORK LOCATED OUTSIDE OF THE THERMAL ENVELOPE OF THE BUILDING (INCLUDING CRAWL SPACES AND ATTIC SPACES): 3”THICK, ¾"
LB/FT3 DENSITY, R-8 MINIMUM INSTALLE.
b. INDOOR EXPOSED RECTANGULAR SHEET METAL SUPPLY AND RETURN AIR DUCTWORK SHALL BE LINED WITH 1”THICK DUCT LINER (MINIMUM R-4) JOHNS MANVILLE
LINACOUSTIC RC OR EQUAL.
c. INDOOR EXPOSED ROUND, SPIRAL AND OVAL SUPPLY AND RETURN AIR DUCT SHALL BE LINED WITH 1”THICK ROUND DUCT LINER (MINIMUM R-4), JOHNS MANVILLE
SPIRACOUSTIC PLUS OR EQUAL.
d. INDOOR EXPOSED ROUND AND SPIRAL OUTSIDE AIR DUCT SHALL BE INSULATED WITH 1”THICK PREFORMED FIBROUS GLASS PIPE INSULATION WITH VAPOR BARRIER
JACKET [K-VALUE NOT TO EXCEED 0.23 BTU·in/hr·ft²·°F (0.033 W/m K) WHEN TESTED IN ACCORDANCE WITH ASTM C 335 at 75°F (24°C)]; JOHNS MANVILLE MICRO-LOK OR
APPROVED EQUAL.
e. EXTERIOR DUCTWORK SHALL BE LINED WITH 2”THICK DUCT LINER BOARD (MINIMUM R-8. JOHNS MANVILLE PERMACOTEâ LINACOUSTIC R-300 OR EQUAL. COAT THE
EXTERIOR OF THE ENTIRE DUCT SURFACE WITH A RUST INHIBITIVE PAINT. PAINTING BY MECHANICAL. SUBMIT COLOR CHART TO THE ARCHITECT DURING THE
SUBMITTAL PHASE. ALTERNATE EXTERNAL INSULATION SYSTEMS: 1) THERMADUCT OUTDOOR DUCT SYSTEM HAVING A MINIMUM R-VALUE OF 8. THE SYSTEM SHALL
UTILIZE NON-FIBROUS CLOSED CELL KINGSPAN KOOLDUCT FORTIFIED INNER LINER COMPLIANT TO UL (C-UL) 181, STANDARD FOR SAFETY LISTED, CLASS 1 SYSTEM AND
SMACNA CLASS 1 LEAKAGE, OR LESS. SUBMIT PRODUCT DATA AND LAYOUT DRAWINGS DURING THE SUBMITTAL PHASE. FOR PROJECTS LOCATED WITHIN 2 MILES OF
THE SEACOAST, FLANGES AND HARDWARE SHALL BE ALUMINUM (ALLOY 3003 -H14 TEMPER PER ASTM B209); 2) SHEET METAL DUCTWORK WITH CLASS B FOIL FACED
POLYISOCYANURATE FOAM INSULATION HAVING A MINIMUM R-VALUE OF 8 TO THE EXTERIOR WITH WEATHER RESISTANT WHITE FLEXIBLE CLADDING, ALUMAGUARD
LITE WHITE BY POLYGUARD. INSTALL IN ACCORDANCE WITH MANUFACTURER’S INSTALLATION INSTRUCTIONS; 3) SHEET METAL DUCTWORK WITH PHYSICALLY
CROSSLINKED CLOSED CELL POLYOLEFIN FOAM INSULATION HAVING A MINIMUM R-VALUE OF 8 WITH FACTORY APPLIED HEAVY DUTY MULTILAYER COMPOSITE FOIL
FACING WITH A UV AND WEATHER DURABLE COATING; THERMOBREAK NO-CLAD INSULATION BY SEKISUI VOLTEK. INSTALL IN ACCORDANCE WITH MANUFACTURER’S
INSTALLATION INSTRUCTIONS.
CROWN OR SLOPE DUCTWORK AT 1/4”PER FOOT TRANSVERSELY TO PREVENT STANDING WATER ON TOP OF DUCTWORK.
f.KITCHEN HOOD EXHAUST DUCTWORK SHALL BE INSULATED, WHERE REQUIRED, PER NFPA 96 AND LOCAL CODE REQUIREMENTS. KITCHEN HOOD SUPPLY DUCTWORK
SHALL BE INSULATED AS SPECIFIED FOR HVAC SUPPLY DUCTWORK. EXPOSED DUCT WRAP INSULATION SYSTEMS SHALL BE PROTECTED WHERE SUBJECT TO PHYSICAL
DAMAGE.
g.DUCT LINER FOR ACOUSTICS: LINE ALL SUPPLY AND RETURN SHEETMETAL DUCTWORK A MINIMUM OF 15'-0" (OR AS INDICATED OR SPECIFIED HEREIN) UPSTREAM AND
DOWNSTREAM OF ALL AIR HANDLING UNITS AND ROOFTOP UNITS, DUCT LINER FOR RECTANGULAR DUCTS SHALL BE 1½”THICK, (MINIMUM R-6 OR GREATER WHERE
REQUIRED BY APPLICABLE ENERGY CODE) [3" THICK (MINIMUM R-12)]; JOHNS MANVILLE LINACOUSTIC RC OR EQUAL.
1. THE LEADING EDGE OF THE DUCT LINER SHALL HAVE A SHEETMETAL NOSING.
2. EXPOSED EDGES AND BUTT JOINTS SHALL BE “BUTTERED”WITH DUCT SEALER.
3. LINED DUCTWORK DOES NOT REQUIRE ADDITIONAL EXTERIOR INSULATION WHERE LINER MEETS REQUIRED R-VALUES.
4. RETURN AIR TRANSFER DUCTS, ELBOWS AND SOUND BOOTS SHALL BE LINED WITH 1”THICK LINER UNLESS OTHERWISE NOTED.
5. DUCT LINER SHALL BE INTERRUPTED AT ALL FIRE, SMOKE, COMBINATION FIRE/SMOKE AND RADIATION DAMPERS.
6. DUCT LINER SHALL BE INTERRUPTED NOT LESS THAN 6" UPSTREAM AND 6" DOWNSTREAM OF ELECTRIC-RESISTANCE AND FUEL-BURNING HEATERS IN A
DUCT SYSTEM.
a. REFER TO ARCHITECTURAL DRAWINGS AND/OR SPECIFICATIONS FOR PAINTING OF DUCTWORK, INSULATION, ETC. IN EXPOSED INTERIOR AREAS.
b. DUCTWORK PENETRATING SMOKEPROOF ENCLOSURES SHALL BE WRAPPED USING A U.L. LISTED AND APPROVED 2-HOUR RATED FIRE WRAP INSULATING SYSTEM OR
ENCLOSED IN AN APPROVED FIRE RATED ASSEMBLY.
2.PIPE INSULATION:
a. CONVENTIONAL SPLIT SYSTEMS –REFRIGERANT PIPING INSTALLED OUTDOORS SHALL BE INSULATED WITH FLEXIBLE ELASTOMERIC TUBING WITH FACTORY APPLIED UV
RESISTANT DURABLE PROTECTIVE JACKET, ARMAFLEX SHIELDTM (K FACTOR 0.25 BTU·IN/HR·FT²·°F) CONTINUOUS COIL PIPE INSULATION AS MANUFACTURED BY
ARMACELL, LLC OR ALTERNATES LISTED BELOW, WHEN THE PRODUCT IS AVAILABLE IN THE REQUIRED PIPE SIZE AND INSULATION WALL THICKNESS. NO FIELD APPLIED
PROTECTIVE COATING OR FINISH SHALL BE USED WITH THIS INSULATION. LONGITUDINAL AND BUTT JOINTS SHALL BE SEALED PER MANUFACTURER’S INSTALLATION
INSTRUCTIONS. POLYETHYLENE FOAM INSULATION IS NOT ACCEPTABLE.
ACCEPTABLE ALTERNATE ELASTOMERIC PRODUCT:
1)K-FLEX USA; K-FLEX TITANTM (K-FACTOR: 0.245 HR•FT²•°F/BTU (0.035 M²•°C/W) AT 75°F (24°C) MEAN TEMPERATURE).
2)MUELLER STREAMLINE DURAGUARD UV (K-FACTOR: 0.245 HR•FT²•°F/BTU (0.035 M²•°C/W) AT 75°F (24°C) MEAN TEMPERATURE).
b.REFRIGERANT PIPING INSTALLED INDOORS: SHALL BE INSULATED WITH FLEXIBLE ELASTOMERIC TUBING INSULATION, AP/ARMAFLEX BLACK LAPSEALTM PIPE INSULATION
AS MANUFACTURED BY ARMACELL, LLC OR ALTERNATES LISTED BELOW. ALL JOINTS AND SEAMS SHALL BE SEALED WEATHERTIGHT WITH ARMAFLEX BLACK LAPSEALTM
TAPE. BLACK LAPSEALTM TAPE SHALL ALSO BE USED TO SECURE THE THERMOSTAT CABLE TO THE PIPE INSULATION. AS AN ALTERNATE TO INSULATION PRODUCTS WITH
THE UV RESISTANT DURABLE PROTECTIVE JACKET NOTED ABOVE, ARMAFLEX BLACK LAPSEAL INSULATION MAY BE USED OUTDOORS WITH A FIELD APPLIED UV RESISTANT
FINISH COAT. THE FINISH COAT SHALL BE TWO COATS OF A WATER-BASED LATEX PAINT DESIGNED FOR USE OVER ALL FORMS OF FLEXIBLE ELASTOMERIC INSULATION.
FINISH COAT SHALL PROVIDE A PROTECTIVE FINISH SUITABLE FOR OUTDOOR APPLICATIONS, FORMULATED FOR COLD WEATHER FLEXIBILITY TO RESIST CRACKING AND
WEATHER-RESISTANT TO ULTRAVIOLET (UV) AND OZONE. COATING SHALL BE ARMAFLEX WB FINISH OR EQUIVALENT PRODUCT COMPATIBLE WITH THE INSULATION.
POLYETHYLENE FOAM INSULATION IS NOT ACCEPTABLE.
ACCEPTABLE ALTERNATE PRODUCTS:
1)AEROFLEX, USA, INC.; AEROCELL-SSPTTM (K-FACTOR: 0.245 HR•FT²•°F/BTU (0.035 M²•°C/W) AT 75°F (24°C) MEAN TEMPERATURE) WITH PROTAPE AND TWO COATS OF FIELD
APPLIED AEROCEL AEROCOAT. (AEROCEL AEROCOAT REQUIRED FOR OUTDOOR INSTALLATION ONLY).
2)K-FLEX USA, LLC., K-FLEX INSUL-LOCK DS (K-FACTOR: 0.245 HR•FT²•°F/BTU (0.035 M²•°C/W) AT 75°F (24°C) MEAN TEMPERATURE) (INDOOR USE ONLY).
3)MUELLER STREAMLINE ELASTOMERIC INSULATION (K-FACTOR: 0.245 HR•FT²•°F/BTU (0.035 M²•°C/W) AT 75°F (24°C) MEAN TEMPERATURE) (INDOOR USE ONLY).
c.INSULATION THICKNESS SHALL BE [PER SPECIFICATION SECTION 23 23 00.
d.INSULATE ALL CONDENSATE DRAIN PIPING AND FITTINGS WITHIN THE BUILDING’S THERMAL ENVELOPE WITH SECTIONAL PREFORMED FIBERGLASS PIPE INSULATION (K
FACTOR NOT TO EXCEED 0.23 BTU·IN/HR·FT²·°F) WITH VAPOR BARRIER JACKET; JOHNS MANVILLE MICRO-LOK OR APPROVED EQUAL. ACCEPTABLE ALTERNATE: CLOSED CELL
ELASTOMERIC; AP ARMAFLEX WITH LAP SEAL. THICKNESS SHALL BE MANUFACTURER’S RECOMMENDED THICKNESS TO PREVENT CONDENSATION ON THE EXTERIOR OF THE
JACKET; MINIMUM THICKNESS SHALL BE ½" FOR PIPE SIZES UP TO AND INCLUDING 1¼“AND 1”THICKNESS FOR PIPE SIZES 1½“AND LARGER. INSTALLATION SHALL BE IN
ACCORDANCE WITH MANUFACTURER’S INSTALLATION INSTRUCTIONS.
GAS FLUES (U.L. LISTED):
1. GAS FLUE MATERIAL SHALL BE AS RECOMMENDED BY THE HEATING APPLIANCE MANUFACTURER EXCEPT THAT WHERE POLYVINYL CHLORIDE (PVC) IS ALLOWABLE FOR
CATEGORY II AND IV APPLIANCES, PROVIDE A UL TESTED AND LISTED POLYPROPYLENE (PP) GAS VENTING SYSTEM; POLYFLUE, POLYPRO, INNOFLUE OR APPROVED EQUAL.
PVC IS ACCEPTABLE FOR COMBUSTION AIR PIPING. CERTAIN APPLIANCES MAY REQUIRE AL29-4C VENTING MATERIAL IN CONFORMANCE WITH UL 1738.
2.SIZING AND ROUTING RESTRICTIONS SHALL BE PER MANUFACTURER’S REQUIREMENTS.
3.TERMINATE ALL GAS FLUE PIPING TO THE OUTDOORS THROUGH ROOF OR EXTERIOR WALL. TERMINATION SHALL BE INSTALLED PER MANUFACTURER’S REQUIREMENTS AND
FLASHED AND SEALED WEATHERTIGHT.
SMOKE CONTROL SYSTEMS:
1. ALL FANS, DAMPERS, AND OTHER HVAC EQUIPMENT THAT ARE PART OF A SMOKE CONTROL SYSTEM SHALL BE MONITORED AND CONTROLLED BY A U.L. LISTED FIRE
FIGHTERS’SMOKE CONTROL STATION (FSCS) IN ACCORDANCE WITH NFPA 92. THE FSCS SHALL BE MANUFACTURED BY SIEMENS, HONEYWELL, NOTIFIER, JOHNSON
CONTROLS OR APPROVED EQUAL. THE FSCS SIZE AND CAPACITY SHALL BE AS REQUIRED BY THE NUMBER OF SMOKE CONTROL POINTS. THE STATION SHALL BE LOCATED
IN THE FIRE COMMAND CENTER. THE FSCS SHALL COMPLY WITH BUILDING CODE REQUIREMENTS AND NFPA 92 GUIDELINES.
2.STAIR PRESSURIZATION FANS SHALL BE PROVIDED WITH A DUCT SMOKE DETECTOR IN THE AIRSTREAM TO DE-ENERGIZE THE FAN UPON DETECTION OF SMOKE. A RED
INDICATOR, WITH RESET SWITCH, LABELED “SMOKE DETECTOR TRIP”SHALL BE LOCATED ON THE FACE OF THE FIREFIGHTER’S SMOKE CONTROL PANEL ADJACENT TO THE FAN’S
MANUAL OVERRIDE SWITCH. THE DUCT DETECTOR SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR, MOUNTED BY THE MECHANICAL CONTRACTOR AND WIRED BY THE
ELECTRICAL CONTRACTOR.
3.STAIR PRESSURIZATION FANS SHALL BE PROVIDED WITH A CLASS I SMOKE DAMPER ON THE INLET OF THE FAN. DAMPER SHALL BE NORMALLY OPEN (POWERED
CLOSED/FAIL OPEN). FOR PRESSURIZATION SYSTEMS, THE SMOKE DAMPER IS BEING USED AS A CONTROL DAMPER TO REDUCE STAIRWELL/HOISTWAY HEAT LOSS AND PREVENT
FANS FROM “FREE-WHEELING”. DAMPER SHALL BE FULLY OPEN PRIOR TO ENERGIZING FAN. ON THE INLET SIDE OF ROOF MOUNTED FANS, PROVIDE A 45° WEATHER COWL WITH
1’X1”GALVANIZED STEEL SCREEN COVERING THE ENTIRE INLET.
4.SMOKE CONTROL FANS SHALL BE UL LISTED –POWER VENTILATORS FOR SMOKE CONTROL SYSTEMS AND INCLUDE, BUT NOT LIMITED TO, A HIGH TEMPERATURE OPTION
(500ºF FOR A MINIMUM OF FOUR HOURS, AND 1000ºF FOR A MINIMUM OF FIFTEEN MINUTES), DRIVE COMPONENTS SIZED FOR A MINIMUM OF 150% OF THE DRIVEN LOAD AND A
MINIMUM OF TWO HEAT RESISTANT BELTS WITHIN A PROTECTIVE BELT TUBE.
5.SMOKE CONTROL SYSTEMS ARE TO BE TESTED AND CERTIFIED BY A 3RD PARTY SPECIAL INSPECTOR UNDER CONTRACT WITH THE OWNER. REFER TO PROJECT
SPECIFICATIONS FOR ADDITIONAL INFORMATION.
PIPING:
1. REFRIGERANT PIPING SHALL BE TYPE L OR ACR (AIR CONDITIONING AND REFRIGERATION FIELD SERVICE) COPPER TUBING WITH BRAZED JOINTS.
2.REFRIGERANT CIRCUIT ACCESS PORTS LOCATED OUTDOORS SHALL BE FITTED WITH LOCKING-TYPE TAMPER-RESISTANT CAPS.
3.SEAL THE ANNULAR SPACE AROUND ALL PIPING PENETRATIONS THROUGH WALLS, CEILINGS AND FLOORS AIRTIGHT WITH AN APPROVED MATERIAL (RE: ARCHITECTURAL
DRAWINGS FOR APPROVED MATERIALS).
4.CONDENSATE FROM ALL AIR CONDITIONING EQUIPMENT SHALL BE TRAPPED AND ROUTED TO THE NEAREST PLUMBING DRAIN]. CONDENSATE PIPING SHALL BE INSULATED
TYPE M COPPER OR INSULATED SCHEDULE 40 PVC (IN HVAC PLENUMS USE INSULATED TYPE M COPPER). CPVC PIPING IS NOT ALLOWED. CONDENSATE SHALL BE PUMPED AS
REQUIRED. CONDENSATE PUMP SHALL BE TESTED TO COMPLY WITH UL 2043 FOR PLENUM APPLICATIONS; LITTLE GIANT VCCA SERIES. (PVC EXPOSED TO THE WEATHER SHALL
BE PAINTED WITH A LIGHT-COLORED ACRYLIC OR LATEX ULTRAVIOLET (UV) AND OZONE INHIBITOR PAINT THAT IS CHEMICALLY COMPATIBLE WITH PVC.
5.PROVIDE MANUAL OR AUTOMATIC AIR VENT (WITH DRAIN) AT HIGH POINTS OF ALL RECIRCULATING WATER PIPING SYSTEMS.
6.PIPING AT PUMPS AND EQUIPMENT SHALL BE SUPPORTED SO THAT NO PIPING OR ACCESSORY LOAD IS CARRIED BY THE PUMP OR EQUIPMENT.
7.PIPE SUPPORTS AND HANGERS:
a. ALL PIPING ABOVE GRADE SHALL BE SUPPORTED BY THE BUILDING STRUCTURE AND SHALL NOT REST ON CEILING TILES OR CEILING STRUCTURE. PIPING HUNG FROM
JOISTS SHALL BE HUNG FROM THE TOP CHORDS OF THE JOISTS.
b. UNLESS NOTED OTHERWISE, CONDENSATE DRAIN AND REFRIGERANT PIPING ROUTED ON THE ROOF SHALL BE SUPPORTED WITH UV RESISTANT RUBBER SUPPORT
SYSTEM; MIFAB C SERIES OR EQUAL BY DURA-BLOK.
DWELLING UNITS:
1. SEAL ALL PENETRATIONS AIRTIGHT THRU WALLS, FLOORS AND CEILINGS, INCLUDING, BUT NOT LIMITED TO, ALL DUCTS,
REGISTERS, GRILLES, RETURN AIR PLENUMS, OUTSIDE AIR AND EXHAUST DUCT PENETRATIONS AT THE EXTERIOR
WALL, DRYER EXHAUST WALL BOXES (SEALED TO WALL), REFRIGERANT PIPING, CONDENSATE PIPING, CONTROL
WIRING, CONDUIT, ETC. SEAL SEAMS OF GRILLES AND REGISTERS AIRTIGHT PRIOR TO INSTALLATION.
2.CLOTHES DRYER FLEXIBLE DUCTWORK SHALL BE CONNECTED (BY INSTALLING APPLIANCE CONTRACTOR) TO A
MANUFACTURED DRYER WALL BOX (DRYERBOX MODEL 425 FOR UPWARD EXHAUST FLOW BY IN-O-VATE TECHNOLOGIES,
INC. OR EQUAL). THE F AND T RATINGS FOR THE INSTALLATION SHALL BE 1 HOUR. THE FLEXIBLE DUCTWORK (BY DRYER
INSTALLER) SHALL CONNECT THE CLOTHES DRYER TO THE DRYER WALL BOX CONNECTION USING A WORM DRIVE TYPE
HOSE CLAMP AND BE INSTALLED AS SHOWN ON THE PLANS. THE LOCATION OF THE CLOTHES DRYER CONNECTION IN THE
DWELLING UNIT SHALL BE BASED ON THE CLOTHES DRYER TYPE (STACKED OR SIDE BY SIDE) AND COORDINATED IN THE
FIELD.
3.BATHROOM AND CLOTHES DRYER EXHAUST DUCTS PENETRATING A HORIZONTAL RATED ASSEMBLY THROUGH THE TOP
PLATE OR BOTTOM PLATE OF A FRAMED WALL ASSEMBLY SHALL BE PER UL INSTALLATION INSTRUCTIONS. DUCTWORK
SHALL BE CONSTRUCTED OF 26 GAUGE GALVANIZED STEEL FOR THE ENTIRE LENGTH OF THE DUCT SYSTEM. DUCTWORK
SHALL BE INSTALLED WITH LONGITUDINAL SEAMS FACING UP. FROM THE EXTERIOR WALL INWARD, SLOPE THE LAST 10’OF
DUCTWORK AT 1/8”/FT. DOWN TOWARDS THE EXTERIOR WALL. DO NOT SECURE DRYER DUCT WITH SHEET METAL SCREWS.
4.OUTSIDE AIR DUCTWORK SHALL BE CONSTRUCTED OF INSULATED 26 GAUGE GALVANIZED STEEL FOR THE ENTIRE
LENGTH OF THE DUCT SYSTEM. FLEXIBLE DUCTWORK IS NOT PERMITTED. DUCTWORK SHALL BE INSTALLED WITH
LONGITUDINAL SEAMS FACING UP. FROM THE EXTERIOR WALL INWARD, SLOPE THE LAST 10’OF DUCTWORK AT 1/8”/FT.
DOWN TOWARDS THE EXTERIOR WALL.
5.BATHROOM (TOILET), KITCHEN AND CLOTHES DRYER EXHAUST DUCTWORK SHALL BE PROVIDED WITH A BACK DRAFT
DAMPER. REFER TO DETAILS FOR ADDITIONAL INFORMATION. IF SCHEDULED OR DETAILED, BATHROOM AND KITCHEN
EXHAUST TERMINATIONS SHALL INCLUDE AN INSECT SCREEN.
6.DWELLING UNIT KITCHEN RANGE HOODS SHALL BE THE VENTLESS RECIRCULATING TYPE AND WILL BE PROVIDED BY
OTHERS.
7.BATHROOM (TOILET), AND CLOTHES DRYER EXHAUST DUCTWORK SHALL BE SHEET METAL WITH LONGITUDINAL SEAMS
FACING UP. SEAMS SHALL BE SEALED AIRTIGHT WITH DUCT SEALER.
8.ABOVE CEILING ENCLOSED RETURN AIR PLENUMS SHALL BE SEALED AIRTIGHT. ALL PENETRATIONS SHALL BE SEALED
WITH AN AIR-IMPERMEABLE SPRAY FOAM HAVING A 1-HOUR FIRE RATING AND A FLAME SPREAD/SMOKE DEVELOPMENT
RATING OF 25/50.
9.AIR HANDLERS SHALL HAVE A MANUFACTURER’S DESIGNATION FOR AN AIR LEAKAGE OF NO MORE THAN 2% OF THE
DESIGN AIR FLOW RATE WHEN TESTED IN ACCORDANCE WITH ASHRAE 193.
10.ALL JOINTS AND SEAMS OF REGISTERS, GRILLES AND DIFFUSER BOOTS, PANS, PLENUM BOXES, ETC. SHALL BE SEALED
AIRTIGHT WITH DUCT SEALER OR MASTIC. VINYL OR FOIL TAPES ALONE ARE NOT ACCEPTABLE. REGISTER AND DIFFUSER
BOOTS SHALL BE SEALED AIRTIGHT TO THE DRYWALL SURROUND.
11.TESTING AND BALANCING OF AIR DISTRIBUTION SYSTEMS SHALL BE PERFORMED AS NOTED IN THE TESTING AND
BALANCING SECTION ABOVE.
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:23:06 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-M-r22_AustinS.rvtM00.03
ALS SDW
2247601
SEQUENCES
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
GENERAL
1. THERMOSTATS CONTROLLING EXHAUST FANS AND ELECTRIC HEATERS LOCATED IN A SAME ROOM SHALL BE CONFIGURED WITH MINIMUM A 10°F DEADBAND TO PREVENT SIMULTANEOUS
COOLING AND HEATING. ALL OTHER THERMOSTATS THAT DO NOT REQUIRE MANUAL CHANGEOVER BETWEEN HEATING AND COOLING MODES SHALL BE CAPABLE OF PROVIDING A DEAD
BAND OF AT LEAST 5°F WITHIN WHICH THE SUPPLY OF HEATING AND COOLING IS SHUT-OFF OR REDUCED TO A MINIMUM.
2. ALL THERMOSTATS SHALL HAVE AT LEAST A 5°F DEADBAND BETWEEN HEATING AND COOLING.
3. ALL THERMOSTATS SHALL HAVE CONTROLS THAT PREVENT SETPOINT OVERLAP.
4. ALL THERMOSTATS SHALL HAVE A BATTERY BACKUP THAT STORES THE TIME SCHEDULE PROGRAMMING FOR A MINIMUM OF 10 HOURS.
5. ALL THERMOSTATS SHALL HAVE THE CAPABILITY TO RESET THE ZONE TEMPERATURE SET POINT TO A MINIMUM OF 55 F AND A MAXIMUM OF 85 F.
6. WHERE CONDENSATE PUMPS ARE PROVIDED, INTERLOCK THE CONDENSATE PUMP SAFETY SWITCH TO SHUT DOWN THE ASSOCIATED UNIT UPON FAILURE OF THE CONDENSATE PUMP.
ELECTRIC UNIT HEATERS (EUH):
1. ELECTRIC UNIT HEATERS SHALL BE CONTROLLED BY AN INTEGRAL THERMOSTAT TO MAINTAIN A SPACE TEMPERATURE SET POINT OF 50°F (ADJ.) FOR UNOCCUPIED SPACES OR 70°F (ADJ.)
FOR OCCUPIED SPACES.
ELECTRIC WALL HEATERS (EWH):
1. ELECTRIC WALL HEATERS SHALL BE CONTROLLED BY AN INTEGRAL THERMOSTAT TO MAINTAIN A SPACE TEMPERATURE SET POINT OF 50°F (ADJ.) FOR UNOCCUPIED SPACES OR 70°F (ADJ.)
FOR OCCUPIED SPACES.
VENTILATION FANS/ELECTRIC HEATERS
1. WHERE A VENTILATION FAN AND AN ELECTRIC HEATER ARE ISNTALLED IN THE SAME ROOM, PROVIDE A LINE VOLTAGE THERMOSTAT TO CONTROL THE FAN AND THE ELECTRIC HEATER.
2. THE FAN SHALL CYCLE TO MAINTAIN A COOLING SET POINT OF 80 DEG. F (ADJ.). THE INTAKE AND EXHAUST MOTORIZED DAMPERS (WHERE APPICABLE) SHALL BE INTERLOCKED WITH THE
FAN.
3. THE HEATER SHALL CYCLE TO MAINTAIN A HEATING SET POINT OF 55 DEG. F (ADJ.). THE INTAKE AND EXHAUST MOTORIZED DAMPERS (WHERE APPLICABLE) SHALL BE CLOSED.
4. THERMOSTAT SHALL BE A 7-DAY PROGRAMMABLE AUTO CHANGEOVER THERMOSTAT.
5. PROVIDE A MINIMUM DEADBAND OF 5 DEG. F BETWEEN HEATING AND COOLING.
6. THERMOSTAT SHALL HAVE CONTROLS THAT PREVENT SET POINT OVERLAP.
7. THERMOSTAT SHALL HAVE A BATTERY BACKUP THAT STORES THE TIME SCHEDULE FOR A MINIMUM OF 10 HOURS.
RESIDENTIAL TOILET ROOM EXHAUST FANS:
1. EXHAUST FANS SERVING RESIDENTIAL TOILET ROOMS SHALL BE ENERGIZED/DE-ENERGIZED VIA A WALL SWITCH.
INDIVIDUAL TOILET ROOM EXHAUST FANS:
1. EXHAUST FANS SERVING TOILET ROOMS WITH A SINGLE WATER CLOSET SHALL BE ENERGIZED/DE-ENERGIZED VIA THE SAME SWITCH AS THE LIGHTS.
MULTI-FIXTURE TOILET ROOM EXHAUST FANS:
1. EXHAUST FANS SERVING TOILET ROOMS WITH MULTIPLE WATER CLOSETS OR URINALS SHALL BE ENERGIZED/DE-ENERGIZED VIA A TIME CLOCK. COORDINATE THE TIME CLOCK HOURS OF
OPERATION WITH THE OWNER.
DOG WASH EXHAUST FAN:
1. PROVIDE AN OCCUPANCY SENSOR IN THE SPACE TO ENERGIZE THE DOG WASH EXHAUST FAN. THE OCCUPANCY SENSOR SHALL BE INDEPENDENT FROM THE LIGHTS.
2. THE OCCUPANCY SENSOR SHALL ENERGIZE THE EXHAUST FAN WHEN THE SPACE IS OCCUPIED. THE EXHAUST FAN SHALL BE DE-ENERGIZED WHEN THE SPACE HAS BEEN UNOCCUPIED
FOR 20 MINUTES (ADJ.).
3. THE INTAKE AND EXHAUST MOTORIZED DAMPERS SHALL BE INTERLOCKED WITH THE EXHAUST FAN.
STAIR PRESSURIZATION FANS:
1. SET POINTS:
2. MINIMUM STAIRWELL PRESSURE: 0.1”W.G.
3. MAXIMUM STAIRWELL PRESSURE: 0.35”W.G.
4. DUCT RISER STATIC PRESSURE SET POINT: 0.35”W.G.
5. GENERAL:
6. THE STAIRWELL PRESSURIZATION SYSTEM IS INTENDED TO FUNCTION WITH [ALL DOORS CLOSED] [# DOORS OPEN].
7. THE STAIRWELL PRESSURIZATION SYSTEM CONTROLER (SPSC) SHALL COMMUNICATE WITH AND BE MONITORED BY THE FIRE ALARM SYSTEM (FAS).
8. THE SPSC SHALL CONTROL THE STAIRWELL PRESSURIZATION SYSTEM. ALL HARDWARE (CABLING/SWITCHING INFRASTRUCTURE) SHALL BE UL 864 LISTED FOR FIRE ALARM SYSTEM USE.
REFER TO THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. PROVIDE WIRING AND INSTALL IN CONDUIT THROUGHOUT WITH LONG SWEEP TURNS. COORDINATE CONDUIT, WIRE SIZE,
AND QUANTITY WITH EQUIPMENT VENDOR.
9. THE STAIRWELL PRESSURIZATION SYSTEM SHALL OPERATE TO MAINTAIN POSITIVE STAIRWELL PRESSURIZATION RELATIVE TO THE BUILDING AND SMOKE-FREE PASSAGE FOR OCCUPANTS
EXITING THE BUILDING DURING A SMOKE AND/OR FIRE EVENT.
10. ALL LOCALLY-CONTROLLED SETPOINTS AND TIME DELAYS SHALL BE ADJUSTABLE VIA THE STAIRWELL PRESSURIZATION SYSTEM CONTROLLER.
11. THE SMOKE DAMPER AT THE SUPPLY FAN SHALL BE OF THE SPRING OPEN/POWER CLOSE TYPE. THE DAMPER SHALL BE CLOSED WHEN THE SYSTEM IS NOT IN OPERATION.
12. SYSTEM OPERATION:
13. THE STAIRWELL PRESSURIZATION SYSTEM SHALL BE ACTIVATED BY THE FIRE ALARM SYSTEM.
14. A SMOKE DETECTOR DOWNSTREAM OF THE SUPPLY FAN ON THE ROOF SHALL PREVENT SMOKE FROM BEING INTRODUCED VIA THE SUPPLY AIR FAN INTAKE. UPON DETECTION OF SMOKE,
THE SUPPLY FAN SHALL BE DE-ENERGIZED, THE SMOKE DAMPER SHALL CLOSE, AND AN ALARM SHALL BE INITIATED AT THE SPSC. A MANUAL RESET FOR THE SMOKE DETECTOR SHALL BE
PROVIDED. IF THE SMOKE DETECTOR IS RESET OR BYPASSED AT THE FIREFIGHTERS SMOKE CONTROL STATION, THE SYSTEM SHALL RESUME NORMAL OPERATION.
15. PRIOR TO ENTERING NORMAL OPERATION, THE SPSC SHALL VERIFY THAT THE SMOKE DAMPER IS FULLY OPEN VIA AN END SWITCH, THE STAIR PRESSURIZATION FAN IS RUNNING VIA A
CURRENT SWITCH, AND THE MINIMUM AND MAXIMUM PRESSURES ARE MAINTAINED.
16. A BI-DIRECTIONAL PRESSURE SENSOR SHALL BE PROVIDED AT EACH INJECTION POINT SUPPLYING AIR INTO THE STAIRWELL. THE PRESSURE SENSOR SHALL MODULATE THE MOTORIZED
DAMPER AT THE SUPPLY REGISTER TO MAINTAIN THE MINIMUM AND MAXIMUM PRESSURE SET POINTS INSIDE THE STAIR RELATIVE TO THE BUILDING.
17. A STATIC PRESSURE SENSOR SHALL BE INSTALLED 2/3 OF THE WAY DOWN THE DUCT RISER. THE STATIC PRESSURE SENSOR SHALL MODULATE THE STAIR PRESSURIZATION FAN TO
MAINTAIN THE DUCT STATIC PRESSURE.
18. A STATIC PRESSURE SENSOR SHALL BE INSTALLED IN AT THE MID POINT OF THE STAIR. THE STATIC PRESSURE SET POINT FOR THE SENSOR SHALL BE DETERMINED DURING TESTING AND
BALANCING. THE STAIR PRESSURIZATION FAN SHALL MODULATE TO MAINTAIN THE STATIC PRESSURE SET POINT.
19. A COUNTER BALANCED BAROMETRIC RELIEF DAMPER SHALL BE INSTALLED AT THE TOP OF THE STAIR TO RELIEVE PRESSURE IN EXCESS OF THE MAXIMUM STAIRWELL PRESSURE.
20. ALARMS:
21. UNDER EMERGENCY OPERATION, ANY SYSTEM MALFUNCTION REGISTERED AT THE LOCAL DDC CONTROLLER LEVEL, SHALL BE TRANSMITTED, THROUGH THE FAS CONTROL INTERFACE, TO
THE FAS AS A SUPERVISORY CONDITION.
22. SYSTEM CONDITIONS GENERATED THROUGH LOCAL MAINTENANCE OR TESTING SHALL BE LOGGED AT THE FAS, BUT SHALL NOT BE TRANSMITTED TO THE FAS AS ALARM CONDITIONS.
23. SUPPLY FAN SMOKE DETECTOR.
24. SUPPLY FAN SMOKE DETECTOR FAULT.
25. SYSTEM RETURN TO NON-EMERGENCY STATUS:
26. AN INDICATION, FROM THE FAS, OF AN ALL-CLEAR CONDITION, CONTROL SHALL BE RETURNED TO THE LOCAL PRESSURIZATION SYSTEM CONTROLLERS.
27. ONCE THE FAS IS RESET TO 'NORMAL' STATUS, THE FAN SERVING EACH STAIRWELL SHALL BE STOPPED.
28. UPON PROOF THAT FANS AT THE STAIRWELL ARE STOPPED, AS INDICATED BY CURRENT TRANSDUCERS, THE FANS' RESPECTIVE SMOKE DAMPER SHALL BE CLOSED AND VERIFIED BY A
CLOSED-POSITION END SWITCH.
29. POWERED SENSORS AND INSTRUMENTS SHALL BE RETURNED TO THEIR NORMAL POSITIONS AND STATES.
GARAGE VENTILATION FANS:
1. SET POINTS:
2. GARAGE TEMPERATURE SET POINT: 90°F (ADJ.).
3. CARBON MONOXIDE HIGH LIMIT SET POINT: 25 PPM.
4. CARBON MONOXIDE ALARM LIMIT SET POINT: 100 PPM.
5. NITROGEN DIOXIDE HIGH LIMIT SET POINT: 0.7 PPM.
6. NITROGEN DIOXIDE ALARM LIMIT SET POINT: 5 PPM.
7. SYSTEM DESCRIPTION:
8. PROVIDE ONE (1) STANDALONE GAS DETECTION AND CONTROL SYSTEM FOR EACH LEVEL OF THE PARKING GARAGE (AS A VALUE ENGINEERING ALTERNATIVE, ONE CONTROLLER WITH
RELAY MODULE TO PROVIDE SEPARATE CONTROL OF FANS ON A PER LEVEL BASIS MAY BE PROPOSED).
9. ALL CONTROLLERS AND DEVICES SHALL HAVE A WATER/DUST TIGHT CORROSION RESISTANT ENCLOSURE AND AUTOMATIC RESETTING THERMAL CIRCUIT FUSE. QUANTITY AND LOCATION
OF SENSORS SHOWN ON THE PLANS ARE APPROXIMATE ONLY AND SHALL BE CONFIRMED BY THE MANUFACTURER PRIOR TO BID. THE SYSTEM MANUFACTURER SHALL FURNISH COMPLETE
LAYOUT DRAWINGS DURING THE SUBMITTAL PHASE.
10. SENSORS SHALL BE MOUNTED AT 48" ABOVE FINISHED FLOOR UNLESS DICTATED OTHERWISE BY LOCAL CODE OR THE MANUFACTURER’S INSTALLATION INSTRUCTIONS.
11. SENSOR LOCATIONS SHOWN ON DRAWINGS REPRESENT A GENERAL GUIDELINE. ACTUAL SENSOR SPACING SHALL BE DETERMINED BY THE GAS DETECTION SYSTEM INSTALLER. SENSOR
SPACING SHALL BE IN ACCORDANCE WITH THE SUBMITTED MANUFACTURER’S COVERAGE REQUIREMENTS.
12. ALL WIRING SHALL BE PROTECTED BY CONDUIT.
13. THE GARAGE CIRCULATION FANS AND INTERMITTENT EXHAUST FANS SHALL BE PROVIDED WITH MOTOR STARTERS SIZED FOR THE EACH FAN’S MOTOR HORSEPOWER. ALL MOTOR
STARTERS AND DISCONNECT SWITCHES INSTALLED IN THE GARAGE SHALL BE NEMA 3R RATED.
14. SYSTEM SHALL BE MANUFACTURED BY HONEYWELL ANALYTICS, OR EQUAL PRODUCTS BY CRITICAL ENVIRONMENT TECHNOLOGIES, MACURCO OR INTEC CONTROLS.
15. SEQUENCE OF OPERATION:
16. THE SYSTEM CONSISTS OF MULTIPLE FANS; A CONTINUOUSLY OPERATING FAN TO PROVIDE THE CODE REQUIRED CONTINUOUS EXHAUST RATE, GARAGE CIRCULATION FANS, AND LARGER
FAN(S) CONTROLLED BY THE DETECTION AND MONITORING SYSTEM AS DESCRIBED BELOW.
17. UPON DETECTION OF ELEVATED LEVELS OF CARBON MONOXIDE OR NITROGEN DIOXIDE, THE ASSOCIATED LARGE EXHAUST FANS AND GARAGE CIRCULATION FANS FOR THAT ZONE SHALL
BE ENERGIZED, OPENING THE MOTORIZED DAMPER (WHERE APPLICABLE) PRIOR TO THE FAN ENERGIZING. THE FANS SHALL BE DE-ENERGIZED AFTER THE CONTAMINANT CONCENTRATION
LEVELS ARE UNDER THE ALLOWABLE LIMITS FOR A PERIOD OF TIME (ADJUSTABLE), AND THE MOTORIZED DAMPERS (WHERE APPLICABLE) SHALL CLOSE. THIS SEQUENCE SHALL REPEAT
AFTER EACH DETECTION OF ELEVATED CONTAMINANT LEVELS.
18. SHOULD THE CONTAMINANT LEVELS RISE ABOVE THE ALARM LIMIT SET POINTS, THE SYSTEM SHALL EMIT AN AUDIBLE AND VISUAL ALARM LOCATED IN A CONSPICUOUS LOCATION THE
COMBINATION SPEAKER/STROBES LOCATED IN THE GARAGE SHALL BE ACTIVATED. AUDIBLE ALARMS SHALL EMIT A TEMPORAL-4 SIGNAL.
19. A LINE VOLTAGE THERMOSTAT SHALL BE PROVIDED FOR EACH ZONE. IF THE TEMPERATURE SENSED BY THE THERMOSTAT EXCEEDS THE GARAGE TEMPERATURE SET POINT, THE GCF’S
ON THE ASSOCIATED ZONE SHALL BE ENERGIZED.
20. SYSTEM COMPONENT MODEL NUMBERS:
21. CONTROLLER (TYPICAL): HONEYWELL ANALYTICS 301C
22. CO SENSOR (TYPICAL): HONEYWELL ANALYTICS E3SCO OR E3SRMSCO
23. NO2 SENSOR (TYPICAL): HONEYWELL ANALYTICS E3SNO2 OR E3SRMNO2
LOADING DOCK EXHAUST WITH VFD CONTROL:
1. SET POINTS:
2. GARAGE TEMPERATURE SET POINT: 90°F (ADJ.).
3. CARBON MONOXIDE HIGH LIMIT SET POINT: 25 PPM.
4. CARBON MONOXIDE ALARM LIMIT SET POINT: 100 PPM.
5. NITROGEN DIOXIDE HIGH LIMIT SET POINT: 0.7 PPM.
6. NITROGEN DIOXIDE ALARM LIMIT SET POINT: 5 PPM.
7. SYSTEM DESCRIPTION:
8. PROVIDE ONE (1) STANDALONE GAS DETECTION AND CONTROL SYSTEM FOR EACH LEVEL OF THE PARKING GARAGE (AS A VALUE ENGINEERING ALTERNATIVE, ONE CONTROLLER WITH
RELAY MODULE TO PROVIDE SEPARATE CONTROL OF FANS ON A PER LEVEL BASIS MAY BE PROPOSED).
9. ALL CONTROLLERS AND DEVICES SHALL HAVE A WATER/DUST TIGHT CORROSION RESISTANT ENCLOSURE AND AUTOMATIC RESETTING THERMAL CIRCUIT FUSE. QUANTITY AND LOCATION
OF SENSORS SHOWN ON THE PLANS ARE APPROXIMATE ONLY AND SHALL BE CONFIRMED BY THE MANUFACTURER PRIOR TO BID. THE SYSTEM MANUFACTURER SHALL FURNISH COMPLETE
LAYOUT DRAWINGS DURING THE SUBMITTAL PHASE.
10. SENSORS SHALL BE MOUNTED AT 48" ABOVE FINISHED FLOOR UNLESS DICTATED OTHERWISE BY LOCAL CODE OR THE MANUFACTURER’S INSTALLATION INSTRUCTIONS.
11. SENSOR LOCATIONS SHOWN ON DRAWINGS REPRESENT A GENERAL GUIDELINE. ACTUAL SENSOR SPACING SHALL BE DETERMINED BY THE GAS DETECTION SYSTEM INSTALLER. SENSOR
SPACING SHALL BE IN ACCORDANCE WITH THE SUBMITTED MANUFACTURER’S COVERAGE REQUIREMENTS.
12. ALL WIRING SHALL BE PROTECTED BY CONDUIT.
13. THE GARAGE CIRCULATION FANS AND INTERMITTENT EXHAUST FANS SHALL BE PROVIDED WITH MOTOR STARTERS SIZED FOR THE EACH FAN’S MOTOR HORSEPOWER. ALL MOTOR
STARTERS AND DISCONNECT SWITCHES INSTALLED IN THE GARAGE SHALL BE NEMA 3R RATED.
14. SYSTEM SHALL BE MANUFACTURED BY HONEYWELL ANALYTICS, OR EQUAL PRODUCTS BY CRITICAL ENVIRONMENT TECHNOLOGIES, MACURCO OR INTEC CONTROLS.
15. SEQUENCE OF OPERATION:
16. THE SYSTEM CONSISTS OF CONTINUOUSLY OPERATING FAN(S) CONTROLLED BY A VARIABLE SPEED DRIVE TO PROVIDE THE CODE REQUIRED EXHAUST RATES. THE DETECTION AND
MONITORING SYSTEM AS DESCRIBED BELOW SHALL VARY THE FAN SPEED PROPORTIONALLY IN RESPONSE TO ELEVATED CONTAMINANT LEVELS. THE FAN(S) SHALL OPERATE AT 100%
CAPACITY WHEN THE CO OR NO2 LEVEL EXCEEDS THE HIGH LIMIT SET POINTS.
17. UPON DETECTION OF ELEVATED LEVELS OF CARBON MONOXIDE OR NITROGEN DIOXIDE, FOR EACH ZONE, THE ASSOCIATED FAN(S) SHALL INCREASE IN SPEED AND THE GARAGE
CIRCULATION FANS SHALL BE ENERGIZED. THE FAN(S) SHALL DECREASE IN SPEED AND THE GARAGE CIRCULATION FANS SHALL BE DE-ENERGIZED AFTER THE CONTAMINANT LEVELS ARE
BELOW THE HIGH LIMIT SET POINT FOR A PERIOD OF TIME (ADJUSTABLE). THIS SEQUENCE SHALL REPEAT AFTER EACH DETECTION OF ELEVATED CONTAMINANT LEVELS.
18. SHOULD THE CONTAMINANT LEVELS RISE ABOVE THE ALARM LIMIT SET POINTS, THE SYSTEM SHALL EMIT AN AUDIBLE AND VISUAL ALARM LOCATED IN A CONSPICUOUS LOCATION THE
COMBINATION SPEAKER/STROBES LOCATED IN THE GARAGE SHALL BE ACTIVATED. AUDIBLE ALARMS SHALL EMIT A TEMPORAL-4 SIGNAL.
19. A LINE VOLTAGE THERMOSTAT SHALL BE PROVIDED FOR EACH ZONE. IF THE TEMPERATURE SENSED BY THE THERMOSTAT EXCEEDS THE GARAGE TEMPERATURE SET POINT, THE GCF’S
ON THE ASSOCIATED ZONE SHALL BE ENERGIZED.
20. SYSTEM COMPONENT MODEL NUMBERS:
21. CONTROLLER (TYPICAL): HONEYWELL ANALYTICS 301C
22. CO SENSOR (TYPICAL): HONEYWELL ANALYTICS E3SCO OR E3SRMSCO
23. NO2 SENSOR (TYPICAL): HONEYWELL ANALYTICS E3SNO2 OR E3SRMNO2
DUCTLESS SPLIT SYSTEM HEAT PUMP UNITS:
1. DUCTLESS SPLIT SYSTEM HEAT PUMP UNITS SHALL BE CONTROLLED BY A REMOTE LOW VOLTAGE HEATING/COOLING WALL MOUNTED THERMOSTAT. THE THERMOSTAT SHALL OPEN/CLOSE
THE REVERSING VALVE AND CYCLE THE SUPPLY FAN, MODULATE THE COMPRESSOR, AND MODULATE THE CONDENSER FAN TO MAINTAIN A COOLING SET POINT OF 75°F (ADJ.) AND A
HEATING SET POINT OF 70°F (ADJ.).
DUCTLESS SPLIT SYSTEM A/C UNITS (COOLING ONLY):
1. DUCTLESS SPLIT SYSTEM A/C UNITS SHALL BE CONTROLLED BY A REMOTE LOW VOLTAGE COOLING ONLY WALL MOUNTED THERMOSTAT. THE THERMOSTAT SHALL CYCLE THE SUPPLY FAN,
MODULATE THE COMPRESSOR, AND MODULATE THE CONDENSER FAN TO MAINTAIN A COOLING SET POINT OF 75°F (ADJ.).
DWELLING UNIT SPLIT SYSTEM HEAT PUMP UNITS:
1. THERMOSTAT: 7-DAY PROGRAMMABLE THERMOSTAT WITH AUTO-CHANGEOVER CONTROL. PROVIDE WITH ADAPTIVE SETBACK RECOVERY CONTROLS TO ANTICIPATE THE TIME REQUIRED
TO BRING THE SPACE TO SETPOINT WHEN RETURNING TO NORMAL MODE FROM SETBACK MODE. PROVIDE WITH REMOTE OUTDOOR AIR TEMPERATURE SENSOR. BASIS OF DESIGN:
BRAEBURN 5220 OR APPROVED EQUAL.
2. COOLING MODE: THE FAN SHALL CYCLE, AND THE COMPRESSOR SHALL STAGE TO MAINTAIN THE SPACE SET POINT. THE REVERSING VALVE SHALL BE IN THE COOLING POSITION.
3. HEATING MODE: THE FAN SHALL CYCLE, AND THE COMPRESSOR SHALL STAGE TO MAINTAIN THE SPACE SET POINT. THE REVERSING VALVE SHALL BE IN THE HEATING POSITION. IF THE
HEATING LOAD CANNOT BE MET BY THE COMPRESSOR ALONE, THE AUXILIARY ELECTRIC HEATER SHALL BE ENERGIZED IN STAGES TO AUGMENT THE COMPRESSOR OPERATION.
4. SMOKE DETECTOR INTERLOCK: THE UNIT SHALL BE DE-ENERGIZED UPON DETECTION OF SMOKE BY THE SPACE SMOKE DETECTOR TO ALLOW THE RADIATION DAMPER TO CLOSE. REFER
TO AIR HANDLER/FURNACE SHUTDOWN WIRING DETAIL FOR ADDITIONAL INFORMATION.
AMENITY SPLIT-SYSTEM HEAT PUMP UNITS (WITHOUT CO2 CONTROL):
1. THERMOSTAT: 7-DAY PROGRAMMABLE THERMOSTAT WITH AUTO-CHANGEOVER CONTROL. PROVIDE WITH ADAPTIVE SETBACK RECOVERY CONTROLS TO ANTICIPATE THE TIME REQUIRED
TO BRING THE SPACE TO SETPOINT WHEN RETURNING TO NORMAL MODE FROM SETBACK MODE. PROVIDE WITH REMOTE OUTDOOR AIR TEMPERATURE SENSOR. BASIS OF DESIGN:
BRAEBURN 5220 OR APPROVED EQUAL.
2. COOLING MODE: THE FAN SHALL RUN CONTINUOSLY DURING OCCUPIED HOURS, AND THE COMPRESSOR SHALL CYCLE TO MAINTAIN THE SPACE SET POINT. THE REVERSING VALVE SHALL
BE IN THE COOLING POSITION.
3. HEATING MODE: THE FAN SHALL RUN CONTINUOSLY DURING OCCUPIED HOURS, AND THE COMPRESSOR SHALL CYCLE TO MAINTAIN THE SPACE SET POINT. THE REVERSING VALVE SHALL
BE IN THE HEATING POSITION. IF THE HEATING LOAD CANNOT BE MET BY THE COMPRESSOR ALONE, THE AUXILIARY ELECTRIC HEATER SHALL BE ENERGIZED IN STAGES TO AUGMENT THE
COMPRESSOR OPERATION.
4. SMOKE DETECTOR INTERLOCK (WHERE SMOKE DETECTORS ARE SHOWN): THE UNIT SHALL BE DE-ENERGIZED UPON DETECTION OF SMOKE BY THE SMOKE DETECTOR AT THE UNIT INLET.
5. WHERE AN ASSOCIATED OUTDOOR AIR FAN SUPPLIES OUTDOOR AIR TO THE INDOOR UNIT, THE OUTDOOR AIR FAN SHALL RUN CONTINUOUSLY. A MOTORIZED DAMPER SHALL BE
INTERLOCKED WITH THE OUTDOOR AIR FAN.
ROOF MOUNTED UNITS:
1. SET POINTS:
2. SUPPLY AIR TEMPERATURE SET POINT: 70°F (ADJ.).
3. SUPPLY AIR MAXIMUM DEW POINT TEMPERATURE: 55°F (ADJ.).
4. CORRIDOR COOLING SET POINT: 75°F (ADJ.).
5. CORRIDOR HEATING SET POINT: 70°F (ADJ.).
6. GENERAL:
7. THE UNIT SHALL BE PROVIDED WITH A REMOTE TOUCHSCREEN CONTROL PANEL TO PROVIDE A REMOTE INTERFACE WITH THE ONBOARD CONTROLLER.THE REMOTE CONTROL PANEL
SHALL BE LOCATED IN THE BUILDING ENGINEER’S OFFICE OR AS INDICATED ON THE DRAWINGS.
8. THE REMOTE CONTROL PANEL SHALL MONITOR THE FOLLOWING POINTS FOR TROUBLESHOOTING:
1. OUTDOOR AIR DRY BULB TEMPERATURE.
2. OUTDOOR AIR DEW POINT TEMPERATURE.
3. COOLING COIL LEAVING AIR DRY BULB TEMPERATURE.
4. COOLING COIL LEAVING AIR DEW POINT TEMPERATURE.
5. SUPPLY AIR DRY BULB TEMPERATURE.
6. SUPPLY AIR DEW POINT TEMPERATURE.
7. OUTDOOR AIR FLOW RATE.
9. NORMAL MODE:
10. THE UNIT SHALL OPERATE IN NORMAL MODE UNLESS MANUALLY COMMANDED OFF FOR MAINTENANCE.
11. WHILE OPERATING IN NORMAL MODE, THE SUPPLY FAN SHALL BE ENERGIZED, THE OUTDOOR AIR DAMPER SHALL BE OPEN, THE COMPRESSOR(S) SHALL MODULATE/STAGE, THE
CONDENSER FANS SHALL STAGE, THE HOT GAS REHEAT COIL SHALL MODULATE, AND THE NATURAL GAS FURNACE SHALL STAGE TO MAINTAIN THE SUPPLY AIR TEMPERATURE SET POINT
AND SUPPLY AIR MAXIMUM DEW POINT TEMPERATURE.
12. DEHUMIDIFICATION USING THE COOLING COIL AND HOT GAS REHEAT COIL SHALL BE ENABLED WHENEVER THE OUTDOOR AIR DEW POINT TEMPERATURE IS GREATER THAN 50°F (ADJ.).
13. SUPPLY AIR TEMPERATURE RESET:
1. AVERAGING SPACE TEMPERATURE SENSORS SHALL BE INSTALLED IN THE CORRIDOR ON LEVELS 2, 5, 8, AND 12.
2. IF THE AVERAGE CORRIDOR TEMPERATURE RISES ABOVE THE CORRIDOR COOLING SET POINT, THE SUPPLY AIR TEMPERATURE SHALL BE RESET TO 65°F (ADJ.) UNTIL THE SET POINT
IS REACHED.
3. IF THE AVERAGE CORRIDOR TEMPERATURE FALLS BELOW THE CORRIDOR HEATING SET POINT, THE SUPPLY AIR TEMPERATURE SHALL BE RESET TO 80°F (ADJ.) UNTIL THE SET POINT
IS REACHED.
14. SMOKE DETECTOR INTERLOCK:
15. THE RETURN AIR SMOKE DETECTOR SHALL BE INTERLOCKED TO SHUT DOWN THE SUPPLY FAN UPON DETECTION OF PRODUCTS OF COMBUSTION.
16. ALARMS:
17. DIRTY FILTER ALARM: FILTER PRESSURE DROP EXCEEDS 1.0”W.G. (ADJ.).
18. SYSTEM STATUS MIS-MATCH: UNIT IS COMMANDED ON, BUT STATUS IS OFF OR VICE VERSA.
19. HIGH SUPPLY AIR TEMPERATURE ALARM: SUPPLY AIR TEMPERATURE EXCEEDS 110°F (ADJ.).
20. LOW SUPPLY AIR TEMPERATURE ALARM: SUPPLY AIR TEMPERATURE IS LESS THAN 50°F (ADJ.).
21. HIGH SUPPLY AIR DEW POINT TEMPERATURE: SUPPLY AIR DEW POINT TEMPERATURE EXCEEDS 60°F (ADJ.).
K L M N P Q R U
7
6
5
S
8
T
RETAIL
791 CIRCULATION
772
ELEVATOR 3
339
TRASH
385
RESTAURANT
325
STAIR 5
1175
TR
1
EUH
R-12
EUH
R-13
EUH
R-14
EUH
R-15
EUH
R-16
EUH
R-17
EUH
1-2
EWH
1-3
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
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LEVEL 1 -
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
LEVEL 1 -FLOOR PLAN -AREA A1
DATE DESCRIPTION REV
C D E F G H J
7
6
5
8
B
OV XY
STAIR 2
824
BOH
531
MAIL ROOM
825
ELEVATOR 2
1341
ELEVATOR 1
1342
LEASING/LOBBY
779
FITNESS
803
RETAIL
791
EUH
R-11
EUH
R-12
EWH
1-2
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
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LEVEL 1 -
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SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
LEVEL 1 -FLOOR PLAN -AREA B1
DATE DESCRIPTION REV
C D
9
10
11
13
14
16
17
8
B
15
12
STAIR 1
1203
RETAIL
974
TRASH
967
RETAIL
330
RETAIL
812
RETAIL
973
STAIR 2
824
TR
2
EUH
R-2
EUH
R-3
EUH
R-4
EUH
R-1
EUH
R-5
EUH
R-6
EUH
R-7
EUH
R-8
EUH
R-9
EUH
R-10
EUH
1-1
M
EWH
1-1
EWH
1-2
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
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22020579
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2247601
LEVEL 1 -
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AREA C
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
LEVEL 1 -FLOOR PLAN -AREA C1
DATE DESCRIPTION REV
K L M N P Q R
4
U
7
6
5
1
2
S
8
3
T
ELEVATOR 3
340
CIRCULATION
1317
BOH
701
STAIR 5
1176
GSF
2-1
GSF
2-2
SP
5
TR
1
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
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22020579
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2247601
LEVEL 2 -
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
LEVEL 2 -FLOOR PLAN -AREA A1
DATE DESCRIPTION REV
C D E F G H J
4
7
6
5
1
2
8
3
B
OV XY
STAIR 2
800
CIRCULATION
643
ELEVATOR 1
1344
ELEVATOR 2
1343
BOH
632
STAIR 3
1184
GEF
2-1
GEF
2-2
SP
2
EWH
2-1
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
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22020579
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LEVEL 2 -
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SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
LEVEL 2 -FLOOR PLAN -AREA B1
DATE DESCRIPTION REV
C D
9
10
11
13
14
16
17
8
B
15
12
STAIR 2
800
TR
2
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
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SCHEMATIC DESIGN PACKAGE
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MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
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4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
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Scale: 1/8" = 1'-0"
LEVEL 2 -FLOOR PLAN -AREA C1
DATE DESCRIPTION REV
K L M N P Q R
4
U
7
6
5
1
2
S
8
3
T
ELEC ROOM
688
STAIR 5
1177
PET SPA
1433
RESIDENTIAL STORAGE
400
BOH
1424TELECOM
904
CIRCULATION
927
UNIT S2
845
UNIT A4
1421
UNIT AD2
871
UNIT AD2
844
UNIT A2
841
UNIT A5
872
BOH
842
UNIT S3
813UNIT A6
499
ELEVATOR 3
341
TRASH
371
GSF
3-1
GSF
3-2
SP
5
TR
1
RTU
7
RTU
8
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
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LEVEL 3 -
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AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
LEVEL 3 -FLOOR PLAN -AREA A1
DATE DESCRIPTION REV
TT
C D E F G H J
4
7
6
5
1
2
8
3
B
OV XY
STAIR 3
1189
UNIT B3
850
RESIDENTIAL STORAGE
399
UNIT B3
740
UNIT A6
497
UNIT A6
510
RESIDENTIAL STORAGE
691
TELECOM
832
ELEVATOR 2
1345
ELEVATOR 1
1346
ELEC ROOM
851
STAIR 2
804
FIRE COMMAND
1239
ELEC ROOM
692
TELECOM
899
GEF
3-1
GEF
3-2
SP
2
SP
3
RTU
1
DFH
1-2
DHP
1-2
DHP
1-1
DFH
1-1
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
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22020579
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LEVEL 3 -
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AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
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4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
LEVEL 3 -FLOOR PLAN -AREA B1
DATE DESCRIPTION REV
C D
9
10
11
13
14
16
17
8
B
15
12
ELEC ROOM
851
STAIR 2
804
UNIT A6
838
UNIT BA1
863
UNIT A2
854
UNIT BA1
933
CIRCULATION
434
UNIT B2
858
UNIT B2
859
UNIT AU1
866
UNIT AU1
506
UNIT B2
956
UNIT A2
934
UNIT BA1
936
UNIT B10
485
STAIR 1
1205
UNIT B2
680
UNIT B2
862
UNIT AD2
957
BOH
828
TRASH
960
TELECOM
935
C 10x8 RA
10x8 SA
CC 10x8 RA
RTU
9
RTU
10
10x8 SA
C8x8 SA
8x8 SA
8x8 SA
TR
2
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
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CHARLOTTE, NC 28203
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AREA C
SCHEMATIC DESIGN PACKAGE
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Jordan & Skala
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4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
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Certification No.:
Scale: 1/8" = 1'-0"
LEVEL 3 -FLOOR PLAN -AREA C1
DATE DESCRIPTION REV
K L M N P Q R
4
U
7
6
5
1
2
S
8
3
T
STAIR 5
1178
BOH
1441
BOH
1441
BOH
1441BOH
1441
CIRCULATION
1320
UNIT S2
631
UNIT A4
929
UNIT AD2
834
UNIT AD2
630
UNIT A2
616
UNIT A5
839
BOH
623
UNIT S3
361UNIT A6
458
ELEVATOR 3
343
TRASH
372
GSF
4-1
GSF
4-2
SP
5
TR
1
RTU
7
RTU
8
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
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2247601
LEVEL 4 -
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
LEVEL 4 -FLOOR PLAN -AREA A1
DATE DESCRIPTION REV
C D E F G H J
4
7
6
5
1
2
8
3
B
OV XY
UNIT B3
741
BOH
1434
UNIT B3
739
UNIT A6
511
UNIT A6
433
RESIDENTIAL STORAGE
874
RESIDENTIAL STORAGE
874
ELEVATOR 2
1347
ELEVATOR 1
1348
ELEC ROOM
750
STAIR 2
805
BOH
1430
LOADING
321
GEF
4-1
GEF
4-2
SP
2
SP
3
RTU
1
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
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22020579
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ALS SDW
2247601
LEVEL 4 -
FLOOR PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
LEVEL 4 -FLOOR PLAN -AREA B1
DATE DESCRIPTION REV
C D
9
10
11
13
14
16
17
8
B
15
12
ELEC ROOM
750
STAIR 2
805
UNIT A6
836
UNIT BA1
939
UNIT A2
937
UNIT BA1
940
CIRCULATION
438
UNIT B2
642
UNIT B2
647
UNIT AU1
735
UNIT AU1
504
UNIT B2
736
UNIT A2
941
UNIT BA1
943
UNIT B10
481
STAIR 1
1206
UNIT B2.1
428
UNIT B2
683
UNIT AD2
968
BOH
926
TRASH
961
BOH
942
C 10x8 RA
10x8 SA
CC 10x8 RA
RTU
9
RTU
10
10x8 SA
C8x8 SA
8x8 SA
8x8 SA
TR
2
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
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22020579
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2247601
LEVEL 4 -
FLOOR PLAN -
AREA C
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
LEVEL 4 -FLOOR PLAN -AREA C1
DATE DESCRIPTION REV
K L M N P Q R
4
U
7
6
5
1
2
S
8
3
T
STAIR 5
1179
RESIDENTIAL STORAGE
394
RESIDENTIAL STORAGE
394
TELECOM
898
CIRCULATION
774
UNIT S2
865
UNIT A4
391
UNIT AD2
502
UNIT AD2
498
UNIT A2
689
UNIT A5
414
BOH
690
UNIT S3-A
488UNIT A6
405
ELEVATOR 3
344
TRASH
373
STAIR 4
378
GSF
5-1
GSF
5-2
SP
5
TR
1
RTU
7
RTU
8
EWH
5-1
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
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22020579
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2247601
LEVEL 5 -
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
LEVEL 5 -FLOOR PLAN -AREA A1
DATE DESCRIPTION REV
C D E F G H J
4
7
6
5
1
2
8
3
B
OV XY
UNIT B3
764
MAINTENENCE AND
ENGINEERING
827
UNIT B3
763
UNIT A6
401
UNIT A6
403
RESIDENTIAL STORAGE
379
TELECOM
846
ELEVATOR 2
1349
ELEVATOR 1
1350
ELEC ROOM
878
STAIR 2
806
BOH
568
STAIR 3
1191
GEF
5-1
GEF
5-2
SP
2
SP
3
RTU
1
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
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ALS SDW
2247601
LEVEL 5 -
FLOOR PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
LEVEL 5 -FLOOR PLAN -AREA B1
DATE DESCRIPTION REV
C D
9
10
11
13
14
16
17
8
B
15
12
ELEC ROOM
878
STAIR 2
806
UNIT A6
833
UNIT BA1-A
487
UNIT A2
944
UNIT BA1
948
CIRCULATION
432
UNIT B2
706
UNIT B2
708
UNIT AU1
518
UNIT AU1
514
UNIT B2
721
UNIT A2
949
UNIT BA1-A
486
UNIT B10
807
STAIR 1
1207
UNIT B2.1
427
UNIT B2
720
UNIT AD2
969
BOH
928
TRASH
962
TELECOM
950
C 10x8 RA
10x8 SA
CC 10x8 RA
RTU
9
RTU
10
10x8 SA
C8x8 SA
8x8 SA
8x8 SA
TR
2
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
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22020579
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ALS SDW
2247601
LEVEL 5 -
FLOOR PLAN -
AREA C
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
LEVEL 5 -FLOOR PLAN -AREA C1
DATE DESCRIPTION REV
UNIT A6
411
UNIT AD2
470
STAIR 4
362
BOH
392
UNIT B1
460
UNIT A1
436
UNIT A7
751
UNIT A1
435
UNIT B1
452
UNIT A1
353
UNIT A1
440
UNIT B1
448
UNIT BA1.1
482
UNIT BA1.1
979
UNIT B1
450
UNIT A1
437
UNIT A1
352
UNIT A2-A
634
UNIT AD2
513
UNIT AD2
742
UNIT A4
1425
UNIT S2
522
STAIR 5
1074
UNIT S4
402
UNIT A5
419
UNIT A7
523
UNIT B2
521
UNIT B2.1
566
AMENITY
727
ELEVATOR 3
338
TRASH
367
UNIT B5
820
UNIT B1
464
RTU
4
RTU
5
RTU
6
RTU
7
RTU
8
C
10x10 RA10x10 SA8x8 SA
C
10x10 SA
C
10x10 SA
C
C
10x10 SA
C
10x10 RA
C 10x10 RA
C
10x10 RA
8x8 SA
10x8 SA 8x8 SA
10x8 SA
10x8 SA
8x8 SA
C
10x10 RA
10x10 SA
C
10x8 SA 8x8 SA
10x8 SA
SP
4
SP
5
TR
1
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
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22020579
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2247601
LEVEL 6 -
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
LEVEL 6 -FLOOR PLAN -AREA A1
DATE DESCRIPTION REV
STAIR 3
947
UNIT B6
335
UNIT A1
446
UNIT B1
478
UNIT AD2
461
UNIT A5
483
UNIT A6
406
UNIT A6
411
UNIT A1
442
UNIT A7
447
UNIT A1
444
UNIT B1
474
UNIT A1
445
UNIT S2
730
UNIT B1
476
UNIT A1
484
UNIT A1
354
UNIT A1
333
UNIT B6
500
UNIT BA1
978
STAIR 2
793
ELEC ROOM
528
ELEVATOR 1
1340
ELEVATOR 2
1339
BOH
792
RTU
1
RTU
2
RTU
3
CC
C
C
C
C
10x8 SA
10x8 RA
10x10 SA
10x10 RA
8x8 SA
8x8 SA
10x10 SA
8x8 SA
10x8 SA 10x10 RA
SP
2
SP
3
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
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22020579
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ALS SDW
2247601
LEVEL 6 -
FLOOR PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
LEVEL 6 -FLOOR PLAN -AREA B1
DATE DESCRIPTION REV
STAIR 2
793
ELEC ROOM
528
UNIT B2
501
CIRCULATION
431
UNIT A6
387
UNIT BA1
954
UNIT B2
515
UNIT B2
517
UNIT AU1
336
UNIT AU1
503
BOH
890
BOH
843
BOH
829
UNIT A2
952
UNIT BA1
955
UNIT A2-A
489
TRASH
958
BOH
930
UNIT BA1
977
UNIT B10
821
UNIT B2.1
891
UNIT B2
762
UNIT AD2
970
STAIR 1
975
UNIT B2
760
C 10x8 RA
10x8 SA
CC 10x8 RA
RTU
9
RTU
10
10x8 SA
C8x8 SA
8x8 SA
8x8 SA
TR
2
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
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22020579
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2247601
LEVEL 6 -
FLOOR PLAN -
AREA C
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
LEVEL 6 -FLOOR PLAN -AREA C1
DATE DESCRIPTION REV
UNIT A6
415
UNIT AD2
1211
STAIR 4
381
BOH
1227
UNIT B1
554
UNIT A1
538
UNIT A7
612
UNIT A1
537
UNIT B1
552
UNIT A3
1372
UNIT A1
541
UNIT B1
548
UNIT BA1.1
761
UNIT BA1.1
767
UNIT B1
550
UNIT A1
539
UNIT A3
1371
UNIT A2
579
UNIT AD2
599
UNIT AD2
1375
UNIT A4
1426
UNIT S2
609
STAIR 5
1180
UNIT S4
410
UNIT A5
604
UNIT A7
610
UNIT B2
608
UNIT B2.1
575
ELEVATOR 3
346
TRASH
376
UNIT B5
818
UNIT B1
556
RTU
4
RTU
5
RTU
6
RTU
7
RTU
8
C
10x10 RA10x10 SA8x8 SA
C
10x10 SA
C
10x10 SA
C
C
10x10 SA
C
10x10 RA
C 10x10 RA
C
10x10 RA
8x8 SA
10x8 SA 8x8 SA
10x8 SA
10x8 SA
8x8 SA
C
10x10 RA
10x10 SA
C
10x8 SA 8x8 SA
10x8 SA
SP
4
SP
5
TR
1
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
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22020579
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2247601
LEVEL 7 -
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
LEVEL 7 -FLOOR PLAN -AREA A1
DATE DESCRIPTION REV
STAIR 3
1192
UNIT B6
1376
UNIT A1
546
UNIT B1
562
UNIT AD2
1210
UNIT A5
1200
UNIT A6
413
UNIT A6
415
UNIT A1
543
UNIT A7
547
UNIT A1
544
UNIT B1
558
UNIT A1
545
UNIT A2
613
UNIT B1
560
UNIT A1
570
UNIT A3
1373
UNIT A1
572
UNIT B6
586
UNIT BA1
527
STAIR 2
808
ELEC ROOM
607
ELEVATOR 1
1352
ELEVATOR 2
1351
BOH
830
RTU
1
RTU
2
RTU
3
CC
C
C
C
C
10x8 SA
10x8 RA
10x10 SA
10x10 RA
8x8 SA
8x8 SA
10x10 SA
8x8 SA
10x8 SA 10x10 RA
SP
2
SP
3
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
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22020579
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2247601
LEVEL 7 -
FLOOR PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
LEVEL 7 -FLOOR PLAN -AREA B1
DATE DESCRIPTION REV
STAIR 2
808
ELEC ROOM
607
UNIT B2
535
CIRCULATION
430
UNIT A6
532
UNIT BA1
982
UNIT B2
1386
UNIT B2
1387
UNIT AU1
1392
UNIT AU1
505
BOH
920
BOH
918
BOH
913
UNIT A2
980
UNIT BA1
983
UNIT A2
984
TRASH
963
BOH
931
UNIT BA1
986
UNIT B10
473
UNIT B2.1
583
UNIT B2
1391
UNIT AD2
971
STAIR 1
1208
UNIT B2
1389
C 10x8 RA
10x8 SA
CC 10x8 RA
RTU
9
RTU
10
10x8 SA
C8x8 SA
8x8 SA
8x8 SA
TR
2
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
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22020579
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2247601
LEVEL 7 -
FLOOR PLAN -
AREA C
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
LEVEL 7 -FLOOR PLAN -AREA C1
DATE DESCRIPTION REV
UNIT A6
421
UNIT AD2
1226
STAIR 4
383
BOH
1232
UNIT B1
661
UNIT A1
645
UNIT A7
717
UNIT A1
644
UNIT B1
659
UNIT A3
356
UNIT A1
648
UNIT B1
655
UNIT BA1.1
790
UNIT BA1.1
860
UNIT B1
657
UNIT A1
646
UNIT A3
355
UNIT A2
684
UNIT AD2
707
UNIT AD2
1326
UNIT A4
1427
UNIT S2
714
STAIR 5
1181
UNIT S4
409
UNIT A5
709
UNIT A7
715
UNIT B2
713
UNIT B2.1
596
UNIT S3-A
492
ELEVATOR 3
350
TRASH
377
UNIT B5
678
UNIT B1
663
RTU
4
RTU
5
RTU
6
RTU
7
RTU
8
C
10x10 RA10x10 SA8x8 SA
C
10x10 SA
C
10x10 SA
C
C
10x10 SA
C
10x10 RA
C 10x10 RA
C
10x10 RA
8x8 SA
10x8 SA 8x8 SA
10x8 SA
10x8 SA
8x8 SA
C
10x10 RA
10x10 SA
C
8x8 SA
10x8 SA
SP
4
SP
5
TR
1
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
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2247601
LEVEL 8 -
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
LEVEL 8 -FLOOR PLAN -AREA A1
DATE DESCRIPTION REV
STAIR 3
1193
UNIT B6
1325
UNIT A1
653
UNIT B1
669
UNIT AD2
1225
UNIT A5
1222
UNIT A6
420
UNIT A6
421
UNIT A1
650
UNIT A7
654
UNIT A1
651
UNIT B1
665
UNIT A1
652
UNIT A2-A
637
UNIT B1
667
UNIT A1
675
UNIT A3
357
UNIT A1
677
UNIT B6
699
UNIT BA1-A
490
STAIR 2
809
ELEC ROOM
1328
ELEVATOR 1
1354
ELEVATOR 2
1353
BOH
879
RTU
1
RTU
2
RTU
3
CC
C
C
C
C
10x8 SA
10x8 RA
10x10 SA
10x10 RA
8x8 SA
8x8 SA
10x10 SA
8x8 SA
10x8 SA 10x10 RA
SP
2
SP
3
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
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LEVEL 8 -
FLOOR PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
LEVEL 8 -FLOOR PLAN -AREA B1
DATE DESCRIPTION REV
STAIR 2
809
ELEC ROOM
1328
UNIT B2
542
CIRCULATION
429
UNIT A6
534
UNIT BA1
989
UNIT B2
1338
UNIT B2
1359
UNIT AU1
1378
UNIT AU1
508
BOH
924
BOH
923
BOH
921
UNIT A2
987
UNIT BA1
990
UNIT A2-A
491
TRASH
964
BOH
932
UNIT BA1
993
UNIT B10
472
UNIT B2.1
598
UNIT B2
1377
UNIT AD2
972
STAIR 1
1209
UNIT B2
1365
C 10x8 RA
10x8 SA
CC 10x8 RA
RTU
9
RTU
10
10x8 SA
C8x8 SA
8x8 SA
8x8 SA
TR
2
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
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DATE DESCRIPTION INCLUDED
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2247601
LEVEL 8 -
FLOOR PLAN -
AREA C
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
LEVEL 8 -FLOOR PLAN -AREA C1
DATE DESCRIPTION REV
UNIT A6
424
UNIT AD2
1221
STAIR 4
386
BOH
1235
UNIT B1
591
UNIT A1
565
UNIT A7
743
UNIT A1
564
UNIT B1
589
UNIT A3
747
UNIT A1
573
UNIT B1
584
UNIT BA1.1
861
UNIT BA1.1
867
UNIT B1
587
UNIT A1
571
UNIT A3
746
UNIT A2
682
UNIT AD2
722
UNIT AD2
757
UNIT A4
1428
UNIT S2
848
STAIR 5
1182
UNIT S4
766
UNIT A5
723
UNIT A7
734
UNIT B2
726
UNIT B2.1
624
UNIT S3
816
ELEVATOR 3
351
TRASH
380
UNIT B5
359
UNIT B1
595
RTU
4
RTU
5
RTU
6
RTU
7
RTU
8
C
10x10 RA10x10 SA8x8 SA
C
10x10 SA
C
10x10 SA
C
C
10x10 SA
C
10x10 RA
C 10x10 RA
C
10x10 RA
8x8 SA
10x8 SA 8x8 SA
10x8 SA
10x8 SA
8x8 SA
C
10x10 RA
10x10 SA
C
10x8 SA 8x8 SA
10x8 SA
SP
4
SP
5
SP
4
SP
5
TR
1
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
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22020579
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2247601
LEVEL 9-10 -
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
LEVEL 9-10 -FLOOR PLAN -AREA A1
DATE DESCRIPTION REV
STAIR 3
1194
UNIT B6
756
UNIT A1
581
UNIT B1
615
UNIT AD2
1220
UNIT A5
1217
UNIT A6
422
UNIT A6
424
UNIT A1
576
UNIT A7
582
UNIT A1
577
UNIT B1
601
UNIT A1
578
UNIT A2
744
UNIT B1
603
UNIT A1
629
UNIT A3
748
UNIT A1
633
UNIT B6
700
UNIT BA1
593
STAIR 2
810
ELEC ROOM
759
ELEVATOR 1
1356
ELEVATOR 2
1355
BOH
412
RTU
1
RTU
2
RTU
3
CC
C
C
C
C
10x8 SA
10x8 RA
10x10 SA
10x10 RA
8x8 SA
8x8 SA
10x10 SA
8x8 SA
10x8 SA 10x10 RA
UNIT B6
705
UNIT A6
536
SP
2
SP
3
SP
2
SP
3
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
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2247601
LEVEL 9-10 -
FLOOR PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
LEVEL 9-10 -FLOOR PLAN -AREA B1
DATE DESCRIPTION REV
STAIR 2
810
ELEC ROOM
759
RTU
LR-1
RTU
LR-2
RTU
9
RTU
10
TR
LR-1
TR
2
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
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DATE DESCRIPTION INCLUDED
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2247601
LEVEL 9 -LOW
ROOF -FLOOR
PLAN -AREA C
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
LEVEL 9 LOW ROOF -FLOOR PLAN -AREA C1
DATE DESCRIPTION REV
RTU
HR-4
RTU
HR-5
RTU
HR-6
RTU
4
RTU
5
RTU
6
RTU
7
RTU
8
RTU
HR-8 RTU
HR-7
AMENITY HEAT PUMPS
AMENITY HEAT PUMPS
SP
4
SP
5
SPF
4
S
SPF
5S
TR
HR-1
TR
1
M
DRAWN BY CHECKED BY
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SHEET NAME:
SEAL:
ISSUE
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REVISION
DATE DESCRIPTION INCLUDED
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22020579
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ALS SDW
2247601
ROOF PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
HIGH ROOF -AREA A1
DATE DESCRIPTION REV
RTU
1
RTU
HR-3
RTU
2
RTU
3
RTU
HR-1
RTU
HR-2
SP
2
SP
3
SPF
2
S
SPF
3
S
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
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22020579
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2247601
ROOF PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/8" = 1'-0"
HIGH ROOF -AREA B1
DATE DESCRIPTION REV
TT
AHU
A
-
18x10C-
18x10C
-
24x12C
12x10 SA R14x6A155
10x6A100
14x6A155
14x6A155
8x4B30 RRRRR R
EF
A
4"Ø
7"Ø
7"Ø
7"Ø
6"Ø
4Ø EA 4Ø EA
7
5
6
3 2
4
1
AHU
A
EF
A
-
18x10C-
18x10C
-
24x12C
8x4B30
4Ø EA
4Ø EA
14x6A170
14x6A200
14x6A170
12x10 SA RR
R
RRRR
8x4B30
4"Ø
4"Ø
8"Ø
8"Ø
8"Ø
5
6
2
7
4
3
1
KEYNOTES
1. ELECTRICAL LOAD CENTER SHOWN FOR REFERENCE. AVOID ROUTING DUCTWORK OVER
LOAD CENTER.
2. ROUTE 4"∅DRYER EXHAUST DUCT FROM DRYER EXHAUST WALL BOX UP IN WALL AND
INTO TRUSS SPACE. FIRESTOP PENETRATION AT TOP PLATE. ROUTE EXHAUST DUCT TO
EXTERIOR WALL CAP/SOFFIT GRILLE. REFER TO DRYER VENT LENGTH CALCULATION FOR
QUANTITY AND TYPE OF ELBOWS.
3. DRYER MAKE-UP AIR -TWO (2) 18X10 TYPE "G" GRILLES; ONE ON EACH SIDE OF WALL
CENTERED ABOVE THE DOOR TO PROVIDE A MINIMUM OF 120 SQUARE INCHES FREE AREA.
IN ADDITION, UNDERCUT (BY OTHERS) LAUNDRY ROOM DOOR(S) 1" TO PROVIDE FOR
HIGH/LOW MAKE-UP AIR. 1" UNDERCUT SHALL BE FROM TOP OF FINISHED FLOOR.
4. KITCHEN HOOD IS THE RECIRCULATING TYPE (WITH INTEGRAL BDD) PROVIDED BY OTHERS.
5. AIR HANDLING UNIT SHALL BE SHUT OFF UPON ACTIVATION OF THE FIRE STAT LOCATED IN
THE AHU DUCT. PROVIDE ALL CONTROL WIRING AND INTERLOCK.
6. TRAP AND ROUTE PRIMARY CONDENSATE FULL SIZE OF UNIT CONNECTION (MIN. 3/4") TO
HUB DRAIN IN MECHANICAL CLOSET (RE: PLUMBING DRAWINGS FOR LOCATION). REFER TO
CONDENSATE TRAP AND DWELLING UNIT AIR HANDLING UNIT DETAILS FOR ADDITIONAL
REQUIREMENTS.
7. REFRIGERANT PIPING RISERS.
INDICATED ON PLAN AS APPLY TO THIS SHEET ONLY#
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
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22020579
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2247601
UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/4" = 1'-0"
UNIT S21
Scale: 1/4" = 1'-0"
UNIT A12
DATE DESCRIPTION REV
T
T
AHU
A
-
18x10C
12x10 SA R-
18x10C
-
24x12C
14x6A200 14x6A200
8x4B30
8x4B30
12x6A140
7"Ø
4"Ø
4"Ø
8"Ø
8"Ø
R
R
RRREF
A
4Ø EA4Ø EA
4
5
6
2
3
7
1
AHU
A
-
18x10C
-
24x12C
12x10 SA
R14x6A200 14x6A170
8x4B30
10x6A100
10x6A100
6"Ø
4"Ø
8"Ø
8"Ø
6"Ø
RRRRR
R
4Ø EA 4Ø EA
EF
A
5
6
7
2
3
4
1
KEYNOTES
1. ELECTRICAL LOAD CENTER SHOWN FOR REFERENCE. AVOID ROUTING DUCTWORK OVER
LOAD CENTER.
2. ROUTE 4"∅DRYER EXHAUST DUCT FROM DRYER EXHAUST WALL BOX UP IN WALL AND
INTO TRUSS SPACE. FIRESTOP PENETRATION AT TOP PLATE. ROUTE EXHAUST DUCT TO
EXTERIOR WALL CAP/SOFFIT GRILLE. REFER TO DRYER VENT LENGTH CALCULATION FOR
QUANTITY AND TYPE OF ELBOWS.
3. DRYER MAKE-UP AIR -TWO (2) 18X10 TYPE "G" GRILLES; ONE ON EACH SIDE OF WALL
CENTERED ABOVE THE DOOR TO PROVIDE A MINIMUM OF 120 SQUARE INCHES FREE AREA.
IN ADDITION, UNDERCUT (BY OTHERS) LAUNDRY ROOM DOOR(S) 1" TO PROVIDE FOR
HIGH/LOW MAKE-UP AIR. 1" UNDERCUT SHALL BE FROM TOP OF FINISHED FLOOR.
4. KITCHEN HOOD IS THE RECIRCULATING TYPE (WITH INTEGRAL BDD) PROVIDED BY OTHERS.
5. AIR HANDLING UNIT SHALL BE SHUT OFF UPON ACTIVATION OF THE FIRE STAT LOCATED IN
THE AHU DUCT. PROVIDE ALL CONTROL WIRING AND INTERLOCK.
6. TRAP AND ROUTE PRIMARY CONDENSATE FULL SIZE OF UNIT CONNECTION (MIN. 3/4") TO
HUB DRAIN IN MECHANICAL CLOSET (RE: PLUMBING DRAWINGS FOR LOCATION). REFER TO
CONDENSATE TRAP AND DWELLING UNIT AIR HANDLING UNIT DETAILS FOR ADDITIONAL
REQUIREMENTS.
7. REFRIGERANT PIPING RISERS.
INDICATED ON PLAN AS APPLY TO THIS SHEET ONLY#
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
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22020579
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ALS SDW
2247601
UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/4" = 1'-0"
UNIT A61
Scale: 1/4" = 1'-0"
UNIT AD22
DATE DESCRIPTION REV
TTAHU
B
-
18x10C-
18x10C-
24x12C
14x12 SAR EF
A
EF
A
4Ø EA
14x6A150
14x6A170
14x6A150
14x6A170
8x4B30
14x6A100
8x4B30
RRRRRR
R
RR
4Ø EA
4Ø EA
4Ø EA
7"Ø
8"Ø
8"Ø
7"Ø
4"Ø
6"Ø
4"Ø
3
25
6
7
41
AHU
B
-
18x10C-
18x10C
-
24x12C
14x12 SA
R
4Ø EA
4Ø EA
4Ø EAEF
A
EF
A
14x6A160
14x6A160
14x6A145 8x4B30
14x6A100
14x6A145
8x4B30
8x4B30
6"Ø8"Ø
8"Ø
7"Ø
4"Ø
7"Ø
4"Ø
4"Ø
R
R
R
R
RRRRR
4Ø EA
5
6
7
3
2
4
1
KEYNOTES
1. ELECTRICAL LOAD CENTER SHOWN FOR REFERENCE. AVOID ROUTING DUCTWORK OVER
LOAD CENTER.
2. ROUTE 4"∅DRYER EXHAUST DUCT FROM DRYER EXHAUST WALL BOX UP IN WALL AND
INTO TRUSS SPACE. FIRESTOP PENETRATION AT TOP PLATE. ROUTE EXHAUST DUCT TO
EXTERIOR WALL CAP/SOFFIT GRILLE. REFER TO DRYER VENT LENGTH CALCULATION FOR
QUANTITY AND TYPE OF ELBOWS.
3. DRYER MAKE-UP AIR -TWO (2) 18X10 TYPE "G" GRILLES; ONE ON EACH SIDE OF WALL
CENTERED ABOVE THE DOOR TO PROVIDE A MINIMUM OF 120 SQUARE INCHES FREE AREA.
IN ADDITION, UNDERCUT (BY OTHERS) LAUNDRY ROOM DOOR(S) 1" TO PROVIDE FOR
HIGH/LOW MAKE-UP AIR. 1" UNDERCUT SHALL BE FROM TOP OF FINISHED FLOOR.
4. KITCHEN HOOD IS THE RECIRCULATING TYPE (WITH INTEGRAL BDD) PROVIDED BY OTHERS.
5. AIR HANDLING UNIT SHALL BE SHUT OFF UPON ACTIVATION OF THE FIRE STAT LOCATED IN
THE AHU DUCT. PROVIDE ALL CONTROL WIRING AND INTERLOCK.
6. TRAP AND ROUTE PRIMARY CONDENSATE FULL SIZE OF UNIT CONNECTION (MIN. 3/4") TO
HUB DRAIN IN MECHANICAL CLOSET (RE: PLUMBING DRAWINGS FOR LOCATION). REFER TO
CONDENSATE TRAP AND DWELLING UNIT AIR HANDLING UNIT DETAILS FOR ADDITIONAL
REQUIREMENTS.
7. REFRIGERANT PIPING RISERS.
INDICATED ON PLAN AS APPLY TO THIS SHEET ONLY#
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
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2247601
UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/4" = 1'-0"
UNIT B11
Scale: 1/4" = 1'-0"
UNIT B22
DATE DESCRIPTION REV
T
AHU
B
-
18x10C-
18x10C
-
24x12C
R
4Ø EA
4Ø EA
EF
A
4Ø EA
EF
A
14x6A100
8x4B30
8x4B30
14x6A130
14x6A160
14x6A160
14x6A130
8x4B30
8x4B30
R RR
R
R R
R
R
R
RR
14x12 SA
4"Ø 6"Ø
4"Ø
7"Ø
8"Ø
8"Ø
7"Ø
4"Ø
4"Ø
5
6
7
3
2
4
1
KEYNOTES
1. ELECTRICAL LOAD CENTER SHOWN FOR REFERENCE. AVOID ROUTING DUCTWORK OVER
LOAD CENTER.
2. ROUTE 4"∅DRYER EXHAUST DUCT FROM DRYER EXHAUST WALL BOX UP IN WALL AND
INTO TRUSS SPACE. FIRESTOP PENETRATION AT TOP PLATE. ROUTE EXHAUST DUCT TO
EXTERIOR WALL CAP/SOFFIT GRILLE. REFER TO DRYER VENT LENGTH CALCULATION FOR
QUANTITY AND TYPE OF ELBOWS.
3. DRYER MAKE-UP AIR -TWO (2) 18X10 TYPE "G" GRILLES; ONE ON EACH SIDE OF WALL
CENTERED ABOVE THE DOOR TO PROVIDE A MINIMUM OF 120 SQUARE INCHES FREE AREA.
IN ADDITION, UNDERCUT (BY OTHERS) LAUNDRY ROOM DOOR(S) 1" TO PROVIDE FOR
HIGH/LOW MAKE-UP AIR. 1" UNDERCUT SHALL BE FROM TOP OF FINISHED FLOOR.
4. KITCHEN HOOD IS THE RECIRCULATING TYPE (WITH INTEGRAL BDD) PROVIDED BY OTHERS.
5. AIR HANDLING UNIT SHALL BE SHUT OFF UPON ACTIVATION OF THE FIRE STAT LOCATED IN
THE AHU DUCT. PROVIDE ALL CONTROL WIRING AND INTERLOCK.
6. TRAP AND ROUTE PRIMARY CONDENSATE FULL SIZE OF UNIT CONNECTION (MIN. 3/4") TO
HUB DRAIN IN MECHANICAL CLOSET (RE: PLUMBING DRAWINGS FOR LOCATION). REFER TO
CONDENSATE TRAP AND DWELLING UNIT AIR HANDLING UNIT DETAILS FOR ADDITIONAL
REQUIREMENTS.
7. REFRIGERANT PIPING RISERS.
INDICATED ON PLAN AS APPLY TO THIS SHEET ONLY#
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 12:35:35 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-M-r22_AustinS.rvtM04.04
ALS SDW
2247601
UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
Scale: 1/4" = 1'-0"
UNIT BA11
DATE DESCRIPTION REV
NOTES:
1. GENERAL CONTRACTOR SHALL
COORDINATE THE PLENUM RATING OF
ALL MATERIALS IN THE HVAC CLOSET
WITH ALL DISCIPLINES PRIOR TO
CONSTRUCTION.
2. ALL MATERIALS, INCLUDING WIRING
AND PIPING, IN THE UPPER CLOSET
SHALL BE PLENUM RATED AS
REQUIRED BY BUILDING CODE.
3. HVAC CLOSET MAY BE CONSTRUCTED
OF COMBUSTIBLE MATERIALS WHERE
PERMITTED BY BUILDING CODE.
4. GENERAL AND MECHANICAL
CONTRACTORS SHALL CONFIRM
ADEQUATE LAYOUT, ROUTING AND
INSTALLATION OF ALL EQUIPMENT,
PIPING AND SYSTEMS IN CLOSET
WITH ALL DISCIPLINES PRIOR TO
CONSTRUCTION.
5. AIR HANDLER SHALL BE INSTALLED
SUCH THAT THE TOP OF THE AIR
HANDLER SHALL NOT EXCEED THE
TOP OF THE CLOSET DOOR OPENING.
6. CAREFULLY COORDINATE LOCATION
OF CEILING RADIATION DAMPER
ACCESS PRIOR TO CONSTRUCTION.
7. GENERAL CONTRACTOR SHALL
COORDINATE FLOOR/ATTIC TRUSS
LOCATIONS ABOVE CLOSET WITH
PLUMBING AND MECHANICAL
CONTRACTORS TO AVOID CONFLICTS
WITH DUCTWORK AND PIPING. TRUSS
SPACING MAY REQUIRE GREATER
THAN 24" O.C. AT HVAC CLOSET.
8. PROVIDE SAFE-T-SWITCH
CONDENSATE OVERFLOW SHUT-OFF
SWITCH ON SECONDARY
CONNECTION ON PRIMARY DRAIN
PAN.
9. INTERLOCK NEAREST DWELLING UNIT
SMOKE ALARM TO SHUTDOWN AIR
HANDLER OPERATION. SEE
INTERLOCK DETAIL FOR MORE
INFORMATION.
RIGID SUPPLY DUCTWORK
SUPPLY FLEX DUCT
CRD ACCESS DOOR OPTION 2
CRD ACCESS DOOR OPTION 1
REFRIGERANT LINE CONNECTIONS
SECURE AIR HANDLER TO
WALL WITH Z PANEL
CLIPS/HANGERS AND ANGLE
BRACKETS
SEPARATION SHELF-1/4" THICK
CEMENT BASED BACKER-BOARD
MATERIAL (RE: ARCH. DWGS.) WITH
ALL EDGES AND PENETRATIONS
SEALED
PRIMARY CONDENSATE DRAIN WITH
TRAP, SEE TRAP DETAIL, SIZE PIPE
TO MATCH PAN CONNECTION, 3/4"
MIN.
WATER HEATER DRAIN
PAN
UL LISTED AND APPROVED CEILING
RADIATION DAMPER (CRD) AS REQUIRED
TO COMPLY WITH F AND T RATINGS OF
THE UL LISTED CEILING ASSEMBLY
UL LISTED CEILING-FLOOR / CEILING
ROOF ASSEMBLY, SEE ARCHITECTURAL
DRAWINGS FOR UL INFORMATION AND
DETAILS
RETURN AIR GRILLE
4"x4" STEEL ELECTRICAL OUTLET BOX
WITH 120V/24V RELAY -REFER TO
AH/FURNACE SHUTDOWN WIRING
DIAGRAM
INTEGRAL 1" RETURN AIR FILTER RACK
1/2" THICK ELASTOMERIC INSULATION (AP
ARMAFLEX) ADHERED TO THE SHELF
ALONG ENTIRE LENGTH OF THE DOOR
7'-0" (MIN.) HIGH HVAC CLOSET DOOR
SANITARY HUB DRAIN, REFER TO PLUMBING
DRAWINGS FOR MORE INFORMATION
PROVIDE PROTECTIVE NAIL
PLATE BEHIND WALL BOARD TO
PROTECT REFRIGERANT PIPING
REFRIGERANT PIPING FROM THIS
AH MUST PENETRATE THE WALL
BELOW THE STRUCTURE ABOVE
SANITARY WASTE STACK
SANITARY HUB DRAIN
32" DOOR MINIMUM (DOORWAY MUST
PROVIDE MINIMUM OPENING WIDTH OF 29"
CLEAR)
SURFACE MOUNTED CEILING 4"x4" STEEL
ELECTRICAL OUTLET BOX WITH 120V/24V
RELAY -REFER TO AH/FURNACE
SHUTDOWN WIRING DIAGRAM
36" DEEP x 40" WIDE CLOSET, MINIMUM,
INSIDE CLEAR OF WALL BOARD
ROUTE REFRIGERANT PIPING
WITHIN WALL FRAMING, 6" WALL,
MIN.
PRIMARY
CONDENSATE TRAP
AND VENT
AIR HANDLER
FRAMING TRUSS, TYP.
WATER HEATER AND DRAIN PAN
WH
9" PLBG AREA
AH
SIDE ELEVATION VIEW
PLAN VIEW
NOTES:
1. GENERAL CONTRACTOR SHALL
COORDINATE THE PLENUM RATING OF
ALL MATERIALS IN THE HVAC CLOSET
WITH ALL DISCIPLINES PRIOR TO
CONSTRUCTION.
2. ALL MATERIALS, INCLUDING WIRING
AND PIPING, IN THE UPPER CLOSET
SHALL BE PLENUM RATED AS
REQUIRED BY BUILDING CODE.
3. GENERAL AND MECHANICAL
CONTRACTORS SHALL CONFIRM
ADEQUATE LAYOUT, ROUTING AND
INSTALLATION OF ALL EQUIPMENT,
PIPING AND SYSTEMS IN CLOSET WITH
ALL DISCIPLINES PRIOR TO
CONSTRUCTION.
4. AIR HANDLER SHALL BE INSTALLED
SUCH THAT THE TOP OF THE AIR
HANDLER SHALL NOT EXCEED THE
TOP OF THE CLOSET DOOR OPENING.
5. PROVIDE SAFE-T-SWITCH
CONDENSATE OVERFLOW SHUT-OFF
SWITCH ON SECONDARY CONNECTION
ON PRIMARY DRAIN PAN.
6. SEE TYPICAL LINE SET CONCRETE
SLAB OPENINGS DETAIL FOR MORE
INFORMATION.
RIGID SUPPLY DUCTWORK
SUPPLY FLEX DUCT
NON-RATED CEILING
REFRIGERANT LINE CONNECTIONS
SECURE AIR HANDLER TO WALL
WITH Z PANEL CLIPS/HANGERS
AND ANGLE BRACKETS
SEPARATION SHELF-1/4" THICK
CEMENT BASED BACKER-
BOARD MATERIAL (RE: ARCH.
DWGS.) WITH ALL EDGES AND
PENETRATIONS SEALED
PRIMARY CONDENSATE DRAIN
WITH TRAP, SEE TRAP DETAIL,
SIZE PIPE TO MATCH PAN
CONNECTION, 3/4" MIN.
WATER HEATER DRAIN PAN
CONCRETE CEILING-FLOOR /
CEILING-ROOF DECK, SEE
ARCHITECTURAL DRAWINGS FOR
UL INFORMATION AND DETAILS
RETURN AIR GRILLE
INTEGRAL 1" RETURN AIR FILTER
RACK
1/2" THICK ELASTOMERIC
INSULATION (AP ARMAFLEX)
ADHERED TO THE SHELF ALONG
ENTIRE LENGTH OF THE DOOR
7'-0" (MIN.) HIGH HVAC CLOSET
DOOR
SANITARY HUB DRAIN, REFER TO
PLUMBING DRAWINGS FOR
MORE INFORMATION
PROVIDE PROTECTIVE NAIL
PLATE BEHIND WALL BOARD TO
PROTECT REFRIGERANT PIPING
REFRIGERANT PIPING FROM THIS
AH MUST PENETRATE THE WALL
BELOW THE STRUCTURE ABOVE
SANITARY WASTE STACK
SANITARY HUB DRAIN
32" DOOR MINIMUM (DOORWAY
MUST PROVIDE MINIMUM
OPENING WIDTH OF 29" CLEAR)
40" DEEP x 40" WIDE CLOSET,
MINIMUM, INSIDE CLEAR OF WALL
BOARD
SUGGESTED ALTERNATE AREA FOR
ELECTRICAL CONDUCTORS TO
OUTDOOR AC UNITS, IF REQUIRED -
DESIGNER TO COORDINATE SIZE
AND LOCATION
ROUTE REFRIGERANT PIPING
WITHIN WALL FRAMING, 6" WALL, MIN.
PRIMARY CONDENSATE TRAP AND
VENT
AIR HANDLER
WATER HEATER AND DRAIN PAN
AH
WH
9" PLBG AREA
PLAN VIEW
SIDE ELEVATION VIEW
NOTE 1
TO OTHER SMOKE ALARMS
(BY ELECTRICAL)
WHITE (NEUTRAL )
BLACK (HOT)
NOTE 3
AUXILIARY CONTACT (NO)
WHITE (NEUTRAL)
ORANGE (INTERCONNECT)
BLACK (HOT)
NOTE 2
BLUE (NOT USED)
BROWN
GRAY (NC)
R
C C
R
G G
Y Y
W W
THERMOSTAT AH/FURNACE
24V/120V ALARM RELAY-
FIRST ALERT (BRK) MODEL RM4
NOTES:
1. BREAK THE RED WIRE BETWEEN THE
THERMOSTAT AND AH TERMINAL STRIP.
2. 4X4 STEEL ELECTRICAL OUTLET BOX -LABEL
COVER "AH (OR FURNACE) SHUTDOWN RELAY"
(BOTH THE BOX AND THE RELAY ARE TO BE
FURNISHED BY MECHANICAL FOR INSTALLATION
BY ELECTRICAL).
3. SMOKE ALARM (LAST IN SERIES) WITH AUXILIARY
CONTACT (BY ELECTRICAL). SMOKE ALARM SHALL
BE CAPABLE OF OPERATING THE AUXILIARY
CONTACT WHILE BEING POWERED BY EITHER 9
OR 120 VOLTS.
4. THE 24V/120V ALARM RELAY MAY BE ELIMINATED
IF A SMOKE ALARM HAVING THE SAME FEATURES
IS PROVIDED.
AIR HANDLER/FURNACE SHUTDOWN WIRING
NOT TO SCALE
OA INTAKE PER PLANS
FILTER SECTION WITH SIDE
ACCESS -MAINTAIN CLEAR
SPACE FOR FILTER REMOVAL
THREADED ROD WITH SPRING TYPE
VIBRATION ISOLATORS (SIZE ROD AND
SUPPORT UNIT AS RECOMMENDED BY
MANUFACTURER) (TYPICAL OF FOUR -
ONE PER CORNER). SEE NOTE 1
FLEXIBLE DUCT CONNECTOR, TYP.M
MVD
LINED SUPPLY AIR DUCT (OR DUCT
BOARD IF SPECIFIED)
PRIMARY CONDENSATE DRAIN -FULL
SIZE OF UNIT CONNECTION (3/4" MIN.)
UNLESS NOTED OTHERWISE. SLOPE
1/8" PER FT. (OR SLOPE PER LOCAL
CODE) MIN. -REFER TO FLOOR
PLANS FOR ROUTING
CONDENSATE TRAP PER DETAIL
CONDENSATE SAFETY SWITCH IN
OVERFLOW DRAIN; "SAFE-T-SWITCH"
OR EQUAL. INTERLOCK WITH AH TO
SHUT UNIT OFF IF LIQUID IS
DETECTED
LINED RETURN AIR PLENUM/
DUCTWORK (OR DUCT BOARD IF
SPECIFIED)
AUXILIARY DRAIN PAN WITH WATER LEVEL
DETECTION DEVICE WIRED TO SHUT DOWN
THE UNIT IF LIQUID IS PRESENT (PER 2012,
2015, OR 2018 IMC 307.2.3, METHOD 3 -SEE NOTE 5)
NOTES:
1. STRUCTURE VARIES. COORDINATE WITH STRUCTURAL DOCUMENTS FOR PROPER ANCHORING METHOD (BEAM
CLAMPS, EXPANSION BOLTS, INSERTS, ETC.).
2. ON SERVICE SIDE OF UNIT, MAINTAIN A 42"W X LENGTH OF UNIT CLEARANCE TO PIPING, DUCTWORK, EQUIPMENT,
CONDUIT, ETC. ELECTRIC HEAT SECTIONS OR DUCT HEATERS: MAINTAIN A MIN. OF 42" CLEARANCE (OR PER N.E.C.) IN
FRONT OF ALL ELECTRIC HEATER CONTROL PANELS. THE WIDTH OF THE SERVICE CLEARANCE SHALL BE 30" OR THE
WIDTH OF THE PANEL WHICHEVER IS GREATER. FOR LOW VOLTAGE CONTROL PANELS (WITHOUT ELECTRIC
HEATER), MAINTAIN A MIN. OF 24" CLEARANCE (OR PER N.E.C.) IN FRONT OF PANEL. THE WIDTH OF THE SERVICE
CLEARANCE SHALL BE 24" OR THE WIDTH OF THE PANEL WHICHEVER IS GREATER. NO PIPES, SPRINKLERS,
CONDUITS, ETC. SHALL BE INSTALLED WITHIN THIS ZONE. COORDINATE AND PLAN WORK CAREFULLY WITH ALL
OTHER TRADES.
3. WHERE AHs OR THEIR WORKING CLEARANCE ARE LOCATED ABOVE LIGHT FIXTURES, THE FIXTURE SHALL HAVE A
FLEXIBLE WHIP TO ALLOW TEMPORARY RELOCATION OF THE FIXTURE FOR ACCESS TO THE AH. COORDINATE WITH
ELECTRICAL CONTRACTOR.
4. PROVIDE MINIMUM SERVICE CLEARANCES AS RECOMMENDED BY UNIT MANUFACTURER.
5. AUXILIARY DRAIN PAN WITHOUT DRAIN LINE -WATER-LEVEL DETECTION DEVICE SHALL CONFORM TO UL 508. THE
PAN SHALL HAVE A MINIMUM DEPTH OF 1 1/2 INCHES (38 MM), SHALL BE NOT LESS THAN 3 INCHES (76 MM) LARGER
THAN THE UNIT IN WIDTH AND LENGTH AND SHALL BE CONSTRUCTED OF CORROSION-RESISTANT MATERIAL.
GALVANIZED SHEET STEEL PANS SHALL HAVE A MINIMUM THICKNESS OF NOT LESS THAN 0.0236 INCHES (0.6010 MM)
(NO. 24 GAGE).
6. REFER TO STRUCTURAL FOR FLOOR SYSTEM TYPE.
7. IF FILTER ACCESS IS FROM BOTTOM, INSTALL DRAIN PAN SO THAT ACCESS TO FILTER IS NOT BLOCKED
MVD
SUSPENDED HORIZONTAL AIR HANDLING
UNIT DETAIL
NOT TO SCALE
0' - 1 1/8"
4 5 .0 °45.0°
MIN. 24 GAUGE
VANES
0' - 2 1/4"
45.0°4 5 .0 °
MIN. 26 GAUGE
VANES
4-1/2"R
2"R
TYPE 2 RUNNER WELD
EVERY SIXTH VANE TO
RUNNER (OVER 1500 FPM)
LARGE SMALL
NOTE:
1. TURNING VANES SHALL BE CONSTRUCTED PER SMACNA HVAC DUCT
CONSTRUCTION STANDARDS (2005 EDITION FIGURE 4-3).0' - 2 1/8"0' - 3 1/4"TURNING VANE DETAIL
NOT TO SCALE
3 1/2"2" PIANO HINGE, 16
GAUGE, REVERSE
ASSEMBLY -SHIM AS
REQUIRED
ACCESS DOOR:
6"Ø -12"Ø DUCT: 4"x7" DOOR OPENING
13"Ø -26"Ø DUCT: 6"x9" DOOR OPENING
STIFFENER PLATE WELDED TO DOOR
DESTACO MODEL 2002
LOCKING CLAMP -TYP.
OF 2
1/8" x 5/8" CLOSED CELL
NEOPRENE GASKET -
CONTINUOUS AROUND
PERIMETER OF DOOR
NOTES:
1. AS AN ALTERNATE, FACTORY FABRICATED CONTOURED DOOR WITH CLAMPING
TYPE CLOSURE IS ACCEPTABLE; RUSKIN MODEL ADR OR APPROVED EQUAL.
2. ACCESS DOORS FOR FIRE DAMPERS, COMBINATION FIRE/SMOKE DAMPERS AND
SMOKE DAMPERS IN MEDIUM PRESSURE (+4 IN. WG AND HIGHER) DUCT SYSTEMS
SHALL BE THE IMPLOSION/PRESSURE RELIEF TYPE DESIGNED TO PREVENT
EXCESSIVE NEGATIVE PRESSURE DOWNSTREAM RESULTING IN COLLAPSED
DUCTWORK. AT THE CONTRACTOR'S OPTION, THE ACCESS DOOR MAY BE AN
INTEGRAL FEATURE OF THE DAMPER ASSEMBLY.
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 12:35:40 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-M-r22_AustinS.rvtM05.01
ALS SDW
2247601
DETAILS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 12" = 1'-0"
DWELLING UNIT VERTICAL AIR HANDLING UNIT DETAIL (WOOD)1Scale: 12" = 1'-0"
DWELLING UNIT VERTICAL AIR HANDLING UNIT DETAIL (CONCRETE)2Scale: 12" = 1'-0"
AIR HANDLER/ FURNACE SHUTDOWN WIRING3
Scale: 12" = 1'-0"
SUSPENDED HORIZONTAL AIR HANDLING UNIT DETAIL4
Scale: 6" = 1'-0"
TURNING VANE DETAIL5Scale: 12" = 1'-0"
DUCT ACCESS DOOR DETAIL6
CONNECT FLEX DUCT TO DIFFUSER NECK WITH NYLON ZIP TIES. APPLY A
BEAD OF MASTIC BETWEEN THE INTERIOR LINER AND THE SHEET-METAL
PRIOR TO ZIP-TYING. THE INTERIOR LINER AND EXTERIOR INSULATION OF
THE FLEX DUCT SHALL BE ZIP-TIED INDIVIDUALLY. INSTALL ZIP TIES USING
A TENSIONING TOOL PER MANUFACTURER'S RECOMMENDATION
SECURE THERMAL INSULATION BLANKET TO DIFFUSER
NECK/ CRD PER UL INSTALLATION INSTRUCTIONS
SECURE CRD TO DIFFUSER NECK PER UL
INSTALLATION INSTRUCTIONS
NOTES:
1. CRDs SHALL BE CLASSIFIED IN ACCORDANCE WITH UL555C
AND LABELED FOR A 1 HOUR FIRE RESISTANCE RATING.
2. SUPPORT CRD/DIFFUSER PER UL INSTALLATION
INSTRUCTIONS. FLEXIBLE SUPPLY RUN
OUT (OR RIGID SHEET-
METAL ELBOW)
EXTENDED DAMPER
FRAME (REQUIRED
ONLY WHEN USING
FLEX DUCT)
DAMPER BLADE
165°F FUSIBLE LINK
CEILING RADIATION DAMPER
THERMAL INSULATION BLANKET
FURNISHED WITH DIFFUSER
STEEL CEILING DIFFUSER
UL CEILING ASSEMBLY
WOOD TRUSS (RE: ARCH.
DWGS. FOR LOCATIONS
AND TYPE)
DAMPER ASSEMBLY WITH R-6.5
INSULATED (R-8.0 IF LOCATED IN
ATTIC) SHEET-METAL BOOT
SIDE OR TOP
CONNECTION AS
REQUIRED
SUPPLY
RUN OUT
165°F FUSIBLE LINK
SPRING
RELEASE
SECURE SUPPLY REGISTER
TO DAMPER ASSEMBLY WITH
SCREWS PER UL
INSTALLATION
INSTRUCTIONS
CEILING RADIATION DAMPER -SEE UL
ASSEMBLY DETAIL FOR TYPE AND RATING
SUPPLY REGISTER OR GRILLE
MOUNTING RAILS PER UL
INSTALLATION INSTRUCTIONS
NOTES:
1. CRDs SHALL BE CLASSIFIED IN ACCORDANCE WITH UL555C AND LABELED FOR
A 1 HOUR FIRE RESISTANCE RATING.
2. INSULATION SHALL HAVE THE R-VALUE AS NOTED IN THE MANUFACTURER'S
INSTALLATION INSTRUCTIONS OR A MINIMUM R-VALUE OF 6.0.
CEILING RADIATION DAMPER DETAIL
NOT TO SCALE
FD FREE AREA SHALL BE EQUAL TO THE
FREE AREA OF THE SR/RAG -TRANSITION
DUCTWORK AS REQUIRED (SEE NOTE 4)
FIRE DAMPER ASSEMBLY -RUSKIN DIBD2G
OR EQUAL. INSTALLATION SHALL CONFORM
TO UL INSTALLATION INSTRUCTIONS FOR
THE PARTICULAR DAMPER USED
REGISTER OR GRILLE MOUNTING FLANGE
SUPPLY REGISTER (DOUBLE DEFLECTION)
WITH FACE OPERATED OBD OR RAG (MAX.
DEPTH OF 2 7/8") -SEE PLANS FOR SIZE
MOUNTING ANGLE -MINIMUM
1 1/2" x 1 1/2" x 20 GAUGE BOLTED, TACK
WELDED OR SCREWED TO SLEEVE.
SPACE FASTENERS PER UL
INSTALLATION INSTRUCTIONS. RUSKIN
"FAST" ANGLE IS AN ACCEPTABLE
ALTERNATIVE
20 GAUGE STEEL SLEEVE -LENGTH
PER UL INSTALLATION
INSTRUCTIONS (SEE NOTE 5)
BREAKAWAY CONNECTION
NOTES:
1. FDs SHALL HAVE A RATING COMPATIBLE WITH THE FLOOR, WALL OR PARTITION, SHALL BE TESTED IN ACCORDANCE WITH
UL555 AND BE LABELED FOR THE INTENDED LOCATION. UNLESS NOTED OTHERWISE, FDs SHALL BE RATED FOR 1 1/2 HOURS.
COORDINATE WITH ARCHITECTURAL DRAWINGS TO CONFIRM RATINGS.
2. REFER TO ARCHITECTURAL DRAWINGS FOR WALL MATERIALS (WOOD OR METAL STUD, SHAFTWALL, ETC.) AND USE
APPROPRIATE UL INSTALLATION INSTRUCTIONS TO SUIT APPLICATION.
3. IN WOOD CONSTRUCTION, GYPSUM WALLBOARD MUST COVER ALL WOOD STUD SURFACES. REFER TO UL INSTALLATION
DETAILS FOR EXACT REQUIREMENTS.
4. ALTERNATE ASSEMBLY -OUT OF WALL TYPE -RUSKIN MODEL OW WITH BLADE STACK OUT OF THE AIR STREAM. USING THIS
MODEL MAY NOT REQUIRE A DUCT TRANSITION.
5. DAMPER SETBACK (S) SHALL BE 3". SLEEVE LENGTH (L) IS CALCULATED AS FOLLOWS: S + 6"; THEREFORE 3" + 6" = 9" MINIMUM
SLEEVE LENGTH. THE MINIMUM WALL DEPTH REQUIRED FOR RUSKIN MODEL DIBD2G IS CALCULATED AS FOLLOWS: S + 2";
THEREFORE 3" + 2" = 5" MINIMUM WALL DEPTH. IF THE WALL, FLOOR OR CEILING DEPTH IS LESS THAN THE CALCULATED
MINIMUM, USE RUSKIN MODEL OW OR GA.
FIRE CONDITION -WHEN TEMPERATURES IN EXCESS OF 165°F ARE PRESENT, THE DAMPER SHALL CLOSE.
OPERATION
SLEEVE LENGTH "L"
WALL
DUCT (SEE
PLANS FOR SIZE)
FRONT ACCESS FIRE DAMPER DETAIL
NOT TO SCALE
3/4" REGISTER
MOUNTING
FLANGE
ACTUATOR AND
ACCESSORY ACCESS
THROUGH GRILLE
REMOVAL
DUCT CONNECTION
STEEL SUPPLY REGISTER
WITH FACE OPERATED
DAMPER (SINGLE
DEFLECTION; MAXIMUM 2 1/2"
DEPTH) OR STEEL RETURN
AIR GRILLE. SIZE TO MATCH
OVERALL W x H OF FSD
ASSEMBLY (RE: PLANS FOR
SIZE)
ELECTRIC RESET LINK (RUSKIN
EFL-165ºF) FOR CONNECTION TO
SMOKE ALARM SIGNAL (COORDINATE
WITH ELECTRICAL)
BREAKAWAY CONNECTION
OPERATOR/ACTUATOR (SIDE MOUNT)
DUCT (SEE PLANS
FOR SIZE)
1/4" THICK FACTORY APPLIED HIGH
TEMPERATURE INSULATION (ALL FOUR
SIDES OF DAMPER AND SLEEVE
ASSEMBLY)
8" MAXIMUM FOR STEEL STUD AND
MASONRY WALLS; 6" MAXIMUM FOR WOOD
STUD WALLS (OR PER UL INSTALLATION
INSTRUCTIONS)
COMBINATION FIRE/SMOKE DAMPER ASSEMBLY -
RUSKIN FSD 60GA OR EQUAL. INSTALLATION
SHALL CONFORM TO THE UL INSTALLATION
INSTRUCTIONS FOR THE PARTICULAR DAMPER
USED
STEEL SUPPLY REGISTER WITH FACE
OPERATED DAMPER (SINGLE DEFLECTION,
MAXIMUM 2 1/2" DEPTH) OR STEEL RETURN AIR
GRILLE
DAMPER AND ACTUATOR LOCATION SHALL
ALLOW FLUSH INSTALLATION OF SUPPLY
REGISTER (GRILLE AND OBD) -COORDINATE
WITH THE DAMPER MANUFACTURER PRIOR TO
ORDERING
3/4" FLANGE
WALL OR PARTITION
MOUNTING ANGLE -MINIMUM 1 1/2"x1 1/2"x14 GAUGE
BOLTED, TACK WELDED OR SCREWED. SPACE
FASTENERS PER UL INSTALLATION INSTRUCTIONS
OPERATION/ACTUATION:
SLEEVE OF SAME GAUGE AS DUCTWORK
(MINIMUM)
1. FIRE CONDITION -WHEN TEMPERATURES IN EXCESS OF 165°F ARE DETECTED, THE DAMPER SHALL CLOSE VIA AN ELECTRIC FUSE LINK (EFL). THE EFL
WILL ALLOW THE DAMPER TO AUTOMATICALLY REOPEN AFTER A TEST, SMOKE DETECTION OR POWER FAILURE.
2. SMOKE CONDITION -WHEN A SMOKE SIGNAL FROM THE SMOKE DETECTOR IS RECEIVED (AND TRANSMITTED TO THE FIRE ALARM SYSTEM), THE
DAMPER SHALL CLOSE AND REMAIN CLOSED UNTIL THE SMOKE SIGNAL CEASES AND THE FIRE ALARM SYSTEM IS RESET. THE DAMPER SHALL THEN
OPEN.
3. COMBINATION FIRE SMOKE DAMPER ACTUATION IN MULTIFAMILY AND HOTEL CORRIDOR SUPPLY AIR SYSTEMS SHALL OCCUR FROM A CEILING
MOUNTED SMOKE DETECTOR (RE: ELECTRICAL DRAWING) IN THE CORRIDOR DIRECTLY ABOVE THE FSD FOR LOCAL ACTUATION.
4. COMBINATION FIRE SMOKE DAMPER ACTUATION IN HOTEL GUESTROOM OUTSIDE AIR SUPPLY AIR SYSTEMS SHALL OCCUR FROM A FIRE ALARM
SYSTEM-TYPE SMOKE DETECTOR (WITH SOUNDER BASE AND AUXILIARY CONTACT; RE:ELECTRICAL DRAWING) IN THE GUESTROOM, TIED TO ITS
RESPECTIVE SMOKE DAMPER. THIS DETECTOR WOULD BE IN LIEU OF THE 120V SMOKE ALARM, WHICH IS COMMON FOR HOTEL GUESTROOMS.
5. IF THE FSD IS INSTALLED IN A SMOKE MANAGEMENT SYSTEM, THE PRIMARY ACTUATION CONTROL SHALL BE FROM THE SMOKE CONTROL SYSTEM
AND NOT THE CEILING SMOKE DETECTOR.
6. PROVIDE ALL REQUIRED ACCESSORIES FOR TESTING AND INSPECTION. REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
NOTES:
1. IF THE FIRE/SMOKE DAMPERS ARE INSTALLED AS PART OF AN ENGINEERED SMOKE MANAGEMENT SYSTEM, REFER TO DUCTWORK AND ACCESSORIES
SPECIFICATION FOR ACCESSORIES AND ADDITIONAL REQUIREMENTS.
2. FSDs SHALL HAVE A RATING COMPATIBLE WITH THE FLOOR, WALL OR PARTITION, SHALL BE TESTED IN ACCORDANCE WITH UL555 AND UL555S, AND BE
LABELED FOR THE INTENDED LOCATION. UNLESS NOTED OTHERWISE, FSDs SHALL BE RATED FOR 1 1/2 HOURS AND LEAKAGE CLASS 1. COORDINATE WITH
ARCHITECTURAL DRAWINGS TO CONFIRM WALL RATINGS.
3. IN WOOD CONSTRUCTION, GYPSUM WALLBOARD MUST COVER ALL WOOD STUD SURFACES. REFER TO UL INSTALLATION DETAILS FOR EXACT
REQUIREMENTS.
MAXIMUM

16"
GRILLE ACCESS FIRE SMOKE DAMPER DETAIL
NOT TO SCALE
FIRE DAMPER ASSEMBLY;
DYNAMIC CURTAIN TYPE, STYLE
B, RUSKIN DIBD2 OR EQUAL.
INSTALLATION SHALL CONFORM
TO THE UL INSTALLATION
INSTRUCTIONS FOR THE
PARTICULAR DAMPER USED
165°F FUSIBLE LINK UNO
DUCT (RE: PLANS
FOR SIZE)
SLEEVE OF SAME
GAUGE AS
DUCTWORK (MIN.)
MOUNTING ANGLE -MINIMUM
1 1/2"x1 1/2"x14 GAUGE
BOLTED, TACK WELDED OR
SCREWED. SPACE
FASTENERS PER UL
INSTALLATION INSTRUCTIONS
NOTES:
1. STYLE A (BLADE STACK IN THE AIR STREAM) WILL BE CONSIDERED AS AN ALTERNATE ONLY IF THERE IS
INSUFFICIENT SPACE TO MOUNT THE STYLE B DAMPER. SUBMIT SUPPORTING DATA FOR ENGINEER'S REVIEW.
2. FDs SHALL HAVE A RATING COMPATIBLE WITH THE WALL OR PARTITION, SHALL BE TESTED IN ACCORDANCE
WITH UL555 AND BE LABELED FOR THE INTENDED LOCATION. FDs SHALL BE RATED FOR 1 1/2 HOURS UNO.
COORDINATE WITH ARCHITECTURAL DRAWINGS TO CONFIRM RATINGS.
3. IN WOOD CONSTRUCTION, GYPSUM WALLBOARD MUST COVER ALL WOOD STUD SURFACES. REFER TO UL
INSTALLATION INSTRUCTIONS FOR EXACT REQUIREMENTS.
4. ACCESS DOOR SHALL BE IN AN ACCESSIBLE LOCATION AND ARRANGED SUCH THAT THE FD CAN BE
INSPECTED AND THE FUSIBLE LINK EASILY REPLACED. ACCESS DOORS MAY BE FACTORY MOUNTED. ACCESS
DOORS IN MEDIUM PRESSURE (+4 IN. WG AND HIGHER) DUCT SYSTEMS SHALL BE THE IMPLOSION TYPE.
WALL OR PARTITION
BREAKAWAY CONNECTION
ACCESS
DOOR-SEE
NOTE 4
VERTICAL FIRE DAMPER DETAIL (2-HOUR)
NOT TO SCALE
DUCT (RE: PLANS FOR
SIZE)
ACCESS
DOOR
ACCESS DOOR
& DUCT SMOKE
DETECTOR -
SEE DETAIL
NOTES 4 & 5
OPERATOR/
ACTUATOR
BREAKAWAY
CONNECTION
UL RATED
FLOOR/
CEILING
ASSEMBLY
ELECTRIC RESET LINK
(RUSKIN EFL-165º) FOR
CONNECTION TO
SMOKE ALARM SIGNAL
(COORDINATE WITH
ELECTRICAL)
SLEEVE OF SAME
GAUGE AS
DUCTWORK
(MINIMUM)
COMBINATION FIRE/SMOKE
DAMPER ASSEMBLY: RUSKIN
FSD60 OR EQUAL. INSTALLATION
SHALL CONFORM TO UL
INSTALLATION INSTRUCTIONS
FOR PARTICULAR DAMPER USED
MOUNTING ANGLE -MINIMUM
1 1/2"x1 1/2"x14 GAUGE
BOLTED, TACK WELDED OR
SCREWED. SPACE
FASTENERS PER UL
INSTALLATION INSTRUCTIONS
OPERATION/ACTUATION:
1. FIRE CONDITION -WHEN TEMPERATURES IN EXCESS OF 165°F ARE DETECTED, THE DAMPER SHALL CLOSE VIA
AN ELECTRIC FUSE LINK (EFL). THE EFL WILL ALLOW THE DAMPER TO AUTOMATICALLY REOPEN AFTER A TEST,
SMOKE DETECTION OR POWER FAILURE.
2. SMOKE CONDITION -WHEN A SMOKE SIGNAL FROM THE DUCT MOUNTED SMOKE DETECTOR IS RECEIVED (AND
TRANSMITTED TO THE FIRE ALARM SYSTEM), THE DAMPER SHALL CLOSE AND REMAIN CLOSED UNTIL THE
SMOKE SIGNAL CEASES AND THE FIRE ALARM SYSTEM IS RESET. THE DAMPER SHALL THEN OPEN.
3. IF THE FSD IS INSTALLED IN A SMOKE MANAGEMENT SYSTEM, THE PRIMARY ACTUATION CONTROL SHALL BE
FROM THE SMOKE CONTROL SYSTEM AND NOT THE CEILING SMOKE DETECTOR.
4. PROVIDE ALL REQUIRED ACCESSORIES FOR TESTING AND INSPECTION. REFER TO THE SPECIFICATIONS FOR
ADDITIONAL REQUIREMENTS.
NOTES:
1. IF THE FSDs ARE INSTALLED AS PART OF AN ENGINEERED SMOKE MANAGEMENT SYSTEM, REFER TO DUCTWORK
AND ACCESSORIES SPECIFICATION FOR ACCESSORIES AND ADDITIONAL REQUIREMENTS.
2. FSDs SHALL HAVE A RATING COMPATIBLE WITH THE FLOOR OR CEILING ASSEMBLY, SHALL BE TESTED IN
ACCORDANCE WITH UL555 AND UL555S, AND BE LABELED FOR THE INTENDED LOCATION (HORIZONTAL IN FLOOR /
CEILING ASSEMBLY). UNLESS NOTED OTHERWISE, FSDs SHALL BE RATED FOR 1 1/2 HOURS AND LEAKAGE CLASS
1. COORDINATE WITH ARCHITECTURAL DRAWINGS TO CONFIRM RATINGS.
3. IN WOOD CONSTRUCTION, GYPSUM WALLBOARD MUST COVER ALL WOOD STUD SURFACES. REFER TO UL
INSTALLATION INSTRUCTIONS FOR EXACT REQUIREMENTS.
4. PROVIDE AN ACCESS DOOR FOR ALL FSDs. DUCT SMOKE DETECTORS (WITH ADDRESSABLE MODULE, IF
REQUIRED) SHALL BE PROVIDED FOR ALL FSDs UNO. ACCESS DOORS MAY BE FACTORY MOUNTED. ACCESS
DOORS IN MEDIUM PRESSURE (+4 IN. WG AND HIGHER) DUCT SYSTEMS SHALL BE THE IMPLOSION TYPE.
5. DUCT SMOKE DETECTOR SHALL BE COMPATIBLE WITH THE FIRE ALARM SYSTEM. COORDINATE WITH ELECTRICAL
SUBCONTRACTOR.
SLEEVE OF SAME
GAUGE AS
DUCTWORK
(MINIMUM)
DUCT (RE: PLANS
FOR SIZE)
COMBINATION FIRE/SMOKE DAMPER
ASSEMBLY; RUSKIN FSD60 OR
EQUAL. INSTALLATION SHALL
CONFORM TO UL INSTALLATION
INSTRUCTIONS FOR PARTICULAR
DAMPER USED
ELECTRIC RESET LINK (RUSKIN EFL-165°F)
FOR CONNECTION TO SMOKE ALARM
SIGNAL (COORDINATE WITH ELECTRICAL)
OPERATOR/ACTUATOR
ACCESS DOOR
& DUCT SMOKE
DETECTOR -
SEE DETAIL
NOTES 4 & 5
MOUNTING ANGLE -MINIMUM
1 1/2"x1 1/2"x14 GAUGE BOLTED,
TACK WELDED OR SCREWED. SPACE
FASTENERS PER UL INSTALLATION
INSTRUCTIONS
WALL OR PARTITION
BREAKAWAY CONNECTION
OPERATION/ACTUATION:
1. FIRE CONDITION -WHEN TEMPERATURES IN EXCESS OF 165°F ARE DETECTED, THE DAMPER SHALL CLOSE
VIA AN ELECTRIC FUSE LINK (EFL). THE EFL WILL ALLOW THE DAMPER TO AUTOMATICALLY REOPEN AFTER
A TEST, SMOKE DETECTION OR POWER FAILURE.
2. SMOKE CONDITION -WHEN A SMOKE SIGNAL FROM THE DUCT MOUNTED SMOKE DETECTOR IS RECEIVED
(AND TRANSMITTED TO THE FIRE ALARM SYSTEM), THE DAMPER SHALL CLOSE AND REMAIN CLOSED UNTIL
THE SMOKE SIGNAL CEASES AND THE FIRE ALARM SYSTEM IS RESET. THE DAMPER SHALL THEN OPEN.
3. IF THE FSD IS INSTALLED IN A SMOKE MANAGEMENT SYSTEM, THE PRIMARY ACTUATION CONTROL SHALL
BE FROM THE SMOKE CONTROL SYSTEM AND NOT THE DUCT SMOKE DETECTOR.
4. PROVIDE ALL REQUIRED ACCESSORIES FOR TESTING AND INSPECTION. REFER TO THE SPECIFICATIONS
FOR ADDITIONAL REQUIREMENTS.
NOTES:
1. IF THE FSDs ARE INSTALLED AS PART OF AN ENGINEERED SMOKE MANAGEMENT SYSTEM, REFER TO DUCTWORK
AND ACCESSORIES SPECIFICATION FOR ACCESSORIES AND ADDITIONAL REQUIREMENTS.
2. FSDs SHALL HAVE A RATING COMPATIBLE WITH THE FLOOR OR CEILING ASSEMBLY, SHALL BE TESTED IN
ACCORDANCE WITH UL555 AND UL555S, AND BE LABELED FOR THE INTENDED LOCATION (HORIZONTAL IN
FLOOR/CEILING ASSEMBLY). UNLESS NOTED OTHERWISE, FSDs SHALL BE RATED FOR 11/2 HOURS AND LEAKAGE
CLASS 1. COORDINATE WITH ARCHITECTURAL DRAWINGS TO CONFIRM RATINGS.
3. IN WOOD CONSTRUCTION, GYPSUM WALLBOARD MUST COVER ALL WOOD STUD SURFACES. REFER TO UL
INSTALLATION INSTRUCTIONS FOR EXACT REQUIREMENTS.
4. PROVIDE AN ACCESS DOOR FOR ALL FSDs. DUCT SMOKE DETECTORS (WITH ADDRESSABLE MODULE, IF
REQUIRED) SHALL BE PROVIDED FOR ALL FSDs UNO. ACCESS DOORS MAY BE FACTORY MOUNTED. ACCESS
DOORS IN MEDIUM PRESSURE (+4 IN. WG AND HIGHER) DUCT SYSTEMS SHALL BE THE IMPLOSION TYPE.
5. DUCT SMOKE DETECTOR SHALL BE COMPATIBLE WITH THE FIRE ALARM SYSTEM. COORDINATE WITH ELECTRICAL
SUBCONTRACTOR.
VERTICAL FIRE SMOKE DAMPER DETAIL
NOT TO SCALE
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 12:35:46 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-M-r22_AustinS.rvtM05.02
ALS SDW
2247601
DETAILS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 12" = 1'-0"
CEILING DIFFUSER WITH CRD DETAIL1Scale: 12" = 1'-0"
CEILING RADIATION DAMPER DETAIL2
Scale: 12" = 1'-0"
FRONT ACCESS FIRE DAMPER DETAIL3
Scale: 1/8" = 1'-0"
GRILLE ACCESS FIRE SMOKE DAMPER DETAIL4Scale: 12" = 1'-0"
VERTICAL FIRE DAMPER DETAIL (2-HOUR)5Scale: 12" = 1'-0"
HORIZONTAL FIRE/SMOKE DAMPER DETAIL6Scale: 12" = 1'-0"
VERTICAL FIRE SMOKE DAMPER DETAIL7
FIRE DAMPER ASSEMBLY; DYNAMIC
CURTAIN TYPE, STYLE B, RUSKIN
DIBD2 OR EQUAL. INSTALLATION
SHALL CONFORM TO THE UL
INSTALLATION INSTRUCTIONS FOR
THE PARTICULAR DAMPER USED
SLEEVE OF SAME
GAUGE AS
DUCTWORK (MIN.)
MOUNTING ANGLE -MINIMUM
1 1/2"x1 1/2"x14 GAUGE
BOLTED, TACK WELDED OR
SCREWED. SPACE
FASTENERS PER UL
INSTALLATION INSTRUCTIONS
ACCESS
DOOR -
SEE NOTE 4
WALL OR PARTITION
BREAKAWAY CONNECTION
DUCT (RE:
PLANS FOR SIZE)
165°F
FUSIBLE LINK
UNO
NOTES:
1. STYLE A (BLADE STACK IN THE AIR STREAM) WILL BE CONSIDERED AS AN ALTERNATE ONLY IF THERE IS INSUFFICIENT
SPACE TO MOUNT THE STYLE B DAMPER. SUBMIT SUPPORTING DATA FOR ENGINEER'S REVIEW.
2. FDs SHALL HAVE A RATING COMPATIBLE WITH THE FLOOR, SHALL BE TESTED IN ACCORDANCE WITH UL555 AND BE
LABELED FOR THE INTENDED LOCATION. FDs SHALL BE RATED FOR 11/2 HOURS UNO. COORDINATE WITH
ARCHITECTURAL DRAWINGS TO CONFIRM RATINGS.
3. IN WOOD CONSTRUCTION, GYPSUM WALLBOARD MUST COVER ALL WOOD STUD SURFACES. REFER TO UL
INSTALLATION INSTRUCTIONS FOR EXACT REQUIREMENTS.
4. ACCESS DOOR SHALL BE IN AN ACCESSIBLE LOCATION AND ARRANGED SUCH THAT THE FD CAN BE INSPECTED AND
THE FUSIBLE LINK EASILY REPLACED. ACCESS DOORS MAY BE FACTORY MOUNTED. ACCESS DOORS IN MEDIUM
PRESSURE (+4 IN. WG AND HIGHER) DUCT SYSTEMS SHALL BE THE IMPLOSION TYPE.
HORIZONTAL FIRE DAMPER DETAIL
NOT TO SCALE
RECTANGULAR SUPPLY,
RETURN OR EXHAUST
DUCT
MVD
RECTANGULAR
BRANCH DUCT
TAKE-OFF
L=1/4W, 4" MIN. SA AIRFLOWRA & EA AIRFLOWROUND BRANCH
DUCT TAKE-OFF
CONICAL TAP
(SPIN-IN OR
FLANGED)
SHOP
FABRICATED
45° CONICAL
FITTING
SHOP
FABRICATED
90° CONICAL
FITTING
NOTE:
1. ACCEPTABLE ALTERNATIVES ARE CONICAL TAPS
AND CONICAL SADDLE TAPS PER SMACNA HVAC
DUCT CONSTRUCTION STANDARDS.
NOTE:
1. ACCEPTABLE ALTERNATIVES ARE CONICAL TAPS
AND CONICAL SADDLE TAPS PER SMACNA HVAC
DUCT CONSTRUCTION STANDARDS.
LOW PRESSURE
BRANCH DUCT TAKE-OFF
(RECTANGULAR 45° ENTRY)
LOW PRESSURE
BRANCH DUCT TAKE-OFF
ROUND BRANCH ENTRY)
LOW PRESSURE
BRANCH DUCT TAKE-OFF
(ALTERNATIVE ROUND 90° BRANCH)
LOW PRESSURE
BRANCH DUCT TAKE-OFF
(ALTERNATIVE ROUND 45° ENTRY)
MVD
RECTANGULAR
SUPPLY, RETURN
OR EXHAUST DUCT
SA AIRFLOWRA & EA AIRFLOWSA AIRFLOW
RA & EA AIRFLOW
SA AIRFLOW
RA & EA AIRFLOWWL
BRANCH DUCT TAKE-OFF DETAILS
NOT TO SCALE
CONNECT FLEX DUCT ENDS TO SHEET METAL
DUCT AND DIFFUSER NECK WITH ZIP TIES.
APPLY A BEAD OF MASTIC BETWEEN THE
INTERIOR LINER AND THE SHEET METAL PRIOR
TO ZIP-TYING. THE INTERIOR LINER AND
EXTERIOR INSULATION OF THE FLEX DUCT
SHALL BE ZIP-TIED INDIVIDUALLY
ZIP TIES
INTERIOR LINER
PRE-INSULATED FLEXIBLE
DUCTWORK. SEE CENTRAL
NOTES/SPECIFICATIONS.
LENGTH SHALL NOT EXCEED
8'-0". PROVIDE SUPPORT PER
SMACNA STANDARDS AND
INSTALL FREE OF KINKS &
SAGS.
THERMAFLEX FLEXFLOW
ELBOW SUPPORT (OR FLEXABOOT
BY BUILD RIGHT PRODUCTS)
ROUND SHEET-METAL DUCT
DIAMETER AS INDICATED ON PLANS
BRANCH DUCT
CONICAL SPIN-IN
FITTING WITH MVD
CEILING -SEE ARCH.
DWGS. FOR TYPE
SUPPLY DIFFUSER
OR REGISTER
NOTES:
1. TAPES AND MASTICS USED TO SEAL FIBROUS GLASS DUCTWORK SHALL BE LISTED AND LABELED IN
ACCORDANCE WITH UL 181A AND SHALL BE MARKED “181 A-P”FOR PRESSURE-SENSITIVE TAPE, “181
A-M”FOR MASTIC OR “181 A-H”FOR HEAT-SENSITIVE TAPE.
2. TAPES AND MASTICS USED TO SEAL METALLIC AND FLEXIBLE AIR DUCTS SHALL COMPLY WITH UL
181B AND SHALL BE MARKED “181 B-FX”FOR PRESSURE-SENSITIVE TAPE OR “181 B-M”FOR MASTIC.
3. MECHANICAL FASTENERS FOR USE WITH FLEXIBLE NONMETALLIC AIR DUCTS SHALL COMPLY WITH
UL 181B AND SHALL BE MARKED “181 B-C”.
4. ZIP TIES SHALL BE PLENUM RATED. INSTALL ZIP TIES USING A TENSIONING TOOL PER
MANUFACTURER'S RECOMMENDATIONS.
INTERIOR LINER
PRE-INSULATED FLEXIBLE DUCTWORK.
SEE GENERAL OTES/SPECIFICATIONS.
PROVIDE SUPPORT PER SMACNA
STANDARDS AND INSTALL FREE OF
KINKS & SAGS
TAB FITTING DIAMETER
EQUAL TO FLEX DUCT
RUN OUT SIZE
BRANCH DUCT
SUPPLY REGISTER
(CEILING OR WALL)
CEILING -SEE ARCH.
DWGS. FOR TYPE
TAB TYPE
FITTING
CONNECT FLEX DUCT ENDS TO SHEET METAL
DUCT AND DIFFUSER NECK WITH NYLON ZIP
TIES. APPLY A BEAD OF MASTIC BETWEEN THE
INTERIOR LINER AND THE SHEET METAL PRIOR
TO ZIP-TYING. THE INTERIOR LINER AND
EXTERIOR INSULATION OF THE FLEX DUCT
SHALL BE ZIP-TIED INDIVIDUALLY. INSTALL ZIP
TIES USING A TENSIONING TOOL PER
MANUFACTURER'S RECOMMENDATIONS
NYLON ZIP TIES
NOTES:
1. TAPES AND MASTICS USED TO SEAL FIBROUS GLASS DUCTWORK SHALL BE LISTED AND LABELED IN
ACCORDANCE WITH UL 181A AND SHALL BE MARKED “181 A-P”FOR PRESSURE-SENSITIVE TAPE, “181 A-M”FOR
MASTIC OR “181 A-H”FOR HEAT-SENSITIVE TAPE.
2. TAPES AND MASTICS USED TO SEAL METALLIC AND FLEXIBLE AIR DUCTS SHALL COMPLY WITH UL 181B AND
SHALL BE MARKED “181 B-FX”FOR PRESSURE-SENSITIVE TAPE OR “181 B-M”FOR MASTIC.
3. MECHANICAL FASTENERS FOR USE WITH FLEXIBLE NONMETALLIC AIR DUCTS SHALL COMPLY WITH UL 181B
AND SHALL BE MARKED “181 B-C”.45.0°INERTIA BASE
14" HIGH EQUIPMENT RAIL
RPS STYLE ER-4B OR
EQUAL BY PATE OR
THYCURB.
1" DRAIN IN
BOTTOM OF
SCROLL DISCHARGEWEATHER PROOF
MOTOR
COMPARTMENT
DUCT FULL
SIZE OF
FAN INLET
MIN 40"
DISCHARGE
FRONT ELEVATION SIDE ELEVATION
WELDED DUCT
CONNECTION
FULL RADIUS ELBOW (WHEN
SPACE RESTRICTIONS
PREVENT A RADIUS ELBOW,
USE A MITERED
RECTANGULAR ELBOW WITH 4
1/2" RADIUS DOUBLE
THICKNESS TURNING VANES)
TRANSITION AS
REQUIRED
DUCT THRU ROOF -
SEE DETAIL
14" HIGH
CURB (MIN.)
SUPPORT DUCTWORK AT 6 FT. OC
ON MIFAB MODEL DSAW SUPPORT
SYSTEM ON WALKPAD MATERIAL
ROUTE TO STAIR
OR HOISTWAY WALL
OR ROOF AS
SHOWN
1/8" THICK NEOPRENE
GASKET BETWEEN
DUCTWORK & FAN, TYP.
ANGLE IRON
SUPPORT FRAME
CONCRETE BASE
(RE: STRUCT.
DWGS.)
DUCT MOUNTED SMOKE DETECTOR
(RE: ELECT. DWGS.)
CLASS 1 PARALLEL
BLADE SMOKE DAMPER
(NO -POWERED
CLOSED/FAIL OPEN);
RUSKIN MODEL SD60
45° WEATHER
COWL WITH
BIRDSCREEN
RUBBER VIBRATION/
FRICTION PAD, TYP. AT
EACH SUPPORT POINT
SPF/EPF
ACCESS
DOOR
FINISHED ROOF
2.5 x FAN
DIAMETER MIN.36" MIN.MAINTAIN 20' MINIMUM
FROM AIR EXHAUST
SYSTEM OR OUTLET
S
NOTES:
1. EACH FAN SHALL BE PROVIDED WITH A DUCT SMOKE DETECTOR THAT SHALL
ANNUNCIATE A SUPERVISORY SIGNAL ON THE FIREFIGHTER'S SMOKE CONTROL
PANEL (FSCP) AND SHALL ILLUMINATE A LAMP ADJACENT TO THE FAN STATUS
INDICATOR. A MANUAL OVERRIDE FOR EACH FAN SHALL ALSO BE PROVIDED. FANS
SHALL NOT SHUT OFF UNTIL MANUALLY OVERRIDDEN BY FIRE DEPARTMENT
PERSONNEL OR UNTIL THE FIRE ALARM SYSTEM IS RESET. THE FSCP SHALL ALSO
INDICATE THAT AIR IS MOVING IN EACH STAIRWAY PRESSURIZATION SYSTEM.
MONITORING OF AIR FLOW SHALL BE ACCOMPLISHED WITH DIFFERENTIAL
PRESSURE ACROSS THE FAN.THE VFD SHALL NOT FAIL TO A GREATER CAPACITY
THAN THAT ASSOCIATED WITH THE CONTROL SETPOINT FOR THE FAN.
2. FLEXIBLE DUCT CONNECTOR AT FAN DISCHARGE -FLEXIBLE DUCT CONNECTOR
SHALL BE OZONE AND WEATHER RESISTANT; DURODYNE DUROLON OR EQUAL.
18 GAUGE ALUMINUM RAIN SHIELD -SEAL
WEATHERTIGHT WITH 25 YEAR SILICONE SEALANT
SEAL ALL JOINTS WEATHERTIGHT
WITH 25 YEAR SILICONE SEALANT
NOTE 2
STEEL ANGLE
IRON BRACE
STAIRWELL /
ELELVATOR
HOISTWAY
FILL ANNULAR SPACE
WITH EXPANDING FOAM
INSULATION TO MAKE
WEATHERTIGHT
EXTERIOR WALL
ALTERNATE THRU WALL PENETRATION
NOTE: COORDINATE PENETRATION DETAIL WITH ARCH. DWGS.
DUCT COLLAR
FLOOR/CEILING ASSEMBLY
SECURE FAN /DAMPER
ASSEMBLY TO
MOUNTING ANGLE PER
UL INSTALLATION
INSTRUCTIONS
CEILING RADIATION
DAMPER
ONE HOUR FIRE
RATED CEILING
CEILING GRILLEPLASTER FLANGE
MOUNTING BRACKET
PER UL INSTALLATION
INSTRUCTIONS
FLEXIBLE DUCT
CONNECTOR
TRANSITION
AS REQUIRED
SEE FLOOR
PLAN FOR
DUCT SIZE
CEILING
EXHAUST FAN
NOTES:
1. INSTALLATION SHALL BE IN STRICT COMPLIANCE WITH UL OR OTHER CERTIFICATION AGENCY'S
INSTALLATION INSTRUCTIONS. SUBMIT INSTALLATION INSTRUCTION WITH SHOP DRAWINGS.
2. AT THE CONTRACTOR'S OPTION, THE CRD MAY BE SHIPPED LOOSE FOR FIELD INSTALLATION.
3. MOUNT THE CEILING GRILLE TO THE UNDER SIDE OF THE CRD USING THE HARDWARE FURNISHED WITH
THE FAN.
OPEN
PARKING
GARAGE
PROPELLER FAN
WITH
MOTOR SIDE
GUARD AND
MOTORIZED
DAMPER, TYP.
ENCLOSED
PARKING
GARAGE
ENCLOSED
PARKING
GARAGE
VENTILATION
SHAFT
MOUNT FAN
AS HIGH AS
POSSIBLE,
TYP.
M
M
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 12:35:51 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-M-r22_AustinS.rvtM05.03
ALS SDW
2247601
DETAILS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 12" = 1'-0"
HORIZONTAL FIRE SECURITY DAMPER DETAIL1
Scale: 12" = 1'-0"
BRANCH DUCT TAKE-OFF DETAIL2Scale: 12" = 1'-0"
COMMERCIAL FLEXIBLE DUCT TAKE-OFF DETAIL3Scale: 12" = 1'-0"
DWELLING UNIT FLEXIBLE DUCT TAKE-OFF DETAIL4
Scale: 6" = 1'-0"
EXHAUST FAN (UTILITY SET) DETAIL5
Scale: NTS
STAIR/ELEVATOR PRESSURIZATION FAN DETAIL6Scale: 12" = 1'-0"
CEILING EXHAUST FAN WITH CRD DETAIL7
Scale: 12" = 1'-0"
PARKING GARAGE VENTILATION SHAFT DETAIL8
NOTES:
1. DO NOT LOCATE FANS ABOVE DRIVE AISLES, WALK PATHS OR HANDICAP ACCESSIBLE AREAS.
2. FAN RUNS CONTINUOUSLY. AFTER FAN IS ENERGIZED, REMOVE THE PULL CORD FROM THE PULL CORD SWITCH.
SECURE SAFETY CABLE MOUNT TO STRUCTURE
ON 1/8" A36 STEEL PLATE WITH U RETAINER AND
TWO (2) 1/4"x1-1/2" LAG SCREWS, LAG SHIELDS,
AND TWO (2) 1/16" FLAT STEEL WASHERS
SECURE FAN MOUNTING
BRACKET TO STRUCTURE WITH
3/8" LAG SCREW, LAG SHIELD,
AND TWO (2) 1/16" FLAT STEEL
WASHERS
CIRCULATION FAN
ANGLE FAN SLIGHTLY DOWNWARD
AND TIGHTEN FAN ANGLE
ADJUSTMENT NUT PER
MANUFACTURER'S INSTRUCTIONS
SECONDARY SUPPORT CABLE FURNISHED
WITH FAN -SECURE WITH CABLE CLAMPS
AND TO STRUCTURE PER
MANUFACTURER'S RECOMMENDATIONS
GARAGE STRUCTURE
(CEILING OR BEAM) -
INSURE THAT FAN
MOUNTING PROVIDES
FOR MAXIMUM CLEAR
HEIGHT AFF
SURFACE MOUNTED
RECEPTACLE (RE: ELECT.
DWGS.)
INTEGRAL POWER CORD
AND PLUG -COIL AND
SECURE EXCESS WITH
CABLE TIE AND
CONCRETE FASTENER
EXHAUST AIR
FLOW
1/2" X 1/2" WIRE MESH
MOTORIZED DAMPER
WALL HOUSING
WALL (RE: ARCH.
DWGS.)
CLOSURE
ANGLES
PROPELLER FAN
(RE:FAN SCHEDULE)
MOTOR SIDE
GUARD
EXHAUST
AIR FLOW
MOTOR AND DRIVE
ASSEMBLY
ACCESSED
FROM THIS SIDE
STRUT CHANNEL AND
HANGER RODS (MIN.
OF 2 RODS)
GARAGE EXHAUST SHAFT
FAN/WALL HOUSING SUPPORT OPTIONS:
1. FROM STRUCTURE ABOVE WITH STRUT CHANNEL AND THREADED RODS.
2. FROM WALL BELOW FAN WITH ANGLE IRON "KICKERS".
TRANSITION AS
REQUIRED
RE: PLANS
FOR DUCT
SIZE
DUCT COLLAR
SUSPEND FAN FROM STRUCTURE
AS HIGH AS POSSIBLE WITH
THREADED RODS (MINIMUM 4 )
(RE:STRUCTURAL DRAWINGS FOR
ATTACHCHMENT DETAILS)
NEOPRENE ISOLATOR
AT HANGER BRACKET
(TYP. OF 4)
RE: PLANS FOR
DUCT SIZE
FLEXIBLE DUCT
CONNECTOR
ALTERNATE HANGER
BRACKET LOCATION
IN-LINE
CENTRIFUGAL
FAN
FACTORY SUPPLIED INSULATED PLENUM
LINEAR SUPPLY DIFFUSER -
FRAME TO MATCH CEILING TYPE
CEILING (RE:ARCH.
DWGS. FOR TYPE)
NOTE:
1. IF THE DIFFUSER IS INSTALLED IN AN INACCESSIBLE CEILING, DELETE INLET MVD AND
PROVIDE A REMOTE CONTROLLED (OR FACE OPERATED) DAMPER ASSEMBLY.
INLET MVD
SUPPLY RUN OUT
FLEX DUCT
RUN-OUT
FACE OR REMOTE
CONTROLLED MVD
(SUPPLY ONLY)
FACTORY SUPPLIED
INSULATED PLENUM
LINEAR SLOT DIFFUSER -SEE PLANS
AND GRILLES, REGISTERS AND
DIFFUSER SCHEDULES FOR SIZE
SUSPEND FROM STRUCTURE -REFER TO
EXPOSED sPIRAL DUCT HANGER DETAIL
SPIRAL DUCTWORK -ALL EXPOSED SHEET METAL SURFACES AND HANGER
STRAPS SHALL HAVE A "PAINT GRIP" FINISH FOR FIELD PAINTING. AS AN
OPTION, MILL PHOSPHATIZED STEEL DUCTWORK MAY BE USED. INTERNALLY
INSULATE PER HVAC GENERAL NOTES OR SPEC SECTION 23 07 00 UNO
FOLD SHEET METAL
ENDS DOWN 1"
SUPPLY REGISTER
(RE: PLANS GRILLES,
REGISTERS AND
DIFFUSER SCHEDULE)
TURN DOWN 30 DEGREES
NOTES:
1. PAINT COLOR SHALL BE SELECTED BY THE
ARCHITECT.
2. PAINTING BY OTHERS. COORDINATE WITH
ARCHITECTURAL DWGS.
EDH (RE: PLANS AND
SCHEDULES)
EDH SHALL BE LOCATED A MINIMUM
OF 4' DOWNSTREAM OF AIR
HANDLING EQUIPMENT, 2' FROM AN
ELBOW (UPSTREAM OR
DOWNSTREAM), 4' UPSTREAM OF A
HUMIDIFIER, AND 4' UPSTREAM OR
DOWNSTREAM FROM A TRANSITION
NOTES:
1. MAINTAIN A MIN. OF 42" CLEARANCE (OR PER N.E.C.) IN FRONT OF ALL ELECTRIC DUCT
HEATER CONTROL PANELS. THE WIDTH OF THE SERVICE CLEARANCE SHALL BE 30" OR THE
WIDTH OF THE PANEL WHICHEVER IS GREATER. NO PIPES, SPRINKLERS, CONDUITS, ETC.
SHALL BE INSTALLED WITHIN THIS ZONE. COORDINATE CAREFULLY WITH ALL OTHER TRADES.
2. WHERE EDHs OR THEIR WORKING CLEARANCE ARE LOCATED ABOVE LIGHT FIXTURES, THE
FIXTURE SHALL HAVE A FLEXIBLE WHIP TO ALLOW TEMPORARY RELOCATION OF THE
FIXTURE FOR ACCESS TO THE EDH. COORDINATE WITH THE ELECTRICAL CONTRACTOR.
3. INSTALL EDHs PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. FOR INSTALLATION IN
DUCTBOARD, INSTALL PER THE LATEST EDITION OF SMACNA'S FIBROUS DUCT
CONSTRUCTION STANDARDS.
SEE
NOTES
BELOW
C O N T R O L P A N E L
A IR F L O W
KINETICS NOISE CONTROL "KIP-
R1" FIBERGLASS PAD
CONTINUOUS BETWEEN RTU AND
CURB PER MANUFACTURER'S
RECOMMENDATIONS
OUTDOOR AIR INTAKE HOOD
FLEX DUCT CONNECTOR, TYP.
ROOF DECK
CONDENSATE DRAIN -TRAP PER
DETAIL; SIZE AND ROUTE PER PLANS
THERMOSTAT WIRING
DUCT SMOKE DETECTOR PER CODE
CONDENSER FAN
DISCHARGE
DISCONNECT SWITCH
(SEE ELECTRICAL
DWGS. UNLESS
FACTORY MOUNTED)
14" HIGH (MIN).
ROOF CURB
FELTED SEMI-RIGID MINERAL
WOOL BATT INSULATION, 4
LB. DENSITY, 8" THICK TOTAL
LINE INSIDE OF CURB AND ROOF DECK WITH
KINETICS KNM-100B ACOUSTICAL BARRIER
POWER WIRING (RE: ELECT. DWGS.)
NOTES:
1. WHEN FACTORY MOUNTED DISCONNECT SWITCH IS SCHEDULED OR SPECIFIED, CONDUIT FROM BELOW THE ROOF SHALL BE LOCATED INSIDE THE ROOF CURB.
FIELD MOUNTED DISCONNECT SWITCH, BRACKETS, AND CONDUIT SHALL BE LOCATED SUCH THAT THEY ARE CLEAR OF ALL UNIT ACCESS PANELS AND DO NOT
OBSTRUCT AIRFLOW. ATTACH DISCONNECT SWITCH SUPPORT BRACKETS TO STRUCTURAL MEMBERS OF UNIT AND NOT DIRECTLY TO SHEET-METAL CASING
(COORDINATE WITH ELECTRICIAN).
2. DO NOT MOUNT DISCONNECT SWITCH OVER NAMEPLATE OF UNIT (COORDINATE WITH ELECTRICIAN).
3. CUT OPENINGS IN THE ROOF DECK ONLY FOR SUPPLY AND RETURN DUCT PENETRATIONS PER MANUFACTURER'S DIMENSIONAL LAYOUT DRAWINGS. BATT
INSULATION SHALL COVER THE ENTIRE AREA OUTLINED BY THE CURB AND IN BETWEEN SUPPLY AND RETURN DUCTS.
4. MAINTAIN 10 LINEAL FEET BETWEEN OA INTAKE HOOD AND EXHAUST FANS, PLUMBING VENTS, ETC.
WATERTIGHT
REFRIGERANT
LINE SET CHASE
SUPPORT RS & RL 6' OC WITH MIFAB
MODEL C PIPE SUPPORT ON
ROOFING WALKPAD MATERIAL -
SECURE PIPE WITH PIPE CLAMP INSULATED REFRIGERANT LINE
SET, TYPICAL
SECURE OUTDOOR UNIT TO WOOD
SLEEPERS, TYP. 4 LOCATIONS
CONDENSING
UNIT OR HEAT
PUMP
2"X2", 3/8" THICK
NEOPRENE PAD,
TYPICAL OF 4
SEAL OPENING AIR AND
WATER TIGHT WITH
EXPANDING FOAM
INSULATION
PRESSURE TREATED 4X4 WOOD SLEEPER-MOUNT ON
ROOFING WALKPAD MATERIAL
ROOF STRUCTURE
NOTE:
1. MIFAB PIPE SUPPORT TO HAVE 14 GA. X 3/16" WIDE GALVANIZED CHANNEL. LENGTH TO SUIT QUANTITY OF
PIPING SUPPORTED. PROVIDE INSULATION SHIELD WHERE STRUT CLAMP COMES IN CONTACT WITH
INSULATION..H
H = FAN INLET
PRESSURE
(IN. WC) + 1".H/2 MINIMUM
SUSPENDED
AHU UNION
FACTORY DRAIN PAN
HAND TIGHT PLUGS FOR
CLEAN OUT PURPOSES
FLOAT SWITCH WIRED TO SHUT DOWN
RTU; SAF-T-SWITCH MODEL SS3
TRAP AND PIPE SAME SIZE AS
UNIT CONNECTION -ROUTE TO
NEAREST PLUMBING DRAIN
FLOAT SWITCH WIRED TO SHUT DOWN
AHU; SAF-T-SWITCH MODEL SS3 26 GA. SHEETMETAL DRAIN
PAN -11/2" DEEP X 4" (MIN.)
LARGER THAN THE AHU
AND SHALL EXTEND
BENEATH ALL PIPING
CONNECTIONS TO THE AHU
AND CONDENSATE TRAP
NOTES:
1. SLOPE PIPING DOWN TOWARDS PLUMBING DRAIN AT 1/8" PER FOOT.
2. RUNNING TRAPS ARE NOT ALLOWED.
3. ALL PIPING LOCATED WITHIN A RETURN AIR PLENUM MUST MEET FLAME SPREAD/SMOKE
DEVELOPED RATINGS OF 25/50.
4. TEST THE FLOAT SWITCH IN THE DRAIN PAN FOR PROPER OPERATION AT LEAST ONCE A YEAR.
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
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22020579
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DETAILS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 12" = 1'-0"
GARAGE CIRCULATION FAN DETAIL1Scale: NTS
GARAGE EXHAUST FAN (WALL MOUNTED PROPELLER) DETAIL2Scale: 12" = 1'-0"
IN-LINE CENTRIFUGAL FAN DETAIL3Scale: 12" = 1'-0"
LINEAR DIFFUSER DETAIL4
Scale: 6" = 1'-0"
LINEAR SUPPLY/RETURN SLOT DETAIL5Scale: 12" = 1'-0"
SPIRALDUCT SUPPLY REGISTER DETAIL6Scale: 12" = 1'-0"
ELECTRIC DUCT HEATER DETAIL7Scale: 12" = 1'-0"
ROOF TOP UNIT DETAIL8
Scale: 12" = 1'-0"
OUTDOOR UNIT ROOF MOUNTING DETAIL9Scale: 12" = 1'-0"
CONDENSATE DRAIN TRAP DETAIL10
ROUTE DRYER EXHAUST DUCT
TO EXTERIOR WALL IN THE MOST
DIRECT MANNER POSSIBLE 4"Ø DRYER EXHAUST
DUCT SHALL BE A
MINIMUM OF 26 GAUGE
EXTEND 4"Ø DRYER
EXHAUST DUCT THRU
DRYER EXHAUST BOX TO
ALLOW CONNECTION FOR
FLEXIBLE DRYER HOSE
DRYER EXHAUST WALL
BOX -REFER TO PLANS FOR
EXACT LOCATION AND SEE
NOTES BELOW FOR
ADDITIONAL INFORMATION
METAL FLANGE
SECURE EXHAUST BOX TO
WALL PER MANUFACTURER'S
RECOMMENDATIONS
FLEXIBLE DRYER
HOSE BY INSTALLER
DRYER BY XXXXXX
NOTES:
1. DRYER EXHAUST BOX MODEL 425 AS MANUFACTURED BY IN-O-VATE TECHNOLOGIES; LISTED FOR 1-HR (F AND T
RATINGS) WALL INSTALLATION; UL THROUGH-PENETRATION FIRESTOP SYSTEM NO. W-L-7129. USE FOR UPWAR
EXHAUST DIRECTION AND DOWNWARD EXHAUST DIRECTION ONLY FOR PEDESTAL AND STACKING DRYERS.
2. FOR DOWNWARD EXHAUST DIRECTION USE THE MODEL 4D (EXCEPT FOR PEDESTAL AND STACKABLE DRYERS).
3. INSTALLATION REQUIRES THE SPACES BETWEEN THE SIDES OF THE BOX AND THE STUDS AND THE SPACE
IMMEDIATELY ABOVE THE BOX TO BE TIGHTLY PACKED WITH GLASS FIBER BATT OR MINERAL WOOL BATT
INSULATION. REFER TO UL INSTALLATION DETAILS FOR ADDITIONAL INFORMATION.
4. INSTALL 16 GA STEEL SHIELD PLATES AT THE FINISHED FACE OF FRAMING MEMBERS WHERE THERE IS LESS THAN
11/4" BETWEEN THE DUCT AND THE FINISHED FACE OF THE FRAMING. SHIELD PLATES SHALL EXTEND 2" ABOVE
SOLE PLATES AND 2" BELOW TOP PLATES.
5. PROVIDE DRYWALL BOX OUT WHEN THE DRYER VENT BOX IS LOCATED WITHIN A 1-HR RATED WALL ASSEMBLY.
REFER TO MANUFACTURER'S AND UL INSTALLATION INSTRUCTIONS AND ARCHITECTURAL DETAILS.
THE CLOTHES DRYER'S INSTALLED MAXIMUM EXHAUST LENGTH AS SHOWN IN
THE INSTALLATION INSTRUCTIONS MUST EXCEED THE TOTAL SYSTEM
EQUIVALENT LENGTH INDICATED BELOW
DRYER CONNECTION MUST BE UL LISTED 4" ROUND FLEX DUCT
TOTAL SYSTEM EQUIVALENT LENGTH = XX'-X"
TOTAL STRAIGHT DUCT LENGTH = XX'-X"
NUMBER OF 90° ELBOWS = #
NUMBER OF 45° ELBOWS = #
CONTRACTOR: INSERT THE ACTUAL
FIELD MEASURED DISTANCE
ACTUAL INSTALLED EQUIVALENT LENGTH FROM THE
DRYER CONNECTION TO THE EXTERIOR VENT CAP
NOTES:
1. PERMANENTLY AFFIX THE LABEL IN A CONSPICUOUS LOCATION WITHIN SIX (6) LINEAL FEET OF THE EXHAUST
CONNECTION.
2. LABEL ABOVE IS SHOWN AS A GUIDELINE ONLY. ALTERNATE DESIGNS MAY BE SUBMITTED FOR REVIEW
(SUCH AS THOSE MANUFACTURED BY IN-O-VATE TECHNOLOGIES, INC. -www.dryerplacard.com).
3. TOTAL STRAIGHT DUCT LENGTH SHALL BE MEASURED FROM FITTING TO FITTING (WITHOUT ELBOWS).
5/16" (MIN.) HIGH
WHITE LETTERS
RED PLASTIC BACKGROUND
WITH ENGRAVED 1/8" (MIN.)
HIGH WHITE LETTERS
PRE-DRILLED
HOLES
0' - 6"0' - 3"WARNING -RISK OF FIRE
CONTRACTOR: INSERT THE
ACTUAL NUMBER OF ELBOWS
AMERICAN ALDES SPRING LOADED BACKDRAFT DAMPER -AIRFLOW DIRECTION SHALL BE
MARKED ON THE OUTSIDE OF THE DAMPER PRIOR TO INSTALLATION TO VERIFY PROPER
AIRFLOW DIRECTION. INSTALL SO THAT BDD CAN BE ACCESSED THRU WALL CAP HOOD
(BDD CAN BE ELIMINATED IF A MOTORIZED DAMPER AT THE AIR HANDLER IS USED)
HOODED WALL CAP WITH
BIRD SCREEN -BROAN
MODELS:
6"-641FA; 8"-643FA;
10"-610FA
INSULATED OA DUCT -ROUTE TO
AIR HANDLER (RE: FLOOR PLANS
FOR SIZE AND ROUTING). SLOPE
OUTERMOST 10' DOWN TOWARD
WALL CAP
NOTES:
1. WALL CAP CONNECTION AND BDD SIZE SHALL BE THE SAME SIZE AS THE OA
DUCT.
2. WALL CAP SHALL BE ALUMINUM OR GALVANIZED STEEL WITH PAINT GRIP
COATING FOR FIELD PAINTING (FIELD PAINTING BY OTHERS).
3. WALL CAP AND BDD SHALL BE ALUMINUM CONSTRUCTION FOR SEACOAST
LOCATIONS.
DRYER EXHAUST DUCT -ROUTE TO DRYER EXHAUST
WALL BOX (RE: FLOOR PLANS FOR DUCT SIZE AND
ROUTING).
SLOPE OUTERMOST 10' DOWN TOWARD WALL CAP
DETAIL NOTES:
1. WALL CAP SHALL BE FURNISHED WITH A DUCT COLLAR OF THE SAME SIZE AS THE EXHAUST DUCT. COLLAR SHALL BE SEALED
AIRTIGHT TO THE WALL CAP.
2. MODEL NUMBER ABOVE IS ALUMINUM CONSTRUCTION. GALVANIZED STEEL MAY BE SUBSTITUTED. WALL CAP SHALL HAVE A
PAINT GRIP COATING FOR FIELD PAINTING (FIELD PAINTING BY OTHERS).
3. WALL CAP AND BDD SHALL BE ALUMINUM CONSTRUCTION FOR SEACOAST LOCATIONS. (WITHIN 2 MILES OF A SEACOAST).
WIDE MOUTH FULL SIZE HOODED WALL CAP WITH GASKETED
SPRING RETURN BACKDRAFT DAMPER; ARTIS METALS MODEL
WMSDWVA OR APPROVED EQUAL. THE DESIGN SHALL BE SUCH THAT
THE CAP PROVIDES AN UNDIMINISHED PASSAGEWAY OF 12.5
SQUARE INCHES
AS AN OPTION TO THE BROAN WALL CAP WITH
SPRING LOADED BDD, PROVIDE AN AMERICAN ALDES
SPRING LOADED BACKDRAFT DAMPER -AIRFLOW
DIRECTION SHALL BE MARKED ON THE OUTSIDE OF
THE DAMPER PRIOR TO INSTALLATION TO VERIFY
PROPER AIRFLOW DIRECTION. INSTALL SO THAT BDD
CAN BE ACCESSED THRU WALL CAP HOOD
WALL CAP WITH GASKETED SPRING
LOADED BACKDRAFT DAMPER AND
BIRD SCREEN -3" OR 4" DUCT:
BROAN MODEL 885; 6" DUCT: BROAN
MODEL 641 OR APPROVED EQUAL
ROUTE TO EXHAUST FAN (RE:
FLOOR PLANS FOR SIZE AND
ROUTING). SLOPE OUTERMOST
10' DOWN TOWARD WALL CAP
DETAILS NOTES:
1. WALL CAP SHALL BE THE SAME SIZE AS THE EXHAUST DUCT -REFER TO FLOOR PLANS FOR SIZE.
2. WALL CAP SHALL BE ALUMINUM OR GALVANIZED STEEL WITH PAINT GRIP COATING FOR FIELD PAINTING (FIELD PAINTING BY THERS).
3. WALL CAP AND BDD SHALL BE ALUMINUM CONSTRUCTION FOR SEACOAST LOCATIONS. (WITHIN 2 MILES OF SEACOAST).
EXIT SEAL SIZED BY
MANUFACTURER
PIPING MATERIALS
AND SIZES PER PLAN
AND SPECS
FURNISH THE VALUT TO
THE ROOFING
INSTALLER AND
COORDINATE THE
INSTALLATION WITH ALL
TRADES
WIND RATE ALUMINUM
COVER SECURED TO
VAULT WITH VANDAL
RESISTANT SCREWS
PIPE PORTAL; THE
VAULT MODEL AWIAS
MANUFACTURED BY
RPH, LLC
INSULATED CURB
EXTENSION
INSULATED ALUMINUM
CURB (18" HIGH MIN.)
CURB FLANGE-
SECURE TO ROOF
DECK PER
STRUCTURAL DWGS.
EXIT SEAL SIZED BY
MANUFACTURER
PIPING MATERIALS
AND SIZED PER PLANS
AND SPECS
RECOVERY BOARD
FILL VOID BETWEEN
PIPING AND CURB WITH
FELTED SEMI-RIGID
MINERAL WOOL BATT
INSULATION, 4 LB.
DENSITY
SECURE PIPING TO
CURBAND CHASE WALL
INSULATED ALUMINIM
CURB (18"HIGH MIN.)
ROOFING
SYSTEM/FLASHING
ANGLE IRON FRAMING
AROUND PERIMETER OF
OPENING (RE: STRUCT. DWGS.)
SECTION
ISOMETRIC
NOTES:
1. SIZE OF THE VAULT SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE SIZE AND QUANTITY
OF PENETRATIONS.
2. THE VAULT SHALL BE INSULATED AND SEALED TO MEET SECTION C402 OF THE 2015 ICC INTERNATIONAL
ENERGY CONSERVATION CODE.
3. THE VAULT SHALL BE THIRD PARTY WIND TESTED TO 225 MPH.
4. INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS.
5. EXIT SEALS SHALL BE ALUMINUM (STAINLESS STEEL FOR PROJECTS WITHIN 2 MILES OF THE SEACOAST).
20 GAUGE COUNTER-
FLASHING WITH DRIP
EDGE ALL AROUND
HIGH DOMED CAPPED
& GASKET FASTENERS
AT 12" OC (MIN. 2 PER SIDE
COMPOSITE ROOFING
MATERIAL BY ROOFER
PACK SPACE BETWEEN
CURB AND DUCTWORK
WITH MINERAL WOOL
INSULATION -SEAL BOTH
ENDS WITH MASTIC
DUCTWORK -PAINT
IN A COLOR
SELECTED BY THE
ARCHITECT
CONTINUOUSLY WELD/
SOLDER FLASHING TO
DUCTWORK
14" HIGH (MIN.)
INSULATED ROOF CURB
WITH FLASHING CANT
& WOOD NAILER
FINISHED ROOF
1 1/4" x 1 1/4" x 1/4" ANGLE IRON
FRAME TO SUPPORT DUCTWORK
(REFER TO STRUCTURAL DWGS
NOTE:
1. FLASHING PER THE SMACNA ARCHITECTURAL SHEETMETAL MANUAL IS AN ACCEPTABLE ALTERNATIVE.
SECURE ANGLE IRON TO
STRUCTURE WITH 3/8" X 3"
LONG LAG SCREWS
OR EXPANSION BOLTS
(RE: STRUCT. DWGS.)SECURE ANGLE TO DUCT WITH
#8 X 3/4" LONG SELF-TAPPING
SHEET METAL SCREWS AT 6"
OC (MIN. 4 PER SIDE)
PIPE -SEE PLANS
AND RISER DIAGRAM
FLOOR -RE:
STRUCT. DWGS.
RISER CLAMP
BOLTS
2x2x2" HIGH
NEOPRENE PADS
AT RISER CLAMP
BEARING POINTS
PACK ANNULAR SPACE
WITH FIBERGLASS OR
MINERAL WOOL INSULATION
SEAL TOP AND BOTTOM OF ANNULAR
SPACE WITH A SEALANT THAT WILL BE
WATERTIGHT AND REMAIN PLIABLE
SCHEDULE 40 STEEL PIPE
SLEEVE 1" ABOVE AND
BELOW FINISHED FLOOR
1" SPACE-PACK WITH
FIBROUS PACKING
SEAL ALL AROUND WITH A
SEALANT THAT WILL
REMAIN PLIABLE16 GA SHEET-
METAL SLEEVE
MECHANICAL ROOM WALL
CONSTRUCTED OF CMU
SEAL ALL AROUND WITH
A SEALANT THAT WILL
REMAIN FLEXIBLE
SEE PLANS FOR NUMBER
AND SIZE OF PIPING
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
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ALS SDW
2247601
DETAILS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 12" = 1'-0"
DRYER EXHAUST WALL BOX DETAIL1Scale: 12" = 1'-0"
DRYER EXHAUST VENT WARNING LABEL2Scale: 12" = 1'-0"
OUTSIDE AIR INTAKE WALL CAP3Scale: 12" = 1'-0"
DRYER EXHAUST WALL CAP DETAIL4
Scale: 12" = 1'-0"
BATH AND/OR KITCHEN EXHAUST WALL CAP DETAIL5Scale: 3" = 1'-0"
PIPE PORTAL/VAULT DETAIL7
Scale: 12" = 1'-0"
DUCT THRU ROOF DETAIL6Scale: 12" = 1'-0"
DETAIL OF PIPES AND CONDUITS PASSING THRU FLOORS8
Scale: 12" = 1'-0"
DETAIL OF PIPES AND CONDUITS PASSING THRU WALLS9
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
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ALS SDW
2247601
SCHEDULES
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
EQUIPMENT SELECTIONS BASED ON PRODUCTS INDICATED. SUBJECT TO COMPLIANCE WITH ALL PRODUCTS, EQUAL PRODUCTS BY: CARRIER, TRANE, JOHNSON CONTROLS, LENNOX, DAIKIN, RHEEM..
23. ECONOMIZER FAULT DETECTION AND DIAGNOSTICS (FDD)
22. CONDENSATE OVERFLOW PROTECTION VIA FLOAT SWITCH IN DRAIN PAN TO SHUT DOWN UNIT
21. MANUFACTURER STARTUP
20. CONDENSER COIL HAIL GUARDS
UNLESS SPECIFIED WITH POWERED EXHAUST
19. INTEGRATED FIXED DRY BULB TYPE ECONOMIZER, SIZED FOR 100% SUPPLY AIR CAPACITY, CAPABLE OF SIMULTANEOUS ECONOMIZER AND COMPRESSOR OPERATION, WITH BAROMETRIC RELIEF,
UNLESS SPECIFIED WITH POWERED EXHAUST
18. INTEGRATED DIFFERENTIAL ENTHALPY TYPE ECONOMIZER, SIZED FOR 100% SUPPLY AIR CAPACITY, CAPABLE OF SIMULTANEOUS ECONOMIZER AND COMPRESSOR OPERATION, WITH BAROMETRIC RELIEF,
17. FLEXIBLE POLYMER E-COAT FOR PROTECTION FROM SEA COAST ENVIRONMENT
16. ULTRAVIOLET GERMICIDAL LAMPS ON EVAPORATOR COIL AND DRAIN PAN
15. SUPPLY/RETURN DROP BOX
14. DIRECT DRIVE, PLENUM FAN
13. 2-STAGE COOLING AND 2 COMPRESSORS
12. RTU DEMAND CONTROL VENTILATION WIRING AND CONTROLS. PROVIDE WITH ONE WALL MOUNTED CO2 SENSOR AND ADDITIONAL SENSORS WHERE INDICATED.
11. PHASE MONITORING PROTECTION
10. GFCI 15 AMP CONVENIENCE OUTLET POWERED ON LINE SIDE OF DISCONNECT
9. KINETICS KNM-100B SOUND BARRIER MATERIAL INSIDE OF ROOF CURB AND ON TOP OF ROOF DECK
8. HOT GAS BYPASS. INSTALL ON LEADING COMPRESSOR ON 2-STAGE UNITS
7. SMOKE DETECTORS: MOUNT IN [SUPPLY] [RETURN] [SUPPLY & RETURN] AIRSTREAM FAN SPEED SHALL ADJUST TO MATCH COMPRESSOR OPERATION/STAGING.
6. UNIT MOUNTED FACTORY DISCONNECT SAV:STAGED AIR VOLUME FOR RTUS WITH 2-STAGE COOLING SHALL CONSIST OF MULTI-SPEED INDOOR FAN.
5. LOW AMBIENT OPERATION TO 20˚F
4. POWERED EXHAUST FOR ECONOMIZER RELIEF THERMOSTAT WITH FAN-ON-AUTO...
3. BAS COMPATIBLE (BACnet) CONTROLLER, PROGRAMABLE DIGITAL DISPLAY THERMOSTAT CV:CONSTANT VOLUME, VARIABLE TEMPERATURE. PROVIDE WITH 7-DAY PROGRAMMABLE AUTO CHANGEOVER
2. LOCKING THERMOSTAT COVER PROVIDE THE FOLLOWING FEATURES LISTED BELOW FOR THE SYSTEM TYPES IDENTIFIED FOR EACH RTU:
1. 7-DAY PROGRAMMABLE THERMOSTAT WITH FAN-ON-AUTO CONTROL AND AUTO HEATING/COOLING CHANGEOVER SYSTEM DESCRIPTION AND REQUIREMENTS:
ACCESSORIES (THIS LIST IS NOT ALL INCLUSIVE. IN ADDITION, PROVIDE MANUFACTURER RECOMMEND ACCESSORIES FOR SAFE AND PROPER OPERATION):
EQUIPMENT. THE EQUIPMENT NAMEPLATE SHALL BEAR A RATING OF NO LESS THAN THE PANELBOARD RATING OR THE CALCULATED FAULT CURRENT.
CALCULATED AVAILABLE FAULT CURRENT INDICATED AT THE EQUIPMENT. THIS FAULT CURRENT VALUE SHALL BE UTILIZED TO DETERMINE THE CORRECT SHORT CIRCUIT CURRENT RATIN...
H. COORDINATE WITH THE ELECTRICAL DRAWINGS FOR THE CALCULATED AVAILABLE FAULT CURRENT AT THE PANELBOARD SERVING MULTI-MOTOR AND COMBINATION-LOAD...
G. VARIABLE FLOW FAN SYSTEMS SHALL BE PROVIDED WITH VARIABLE SPEED DRIVE AND AIR FLOW MEASURING DEVICE TO MONITOR AND CONTROL OUTSIDE AIR VOLUME.
CONTROLS, ELECTRIC RESISTANCE HEATER, COMPRESSOR ANTI-RECYCLE CONTROLS, SINGLE POINT POWER CONNECTION, COOLING OPERATION DOWN TO 40˚F, 14" HIGH INSULATED ROOF CURB WITH BASE SLOPED TO MATCH ROOF PITCH.
F. RTUS SHALL BE PROVIDED WITH 2" PLEATED DISPOSABLE FILTERS, CONDENSATE OVERFLOW SWITCH IN PRIMARY DRAIN PAN, MOTORIZED OUTSIDE AIR DAMPER, HP REVERSING VALVE, SUCTION LINE ACCUMULATOR, DEFROST CYCLE
E. PROVIDE CRANKCASE HEATERS ON ALL UNITS 6 TONS AND LARGER.
D. RETURN AND OUTSIDE AIR DAMPERS SHALL BE CLASS 1 LOW-LEAKAGE TYPE.
C. ALL RTUS WITH CAPACITIIES 7.5 TONS AND HIGHER SHALL BE PROVIDED WITH MULTIPLE COMPRESSORS AND A MINIMUM OF 2 INDEPENDENT REFRIGERANT CIRCUITS.
B. REFRIGERANT SHALL BE R-410A.
A. SCHEDULED COOLING CAPACITY IS BASED ON THE FOLLOWING OUTDOOR AMBIENT TEMPERATURE: 95°F DB AND A PROJECT ELEVATION OF XXXX'.
NOTES: (APPLIES TO ALL UNITS)
RTU-LR-2 DAIKIN GPH CORRIDORS CV 1,950 295 295 1/2 2.0 6.0 71.0 50.4 78 64 11.1 13.0 70.0 17.0 2.3 -63 --8 675
RTU-LR-1 DAIKIN GPH CORRIDORS CV 1,950 295 295 1/2 2.0 6.0 71.0 50.4 78 64 11.1 13.0 70.0 17.0 2.3 -63 --8 675
RTU-HR-8 DAIKIN GPH CORRIDORS CV 3,395 510 510 2 2.0 10.0 113.0 84.0 78 64 11.1/12.6 -56.0 17.0 2.4 -63 --8 1,285
RTU-HR-7 DAIKIN GPH CORRIDORS CV 3,720 560 560 2 2.0 10.0 113.0 84.0 78 64 11.1/12.6 -56.0 17.0 2.4 -63 --8 1,285
RTU-HR-6 DAIKIN GPH CORRIDORS CV 2,100 320 320 1/2 2.0 6.0 71.0 50.4 78 64 11.1 13.0 70.0 17.0 2.3 -62 --8 675
RTU-HR-5 DAIKIN GPH CORRIDORS CV 2,050 310 310 1/2 2.0 6.0 71.0 50.4 78 64 11.1 13.0 70.0 17.0 2.3 -63 --8 675
RTU-HR-4 DAIKIN GPH CORRIDORS CV 2,300 345 345 1/2 2.0 6.0 71.0 50.4 78 64 11.1 13.0 70.0 17.0 2.3 -63 --8 675 -
RTU-HR-3 DAIKIN GPH CORRIDORS CV 1,575 240 240 1/2 2.0 4.0 46.0 34.5 78 64 11.3 13.0 45.0 17.0 2.2 7.7 62 --8 610 -
RTU-HR-2 DAIKIN GPH CORRIDORS CV 2,600 395 395 2 2.0 7.5 90.0 65.7 78 64 11.5 -52.0 17.0 2.4 -63 --8 1,135 -
RTU-HR-1 DAIKIN GPH CORRIDORS CV 3,985 600 600 2 2.0 10.0 113.0 84.0 78 64 11.1/12.6 -56.0 17.0 2.4 -63 --8 1,285 -
MIN MAX COP HSPFTOTALOUTSI...NOM
TONS TOT SENS DB WB EER/IEER SEER CAP
(MBH)
OA AMB
(˚F)
EFFICI...KW No.
STAGES
AIRFLOW...MAX
MOTOR
HP
ESP
(IN WC)
CAPACITY (MBH)EAT (˚F)EFFICIENCY INTEGRATED HP CAPACITY
EAT (˚F)
SUPP...
MERV
RATING
TAG MANUF EQUIP SERIES AREA SERVED SYSTEM
TYPE
SUPPLY...NET COOLING HEATING FILTERS
WEIGHT
(LB)ACCESSORIES
ROOFTOP UNITS (HEAT PUMPS)
EQUAL PRODUCTS: PENNBARRY, CARNES, COOK, ACME, TWIN CITY, AEROVENT, DELTA BREEZ, AND PANASONIC PROVIDED THE PRODUCTS MEET OR EXCEEED THE SCHEDULED PERFORMANCE AND SPECIFICATIONS.
UNLESS NOTED OTHERWISE, SELECTIONS ARE BASED ON PRODUCTS BY GREENHECK OR MANUFACTURER NOTED.
49. DISCONNECT SWITCH (FURNISHED AND INSTALLED BY ELECTRICAL)
25. INSULATED HOUSING 48. CEILING MOUNT KIT
24. COATING ON AIRSTREAM COMPONENTS FAN CONTROL, BACNET/MODBUS CONNECTIVITY, WEB INTEROPERABILITY.
23. NON-SPARKING CONSTRUCTION 47. JET VENT CONTROL CENTER WITH CO/NO2 SENSORS, FIRE ALARM INTERLOCK, SUPPLY/EXHAUST
22. EXPLOSION PROOF MOTOR 46. 6" LONG DUCT SECTION ON INLET AND OUTLET OF FAN WITH TEST PORTS FOR VERIFYING CFM
21. ACOUSTICAL CURB 45. MERV 13 FILTER
20. MOTOR COVER/BELT GUARD 44. MERV 6 FILTER
19. OUTLET GUARD 43. CORD AND PLUG
18. INLET GUARD 42. ALUMINUM DAMPER
17. ALUMINUM CONSTRUCTION 41. DISCONNECT SWITCH (FOR MOUNTING BY ELECTRICAL)
16. WALL MOUNTED SWITCH WITH HUMIDITY SENSOR (FOR MOUNTING BY ELECTRICAL) FAN" (FOR MOUNTING BY ELECTRICAL)
15. DYNAMICALLY RATED CEILING RADIATION DAMPER 40. WALL MOUNTED TIMER SWITCH (0-30 MINUTES) - LABEL "KITCHEN VENTILATION
14. VIBRATION ISOLATION KIT (NEOPRENE ISOLATORS)39. OVERHEAD MOUNTING KIT AND 9' CORD AND PLUG
13. ENERGY STAR 38. DOOR SWITCH (JAMB MOUNTED)
12. EC MOTOR 37. SEISMIC RATED CONSTRUCTION OPTION
11. VARIABLE FREQUENCY DRIVE (FOR MOUNTING BY ELECTRICAL)36. HIGH WIND RESISTANT CONSTRUCTION OPTION
10. SPEED CONTROLLER 35. EXTENDED GREASE LINES
9. SPEED CONTROLLER FOR BALANCING PURPOSES (FOR MOUNTING BY ELECTRICAL)34. REVERSIBLE AIRFLOW
8. INSECT SCREEN (1/4" X 1/4")33. LOUVER MOUNTING
7. BIRD SCREEN 32. OSHA MOTOR SIDE GUARD
6. MANUFACTURER'S STANDARD WALL CAP 31. MOTORIZED DAMPER WITH END SWITCH
5. MINIMUM 14" HIGH INSULATED ROOF CURB 30. 45 DEGREE WEATHERHOOD WITH BIRDSCREEN
4. COMBINATION STARTER/DISCONNECT (FOR MOUNTING BY ELECTRICAL)29. WALL COLLAR WITH CLOSURE ANGLES
3. FACTORY MOUNTED DISCONNECTING MEANS (CORD AND PLUG, SWITCH, ETC.)28. WALL HOUSING WITH CLOSURE ANGLES
2. MOTORIZED BACKDRAFT DAMPER 27. SPRING TYPE VIBRATION ISOLATORS
1. GRAVITY BACKDRAFT DAMPER 26. ANGLED FILTER BOX WITH 1" MERV 8 FILTERS
ACCESSORIES:
CS - OCCUPANCY SENSOR - REFER TO ELECTRICAL DWGS.
CR - INTERLOCK WITH VENTILATION CONTROLLER/AIR HANDLER
CQ - INTERLOCK WITH GAS MONITORING SYSTEM/BOILER CONTROLS
ILM - IN-LINE MIXED FLOW CP - WALL MOUNTED TIMER (0-30 MINUTES LABELED "KITCHEN VENTILATION")
FS - FILTERED SUPPLY CN - CONTINUOUS OPERATION
ACF - AIR CURTAIN CM - INTERLOCK WITH ___________
CF - CIRCULATION FAN CL - WALL MOUNTED HUMIDITY SENSOR (DEWSTOP MODEL FS-300)
UCF - UTILITY CENTRIFUGAL FAN CK - HYDROGEN GAS MONITORING AND CONTROL SYSTEM
TA - TUBE AXIAL CJ - CO/NO2 GAS MONITORING AND CONTROL SYSTEM
RUP - ROOF UPBLAST PROPELLER/AXIAL CH - VARIABLE FREQUENCY DRIVE
WP - WALL PROPELLER CG - DOOR SWITCH (JAMB MOUNTED)
ILC - IN-LINE CENTRIFUGAL CF - SWITCH ON FACE OF KITCHEN HOOD
WC - WALL CENTRIFUGAL CE - INTERLOCK WITH MOTORIZED DAMPER/COMBINATION LOUVER
RCU - ROOF CENTRIFUGAL UPBLAST CD - INTERLOCK WITH BAS/TIMECLOCK
RCD - ROOF CENTRIFUGAL DOWNBLAST CC - START/STOP SWITCH WITH INDICATOR LIGHT
CAB - IN LINE CABINET B - BELT CB - WALL MOUNTED THERMOSTAT
CC - CEILING CENTRIFUGAL D - DIRECT CA - WALL SWITCH - REFER TO ELECTRICAL DWGS.
FAN TYPES:DRIVE TYPE:FAN CONTROL NOTES:
P. MAX. FREE-FIELD SOUND RATING AT 3 METERS SHALL NOT EXCEED 64 DBA.
N. FANS AND ASSOCIATED COMPONENTS LOCATED IN RA PLENUMS SHALL BE PLENUM RATED.
S&P REFRESH.
M. APPROVED OAF SYSTEMS ARE APRILAIRE 8144NC/8120X; BROAN FIN-180P-HW; S&P TD-XS FAN WITH APRILAIRE 8120X/MD/FILTER AND FIELD CONTROLS FAPV WITH FAVC CONTROLLER AND FAD (FRESH AIR DAMPER), AND
L. FANS WITH SELELCTABLE CFM SHALL BE SET TO THE APPROPRIATE SETTING DURING INSTALLATION PER MANUFACTURER'S INSTALLATION INSTRUCTIONS.
USED. REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
K. MOTORS CONTROLLED BY A VARIABLE FREQUENCY DRIVE (VFD) SHALL BE INVERTER DUTY MOTORS AND SHALL BE COMPATIBLE WITH THE PARTICULAR MANUFACTURER’S DRIVE THAT IS
J. FANS SHALL BE CERTIFIED AND BEAR THE HVI-2100 OR AMCA LABEL FOR AIR AND SOUND PERFORMANCE.
H. REFER TO AIR HANDLING UNIT SCHEDULE FOR OA CFM AND BALANCE ACCORDINGLY.
CONTRACTOR AND PROVIDE RELAYS/CONTROLS AS REQUIRED.
G. FANS THAT ARE INTERCONNECTED WITH LIGHTING CONTROLS (E.G. LIGHT SWITCH) MAY NOT BE THE SAME VOLTAGE AS THE LIGHTING CIRCUIT. COORDINATE WITH THE ELECTRICAL
F. FANS THAT ARE SCHEDULED TO RUN CONTINUOUSLY SHALL HAVE IEC 60034-1 CONTINUOUS DUTY RATED MOTORS.
E. WEIGHTS INCLUDE ACCESSORIES, CURBS, MOTORS, ETC.
D. FOR FANS THAT ARE PART OF A SMOKE MANAGEMENT SYSTEM, REFER TO THE SMOKE CONTROL FAN SCHEDULE.
C. REFER TO DETAILS FOR ADDITIONAL OPTIONS, ACCESSORIES, MOUNTING ARRANGEMENT, ETC.
B. GREASE REMOVAL FANS SHALL BE LISTED FOR GREASE REMOVAL (UL 762) AND ELECTRICAL (UL 705)
A. SELECTIONS ARE BASED ON A PROJECT ELEVATION OF XXXX'. CFM HAS BEEN CORRECTED FOR ALTITUDE.
NOTES:
TR-LR-1 GREENHECK USF UCF TRASH EXH 1850 2 CN NO 2, 14, 41
TR-HR-1 GREENHECK USF UCF TRASH EXH 820 2 CN NO 2, 14, 41
SPF-5 GREENHECK AX TA STAIR PRESSUIRZATION 10,000 2 YES
SPF-4 GREENHECK AX TA STAIR PRESSUIRZATION 10,000 2 YES
SPF-3 GREENHECK AX TA STAIR PRESSUIRZATION 10,000 2 YES
SPF-2 GREENHECK AX TA STAIR PRESSUIRZATION 10,000 2 YES
GSF-5-2 GREENHECK SBS WP GARAGE SUPPLY 2,600 0.5 CN NO 2, 28, 32, 41
GSF-5-1 GREENHECK SBS WP GARAGE SUPPLY 35,650 0.5 CJ NO 2, 4, 28, 32
GEF-5-2 GREENHECK SBE WP GARAGE EXH 2,600 0.5 CN NO 2, 28, 32, 41
GEF-5-1 GREENHECK SBE WP GARAGE EXH 35,650 0.5 CJ NO 2, 3, 11, 27
GSF-4-2 GREENHECK SBS WP GARAGE SUPPLY 2,600 0.5 CN NO 2, 28, 32, 41
GSF-4-1 GREENHECK SBS WP GARAGE SUPPLY 35,650 0.5 CJ NO 2, 4, 28, 32
GEF-4-2 GREENHECK SBE WP GARAGE EXH 2,600 0.5 CN NO 2, 28, 32, 41
GEF-4-1 GREENHECK SBE WP GARAGE EXH 35,650 0.5 CJ NO 2, 3, 11, 27
GSF-3-2 GREENHECK SBS WP GARAGE SUPPLY 2,600 0.5 CN NO 2, 28, 32, 41
GSF-3-1 GREENHECK SBS WP GARAGE SUPPLY 35,650 0.5 CJ NO 2, 4, 28, 32
GEF-3-2 GREENHECK SBE WP GARAGE EXH 2,600 0.5 CN NO 2, 28, 32, 41
GEF-3-1 GREENHECK SBE WP GARAGE EXH 35,650 0.5 CJ NO 2, 3, 11, 27
GSF-2-2 GREENHECK SBS WP GARAGE SUPPLY 2,600 0.5 CN NO 2, 28, 32, 41
GSF-2-1 GREENHECK SBS WP GARAGE SUPPLY 35,650 0.5 CJ NO 2, 4, 28, 32
GEF-2-2 GREENHECK SBE WP GARAGE EXH 2,600 0.5 CN NO 2, 28, 32, 41
GEF-2-1 GREENHECK SBE WP GARAGE EXH 35,650 0.5 CJ NO 2, 3, 11, 27
CF-#GREENHECK IC CF GARAGE CIRC 3,090 N/A 1/4 HP 1140 D N/A 140 CJ NO 3, 18, 19, 39
S&P TD-150 ILC COMMON AREA VENTILATION NOTE H 0.5 65 W N/A D 2.0 11 CN NO 2, 10, 41, 44
S&P TD-125 ILC COMMON AREA VENTILATION NOTE H 0.5 38 W N/A D 2.0 11 CN NO 2, 10, 41, 44
EF-A GREENHECK SP-AP CC DWELLING UNIT BATH EXH 50 0.5 14.3W 808 D 0.7 12 CA NO 1, 3, 9, 13, 15
TAG MANUF.MODEL TYPE DUTY CFM SP
(IN WC)
MAX.
MOTOR
SIZE
RPM DRIVE MAX.
SONES
APPROX.
WEIGHT (LBS)CONTROLLED BY EMERGENCY
POWER
ACCESSORIES/
REMARKS
FANS
EQUAL PRODUCTS BY CARRIER, MITSUBISHI, LG, JCI, TRANE, SAMSUNG, TOSHIBA, PANASONIC, SANYO, BOSCH
SELECTIONS BASED ON PRODUCTS BY DAIKIN
9. HURRICANE RATED WALL MOUNTING KIT FOR OUTDOOR UNIT
4. REFRIGERANT LINE-SET (VERIFY LENGTH)8. SEACOAST PROTECTION PACKAGE
3. COMPRESSOR ANTI-RECYCLE CONTROLS 7. LOW AMBIENT WIND BAFFLE
2. CONDENSATE PUMP AND SAFETY SWITCH 6. METAL DRAIN PAN FOR OUTDOOR UNIT; DIVERSITECH OR APPROVED EQUAL
1. WIRED WALL MOUNT UNIT CONTROLLER 5. WALL MOUNTING KIT FOR OUTDOOR UNIT
ACCESSORIES (THIS LIST IS NOT ALL INCLUSIVE. IN ADDITION, PROVIDE MANUFACTURER RECOMMEND ACCESSORIES FOR SAFE AND PROPER OPERATION):
H. VERIFY MAXIMUM COMPRESSOR LIFT COMPATABILITY WITH MANUFACTURER AND OUTDOOR UNIT LOCATION.
G. UNITS SHALL BE EQUIPPED WITH AN INTERNAL CONDENSATE TRAP OR CHECK VALVE.
F. DISCONNECT SWITCH FOR OUTDOOR UNIT FURNISHED BY DIV 23, INSTALLED BY DIV 26.
E. INDOOR AND OUTDOOR UNITS SHALL BE INSTALLED PER PLANS, MANUFACTURER'S RECOMMENDATIONS, AND LOCAL CODE REQUIREMENTS.W - WALL HUNG
D. REFER TO HVAC GENERAL NOTES AND DETAILS FOR ADDITIONAL INFORMATION.C - CEILING CASSETTE
C. SUBMIT AHRI CERTIFIED CAPACITIES FOR ACTUAL EQUIPMENT TO BE INSTALLED.FAN COIL UNIT TYPE:
B. HEAT PUMP HEATING CAPACITY BASED ON AN INDOOR EAT OF 80°F DB/67°F WB AND XX°F ENTERING OUTDOOR UNIT.LEGEND
A. COOLING CAPACITIES ARE BASED ON AN INDOOR EAT OF 80˚F DB/67˚F WB AND XXX˚F AMBIENT AND A PROJECT ELEVATION OF XXXX'.
NOTES (APPLY TO ALL UNITS):
DFH 1-2/DHP 1-2 FTX/RX MAIN TELECOM W 715 21.2 15.8 14.4 14.3 7.5 27 / 108 1,2,3,4,6
DFH 1-1/DHP 1-1 FTX/RX FIRE COMMAND CENTER W 715 21.2 15.8 14.4 14.3 7.5 27 / 108 1,2,3,4,6
TYPE TOTAL CFM
TOTAL
COOLING
(MBH)
SENSIBLE
COOLING
(MBH)
HP
HEAT
(MBH)
TAG SERIES
FAN COIL UNIT/HEAT PUMP UNIT AREA SERVED
FAN COIL CAPACITY
MINIMUM
SEER2
RATING
MINIMUM
HSPF2
RATING
APPROX.
WEIGHT
(LBS)
FCU/HP
ACCESSORIES
DUCTLESS SPLIT SYSTEM (HEAT PUMP)
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 12:36:18 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-M-r22_AustinS.rvtM06.02
ALS SDW
2247601
SCHEDULES
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
EQUAL PRODUCTS BY MARKEL, BERKO, QMARK, INDEECO, MARLEY, REDDI, STELPRO.
SELECTIONS BASED ON PRODUCTS BY RAYWALL
10. COMPLETE INSTALLATION TO INCLUDE ALL SPLICES, END CAPS, MOUNTING HARDWARE, ETC.
9. FAN GUARD AND LOUVER DIFFUSER
8. CERTIFIED FOR ZERO CLEARANCE TO WALL OR CEILING
7. TEE BAR CEILING MOUNTING KIT
6. WALL MOUNTED THERMOSTAT
5. UNIVERSAL WALL/CEILING MOUNTING BRACKET
4. SEMI-RECESS MOUNTING KIT
3. SURFACE MOUNTING KIT
2. INTEGRAL DISCONNECT SWITCH
1. INTEGRAL TAMPERPROOF THERMOSTAT, UNLESS NOTED TO BE INTERLOCKED WITH FAN THERMOSTAT.
ACCESSORIES:
D. STAIRWELL AND SPRINKLER RISER ROOM HEATERS - THERMOSTAT SETPOINT SHALL BE 45°F.
C. ALL HEATERS SHALL HAVE THERMAL OVERLOAD PROTECTION.
B. OUTPUT CAPACITY SCHEDULED IS AT INSTALLED VOLTAGE. COORDINATE WITH ELECTRICAL...
A. ALL HEATERS SHALL BE UL OR ETL TESTED AND LISTED.
NOTES (APPLY TO ALL HEATERS):
EUH-1-2 MUH UNIT HEATER TRASH RM 5.0 7'-6"27 1, 2, 5
EUH-1-1 MUH UNIT HEATER MAIN TRASH RM 15.0 7'-6"27 1, 2, 5
EUH-R-17 MUH UNIT HEATER RETAIL 3.0 7'-6"27 1, 2, 5
EUH-R-16 MUH UNIT HEATER RETAIL 3.0 7'-6"27 1, 2, 5
EUH-R-15 MUH UNIT HEATER RETAIL 3.0 7'-6"27 1, 2, 5
EUH-R-14 MUH UNIT HEATER RETAIL 3.0 7'-6"27 1, 2, 5
EUH-R-13 MUH UNIT HEATER RETAIL 3.0 7'-6"27 1, 2, 5
EUH-R-12 MUH UNIT HEATER RETAIL 3.0 7'-6"27 1, 2, 5
EUH-R-11 MUH UNIT HEATER RETAIL 3.0 7'-6"27 1, 2, 5
EUH-R-10 MUH UNIT HEATER RETAIL 3.0 7'-6"27 1, 2, 5
EUH-R-9 MUH UNIT HEATER RETAIL 3.0 7'-6"27 1, 2, 5
EUH-R-8 MUH UNIT HEATER RETAIL 3.0 7'-6"27 1, 2, 5
EUH-R-7 MUH UNIT HEATER RETAIL 3.0 7'-6"27 1, 2, 5
EUH-R-6 MUH UNIT HEATER RETAIL 3.0 7'-6"27 1, 2, 5
EUH-R-5 MUH UNIT HEATER RETAIL 3.0 7'-6"27 1, 2, 5
EUH-R-4 MUH UNIT HEATER RETAIL 3.0 7'-6"27 1, 2, 5
EUH-R-3 MUH UNIT HEATER RETAIL 3.0 7'-6"27 1, 2, 5
EUH-R-2 MUH UNIT HEATER RETAIL 3.0 7'-6"27 1, 2, 5
EUH-R-1 MUH UNIT HEATER RETAIL 3.0 7'-6"27 1, 2, 5
EWH-5-1 AWH WALL HEATER STAIR 4 3.0 1'-0"25 1, 2, 5
EWH-2-1 AWH WALL HEATER STAIR 3 3.0 1'-0"25 1, 2, 5
EWH 1-3 AWH WALL HEATER STAIR 5 3.0 1'-0"25 1, 2, 5
EWH 1-2 AWH WALL HEATER STAIR 2 3.0 1'-0"25 1, 2, 5
EWH 1-1 AWH WALL HEATER STAIR 1 3.0 1'-0"25 1, 2, 5
TAG SERIES TYPE LOCATION
OUTPUT
CAPACITY
(KW)
MOUNTING HEIGHT
AFF
APPROX.
WEIGHT
(LBs)
ACCESSORIES
ELECTRIC HEATERS
EQUAL PRODUCTS: KRUEGER, CARNES, ANEMOSTAT, TUTTLE & BAILEY, PRICE, METALAIRE, NAILOR.
SELECTIONS ARE BASED ON PRODUCTS BY: TITUS.
5. INSECT SCREEN (1/16" SQUARE MESH)
4. RETURN HOOD/LIGHT SHIELD ON RA SLOTS
3. MANUFACTURER'S STANDARD INSULATED PLENUM
2. BALANCING DAMPER IN INLET
1. MOLDED INSULATION (R-6) BLANKET ON BACK PAN
ACCESSORIES:
J. REFER TO PLANS AND DETAILS FOR SOFFIT GRILLE SIZES AND TYPES.
H. FOR DRYWALL OR PLASTER CEILING INSTALLATION, PROVIDE PLASTER FRAME.
G. ONE 1" SLOT, 4' LONG TO MATCH LINEAR SUPPLY
F. ONE 1" SLOT, 4' LONG TO MATCH LINEAR SUPPLY
E. ONE 1" SLOT, 4' LONG, 10"Ø INLET, FACTORY INSULATED PLENUM.
D. ONE 1" SLOT, 4' LONG, 10"Ø INLET, FACTORY INSULATED PLENUM....
BALANCING DAMPER SHALL BE INCLUDED.
C. WHEN A DAMPER IS CALLED FOR ABOVE AND THE DEVICE IS TO BE MOUNTED IN AN INACCESSIBLE CEILING, EITHER A FACE ADJUSTABLE OR REMOTE CABLE OPERATED
B. FINISH SHALL BE MANUFACTURER'S STANDARD. REFER TO ACCESSORIES/NOTES FOR CUSTOM FINISHES, IF ANY. SUBMIT COLOR CHART WITH SHOP DRAWINGS.
COMPATIBLE WITH ADJACENT SURFACES AND FINISHES.
A. REFER TO ARCHITECTURAL DRAWINGS FOR TYPE OF CEILING, SUSPENSION SYSTEM AND FINISHES WHERE DEVICE WILL BE MOUNTED. FRAME AND BORDER TYPE SHALL BE
NOTES (APPLY TO ALL DEVICES UNO):
HH 300FS SEE DWGS SUPPLY SEE DWGS SEE DWGS YES ALUMINUM DOUBLE DEFLECTION REGISTER 2
GG OMNI SEE DWGS RETURN SEE DWGS 24X24 YES STEEL SQUARE PLAQUE DIFFUSER
FF OMNI SEE DWGS SUPPLY SEE DWGS 24X24 YES STEEL SQUARE PLAQUE DIFFUSER ACCESSORY 1
EE MLR SEE DWGS RETURN SEE DWGS SEE DWGS NO ALUMINUM LINEAR SLOT RETURN NOTE F
DD ML-39 SEE DWGS SUPPLY SEE DWGS VARIES YES ALUMINUM LINEAR SLOT DUFFUSER NOTES C, E/ACCESSORY 3
CC 350FL SEE DWGS EXHAUST SEE DWGS SEE DWGS YES ALUMINUM 35° FIXED BLADE EXHAUST REGISTER
BB 350RL SEE DWGS RETURN SEE DWGS SEE DWGS NO STEEL 35° FIXED BLADE RETURN GRILLE
AA 300RS SEE DWGS SUPPLY SEE DWGS SEE DWGS YES STEEL DOUBLE DEFLECTION REGISTER
TAG SERIES CFM DUTY NECK SIZE FACE SIZE DAMPER MATERIAL TYPE NOTES/ACCESSORIES
GRILLE, REGISTERS & DIFFUSERS - COMMON AREAS
EQUAL COMMERCIAL PRODUCTS TO TITUS: KRUEGER, CARNES, ANEMOSTAT, TUTTLE & BAILEY, PRICE, METALAIRE, NAILOR.
EQUAL RESIDENTIAL PRODUCTS TO AIRMATE: HART & COOLEY, LIMA, TRUAIRE, USAIRE, SPEEDI-GRILLE, SHOEMAKER.
5. INSECT SCREEN (1/16" SQUARE MESH)
4. TOE DUCTOR UNDER CABINET TOE KICK SPACE DUCTING KIT
3. FINISH SHALL BE CUSTOM COLOR SELECTED BY THE ARCHITECT. SUBMIT COLOR CHART WITH SHOP DRAWINGS.
2. 1" MERV 6 FILTER
1. MOLDED INSULATION (R-6) BLANKET ON BACK PAN
ACCESSORIES:
F. SELECTIONS SHALL BE BASED ON A MAXIMUM PRESSURE DROP OF 0.05" INCLUDING THE...
KITCHENS, UTILITY ROOMS - NC35; COMMON AREAS - NC35.
E. SELECTIONS SHALL BE BASED ON THE FOLLOWING MAXIMUM NC LEVELS: DWELLING UNIT LIVING ROOMS AND BEDROOMS - NC30; BATHROOMS,
D. REFER TO PLANS AND DETAILS FOR DWELLING UNIT SOFFIT GRILLE SIZES AND TYPES.
C. STEEL CONSTRUCTION AS REQUIRED BY UL INSTALLATION DETAIL FOR GRILLE ACCESS TYPE FIRE/SMOKE DAMPER.
B. FINISH SHALL BE MANUFACTURER'S STANDARD WHITE, UNLESS NOTED OTHERWISE.
A. REFER TO ARCHITECTURAL DRAWINGS FOR TYPE OF CEILING AND/OR SUSPENSION SYSTEM.
NOTES (APPLY TO ALL AIR DEVICES):
E AIRMATE 240VO SEE DWGS SUPPLY SEE DWGS SEE DWGS YES ALUMINUM DOUBLE DEFELCTION SIDEWALL REGISTER
D AIRMATE A170 N/A RETURN/TXR SEE DWGS SEE DWGS NO ALUMINUM STAMPED RETURN GRILLE 6
C AIRMATE 170 N/A RETURN/TXR SEE DWGS SEE DWGS NO STEEL STAMPED RETURN GRILLE 6
B AIRMATE A100 SEE DWGS SUPPLY SEE DWGS SEE DWGS YES ALUMINUM STAMPED SUPPLY REGISTER 6
A AIRMATE 100 SEE DWGS SUPPLY SEE DWGS SEE DWGS YES STEEL STAMPED SUPPLY REGISTER 6
TAG MFG SERIES BLOW
DIRECTION DUTY NECK SIZE
(INCHES)FACE SIZE DAMPER MATERIAL TYPE NOTES ACCESSORIES
GRILLES, REGISTERS & DIFFUSERS - RESIDENTIAL
OUTDOOR UNITS: GOODMAN, DAIKIN, CARRIER, BRYANT, TRANE, YORK, LENNOX, RHEEM.
EQUAL PRODUCTS BY: INDOOR UNITS: GOODMAN, DAIKIN, FIRST COMPANY, SUNTHERM, ASPEN, CARRIER, BRYANT, TRANE, YORK, LENNOX, RHEEM, AIRMARK.
SELECTIONS BASED ON PRODUCTS BY CARRIER.
21. 24V INTERFACE KIT
20. OUTDOOR TEMPERATURE SENSOR
19. METAL DRAIN PAN FOR OUTDOOR UNIT; DIVERSITECH OR APPROVED EQUAL
18. FILTER RACK WITH MERV 8 DURING CONSTRUCTION AND MERV 6 PRIOR TO PROJECT TURNOVER TO THE OWNER
17. COASTAL PROTECTION
16. LOW AMBIENT CONTROL TO 0˚F
15. PANCAKE UNIT - FULLY INSULATED ENCLOSURE
14. PANCAKE UNIT - HINGED AND GASKETED CEILING ACCESS PANEL FOR MAINTENANCE AND REMOVAL
13. WALL RECESSED UNIT WITH ACCESS PANEL/RETURN AIR GRILLE WITH 1" MERV 6 FILTER
12. FILTER RACK WITH 1" THICK DISPOSABLE MERV 6 FILTER
11. ANCHOR BRACKET KIT
10. SNOW STAND (18")
9. EVAPORATOR FREEZE PROTECTION KIT
8. CRANKCASE HEATER
7. HARD START KIT
6. SAF-T-SWITCH INSTALLED IN SECONDARY CONDENSATE DRAIN FOR OVERFLOW PROTECTION [OR ROUTE FULL SIZE OUTLET CONNECTION THRU CEILING WITH ESCUTCHEON]
5. BI-FLOW REFRIGERANT FILTER DRIER IF REQUIRED BY MANUFACTURER (LOCATE PER MANUFACTURER'S RECOMMENDATION)
4. FACTORY MOUNTED THERMAL EXPANSION VALVE TO ACHIEVE SEER RATING SCHEDULED (IF REQUIRED)
3. OUTDOOR UNIT - DISCONNECT FURNISHED BY MECHANICAL; INSTALLED BY ELECTRICAL (COORDINATE WITH ELECTRICAL SUBCONTRACTOR)
2. INDOOR UNIT - SINGLE POINT POWER WIRING KIT WITH DISCONNECTING MEANS AND OVERLOAD PROTECTION (COORDINATE WITH ELECTRICAL SUBCONTRACTOR)
1. IECC COMPLIANT 7-DAY PROGRAMMABLE THERMOSTAT; MANUAL CHANGEOVER WITH COMPRESSOR ANTI-RECYCLE PROTECTION, 2-STAGE HEATING, ADAPTIVE INTELLIGENT RECOVERY AND TIME DELAY RELAY
ACCESSORIES (THIS LIST IS NOT ALL INCLUSIVE. IN ADDITION, PROVIDE MANUFACTURER RECOMMEND ACCESSORIES FOR SAFE AND PROPER OPERATION):
S. IF THE OUTDOOR UNIT IS INSTALLED IN A LOCATION WHERE ICE MELT FROM THE DEFROST CYCLE MIGHT POSE A NUISANCE, PROVIDE A DRIP PAN WITH DRAIN LINE. SEE PLANS FOR ROUTING.
MERV 6 FILTER BOX OR AN ALL-IN-ONE FRESH AIR VENTILATOR (APRILAIRE 8144NC OR APPROVED EQUAL) WITH CONTROLLER, MOTORIZED DAMPER, FILTER AND SPEED CONTROL. REFER TO DETAILS FOR ADDITIONAL REQUIREMENTS.
R. OA CONTROLLED BY A VENTILATION CONTROLLER WITH TEMPERATURE/HUMIDITY LIMITS (APRILAIRE 8120X OR APPROVED EQUAL BY BROAN, FIELD CONTROLS OR S & P) AND AN OUTSIDE AIR FAN WITH MOTORIZED DAMPER, AND
Q. FOR DWELLING UNITS THAT ARE NATURALLY VENTILATED, REFER TO ARCHITECTURAL DRAWINGS FOR CALCULATIONS.
REQUIREMENTS. PROJECT IS DESIGNED AROUND 14.0 SEER AND 8.2 HSPF EQUIPMENT (APPLIES TO SINGLE-PHASE EQUIPMENT ONLY).
P. DEPARTMENT OF ENERGY 2023 CHANGES REQUIRE THAT IF SPLIT SYSTEM HEAT PUMPS ARE MANUFACTUERED AFTER 01/01/2023 THE EFFICIENCY WILL HAVE TO MEET THE NEW 14.3 SEER2 AND 7.5 HSPF2
N. OBTAIN OUTSIDE AIR CFM FROM VENTILATION CALCULATIONS PROVIDED, BALANCE, AND DOCUMENT ACCORDINGLY.
M. WALL HUNG AND CLOSET TYPE AIR HANDLERS SHALL HAVE INTEGRAL FILTER RACK/RAILS.
THERMOSTAT AND OUTDOOR AIR TEMP SENSOR (IF REQUIRED).
L. ELECTRIC HEAT SHALL OPERATE ONLY WHEN IN THE DEFROST MODE OR WHEN THE HEATING LOAD CANNOT BE MET BY THE COMPRESSOR ALONE. PROVIDE HP SHUT-OFF KIT AND OUTDOOR
K. SEE DRAWINGS FOR AIR HANDLER ORIENTATION.
PROVIDED FOR ALL SPLIT SYSTEMS WHERE THE OUTDOOR UNIT IS 20’ ABOVE OR BELOW THE INDOOR UNIT. LINE SET SIZE SHALL BE THE MAXIMUM RECOMMENDED BY THE MANUFACTURER TO MINIMIZE SYSTEM CAPACITY DE-RATING.
J. FOR LONG LINE APPLICATIONS, PROVIDE ACCESSORIES AS RECOMMENDED BY THE MANUFACTURER. LONG LINE ACCESSORIES INCLUDING, BUT NOT LIMITED TO A TXV, SHALL BE
H. PRIMARY CONDENSATE SHALL BE SIZED, TRAPPED AND ROUTED PER PLANS AND DETAILS.
G. INDOOR AND OUTDOOR UNITS SHALL BE INSTALLED PER PLANS, MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODE REQUIREMENTS.
F. ECM ON EVAPORATOR FAN. ADJUST MOTOR SPEED TAP IN FIELD TO PROVIDE TOTAL CFM LISTED FOR EACH AIR...
E. REFER TO HVAC GENERAL NOTES AND DETAILS FOR ADDITIONAL INFORMATION.H - HORIZONTAL
D. ESP DOES NOT INCLUDE COIL, FILTER, CASING AND ACCESSORY LOSSES.W - WALL HUNG
C. HEAT PUMP HEATING CAPACITY BASED ON AN INDOOR EAT OF 80°F DB/67°F WB AND 47°F/17°F ENTERING OUTDOOR UNIT.CP - CASED PANCAKE (LOW PROFILE)N - NATURAL
BE INSTALLED.C - CLOSET M - MECHANICAL
B. UNITS SHALL BE EQUIPPED WITH A THERMAL EXPANSION VALVE AS REQUIRED. SUBMIT AHRI CERTIFICATES FOR ACTUAL EQUIPMENT TO TYPE:OA SOURCE:
A. COOLING CAPACITIES ARE BASED ON AN INDOOR EAT OF 80˚F DB/67˚F WB AND 95˚F AMBIENT.LEGEND
SPECIFICATION NOTES (APPLY TO ALL UNITS):
AH/HP-D FMA4X/GH5S036 W 1,195 M NOTE N 1/2 0.4 35.1 26.6 33.6/20.2 10.0 7.5 15.0 8.5 15.2 7.8 123/173 1, 2, 3, 4, 5, 6, 7, 8
AH/HP-C FMA4X/GH5S030 W 970 M NOTE N 1/2 0.4 28.5 21.8 28.4/17.2 8.0 6.0 15.0 9.0 15.2 8.1 123/171 1, 2, 3, 4, 5, 6, 7, 8
AH/HP-B FMA4X/GH5S024 W 790 M NOTE N 1/3 0.4 23.3 17.8 23.2/14.2 8.0 6.0 15.0 8.5 15.2 7.5 99/153 1, 2, 3, 4, 5, 6, 7, 8
AH/HP-A FMA4X/GH5S018 W 585 M NOTE N 1/3 0.4 17.5 13.2 17.3/10.3 5.0 3.8 15.5 8.5 15.2 7.8 99/135 1, 2, 3, 4, 5, 6, 7, 8
240V 208V SEER HSPF SEER2 HSPF2
TYPE TOTAL
CFM
OA
SOURCE OA CFM MAX FAN
HP
ESP
(IN WC)
TOTAL
COOLING
(MBH)
SENSIBLE
COOLING
(MBH)
HEAT PUMP
HEAT
47°F/17°F
(MBH)
SUPPLEMENTAL
HEAT OUTPUT
(kW)
MANUFACTURED
BEFORE 01/01/2023
(NOTE P)
MANUFACTURED
AFTER
01/01/2023
(NOTE P)
TAG
SERIES
AIR HANDLER/ HEAT
PUMP UNIT
AIR HANDLER CAPACITY EFFICIENCIES (SINGLE-PHASE UNITS)
APPROX.
WEIGHT
(AH/HP)
(LBS)
ACCESSORIES
SPLIT SYSTEM HEAT PUMP UNITS - DWELLING UNITS
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 12:36:24 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-M-r22_AustinS.rvtM07.01
ALS SDW
2247601
CALCULATIONS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
3.UNIT SERVES ONLY ONE VENTILATION ZONE; Ev DOES NOT APPLY.
2.OUTSIDE AIR IS PRECONDITIONED AND SUPPLIED DIRECTLY TO THE SPACE AT ROOM TEMPERATURE WITH THE 150 FPM SUPPLY JET REACHING WITHIN 4'-6" OF THE FINISHED FLOOR.
1.UNIT OPERATES IN COOLING MODE ONLY OR SUPPLY AIR TEMPERATURE IS LESS THAN 15 DEG. F ABOVE THE SPACE TEMPERATURE. THE 150 FPM SUPPLY JET REACHES WITHIN 4'-6" OF THE FINISHED FLOOR.
Notes:
DESIGN EXCEEDS MINIMUM CODE REQUIREMENTS BY:2%
DESIGN COMPLIES WITH CODE REQUIREMENTS:YES
DESIGN OUTDOOR AIR =320 CFM
OCCUPANT DIVERSITY (D=Ps/Total Pz) =1.00 TOTAL REQUIRED OUTDOOR AIR (Vot = Voz)315 CFM
SYSTEM POPULATION (Ps) =0 People
3
Level 10 Corridor Corridors 840 0.06 50.4 0 0 0 0 50.4 0.8 63 420 0.15 -3
Level 9 Corridor Corridors 840 0.06 50.4 0 0 0 0 50.4 0.8 63 420 0.15 -3
Level 8 Corridor Corridors 840 0.06 50.4 0 0 0 0 50.4 0.8 63 420 0.15 -3
Level 7 Corridor Corridors 840 0.06 50.4 0 0 0 0 50.4 0.8 63 420 0.15 -3
RTU-HR-6
Level 6 Corridor Corridors 840 0.06 50.4 0 0 0 0 50.4 0.8 63 420 0.15 -3
DESIGN EXCEEDS MINIMUM CODE REQUIREMENTS BY:1%
DESIGN COMPLIES WITH CODE REQUIREMENTS:YES
DESIGN OUTDOOR AIR =310 CFM
OCCUPANT DIVERSITY (D=Ps/Total Pz) =1.00 TOTAL REQUIRED OUTDOOR AIR (Vot = Voz)306 CFM
SYSTEM POPULATION (Ps) =0 People
3
Level 10 Corridor Corridors 815 0.06 48.9 0 0 0 0 48.9 0.8 61 410 0.15 -3
Level 9 Corridor Corridors 815 0.06 48.9 0 0 0 0 48.9 0.8 61 410 0.15 -3
Level 8 Corridor Corridors 815 0.06 48.9 0 0 0 0 48.9 0.8 61 410 0.15 -3
Level 7 Corridor Corridors 815 0.06 48.9 0 0 0 0 48.9 0.8 61 410 0.15 -3
RTU-HR-5
Level 6 Corridor Corridors 815 0.06 48.9 0 0 0 0 48.9 0.8 61 410 0.15 -3
DESIGN EXCEEDS MINIMUM CODE REQUIREMENTS BY:1%
DESIGN COMPLIES WITH CODE REQUIREMENTS:YES
DESIGN OUTDOOR AIR =345 CFM
OCCUPANT DIVERSITY (D=Ps/Total Pz) =1.00 TOTAL REQUIRED OUTDOOR AIR (Vot = Voz)343 CFM
SYSTEM POPULATION (Ps) =0 People
3
Level 10 Corridor Corridors 915 0.06 54.9 0 0 0 0 54.9 0.8 69 460 0.15 -3
Level 9 Corridor Corridors 915 0.06 54.9 0 0 0 0 54.9 0.8 69 460 0.15 -3
Level 8 Corridor Corridors 915 0.06 54.9 0 0 0 0 54.9 0.8 69 460 0.15 -3
Level 7 Corridor Corridors 915 0.06 54.9 0 0 0 0 54.9 0.8 69 460 0.15 -3
RTU-HR-4
Level 6 Corridor Corridors 915 0.06 54.9 0 0 0 0 54.9 0.8 69 460 0.15 -3
DESIGN EXCEEDS MINIMUM CODE REQUIREMENTS BY:2%
DESIGN COMPLIES WITH CODE REQUIREMENTS:YES
DESIGN OUTDOOR AIR =240 CFM
OCCUPANT DIVERSITY (D=Ps/Total Pz) =1.00 TOTAL REQUIRED OUTDOOR AIR (Vot = Voz)236 CFM
SYSTEM POPULATION (Ps) =0 People
3
Level 10 Corridor Corridors 630 0.06 37.8 0 0 0 0 37.8 0.8 47 315 0.15 -3
Level 9 Corridor Corridors 630 0.06 37.8 0 0 0 0 37.8 0.8 47 315 0.15 -3
Level 8 Corridor Corridors 630 0.06 37.8 0 0 0 0 37.8 0.8 47 315 0.15 -3
Level 7 Corridor Corridors 630 0.06 37.8 0 0 0 0 37.8 0.8 47 315 0.15 -3
RTU-HR-3
Level 6 Corridor Corridors 630 0.06 37.8 0 0 0 0 37.8 0.8 47 315 0.15 -3
DESIGN EXCEEDS MINIMUM CODE REQUIREMENTS BY:1%
DESIGN COMPLIES WITH CODE REQUIREMENTS:YES
DESIGN OUTDOOR AIR =395 CFM
OCCUPANT DIVERSITY (D=Ps/Total Pz) =1.00 TOTAL REQUIRED OUTDOOR AIR (Vot = Voz)390 CFM
SYSTEM POPULATION (Ps) =0 People
3
Level 10 Corridor Corridors 1040 0.06 62.4 0 0 0 0 62.4 0.8 78 520 0.15 -3
Level 9 Corridor Corridors 1040 0.06 62.4 0 0 0 0 62.4 0.8 78 520 0.15 -3
Level 8 Corridor Corridors 1040 0.06 62.4 0 0 0 0 62.4 0.8 78 520 0.15 -3
Level 7 Corridor Corridors 1040 0.06 62.4 0 0 0 0 62.4 0.8 78 520 0.15 -3
RTU-HR-2
Level 6 Corridor Corridors 1040 0.06 62.4 0 0 0 0 62.4 0.8 78 520 0.15 -3
DESIGN EXCEEDS MINIMUM CODE REQUIREMENTS BY:0%
DESIGN COMPLIES WITH CODE REQUIREMENTS:YES
DESIGN OUTDOOR AIR =600 CFM
OCCUPANT DIVERSITY (D=Ps/Total Pz) =1.00 TOTAL REQUIRED OUTDOOR AIR (Vot = Voz)600 CFM
SYSTEM POPULATION (Ps) =0 People
3
Level 10 Corridor Corridors 1065 0.06 63.9 0 0 0 0 63.9 0.8 80 530 0.15 -3
Level 9 Corridor Corridors 1065 0.06 63.9 0 0 0 0 63.9 0.8 80 530 0.15 -3
Level 8 Corridor Corridors 1065 0.06 63.9 0 0 0 0 63.9 0.8 80 530 0.15 -3
Level 7 Corridor Corridors 1065 0.06 63.9 0 0 0 0 63.9 0.8 80 530 0.15 -3
Level 6 Corridor Corridors 1065 0.06 63.9 0 0 0 0 63.9 0.8 80 530 0.15 -3
Level 5 Corridor Corridors 890 0.06 53.4 0 0 0 0 53.4 0.8 67 445 0.15 -3
Level 4 Corridor Corridors 890 0.06 53.4 0 0 0 0 53.4 0.8 67 445 0.15 -3
RTU-HR-1
Level 3 Corridor Corridors 890 0.06 53.4 0 0 0 0 53.4 0.8 67 445 0.15 -3
(FT2)(CFM/FT2)(CFM)(PEOPLE)(CFM)(CFM)(CFM)(CFM)
(PEOPLE /
1000 FT2)
(CFM/
PERSON)
403.3.1.1 IMC 2018
403.3.1.1 403.3.1.1
Az
DESCRIPTION OCCUPANCY CLASSIFICATION AREA,AREA OUTDOOR AIR
RATE, Ra, PER
TABLE
AREA
OUTDOOR
AIR, RaAz
OCCUPANT
DENSITY PER
TABLE
NUMBER OF
OCCUPANTS,
Pz = Az *
OCCUPANT
DENSITY
OCCUPANT
OUTDOOR
AIR RATE,
Rp, PER
TABLE
OCCUPANT
OUTDOOR
AIR, RpPz
BREATHING
ZONE OUTDOOR
AIR, Vbz = RpPz
+ RaAz
ZONE AIR
DISTRIBUTION
EFFECTIVENESS,
Ez, PER TABLE
ZONE
OUTDOOR
AIR, Voz =
Vbz/ Ez
DESIGN
SUPPLY
AIR, Vpz
ZONE
OUTDOOR AIR
FRACTION, Zpz
= Voz/ Vpz
ZONE
VENTILATION
EFFICIENCY,
Evz = 1+Xs-Zpz
NOTES
VENTILATION AIR SCHEDULE - IMC 2018
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 12:36:30 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-M-r22_AustinS.rvtM07.02
ALS SDW
2247601
CALCULATIONS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCALS SDW
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
3.UNIT SERVES ONLY ONE VENTILATION ZONE; Ev DOES NOT APPLY.
2.OUTSIDE AIR IS PRECONDITIONED AND SUPPLIED DIRECTLY TO THE SPACE AT ROOM TEMPERATURE WITH THE 150 FPM SUPPLY JET REACHING WITHIN 4'-6" OF THE FINISHED FLOOR.
1.UNIT OPERATES IN COOLING MODE ONLY OR SUPPLY AIR TEMPERATURE IS LESS THAN 15 DEG. F ABOVE THE SPACE TEMPERATURE. THE 150 FPM SUPPLY JET REACHES WITHIN 4'-6" OF THE FINISHED FLOOR.
Notes:
DESIGN EXCEEDS MINIMUM CODE REQUIREMENTS BY:2%
DESIGN COMPLIES WITH CODE REQUIREMENTS:YES
DESIGN OUTDOOR AIR =295 CFM
OCCUPANT DIVERSITY (D=Ps/Total Pz) =1.00 TOTAL REQUIRED OUTDOOR AIR (Vot = Voz)290 CFM
SYSTEM POPULATION (Ps) =0 People
3
Level 8 Corridor Corridors 645 0.06 38.7 0 0 0 0 38.7 0.8 48 325 0.15 -3
Level 7 Corridor Corridors 645 0.06 38.7 0 0 0 0 38.7 0.8 48 325 0.15 -3
Level 6 Corridor Corridors 645 0.06 38.7 0 0 0 0 38.7 0.8 48 325 0.15 -3
Level 5 Corridor Corridors 645 0.06 38.7 0 0 0 0 38.7 0.8 48 325 0.15 -3
Level 4 Corridor Corridors 645 0.06 38.7 0 0 0 0 38.7 0.8 48 325 0.15 -3
RTU-LR-2
Level 3 Corridor Corridors 645 0.06 38.7 0 0 0 0 38.7 0.8 48 325 0.15 -3
DESIGN EXCEEDS MINIMUM CODE REQUIREMENTS BY:2%
DESIGN COMPLIES WITH CODE REQUIREMENTS:YES
DESIGN OUTDOOR AIR =295 CFM
OCCUPANT DIVERSITY (D=Ps/Total Pz) =1.00 TOTAL REQUIRED OUTDOOR AIR (Vot = Voz)290 CFM
SYSTEM POPULATION (Ps) =0 People
3
Level 8 Corridor Corridors 645 0.06 38.7 0 0 0 0 38.7 0.8 48 325 0.15 -3
Level 7 Corridor Corridors 645 0.06 38.7 0 0 0 0 38.7 0.8 48 325 0.15 -3
Level 6 Corridor Corridors 645 0.06 38.7 0 0 0 0 38.7 0.8 48 325 0.15 -3
Level 5 Corridor Corridors 645 0.06 38.7 0 0 0 0 38.7 0.8 48 325 0.15 -3
Level 4 Corridor Corridors 645 0.06 38.7 0 0 0 0 38.7 0.8 48 325 0.15 -3
RTU-LR-1
Level 3 Corridor Corridors 645 0.06 38.7 0 0 0 0 38.7 0.8 48 325 0.15 -3
DESIGN EXCEEDS MINIMUM CODE REQUIREMENTS BY:0%
DESIGN COMPLIES WITH CODE REQUIREMENTS:YES
DESIGN OUTDOOR AIR =510 CFM
OCCUPANT DIVERSITY (D=Ps/Total Pz) =1.00 TOTAL REQUIRED OUTDOOR AIR (Vot = Voz)508 CFM
SYSTEM POPULATION (Ps) =0 People
3
Level 10 Corridor Corridors 830 0.06 49.8 0 0 0 0 49.8 0.8 62 415 0.15 -3
Level 9 Corridor Corridors 830 0.06 49.8 0 0 0 0 49.8 0.8 62 415 0.15 -3
Level 8 Corridor Corridors 830 0.06 49.8 0 0 0 0 49.8 0.8 62 415 0.15 -3
Level 7 Corridor Corridors 830 0.06 49.8 0 0 0 0 49.8 0.8 62 415 0.15 -3
Level 6 Corridor Corridors 830 0.06 49.8 0 0 0 0 49.8 0.8 62 415 0.15 -3
Level 5 Corridor Corridors 875 0.06 52.5 0 0 0 0 52.5 0.8 66 440 0.15 -3
Level 4 Corridor Corridors 875 0.06 52.5 0 0 0 0 52.5 0.8 66 440 0.15 -3
RTU-HR-8
Level 3 Corridor Corridors 875 0.06 52.5 0 0 0 0 52.5 0.8 66 440 0.15 -3
DESIGN EXCEEDS MINIMUM CODE REQUIREMENTS BY:1%
DESIGN COMPLIES WITH CODE REQUIREMENTS:YES
DESIGN OUTDOOR AIR =560 CFM
OCCUPANT DIVERSITY (D=Ps/Total Pz) =1.00 TOTAL REQUIRED OUTDOOR AIR (Vot = Voz)555 CFM
SYSTEM POPULATION (Ps) =0 People
3
Level 10 Corridor Corridors 955 0.06 57.3 0 0 0 0 57.3 0.8 72 480 0.15 -3
Level 9 Corridor Corridors 955 0.06 57.3 0 0 0 0 57.3 0.8 72 480 0.15 -3
Level 8 Corridor Corridors 955 0.06 57.3 0 0 0 0 57.3 0.8 72 480 0.15 -3
Level 7 Corridor Corridors 955 0.06 57.3 0 0 0 0 57.3 0.8 72 480 0.15 -3
Level 6 Corridor Corridors 955 0.06 57.3 0 0 0 0 57.3 0.8 72 480 0.15 -3
Level 5 Corridor Corridors 875 0.06 52.5 0 0 0 0 52.5 0.8 66 440 0.15 -3
Level 4 Corridor Corridors 875 0.06 52.5 0 0 0 0 52.5 0.8 66 440 0.15 -3
RTU-HR-7
Level 3 Corridor Corridors 875 0.06 52.5 0 0 0 0 52.5 0.8 66 440 0.15 -3
(FT2)(CFM/FT2)(CFM)(PEOPLE)(CFM)(CFM)(CFM)(CFM)
(PEOPLE /
1000 FT2)
(CFM/
PERSON)
403.3.1.1 IMC 2018
403.3.1.1 403.3.1.1
Az
DESCRIPTION OCCUPANCY CLASSIFICATION AREA,AREA OUTDOOR AIR
RATE, Ra, PER
TABLE
AREA
OUTDOOR
AIR, RaAz
OCCUPANT
DENSITY PER
TABLE
NUMBER OF
OCCUPANTS,
Pz = Az *
OCCUPANT
DENSITY
OCCUPANT
OUTDOOR
AIR RATE,
Rp, PER
TABLE
OCCUPANT
OUTDOOR
AIR, RpPz
BREATHING
ZONE OUTDOOR
AIR, Vbz = RpPz
+ RaAz
ZONE AIR
DISTRIBUTION
EFFECTIVENESS,
Ez, PER TABLE
ZONE
OUTDOOR
AIR, Voz =
Vbz/ Ez
DESIGN
SUPPLY
AIR, Vpz
ZONE
OUTDOOR AIR
FRACTION, Zpz
= Voz/ Vpz
ZONE
VENTILATION
EFFICIENCY,
Evz = 1+Xs-Zpz
NOTES
VENTILATION AIR SCHEDULE - IMC 2018
RS
RI
TV
TV
TV
BSACACJ
J
J
TC34KTOSDM XX-1
H
S
H
S
H H
SS
J
H
H
COH
COH
SASA
SASA
CACA
CACA
AIMA
WF
VS
CBXF
A
D3D3ARROWHEAD INDICATES HOMERUN. X-1,3,5 ADJACENT TO HOMERUN
ARROWHEADS INDICATES HOMERUN TO PANEL X CIRCUIT NUMBERS 1, 3, AND 5.
INDICATES CIRCUIT CONTINUATION OF CIRCUITS 3 AND 5 OF PANEL X.
MARKS ACROSS RACEWAY SYMBOLS INDICATE THE NUMBER OF #12
CONDUCTORS (2 PHASE, 1 NEUTRAL) UNLESS OTHERWISE NOTED. NO MARKS
INDICATES TWO #12 CONDUCTORS. EQUIPMENT GROUNDING CONDUCTORS
ARE NOT INDICATED BY MARKS.
RACEWAY/CABLE CONCEALED IN WALL AND/OR ABOVE CEILING
RACEWAY CONCEALED BELOW GRADE OR IN-SLAB
RACEWAY/CABLE CONCEALED IN WALL AND/OR ABOVE CEILING -EMERGENCY
CIRCUIT
RACEWAY INSTALLED EXPOSED
GROUNDING CONNECTION (SYSTEM AND/OR EQUIPMENT)
CONDUIT TURNING UP/DOWN
CONDUIT STUB. TERMINATE IN INSULATED BUSHING OR CAP IF UNDERGROUND
LIGHTING FIXTURE, 2X4, 1X4, 2X2
LIGHTING FIXTURE, 2X4, 1X4, 2X2 -PROVIDING EMERGENCY ILLUMINATION
RECESSED LIGHTING FIXTURE. NORMAL AND EMERGENCY.
STRIP FIXTURE -OVERHEAD/WALLMOUNTED
DIRECTIONAL OR WALL WASH LIGHTING FIXTURE
LIGHT TRACK AND LIGHT TRACK FIXTURES
POLE MOUNTED LIGHT FIXTURE WITH ARM. SEE PLANS FOR NUMBER OF
LUMINAIRES AND LIGHT DIRECTION.
POST TOP OR BOLLARD LIGHT FIXTURE
CEILING/PENDANT MOUNTED PADDLE FAN
EXIT SIGN, CEILING/WALL MOUNTED. SHADED QUADRANT INDICATES
FACE(S). PROVIDE ARROWS PER PLANS.
L-1
L-2
L-3
L-4
L-5
L-6
X-1,3,5
3,5
SIZE 2/3R
SIZE 2/3R
60/3/3R/40
60/3/3R
1P 1 POLE (2P, 3P, 4P, ETC.)
A AMPERE
AC ABOVE COUNTER OR AIR CONDITIONER
ACLG ABOVE CEILING
ADO AUTOMATIC DOOR OPENER
AF AMP FRAME
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFI ARC FAULT CIRCUIT INTERRUPTER
AHU AIR HANDLING UNIT
AL ALUMINUM
ALT ALTERNATE
AMP AMPERE
AMPL AMPLIFIER
ANNUN ANNUNCIATOR
APPROX APPROXIMATELY
AQ-STATAQUASTAT
ARCH ARCHITECT, ARCHITECTURAL
AS AMP SWITCH
AT AMP TRIP
ATS AUTOMATIC TRANSFER SWITCH
AUTO AUTOMATIC
AUX AUXILIARY
AV AUDIO VISUAL
AWG AMERICAN WIRE GAUGE
BATT BATTERY
BD BOARD
BLDG BUILDING
BMS BUILDING MANAGEMENT SYSTEM
C CONDUIT
CAB CABINET
CAT CATALOG
CATV CABLE TELEVISION
CB CIRCUIT BREAKER
CCTV CLOSED CIRCUIT TELEVISION
CKT CIRCUIT
CLG CEILING
COMB COMBINATION
CMPR COMPRESSOR
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUATION OR CONTINUOUS
CONTR CONTRACTOR
CONV CONVECTOR
CP CIRCULATING PUMP
CRT CATHODE-RAY TUBE
CT CURRENT TRANSFORMER
CTR CENTER
CU COPPER
DCP DOMESTIC WATER CIRCULATING PUMP
DEPT DEPARTMENT
DET DETAIL
DIA DIAMETER
DISC DISCONNECT
DIST DISTRIBUTION
DN DOWN
DPR DAMPER
DS SAFETY DISCONNECT SWITCH
DT DOUBLE THROW
DWG DRAWING
EC ELECTRICAL CONTRACTOR
ELEC ELECTRIC, ELECTRICAL
ELEV ELEVATOR
EM EMERGENCY
EMS ENERGY MANAGEMENT SYSTEM
EMT ELECTRICAL METALLIC TUBING
EP ELECTRIC PNEUMATIC
EQUIP EQUIPMENT
EWC ELECTRIC WATER COOLER
EXIST EXISTING
EXH EXHAUST
EXP EXPLOSION PROOF
FA FIRE ALARM
FABP FIRE ALARM BOOSTER POWER
SUPPLY PANEL
FACP FIRE ALARM CONTROL PANEL
FCU FAN COIL UNIT
FIXT FIXTURE
FLR FLOOR
FLUOR FLUORESCENT
FU FUSE
FUDS FUSED SAFETY DISCONNECT SWITCH
GA GAUGE
GAL GALLON
GALV GALVANIZED
GC GENERAL CONTRACTOR
GEN GENERATOR
GFI GROUND FAULT CIRCUIT INTERRUPTER
GFP GROUND FAULT PROTECTOR
GND GROUND
GRS GALVANIZED RIGID STEEL (CONDUIT)
GYP BD GYPSUM BOARD
HOA HANDS-OFF-AUTOMATIC SWITCH
HORIZ HORIZONTAL
HP HORSEPOWER
HPF HIGH POWER FACTOR
HT HEIGHT
HTG HEATING
HTR HEATER
HV HIGH VOLTAGE
HVAC HEATING, VENTILATING AND
AIR CONDITIONING
HWP HYDRONIC WATER PUMP
IC INTERRUPTING CAPACITY
IG ISOLATED GROUND
IMC INTERMEDIATE METAL CONDUIT
INCAND INCANDESCENT
IR INFRARED
I/W INTERLOCK WITH
J-BOX JUNCTION BOX
KV KILOVOLT
KVA KILOVOLT-AMPERE
KVAR KILOVOLT-AMPERE REACTIVE
KW KILOWATT
KWH KILOWATT HOUR
LOC LOCATE OR LOCATION
LT LIGHT
LTG LIGHTING
LTNG LIGHTNING
LV LOW VOLTAGE
MAX MAXIMUM
MAG.S MAGNETIC STARTER
M/C MOMENTARY CONTACT
MC MECHANICAL CONTRACTOR
MCB MAIN CIRCUIT BREAKER
MCC MOTOR CONTROL CENTER
MDC MAIN DISTRIBUTION CENTER
MDP MAIN DISTRIBUTION PANEL
MFR MANUFACTURER
MFS MAIN FUSED DISCONNECT SWITCH
MH MANHOLE
MIC MICROPHONE
MIN MINIMUM
MISC MISCELLANEOUS
MLO MAIN LUGS ONLY
MMS MANUAL MOTOR STARTER
MOA MULTIOUTLET ASSEMBLY
MSP MOTOR STARTER PANELBOARD
MSBD MAIN SWITCHBOARD
MT MOUNT
MT.C EMPTY CONDUIT
MTS MANUAL TRANSFER SWITCH
MTR MOTOR, MOTORIZED
N.C. NORMALLY CLOSED
NEC NATIONAL ELECTRICAL CODE
NEMA NATIONAL ELECTRICAL
MANUFACTURER'S ASSOCIATION
NFDS NON-FUSED SAFETY DISCONNECT
SWITCH
NIC NOT IN CONTRACT
NL NIGHT LIGHT
N.O. NORMALLY OPEN
NPF NORMAL POWER FACTOR
NTS NOT TO SCALE
OH OVERHEAD
OL OVERLOADS
PA PUBLIC ADDRESS
PB PULL BOX OR PUSHBUTTON
PE PNEUMATIC ELECTRIC
PED PEDESTAL
PF POWER FACTOR
PH PHASE
PIV POST INDICATING VALVE
PNL PANEL
PP POWER POLE
PR PAIR
PRI PRIMARY
PROJ PROJECTION
PRV POWER ROOF VENTILATOR
PT POTENTIAL TRANSFORMER
PVC POLYVINYL CHLORIDE (CONDUIT)
PWR POWER
QUAN QUANTITY
RCPT RECEPTACLE
REQD REQUIRED
RM ROOM
RSC RIGID STEEL CONDUIT
RTU ROOF TOP UNIT
SC SURFACE CONDUIT
SEC SECONDARY
SHT SHEET
SIM SIMILAR
S/N SOLID NEUTRAL
SPEC SPECIFICATION
SPKR SPEAKER
SP SPARE
SR SURFACE RACEWAY
SS STAINLESS STEEL
SSW SELECTOR SWITCH
S/S STOP/START PUSHBUTTONS
STA STATION
STD STANDARD
SURF SURFACE MOUNTED
SW SWITCH
SWBD SWITCHBOARD
SYM SYMMETRICAL
SYS SYSTEM
TEL TELEPHONE
TEL/DATA TELEPHONE/DATA
TERM TERMINAL
TL TWIST LOCK
TR TAMPER RESISTANT
T-STAT THERMOSTAT
TTC TELEPHONE TERMINAL CABINET
TV TELEVISION
TVTC TELEVISION TERMINAL CABINET
TYP TYPICAL
UC UNDER COUNTER
UE UNDERGROUND ELECTRICAL
UG UNDERGROUND
UH UNIT HEATER
UT UNDERGROUND TELEPHONE
UTIL UTILITY
UV UNIT VENTILATOR OR
ULTRAVIOLET
V VOLT
VA VOLT-AMPERES
VDT VIDEO DISPLAY TERMINAL
VERT VERTICAL
VFD VARIABLE FREQUENCY DRIVE
VOL VOLUME
W WATT
W/ WITH
WG WIRE GUARD
WH WATER HEATER
W/O WITHOUT
WP WEATHERPROOF
XFMR TRANSFORMER
XFR TRANSFER
∠ANGLE
@ AT
▲DELTA
'FEET
"INCHES
#NUMBER
Ø PHASE
C CENTER LINE
P PLATE
ABBREVIATIONS ELECTRICAL SYMBOLS
SINGLE RECEPTACLE
DUPLEX RECEPTACLE
DUPLEX RECEPTACLE CEILING MOUNTED
DESCRIPTIONSYMBOLNOTE
L-1
HEIGHT
18"
18"
DUPLEX RECEPTACLE ABOVE COUNTER43"
18"
DUPLEX RECEPTACLE GFCI ABOVE COUNTER43"
DUPLEX RECEPTACLE GFCI
DUPLEX RECEPTACLE ABOVE COUNTER WITH (2) DC USB
CHARGING PORTS
18"
43"
18"
43"
ISOLATED GROUND DUPLEX RECEPTACLE43"
18"
SPECIAL PURPOSE RECEPTACLE OUTLET, NEMA CONFIGURATION
TO MATCH PLUG
SPLIT WIRED DUPLEX RECEPTACLE. ONE RECEPTACLE SHALL BE
CONTROLLED WHERE USED TO CONSERVE ENERGY, RECEPTACLE
SHALL BE SUITABLY MARKED PER NEC REQUIREMENTS.
DUPLEX RECEPTACLE WITH (2) DC USB CHARGING PORTS
DUPLEX GF PROTECTED RECEPTACLE ABOVE COUNTER WITH (2)
DC USB CHARGING PORTS
DUPLEX GF PROTECTED RECEPTACLE WITH (2) DC USB CHARGING
PORTS
L-1
L-1
L-1
L-1
L-1
L-1
L-1
L-1
L-1
L-1
L-1
CLOCK (WALL RECESSED)
JUNCTION BOX
JUNCTION BOX FLOOR MOUNTED
JUNCTION BOX CEILING MOUNTED
L-1
DUPLEX RECEPTACLE FLOOR MOUNTED
QUAD RECEPTACLE CEILING MOUNTED
QUAD RECEPTACLE FLOOR MOUNTED
18"
FIRE-RATED POKE-THRU DEVICE
MULTI-OUTLET ASSEMBLY WITH OUTLETS ON CENTERS AS
INDICATED IN NOTES OR SPECIFICATIONS. MOUNT 6" ABOVE
COUNTER OR AS INDICATED
CIRCUITING/CONDUIT
SURFACE MOUNTED LIGHTING FIXTURE. NORMAL AND EMERGENCY.
WALL MOUNTED LIGHTING FIXTURE. NORMAL AND EMERGENCY.
PANELBOARD -WALL MOUNTED (SURFACE)
PANELBOARD -WALL MOUNTED (RECESSED)
EMERGENCY LIGHTING FIXTURE
LIGHTING CONTACTOR / TIMECLOCK
SINGLE POLE SINGLE THROW TOGGLE SWITCHL-1 46"
3-WAY TOGGLE SWITCHL-1 46"
4-WAY TOGGLE SWITCHL-1 46"
MOTOR RATED SWITCHL-1 46"
KEYED SWITCHL-1 46"
TIMER SWITCHL-1 46"
OCCUPANCY SWITCHL-1 46"
DIMMER SWITCHL-1 46"
NONFUSIBLE DISCONNECT SWITCH, RATING/POLES/NEMA
ENCLOSURE
FUSIBLE DISCONNECT SWITCH, RATING/POLES/NEMA
ENCLOSURE/FUSE RATING
MAGNETIC MOTOR STARTER. NEMA SIZE RATING/ENCLOSURE
(NEMA 1 IF NOT SHOWN)
COMBINATION MAGNETIC MOTOR STARTER AND DISCONNECT
MEANS, NEMA SIZE RATING/ENCLOSURE
(NEMA 1 IF NOT SHOWN)
CURRENT TRANSFORMER CABINET
POWER METER AND SOCKET
MOTOR
FIRE ALARM HORN WITH VISUAL DEVICE, WALL/CEILING MOUNTED.
NUMERAL INDICATES CANDELA RATING.
L-3, L-5
15cd
FIRE ALARM SPEAKER WITH VISUAL DEVICE, WALL/CEILING
MOUNTED. NUMERAL INDICATES CANDELA RATING.15cd
L-3, L-5
FIRE ALARM HORN, WALL/CEILING MOUNTED.L-3, L-5
FIRE ALARM SPEAKER, WALL/CEILING MOUNTED.L-3, L-5
FIRE ALARM MANUAL PULL STATION
FIRE ALARM VISUAL DEVICE, WALL/CEILING MOUNTED. NUMERAL
INDICATES CANDELA RATING.
L-3
15cd
FIREMAN PHONE
FIREMAN PHONE JACK
42"
42"
FIRE ALARM SMOKE DETECTOR, WALL/CEILING MOUNTED L-4
FIRE ALARM SMOKE DETECTOR WITH INTEGRAL HORN,
WALL/CEILING MOUNTED
FIRE ALARM SMOKE/CO DETECTOR WITH INTEGRAL HORN,
WALL/CEILING MOUNTED
120V AUDIBLE SMOKE ALARM WITH BATTERY, WALL/CEILING
MOUNTED
L-4, L-5
L-4, L-5
L-4, L-6
120V AUDIBLE/VISUAL SMOKE ALARM WITH BATTERY,
WALL/CEILING MOUNTED. NUMERAL INDICATES CANDELA
L-4, L-6
15cd
120V AUDIBLE COMBINATION SMOKE/CO ALARM, WALL/CEILING
MOUNTED. NUMERAL INDICATES CANDELA
120V AUDIBLE/VISUAL COMBINATION SMOKE/CO ALARM,
WALL/CEILING MOUNTED. NUMERAL INDICATES CANDELA15cd
L-4, L-6
L-4, L-6
ADDRESSABLE INTELLIGENT MODULE -FIRE ALARM SYSTEM
FIRE ALARM HEAT DETECTOR, WALL/CEILING MOUNTED.
FIRE ALARM ANALOG HEAT DETECTOR, WALL/CEILING MOUNTED.
CONNECTION TO FIRE PROTECTION SYSTEM WATER FLOW
VALVE SUPERVISORY
FIRE ALARM DOOR HOLDER
FIRE ALARM DOOR CLOSER
DUCT MOUNTED SMOKE DETECTOR
REMOTE TEST STATION
REMOTE INDICATOR LIGHT
FIRE ALARM CONTROL PANEL, SURFACE
FIRE ALARM CONTROL PANEL, RECESSED
FIRE ALARM ANNUNCIATOR PANEL, RECESSED
TELEPHONE OUTLET, WALL MOUNTED.
TELEPHONE OUTLET, ABOVE COUNTER
TELEPHONE OUTLET, FLOOR MOUNTED
TELEPHONE OUTLET, CEILING MOUNTED
L-1, L-2
18"
43"
COMBINATION TELEPHONE/DATA OUTLET, WALL MOUNTED.
COMBINATION TELEPHONE/DATA OUTLET, ABOVE COUNTER
COMBINATION TELEPHONE/DATA OUTLET, FLOOR MOUNTED
COMBINATION TELEPHONE/DATA OUTLET, CEILING MOUNTED
L-1, L-2
18"
43"
DATA OUTLET, WALL MOUNTED.
DATA OUTLET, ABOVE COUNTER
DATA OUTLET, FLOOR MOUNTED
DATA OUTLET, CEILING MOUNTED
L-1, L-2
18"
43"
TELEVISION OUTLET, WALL MOUNTED.
TELEVISION OUTLET, FLOOR MOUNTED
TELEVISION OUTLET, CEILING MOUNTED
18"L-1
TWO-WAY COMMUNICATION BASE STATION46"
CALL BOX46"
DESCRIPTIONSYMBOLNOTEHEIGHT
LEGEND NOTES
MOUNTING HEIGHTS NOTED ARE TO THE CENTER OF DEVICE ABOVE FINISHED FLOOR,
UNLESS NOTED OTHERWISE.
STUB 3/4" CONDUIT 6" ABOVE ACCESSIBLE CEILING AND TERMINATE WITH NYLON
GROMMET.
WHERE FIRE ALARM VISUAL DEVICES ARE WALL-MOUNTED, THE ENTIRE LENS SHALL BE
MOUNTED A MINIMUM OF 80" AFF AND NOT GREATER THAN 96" AFF. TOPS OF WALL-
MOUNTED AUDIBLE-ONLY DEVICES SHALL NOT BE LESS THAN 90" AFF AND NOT LESS THAN
6" BELOW FINISHED CEILING. WITHIN SLEEPING AREAS, WHERE DISTANCE FROM CEILING
TO TOP OF VISUAL DEVICE LENS IS LESS THAN 24", DEVICE SHALL HAVE INTENSITY OF 177
CANDELA.
120V SMOKE AND CO ALARMS SHALL HAVE BATTERY BACKUP AND BE PROVIDED WITH
AUXILIARY CONTACTS. WALL MOUNTED DEVICE SHALL BE LOCATED 4" MIN. AND 12" MAX.
FROM CEILING.
AUDIBLE SIGNAL OF FIRE ALARM DEVICES LOCATED IN SLEEPING ROOMS SHALL BE 520HZ.
AUDIBLE SIGNAL OF SMOKE AND CO ALARMS LOCATED IN SLEEPING ROOMS AND
DWELLINGS DESIGNATED FOR H/C ACCESSIBILITY OR HEARING IMPAIRED SHALL BE 520HZ.
VOLTAGE
(H = 480V, L= 208V)
*SERVICE TYPE
(MAIN SERVICE "A", "B", "1", ETC.)
E H A 2 A
BUILDING, LEVEL, OR ZONE/AREA
("1", "2", "A", ETC.)
PANELBOARD IDENTIFICATION
*PREFIXES
(E = EMERGENCY,
S = STANDBY,
O = OPTIONAL)
*ITERATIVE SEQUENCE LETTER
("A", "B", "C", ETC.)
* DENOTES ONLY USED IF APPLICABLE
EXAMPLES:
HA1A (480V PANEL, SERVED FROM MSA, MECHANICAL LOADS,
(NO BUILDING, LEVEL, OR ZONE), FIRST PANEL)
LB2C (208V PANEL, SERVED FROM MSB, METERING LOAD TYPE
NOT APPLICABLE, LEVEL 2, THIRD PANEL)
A.PENETRATIONS IN WALLS REQUIRING PROTECTED OPENINGS MUST BE FIRESTOPPED WITH
AN APPROVED MATERIAL.
1.CONDUITS MAY PENETRATE WALLS OR PARTITIONS, PROVIDED THEY ARE
FIRE-STOPPED.
2.OPENINGS FOR STEEL ELECTRICAL BOXES NOT EXCEEDING 16 SQUARE INCHES ARE
PERMITTED PROVIDED OPENINGS DO NOT AGGREGATE MORE THAN 100 SQUARE
INCHES FOR ANY 100 SQUARE FEET OF WALL OR PARTITION.
3.OUTLET BOXES ON OPPOSITE SIDES OF WALLS OR PARTITIONS MUST BE SEPARATED
BY A HORIZONTAL DISTANCE OF 24 INCHES.
B.LIGHT FIXTURES AND OTHER APPARATUS SUPPORTED BY THE ACOUSTICAL CEILING GRID
MUST MEET THE REQUIREMENTS OF NEC SECTION 410.16, MEANS OF SUPPORT.
C.RECESSED LIGHTING FIXTURES INSTALLED IN FIRE RATED CEILING ASSEMBLIES SHALL BE
FIRE RATED FIXTURES BEARING THE UL FIRE RATED LABEL. FIXTURES SHALL BE INSTALLED
IN ACCORDANCE WITH THE UL FIRE RESISTANCE DIRECTORY, AND SHALL INCLUDE A FIRE
RATED ENCLOSURE INSTALLED OVER THE FIXTURE THAT MEETS THE REQUIREMENTS OF
THE UL FIRE RESISTANCE DIRECTORY.
SPECIFIC CODE NOTES
FIRE PROTECTION REQUIREMENTS
QUADRAPLEX RECEPTACLE18"L-1
3-WAY DIMMER SWITCHL-1 46"
OCCUPANCY DIMMER SWITCHL-1 46"
DISTRIBUTION PANELBOARD -WALL MOUNTED (SURFACE)
S
M
SMOKE DAMPER
MOTORIZED DAMPER DUCT SMOKE DETECTOR
COMBINATION
FIRE/SMOKE DAMPERC
DAMPER TAGS
G1
G2
G3
G4
G5
G6
G7
G8
G9
G10
G11
G12
G13
G14
G15
PROJECT DESIGN IS BASED UPON THE 2020 EDITION OF THE NATIONAL ELECTRICAL
CODE.
WHEN CONDUCTOR OR CONDUIT SIZE IS INDICATED FOR BRANCH CIRCUIT HOMERUN,
THE CONDUCTOR AND CONDUIT SIZE INDICATED SHALL BE USED FOR THE COMPLETE
CIRCUIT.
REFER TO THE APPROPRIATE DRAWINGS (INCLUDING ARCHITECTURAL DRAWINGS) FOR
THE EXACT LOCATION OF EQUIPMENT INSTALLED UNDER OTHER DIVISIONS OF THE
DOCUMENTS WHICH REQUIRE ELECTRICAL SERVICE.
CAPITAL LETTER BESIDE LIGHTING SYMBOL INDICATES FIXTURE TYPE. REFER TO
LIGHTING FIXTURE SCHEDULE FOR FIXTURE SELECTION.
EQUIPMENT GROUNDING CONDUCTORS ARE TO BE INCLUDED IN ALL RACEWAYS AND
CABLES.
REFER TO SPRINKLER FIRE PROTECTION SHOP DRAWINGS FOR ALL FLOW AND TAMPER
SWITCH LOCATIONS AND CONNECTIONS FOR THE FIRE ALARM SYSTEM.
REFER TO ARCHITECTURAL DOOR SCHEDULES FOR DOORS REQUIRING FIRE ALARM
SYSTEM INTERFACE AND SMOKE OPERATION. PROVIDE 120V POWER AND FIRE ALARM
CONNECTION TO ALL FIRE/SMOKE AND SMOKE DAMPERS INDICATED ON THE
MECHANICAL DRAWINGS. WHERE ANY DAMPER IS EQUIPPED WITH INTEGRAL SMOKE
DETECTOR, PROVIDE A ZONE ADDRESSABLE MODULE FOR CONNECTION TO FIRE
ALARM SYSTEM WIRING.
IN BUILDINGS WITH MULTIPLE SERVICES, THE CONTRACTOR SHALL PROVIDE A PLAQUE
AT EACH SERVICE EQUIPMENT LOCATION DENOTING ALL OTHER SERVICES IN THE
BUILDING AND THE AREA SERVED BY EACH.
ANY CABLE ROUTED TO A WALL SWITCH CONTROLLING LIGHTING SHALL CONTAIN A
GROUNDED CONDUCTOR (NEUTRAL), IN ADDITION TO AN EQUIPMENT GROUNDING
CONDUCTOR.
CONTRACTOR SHALL ENSURE TO THE GREATEST EXTENT POSSIBLE THAT LOADS ON
THE ELECTRICAL DISTRIBUTION SYSTEM ARE PHASED-BALANCED. WHERE MULTI-
METER PACKS ARE INSTALLED, EQUIPMENT LUGS SHALL BE ADJUSTED ACCORDINGLY
TO BALANCE PHASES.
FIRE ALARM INITIATING DEVICES LOCATED IN ELEVATOR SHAFTS ARE REQUIRED TO BE
ACCESSIBLE FOR SERVICE, TESTING, AND MAINTENANCE FROM OUTSIDE THE
ELEVATOR HOISTWAY PER NFPA 72 20.3.7.
WHERE CIRCUIT BREAKERS OR FUSES ARE SERIES COMBINATION RATED, THE
ENCLOSURE FOR THE OVERCURRENT DEVICES SHALL BE CLEARLY AND LEGIBLY
MARKED IN THE FIELD TO INDICATE THE EQUIPMENT HAS BEEN APPLIED WITH A SERIES
COMBINATION RATING. THE MARKING SHALL BE READILY VISIBLE AND STATE THE
FOLLOWING: CAUTION -SERIES COMBINATION SYSTEM RATED ____ AMPERES.
IDENTIFIED REPLACEMENT COMPONENTS REQUIRED.
FEEDERS FOR THE EMERGENCY BRANCH OF ELECTRICAL DISTRIBUTION SHALL BE
PROTECTED FROM FIRE PER THE REQUIREMENTS OF NEC ARTICLE 700. A LISTED
CIRCUIT-PROTECTIVE SYSTEM, THERMAL BARRIER, THERMAL ASSEMBLY (CONTAINING
ONLY EMERGENCY FEEDERS) OR CONCRETE ENCASEMENT IS NOT REQUIRED WHERE
FEEDERS ARE INSTALLED IN SPACES OR AREAS THAT ARE FULLY PROTECTED BY AN
APPROVED AUTOMATIC FIRE SUPPRESSION SYSTEM. FOR THIS REQUIREMENT, AN
UNSPRINKLERED CEILING CAVITY IS NOT CONSIDERED A PROTECTED SPACE OR AREA.
THIS REQUIREMENT ALSO APPLIES TO CONTROL WIRING BETWEEN GENERATOR
AND TRANSFER SWITCH(ES).
POWER AND CONTROL WIRING TO STAIRWELL PRESSURIZATION EQUIPMENT (FANS,
STARTERS, AND DAMPERS) SHALL BE INSTALLED BY ONE OR COMBINATION OF THE
FOLLOWING METHODS:
a. EXTERIOR TO BUILDING.
b. WITHIN SMOKEPROOF ENCLOSURES
c. ENCLOSED BY MINIMUM 2 HOUR FIRE BARRIERS OR HORIZONTAL ASSEMBLIES
d. ENCASED IN MINIMUM OF 2" OF CONCRETE
e. UTILIZING 2 HOUR RATED CABLE OR CABLE SYSTEM
ALL WIRING AND CABLES TO DESIGNATED FIRE SERVICE ACCESS ELEVATOR MOTOR(S),
CAB(S), MACHINE ROOM HVAC EQUIPMENT, CAB COMMUNICATION WIRING, AND FIRE
ALARM SYSTEM INITIATING DEVICE CIRCUITS (LOCATED IN FIRE SERVICE ELEVATOR
SHAFTS, LOBBIES, AND MACHINE ROOM) SHALL BE SUITABLY PROTECTED FROM FIRE
PER THE REQUIREMENTS OF IBC 3007 (1-HOUR PER IBC 2009, 2-HOUR PER IBC 2012).
WHERE APPROVED BY THE AHJ, WIRING AND CABLES LOCATED WITHIN THE FIRE
SERVICE ELEVATOR HOISTWAY AND MACHINE ROOM ARE CONSIDERED PROTECTED.
ELECTRICAL GENERAL NOTES
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
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IMW MJS
2247601
ELECTRICAL
TITLE SHEET
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
ELECTRICAL SHEET INDEX
E00.00 ELECTRICAL TITLE SHEET
E02.01A LEVEL 1 - FLOOR PLAN - AREA A
E02.01B LEVEL 1 - FLOOR PLAN - AREA B
E02.01C LEVEL 1 - FLOOR PLAN - AREA C
E02.02A LEVEL 2 - FLOOR PLAN - AREA A
E02.02B LEVEL 2 - FLOOR PLAN - AREA B
E02.02C LEVEL 2 - FLOOR PLAN - AREA C
E02.03A LEVEL 3 - FLOOR PLAN - AREA A
E02.03B LEVEL 3 - FLOOR PLAN - AREA B
E02.03C LEVEL 3 - FLOOR PLAN - AREA C
E02.04A LEVEL 4 - FLOOR PLAN - AREA A
E02.04B LEVEL 4 - FLOOR PLAN - AREA B
E02.04C LEVEL 4 - FLOOR PLAN - AREA C
E02.05A LEVEL 5 - FLOOR PLAN - AREA A
E02.05B LEVEL 5 - FLOOR PLAN - AREA B
E02.05C LEVEL 5 - FLOOR PLAN - AREA C
E02.06A LEVEL 6 - FLOOR PLAN - AREA A
E02.06B LEVEL 6 - FLOOR PLAN - AREA B
E02.06C LEVEL 6 - FLOOR PLAN - AREA C
E02.07A LEVEL 7 - FLOOR PLAN - AREA A
E02.07B LEVEL 7 - FLOOR PLAN - AREA B
E02.07C LEVEL 7 - FLOOR PLAN - AREA C
E02.08A LEVEL 8 - FLOOR PLAN - AREA A
E02.08B LEVEL 8 - FLOOR PLAN - AREA B
E02.08C LEVEL 8 - FLOOR PLAN - AREA C
E02.09A LEVEL 9-10 - FLOOR PLAN - AREA A
E02.09B LEVEL 9-10 - FLOOR PLAN - AREA B
E02.09C LEVEL 9-10 - FLOOR PLAN - AREA C
E02.10A ROOF PLAN - AREA A
E02.10B ROOF PLAN - AREA B
E02.10C ROOF PLAN - AREA C
E04.01 UNIT PLANS
E04.02 UNIT PLANS
E04.03 UNIT PLANS
E04.04 UNIT PLANS
E05.01 ELECTRICAL RISER DIAGRAM
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
K L M N P Q R U
7
6
5
S
8
T
RESTAURANT
325
STAIR 5
1175
CIRCULATION
772
ELEVATOR 3
339
TRASH
385
RETAIL
791
F4
F4
F3
F3
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:53:14 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE02.01A
IMW MJS
2247601
LEVEL 1 -
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1" = 10'-0"
LEVEL 1 -FLOOR PLAN -AREA A1
C D E F G H J
7
6
5
8
B
OV XY
BOH
531
ELEVATOR 2
1341
ELEVATOR 1
1342
LEASING/LOBBY
779
FITNESS
803
RETAIL
791
STAIR 2
824
MAIL ROOM
825
F4
F4
F3
F3
F3
F3
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:53:17 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE02.01B
IMW MJS
2247601
LEVEL 1 -
FLOOR PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1" = 10'-0"
LEVEL 1 -FLOOR PLAN -AREA B1
C D
9
10
11
13
14
16
17
8
B
OV XY
15
12
RETAIL
330
STAIR 1
1203
STAIR 2
824
TRASH
967
RETAIL
974
RETAIL
812
F4
F4
RETAIL
973
4' - 0"
E02.01C
2
9
O
4' - 0"4' - 0"
RS1
RETAIL #1
400A C.T.
FUTURE
RETAIL 1-4 SERVICE
TROUGH 1600A
PHASE I
RETAIL #2
400A C.T.
FUTURE
RETAIL#2
400A DISC.
FUTURE
RETAIL#1
400A DISC.
FUTURE
RETAIL#3
400A DISC.
FUTURE
RETAIL#4
400A DISC.
FUTURE
RETAIL #3
400A C.T.
FUTURE
RETAIL #4
400A C.T.
FUTURE
RETAIL 1 & 2 SERVICE
TROUGH 1600A
PHASE II
HH HLT-HL
RETAIL #2
400A C.T.
FUTURE
RETAIL#2
400A DISC.
FUTURE
RETAIL#1
400A DISC.
FUTURE
RETAIL #1
400A C.T.
FUTURE
RETAIL TROUGH PHASE II
RETAIL TROUGH PHASE I
2500A
PULL SECT.
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 2:54:04 PM D:\Revit Projects\22020579-MCRT Foundry-E-r22_Central_mfrenchH69FY.rvtE02.01C
IMW MJS
2247601
LEVEL 1 -
FLOOR PLAN -
AREA C
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ● Suite 100
Charlotte, NC 28217
p. 704.599.4377 ● f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1" = 10'-0"
LEVEL 1 -FLOOR PLAN -AREA C1
Scale: 1/4" = 1'-0"
ELECTRIACL ROOM RETAIL & RS12
K L M N P Q R
4
U
7
6
5
1
2
S
8
3
T
GARAGE
320
STAIR 5
1176
CIRCULATION
1317
ELEVATOR 3
340
BOH
701
F4
F4
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:53:24 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE02.02A
IMW MJS
2247601
LEVEL 2 -
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 2 -FLOOR PLAN -AREA A1
C D E F G H J
4
7
6
5
1
2
8
3
B
OV XY
STAIR 3
1184
ELEVATOR 2
1343
ELEVATOR 1
1344
BOH
632
CIRCULATION
643
STAIR 2
800
F4
F4
F4
F4
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:53:27 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE02.02B
IMW MJS
2247601
LEVEL 2 -
FLOOR PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 2 -FLOOR PLAN -AREA B1
C D
9
10
11
13
14
16
17
8
B
15
12
STAIR 1
1204
STAIR 2
800
TRASH
959
F4
F4
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:53:31 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE02.02C
IMW MJS
2247601
LEVEL 2 -
FLOOR PLAN -
AREA C
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 2 -FLOOR PLAN -AREA C1
K L M N P Q R
4
U
7
6
5
1
2
S
8
3
T
ELEC ROOM
688
STAIR 5
1177
ELEVATOR 3
341
TRASH
371
UNIT A2
841
BOH
842
UNIT AD2
844
UNIT S2
845
UNIT AD2
871
UNIT A5
872
GARAGE
873
BOH
1424
UNIT A4
1421
PET SPA
1433
TELECOM
904
UNIT A6
499
UNIT S3
813
RESIDENTIAL STORAGE
400
F4
F4
T5
E02.03A
2
U
1
T
PULL
SECT.
RS4
PULL
SECT.
RS3ELEC ROOM
688
T5
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 2:54:05 PM D:\Revit Projects\22020579-MCRT Foundry-E-r22_Central_mfrenchH69FY.rvtE02.03A
IMW MJS
2247601
LEVEL 3 -
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ● Suite 100
Charlotte, NC 28217
p. 704.599.4377 ● f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 3 -FLOOR PLAN -AREA A1
Scale: 1/8" = 1'-0"
ELECTRICAL ROOM 6882
C D E F G H J
4
7
6
5
1
2
8
3
B
OV XY
E02.03B
2
RESIDENTIAL STORAGE
691
STAIR 3
1189
ELEVATOR 2
1345
ELEVATOR 1
1346
STAIR 2
804
UNIT B3
850
ELEC ROOM
851
CIRCULATION
927
TELECOM
899
UNIT B3
740
UNIT A6
497
UNIT A6
510
TELECOM
832
RESIDENTIAL STORAGE
399
F4
F4
F4
F4
ELEC ROOM
692
GARAGE
873
C
7
6
5
B
GARAGE
E.V.
225KVA
E.V DIST.
LOCATION TBD - DESIGN BASED ON NATURAL
GAS GENERATOR - WILL INCREASE IN LENGTH
IF DIESEL GENERATOR DESIRED, TO ACCOMODATE
SKID TANK.600 ES200 EL1600ADIST.MAINDIST.PULL
HHB
FIRE COMMAND
1239
ELEC ROOM
692
LHBRS2
MTS-EL
ATS-EL
1HEL
1LEL
ATS-ES
1DHES
1LES
T-1LES
1HEST-1LEL
T-LHB
DPEV
LOW VOLTAGEEMERGENCY
ELEC. RM.
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 2:54:06 PM D:\Revit Projects\22020579-MCRT Foundry-E-r22_Central_mfrenchH69FY.rvtE02.03B
IMW MJS
2247601
LEVEL 3 -
FLOOR PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ● Suite 100
Charlotte, NC 28217
p. 704.599.4377 ● f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 3 -FLOOR PLAN -AREA B1
Scale: 1/8" = 1'-0"
ELECTRICAL ROOM PHASE I -MAIN & GENERATOR2
C D
9
10
11
13
14
16
17
8
B
15
12
HP13
E02.03C
2
STAIR 1
1205
STAIR 2
804
ELEC ROOM
851
UNIT A2
854
BOH
855
UNIT B2
858
UNIT B2
859
UNIT B2
862
UNIT BA1
863
UNIT AU1
866
UNIT B10
485
UNIT AU1
506
UNIT B2
680
BOH
798
BOH
814
BOH
826
UNIT B2
956
UNIT AD2
957
TRASH
960
BOH
828
UNIT BA1
933
UNIT A2
934
TELECOM
935
UNIT BA1
936
UNIT A6
838
CIRCULATION
434
F4
F4
9
4' - 0"10' - 2"MC13
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:53:49 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE02.03C
IMW MJS
2247601
LEVEL 3 -
FLOOR PLAN -
AREA C
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 3 -FLOOR PLAN -AREA C1
Scale: 1/8" = 1'-0"
ELECTRICAL ROOM PHASE II MC132
K L M N P Q R
4
U
7
6
5
1
2
S
8
3
T
GARAGE
318
BOH
530
STAIR 5
1178
UNIT A2
616
BOH
623
UNIT AD2
630
UNIT S2
631
ELEVATOR 3
343
TRASH
372
UNIT AD2
834
UNIT A5
839
UNIT A4
929
BOH
1441
UNIT A6
458
UNIT S3
361
F4
F4
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:53:55 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE02.04A
IMW MJS
2247601
LEVEL 4 -
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 4 -FLOOR PLAN -AREA A1
C D E F G H J
4
7
6
5
1
2
8
3
B
OV XY
LOADING
321
STAIR 3
1190
CIRCULATION
1320
ELEVATOR 2
1347
ELEVATOR 1
1348 UNIT B3
741
ELEC ROOM
750
STAIR 2
805
RESIDENTIAL STORAGE
874
BOH
1430
BOH
1434
UNIT A6
433 UNIT B3
739
UNIT A6
511
F4
F4
F4
F4
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:54:00 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE02.04B
IMW MJS
2247601
LEVEL 4 -
FLOOR PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 4 -FLOOR PLAN -AREA B1
C D
9
10
11
13
14
16
17
8
B
15
12
STAIR 1
1206
ELEC ROOM
750
STAIR 2
805
UNIT B2
642
UNIT B2
647
UNIT B2
683
UNIT AU1
735
UNIT B2
736
UNIT B10
481
UNIT AU1
504
BOH
770
BOH
780
BOH
795
TRASH
961
UNIT AD2
968
BOH
926
UNIT A2
937
BOH
938
UNIT BA1
939
UNIT BA1
940
UNIT A2
941
BOH
942
UNIT BA1
943
UNIT A6
836
UNIT B2.1
428
CIRCULATION
438
F4
F4
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:54:06 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE02.04C
IMW MJS
2247601
LEVEL 4 -
FLOOR PLAN -
AREA C
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 4 -FLOOR PLAN -AREA C1
4
U
7
6
5
1
2
8
3
MC35
E02.05A
2 STAIR 5
1179
BOH
796
ELEVATOR 3
344
TRASH
373
MAINTENENCE AND
ENGINEERING
827
GARAGE
877
RESIDENTIAL STORAGE
394
TELECOM
898
UNIT A2
689
BOH
690
UNIT A4
391
UNIT A5
414
UNIT AD2
498
UNIT AD2
502
UNIT S2
865
STAIR 4
378
UNIT S3-A
488
UNIT A6
405
F4
F4
F4
F4
MC35
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
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IMW MJS
2247601
LEVEL 5 -
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 5 -FLOOR PLAN -AREA A1
Scale: 1/8" = 1'-0"
ELECTRICAL ROOM PHASE I -MC352
4
7
6
5
1
2
8
3
E02.05B
2
MC25
STAIR 3
1191
ELEVATOR 2
1349
ELEVATOR 1
1350
BOH
568
CIRCULATION
774
STAIR 2
806
MAINTENENCE AND
ENGINEERING
827
ELEC ROOM
878
RESIDENTIAL STORAGE
379
POOL EQUIP AND STORAGE
ROOM
1431
UNIT B3
763
UNIT B3
764
TELECOM
846
LONG TERM BIKE STORAGE
671
UNIT B2
823
UNIT A6
401
UNIT A6
403
F4
F4
F4
F4
7
MC25
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:54:17 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE02.05B
IMW MJS
2247601
LEVEL 5 -
FLOOR PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 5 -FLOOR PLAN -AREA B1
Scale: 1/8" = 1'-0"
ELECTRICAL ROOM PHASE I -MC252
9
10
11
13
14
16
17
8
15
12
STAIR 1
1207
STAIR 2
806
ELEC ROOM
878
BOH
875
BOH
889
BOH
894
UNIT AU1
514
UNIT AU1
518
UNIT B2
706
UNIT B2
708
UNIT B2
720
UNIT B2
721
UNIT B10
807
TRASH
962
UNIT AD2
969
BOH
928
UNIT A2
944
BOH
945
UNIT BA1
948
UNIT A2
949
TELECOM
950
UNIT BA1-A
486
UNIT BA1-A
487
UNIT B2
823
UNIT A6
833
UNIT B2.1
427
CIRCULATION
432
F4
F4
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:54:23 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE02.05C
IMW MJS
2247601
LEVEL 5 -
FLOOR PLAN -
AREA C
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 5 -FLOOR PLAN -AREA C1
MC36 E02.06A
2
STAIR 5
1074
UNIT A1
435
UNIT A1
436
UNIT A1
437
UNIT A1
440
UNIT B1
448
BOH
449
UNIT B1
450
BOH
451
UNIT B1
452
BOH
453
UNIT B1
460
BOH
462
UNIT B1
464
BOH
469
UNIT BA1.1
482
UNIT AD2
513
UNIT B2
521
UNIT S2
522
UNIT A7
523
AMENITY
727
COURTYARD B
731
UNIT A7
751
UNIT A1
352
UNIT A1
353
ELEVATOR 3
338
TRASH
367
UNIT AD2
742
UNIT S4
402
UNIT A4
1425
UNIT A5
419
UNIT AD2
470
UNIT BA1.1
979
UNIT B2.1
566
UNIT B5
820
STAIR 4
362
BOH
392
UNIT A2-A
634
UNIT A6
411
F4
F4
F4
F4
6' - 5 5/16"
MC36
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:54:32 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE02.06A
IMW MJS
2247601
LEVEL 6 -
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 6 -FLOOR PLAN -AREA A1
Scale: 1/8" = 1'-0"
ELECTRICAL ROOM PHASE I -MC362
STAIR 3
947
CIRCULATION
1186
ELEVATOR 2
1339
ELEVATOR 1
1340
UNIT A1
442
UNIT A1
444
UNIT A1
445
UNIT A1
446
UNIT A7
447
UNIT B1
474
BOH
475
UNIT B1
476
BOH
477
UNIT B1
478
BOH
479
UNIT A5
483
UNIT A1
484
UNIT B6
500
UNIT B2
501
UNIT B6
507
ELEC ROOM
528
COURTYARD A
728
POOL
729
UNIT S2
730
COURTYARD C
733
UNIT A1
354
UNIT A1
333
UNIT B6
335
BOH
792
STAIR 2
793
UNIT AD2
461
PRIVATE TERRACES
454
PRIVATE TERRACES
455
UNIT A6
516
UNIT BA1
978
UNIT A6
406
UNIT A6
411
F4
F4
F4
F4
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:54:39 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE02.06B
IMW MJS
2247601
LEVEL 6 -
FLOOR PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 6 -FLOOR PLAN -AREA B1
4' - 0"10' - 2"STAIR 1
975
UNIT B2
501
UNIT B2
515
UNIT B2
517
ELEC ROOM
528
UNIT B2
760
UNIT B2
762
UNIT AU1
336
STAIR 2
793
UNIT A6
387
UNIT AU1
503
TRASH
958
UNIT AD2
970
UNIT B2.1
891
BOH
829
BOH
843
BOH
890
BOH
930
UNIT A2
952
BOH
953
UNIT BA1
954
UNIT BA1
955
UNIT BA1
977
UNIT B10
821
UNIT A2-A
489
CIRCULATION
431
F4
F4
E02.06C
2
MC16
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:54:47 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE02.06C
IMW MJS
2247601
LEVEL 6 -
FLOOR PLAN -
AREA C
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 6 -FLOOR PLAN -AREA C1
Scale: 1/8" = 1'-0"
ELECTRICAL ROOM PHASE II MC162
STAIR 5
1180
UNIT A1
537
UNIT A1
538
UNIT A1
539
UNIT A1
541
UNIT B1
548
BOH
549
UNIT B1
550
BOH
551
UNIT B1
552
BOH
553
UNIT B1
554
BOH
555
UNIT B1
556
BOH
557
UNIT A2
579
BOH
580
UNIT AD2
599
UNIT A5
604
UNIT B2
608
UNIT S2
609
UNIT A7
610
UNIT A7
612
ELEVATOR 3
346
TRASH
376
UNIT A3
1371
UNIT A3
1372
UNIT AD2
1375
UNIT S4
410
UNIT A4
1426
UNIT BA1.1
761
UNIT BA1.1
767
UNIT B2.1
575
UNIT B5
818
STAIR 4
381
UNIT AD2
1211
BOH
1227UNIT A6
415
F4
F4
F4
F4
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:54:55 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE02.07A
IMW MJS
2247601
LEVEL 7 -
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 7 -FLOOR PLAN -AREA A1
MC27
E02.07B
2
STAIR 3
1192
CIRCULATION
1187
ELEVATOR 2
1351
ELEVATOR 1
1352
UNIT A1
543
UNIT A1
544
UNIT A1
545
UNIT A1
546
UNIT A7
547
UNIT B1
558
BOH
559
UNIT B1
560
BOH
561
UNIT B1
562
BOH
563
UNIT A1
570
UNIT A1
572
UNIT B6
586
UNIT B6
594
ELEC ROOM
607
UNIT A2
613
BOH
614
STAIR 2
808
BOH
830
UNIT A3
1373
UNIT B6
1376
UNIT B2
535
UNIT A6
524
UNIT BA1
527
UNIT A5
1200
UNIT AD2
1210
UNIT A6
413
UNIT A6
415
F4
F4
F4
F4
MC27
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:55:03 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE02.07B
IMW MJS
2247601
LEVEL 7 -
FLOOR PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 7 -FLOOR PLAN -AREA B1
Scale: 1/8" = 1'-0"
ELECTRICAL ROOM PHASE I -MC272
STAIR 1
1208
ELEC ROOM
607
STAIR 2
808
UNIT B2
1386
UNIT B2
1387
UNIT B2
1389
UNIT B2
1391
UNIT AU1
1392
UNIT B10
473
UNIT A6
532
UNIT B2
535
UNIT AU1
505
TRASH
963
UNIT AD2
971
UNIT B2.1
583
BOH
913
BOH
918
BOH
920
BOH
931
UNIT A2
980
BOH
981
UNIT BA1
982
UNIT BA1
983
UNIT A2
984
TELECOM
985
UNIT BA1
986
CIRCULATION
430
F4
F4
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:55:09 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE02.07C
IMW MJS
2247601
LEVEL 7 -
FLOOR PLAN -
AREA C
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 7 -FLOOR PLAN -AREA C1
MC48 E02.08A
2
STAIR 5
1181
UNIT A1
644
UNIT A1
645
UNIT A1
646
UNIT A1
648
UNIT B1
655
BOH
656
UNIT B1
657
BOH
658
UNIT B1
659
BOH
660
UNIT B1
661
BOH
662
UNIT B1
663
BOH
664
UNIT B5
678
UNIT A2
684
BOH
693
UNIT B6
703
UNIT AD2
707
UNIT A5
709
UNIT B2
713
UNIT S2
714
UNIT A7
715
UNIT A7
717
UNIT A3
355
UNIT A3
356
ELEVATOR 3
350
TRASH
377
UNIT A5
1322
UNIT AD2
1326
UNIT S4
409
UNIT A4
1427
UNIT BA1.1
790
UNIT BA1.1
860
UNIT B2.1
596
STAIR 4
383
UNIT AD2
1226
BOH
1232
UNIT S3-A
492
UNIT A6
421
F4
F4
F4
F4 17' - 0"6' - 5 5/16"
MC48
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
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11/29/2022 1:55:19 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE02.08A
IMW MJS
2247601
LEVEL 8 -
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 8 -FLOOR PLAN -AREA A1
Scale: 1/8" = 1'-0"
ELECTRICAL ROOM PHASE I -MC482
NEED LOCATION
STAIR 3
1193
CIRCULATION
1319
ELEVATOR 2
1353
ELEVATOR 1
1354
UNIT A1
650
UNIT A1
651
UNIT A1
652
UNIT A1
653
UNIT A7
654
UNIT B1
665
BOH
666
UNIT B1
667
BOH
668
UNIT B1
669
BOH
670
UNIT A1
675
UNIT A1
677
UNIT B6
699
UNIT B6
702
UNIT A3
357
STAIR 2
809
BOH
879
UNIT B6
1325
ELEC ROOM
1328
UNIT B2
542
UNIT A6
533
UNIT A5
1222
UNIT AD2
1225
UNIT BA1-A
490
UNIT A2-A
637
UNIT A6
420
UNIT A6
421
F4
F4
F4
F4
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
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IMW MJS
2247601
LEVEL 8 -
FLOOR PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 8 -FLOOR PLAN -AREA B1
STAIR 1
1209
STAIR 2
809
ELEC ROOM
1328
UNIT B2
1338
UNIT B2
1359
UNIT B2
1365
UNIT B2
1377
UNIT AU1
1378
UNIT B10
472
UNIT A6
534
UNIT B2
542
UNIT AU1
508
TRASH
964
UNIT AD2
972
UNIT B2.1
598
BOH
921
BOH
923
BOH
924
BOH
932
UNIT A2
987
BOH
988
UNIT BA1
989
UNIT BA1
990
UNIT BA1
993
UNIT A2-A
491
CIRCULATION
429
F4
F4
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
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IMW MJS
2247601
LEVEL 8 -
FLOOR PLAN -
AREA C
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 8 -FLOOR PLAN -AREA C1
MC49 E02.09A
2
STAIR 5
1182
ELEVATOR 3
351
TRASH
380
UNIT A1
564
UNIT A1
565
UNIT A1
571
UNIT A1
573
UNIT B1
584
BOH
585
UNIT B1
587
BOH
588
UNIT B1
589
BOH
590
UNIT B1
591
BOH
592
UNIT B1
595
BOH
597
UNIT A2
682
BOH
697
UNIT B6
716
UNIT AD2
722
UNIT A5
723
UNIT B2
726
UNIT A7
734
UNIT A7
743
UNIT A3
746
UNIT A3
747
UNIT AD2
757
UNIT S4
766
UNIT A5
752
UNIT A4
1428
UNIT B5
359
UNIT S2
848
UNIT BA1.1
861
UNIT BA1.1
867
UNIT B2.1
624
UNIT S3
816
STAIR 4
386
UNIT AD2
1221
BOH
1235UNIT A6
424
F4
F4
F4
F4 17' - 0"6' - 5 5/16"
MC49
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
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IMW MJS
2247601
LEVEL 9-10 -
FLOOR PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 9-10 -FLOOR PLAN -AREA A1
Scale: 1/8" = 1'-0"
ELECTRICAL ROOM PHASE I -MC492
NEED LOCATION
MC29
E02.09B
2
STAIR 3
1194
CIRCULATION
1318
ELEVATOR 2
1355
ELEVATOR 1
1356
STAIR 2
810
BOH
412
UNIT A1
576
UNIT A1
577
UNIT A1
578
UNIT A1
581
UNIT A7
582
UNIT B1
601
BOH
602
UNIT B1
603
BOH
611
UNIT B1
615
BOH
622
UNIT A1
629
UNIT A1
633
UNIT B6
700
UNIT B6
705
UNIT A2
744
BOH
745
UNIT A3
748
UNIT B6
756
ELEC ROOM
759
UNIT A6
536
UNIT BA1
593
UNIT A5
1217
UNIT AD2
1220
UNIT A6
422
UNIT A6
424
F4
F4
F4
F4
MC29
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:55:51 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE02.09B
IMW MJS
2247601
LEVEL 9-10 -
FLOOR PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 9-10 -FLOOR PLAN -AREA B1
Scale: 1/8" = 1'-0"
ELECTRICAL ROOM PHASE I -MC292
STAIR 2
810
ELEC ROOM
759
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:55:55 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE02.09C
IMW MJS
2247601
LEVEL 9-10 -
FLOOR PLAN -
AREA C
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LEVEL 9-10 -FLOOR PLAN -AREA C1
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:56:00 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE02.10A
IMW MJS
2247601
ROOF PLAN -
AREA A
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
HIGH ROOF -AREA A1
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:56:06 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE02.10B
IMW MJS
2247601
ROOF PLAN -
AREA B
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
HIGH ROOF -AREA B1
CIRCULATION
1318
ELEVATOR 2
1355
ELEVATOR 1
1356
STAIR 2
810
BOH
412
BOH
611
ELEC ROOM
759
UNIT A6
536
UNIT BA1
593
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:56:10 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE02.10C
IMW MJS
2247601
ROOF PLAN -
AREA C
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/8" = 1'-0"
LOW ROOF -AREA C (NORTH)1Scale: 1/8" = 1'-0"
LOW ROOF -AREA C (SOUTH)2
J
H HSA
CATVTVJCASA
H
H
TVTVPANEL
2
1
7 6
5
4
8
8
3
10
WP
GENERAL NOTES
1. LOCATION OF SMOKE ALARMS SHALL BE NO LESS THAN 36" FROM A BATHROOM
DOOR, SUPPLY AIR REGISTER, OR TIP OF A CEILING FAN BLADE, AND SHALL BE NO
LESS THAN 10' FROM A FIXED COOKING APPLIANCE. WHERE WALL MOUNTED, TOP
OF DEVICE SHALL BE NO GREATER THAN 12" FROM CEILING. COORDINATE
LOCATION WITH SOFFITS AND CROWN MOLDING (WHERE PRESENT).
2. SMOKE AND CO ALARMS SHALL BE WIRED TO AN UNSWITCHED LIGHTING AND
RECEPTACLE CIRCUIT. ALARM DEVICES WITHIN A DWELLING UNIT SHALL BE
PROVIDED WITH AUXILIARY CONTACTS AND WIRED SO THAT UPON THE ACTIVATION
OF ANY ALARM IN THE DWELLING UNIT, ALL SMOKE AND CO ALARMS WITHIN THE
DWELLING SHALL SIGNAL AN ALARM.
3. REFER TO "ELECTRICAL DEVICES-DWELLING UNIT KITCHEN" DETAIL INCLUDED IN
THESE DRAWINGS FOR DIMENSIONAL INFORMATION OF DEVICES AT CORNERS
(WHERE APPLICABLE).
4. ALL 120V, 15-AND 20-AMP RECEPTACLES IN DWELLING UNITS SHALL BE LISTED
TAMPER-RESISTANT TYPE.
5. OUTLET BOXES INSTALLED FOR CEILING FANS SHALL BE UL-LISTED "FOR USE WITH
CEILING FANS".
6. REFER TO MECHANICAL EQUIPMENT CONNECTION SCHEDULE FOR APPLICABLE
CIRCUIT REQUIREMENTS.
7. PRIOR TO ROUGH-IN, CONTRACTOR SHALL:
• COORDINATE EXACT REQUIREMENTS OF ALL EQUIPMENT AND APPLIANCES
FURNISHED BY OTHERS.
• COORDINATE LIGHTING FIXTURE LOCATIONS WITH
ARCHITECTURAL/INTERIORS DRAWINGS.
8. SEVERAL DWELLING UNIT CIRCUITS AND RECEPTACLES ARE REQUIRED TO BE AFCI-
AND/OR GFCI-PROTECTED. REFER TO DRAWINGS AND LOAD CENTER SCHEDULES
FOR MORE INFORMATION.
9. FOR DWELLING UNITS DESIGNATED TO HAVE ACCESSIBLE MOBILITY FEATURES :
• LOAD CENTER SHALL BE INSTALLED SO THAT NO TRIM LATCH OR BREAKER IS
GREATER THAN 48" AFF.
• TOGGLE SWITCHES SHALL BE FIELD-INSTALLED AND WIRED FOR THE RANGE
HOOD/LIGHT CIRCUIT. SWITCHES SHALL BE MOUNTED ABOVE COUNTER
WITHIN REQUIRED REACH RANGES AND CONTROL THE LIGHTS INDEPENDENT
OF THE FAN .
10. FOR DWELLING UNITS DESIGNATED TO HAVE COMMUNICATION FEATURES FOR
SENSORY-IMPAIRED (HEARING OR VISION):
• FURNISH AND INSTALL AN EDWARDS (OR EQUAL) "DOORBELL" SYSTEM (CAT#
7005-G5), CONSISTING OF A LOW-VOLTAGE TRANSFORMER, PUSHBUTTON AND
HORN/STROBE. LOCATE PUSHBUTTON WITH COVERPLATE (CAT# 147-10)
OUTSIDE OF ENTRY DOOR, TRANSFORMER CONCEALED WITHIN CLOTHES
CLOSET, AND HORN/STROBE WITHIN LIVING ROOM.
• EACH FIRE ALARM SYSTEM AUDIBLE APPLIANCE SHALL BE EQUIPPED WITH A
VISUAL DEVICE.
• A FIRE ALARM VISUAL DEVICE SHALL BE INSTALLED IN EACH BATHROOM.
• REFER TO DETAIL INCLUDED IN THESE DRAWINGS FOR WIRING DIAGRAM OF
SMOKE ALARMS AND FIRE ALARM DEVICES.
11. FOR EACH DWELLING UNIT LOCATED AT GRADE-LEVEL OR ON A FLOOR
ACCESSIBLE BY ELEVATOR:
• LOAD CENTER SHALL BE INSTALLED SO THAT NO TRIM LATCH OR BREAKER IS
GREATER THAN 48"AFF.
• FOR ALL DESIGNATED "ANSI TYPE A" UNITS, TOGGLE SWITCHES SHALL BE
FIELD-INSTALLED AND WIRED FOR THE RANGE HOOD/LIGHT CIRCUIT.
SWITCHES SHALL BE MOUNTED ABOVE COUNTER WITHIN REQUIRED REACH
RANGES AND CONTROL THE LIGHT INDEPENDENT OF THE FAN.
12. UNLESS DIRECTED OTHERWISE, DESIGNATED "ANSI TYPE A" UNITS SHALL HAVE
COMMUNICATION FEATURES FOR SENSORY-IMPAIRED (HEARING OR VISION):
• FURNISH AND INSTALL AN EDWARDS (OR EQUAL) "DOORBELL" SYSTEM (CAT#
7005-G5), CONSISTING OF A LOW-VOLTAGE TRANSFORMER, PUSHBUTTON AND
HORN/STROBE. LOCATE PUSHBUTTON WITH COVERPLATE (CAT# 147-10)
OUTSIDE OF ENTRY DOOR, TRANSFORMER CONCEALED WITHIN CLOTHES
CLOSET, AND HORN/STROBE WITHIN LIVING ROOM.
• EACH FIRE ALARM SYSTEM AUDIBLE APPLIANCE SHALL BE EQUIPPED WITH A
VISUAL DEVICE.
• A FIRE ALARM VISUAL DEVICE SHALL BE INSTALLED IN EACH BATHROOM.
• REFER TO DETAIL INCLUDED IN THESE DRAWINGS FOR WIRING DIAGRAM OF
SMOKE ALARMS AND FIRE ALARM DEVICES.
13. WHERE APPLICABLE, KITCHEN RECEPTACLE CIRCUIT SHALL POWER GAS COOKTOP
IGNITER.
14. RECEPTACLE LAYOUTS SHOWN IN UNITS ARE BASED ON MINIMUM NEC
REQUIREMENTS. CONTRACTOR SHALL REVIEW LAYOUTS AND PROVIDE ANY
ADDITIONAL RECEPTACLES NEEDED TO BE IN COMPLIANCE WITH NEC BASED ON
ACTUAL FIELD INSTALLED LOCATIONS.
KEY NOTES (DESIGNATED BY " # ")
1. NEMA 5-20R FOR CLOTHES WASHER. CIRCUIT SHALL BE 2#12, #12G.
2. NEMA 14-30R FOR CLOTHES DRYER. CIRCUIT SHALL BE 3#10, #10G.
3. NEMA 14-50R FOR RANGE/OVEN. CIRCUIT SHALL BE 3#6, #10G.
4. NEMA 5-20R FOR MICROWAVE/EXHAUST HOOD. CIRCUIT SHALL BE 2#12, #12G.
LOCATE RECEPTACLE IN CABINETRY ABOVE. RECEPTACLE MAY BE LOCATED
BELOW COUNTER IN ACCESSIBLE UNITS. REFER TO ARCHITECTURAL KITCHEN
ELEVATIONS FOR FURTHER INFORMATION.
5. FOR SINK DISPOSAL/DISHWASHER CONNECTION, INSTALL SPLIT-WIRED NEMA 5-20R
DUPLEX WITHIN BASE CABINET. RECEPTACLE SHALL BE ACCESSIBLE AND LOCATED
IN CABINET ADJACENT TO DISHWASHER. DISHWASHER CORD LENGTH SHALL NOT
EXCEED 6'-6".
6. DISCONNECT SWITCH FOR AIR-HANDLING UNIT.
7. JUNCTION BOX FOR CONNECTION TO WATER HEATER. CIRCUIT SHALL BE 2#10, 1#
10G.
8. INSTALL RECEPTACLE NO MORE THAN 12" BELOW COUNTERTOP, PROVIDED THAT
THE COUNTERTOP EXTENDS NO MORE THAN 6" BEYOND ITS SUPPORT BASE.
9. PROVIDE JUNCTION BOX FOR POWER TO OUTSIDE AIR FAN (OAF), SPEED
CONTROLLER AND RELAY PROVIDED BY DIVISION 23.OAF SHALL BE PROVIDED
WITH MOTOR RATED DISCONNECT SWITCH AS PART OF THE MECHANICAL
SUBMITTAL.CONTRACTOR SHALL COORDINATE AND INSTALL DISCONNECT TO
MEET NEC WORKING CLEARANCE REQUIREMENTS.CONNECT TO THE NEAREST
LIGHTING & RECEPTACLE CIRCUIT. COORDINATE EXACT REQUIEMENTS WITH THE
MECHANICAL CONTRACTOR PRIOR TO INSTALLATION.
10. PROVIDE RECEPTACLE FOR TELECOMMUNICATIONS STRUCTURED MEDIA CENTER
PANEL (MP). COORDINATE EXACT LOCATION AND MOUNTING HEIGHT WITH
TELECOM DRAWINGS BEFORE INSTALLATION.
PANEL
2
1
7
5
3
4
6
10
WP
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:56:16 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE04.01
IMW MJS
2247601
UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/4" = 1'-0"
UNIT A12
Scale: 1/4" = 1'-0"
UNIT S21
RECEPTACLE WOULD FOLLOW
MEASURED AS THE SHORTEST PATH THE CORD OF AN APPLIANCE CONNECTED TO THE
*GFCI NOT REQUIRED WHERE RECEPTACLE IS MORE THAN 6FT FROM THE EDGE OF A SINK
48" AFF.
DESIGNATED IBC ACCESSIBLE, TYPE A OR B, MAXIMUM HEIGHT TO ANY DEVICE HANDLE SHALL BE
2. FOR DWELLING UNITS DESIGNATED TO HAVE ACCESSIBLE MOBILITY FEATURES, OR THOSE
DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY.
NOTES:1. BREAKERS PROTECTING MULTI-WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD-LOCK
23 SPACE SPACE 24
21 -----SPACE 22
19 15/2 OUTDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 20
17 -----LIGHTS & RECEPTACLES AFCI 15/1 18
15 35/2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 16
13 -----REFRIGERATOR AFCI/GFCI 15/1*14
11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 20/1 12
9 20/1*AFCI/GFCI MICROWAVE OVEN WASHER AFCI/GFCI 20/1 10
7 -----DISPOSAL AFCI/GFCI 20/1 8
5 30/2 GFCI DRYER DISHWASHER AFCI/GFCI 20/1 6
3 -----KIT/DINING RECEPTACLES AFCI 20/1 4
1 50/2*GFCI RANGE KITCHEN RECEPTACLES AFCI 20/1 2
#POLES TYPE A B TYPE POLES #
CKT TRIP /BKR
DESCRIPTION
PHASE
DESCRIPTION
BKR TRIP /CKT
MAIN:125A MLO VOLTAGE:208/120 PHASE:1 WIRE:3 RECESSED AIC:10,000
LOAD CENTER SCHEDULE - A1
VOLTAGE:208/120 PHASE:1 107.5 AMPS
TOTAL 22.4 KVA
N.E.C. 220-82
HVAC (HEATING)4.2 KVA X 65 %2.7 KVA
HVAC (COOLING)N/A KVA X 100 %KVA
HVAC (HEAT PUMP)2.0 KVA X 100 %2.0 KVA
REMAINDER 19.1 KVA X 40 %7.6 KVA
1ST 10 KW 10.0 KVA X 100 %10.0 KVA
DEMAND FACTOR
SUBTOTAL 29.1 KVA
WATER HEATERS 4500 VA 4.5 KVA
MICROWAVE/HOOD 1500 VA 1.5 KVA
DISHWASHERS 1200 VA 1.2 KVA
DISPOSALS 800 VA 0.8 KVA
REFRIGERAT...1500 VA 1.5 KVA
DRYERS 5000 VA 5.0 KVA
RANGES 8000 VA 8.0 KVA
KITCHEN/LAUNDRY 4500 VA 4.5 KVA
SQUARE FOOTAGE 699 SF X 3 VA/SF 2.1 KVA
UNIT "A1"
RECEPTACLE WOULD FOLLOW
MEASURED AS THE SHORTEST PATH THE CORD OF AN APPLIANCE CONNECTED TO THE
*GFCI NOT REQUIRED WHERE RECEPTACLE IS MORE THAN 6FT FROM THE EDGE OF A SINK
48" AFF.
DESIGNATED IBC ACCESSIBLE, TYPE A OR B, MAXIMUM HEIGHT TO ANY DEVICE HANDLE SHALL BE
2. FOR DWELLING UNITS DESIGNATED TO HAVE ACCESSIBLE MOBILITY FEATURES, OR THOSE
DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY.
NOTES:1. BREAKERS PROTECTING MULTI-WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD-LOCK
23 SPACE SPACE 24
21 -----SPACE 22
19 15/2 OUTDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 20
17 -----LIGHTS & RECEPTACLES AFCI 15/1 18
15 35/2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 16
13 -----REFRIGERATOR AFCI/GFCI 15/1*14
11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 20/1 12
9 20/1*AFCI/GFCI MICROWAVE OVEN WASHER AFCI/GFCI 20/1 10
7 -----DISPOSAL AFCI/GFCI 20/1 8
5 30/2 GFCI DRYER DISHWASHER AFCI/GFCI 20/1 6
3 -----KIT/DINING RECEPTACLES AFCI 20/1 4
1 50/2*GFCI RANGE KITCHEN RECEPTACLES AFCI 20/1 2
#POLES TYPE A B TYPE POLES #
CKT TRIP /BKR
DESCRIPTION
PHASE
DESCRIPTION
BKR TRIP /CKT
MAIN:125A MLO VOLTAGE:208/120 PHASE:1 WIRE:3 RECESSED AIC:10,000
LOAD CENTER SCHEDULE - S2
VOLTAGE:208/120 PHASE:1 107.0 AMPS
TOTAL 22.2 KVA
N.E.C. 220-82
HVAC (HEATING)4.2 KVA X 65 %2.7 KVA
HVAC (COOLING)N/A KVA X 100 %KVA
HVAC (HEAT PUMP)2.0 KVA X 100 %2.0 KVA
REMAINDER 18.8 KVA X 40 %7.5 KVA
1ST 10 KW 10.0 KVA X 100 %10.0 KVA
DEMAND FACTOR
SUBTOTAL 28.8 KVA
WATER HEATERS 4500 VA 4.5 KVA
MICROWAVE/HOOD 1500 VA 1.5 KVA
DISHWASHERS 1200 VA 1.2 KVA
DISPOSALS 800 VA 0.8 KVA
REFRIGERAT...1500 VA 1.5 KVA
DRYERS 5000 VA 5.0 KVA
RANGES 8000 VA 8.0 KVA
KITCHEN/LAUNDRY 4500 VA 4.5 KVA
SQUARE FOOTAGE 599 SF X 3 VA/SF 1.8 KVA
UNIT "S2"
J
HHSACATVTVJCASAHHTVTVPANEL
6 7
34
1
2
5
8 8
10
WP
PANEL
8
67
1
2
4
3
5
8
10
WP
GENERAL NOTES
1. LOCATION OF SMOKE ALARMS SHALL BE NO LESS THAN 36" FROM A BATHROOM
DOOR, SUPPLY AIR REGISTER, OR TIP OF A CEILING FAN BLADE, AND SHALL BE NO
LESS THAN 10' FROM A FIXED COOKING APPLIANCE. WHERE WALL MOUNTED, TOP
OF DEVICE SHALL BE NO GREATER THAN 12" FROM CEILING. COORDINATE
LOCATION WITH SOFFITS AND CROWN MOLDING (WHERE PRESENT).
2. SMOKE AND CO ALARMS SHALL BE WIRED TO AN UNSWITCHED LIGHTING AND
RECEPTACLE CIRCUIT. ALARM DEVICES WITHIN A DWELLING UNIT SHALL BE
PROVIDED WITH AUXILIARY CONTACTS AND WIRED SO THAT UPON THE ACTIVATION
OF ANY ALARM IN THE DWELLING UNIT, ALL SMOKE AND CO ALARMS WITHIN THE
DWELLING SHALL SIGNAL AN ALARM.
3. REFER TO "ELECTRICAL DEVICES-DWELLING UNIT KITCHEN" DETAIL INCLUDED IN
THESE DRAWINGS FOR DIMENSIONAL INFORMATION OF DEVICES AT CORNERS
(WHERE APPLICABLE).
4. ALL 120V, 15-AND 20-AMP RECEPTACLES IN DWELLING UNITS SHALL BE LISTED
TAMPER-RESISTANT TYPE.
5. OUTLET BOXES INSTALLED FOR CEILING FANS SHALL BE UL-LISTED "FOR USE WITH
CEILING FANS".
6. REFER TO MECHANICAL EQUIPMENT CONNECTION SCHEDULE FOR APPLICABLE
CIRCUIT REQUIREMENTS.
7. PRIOR TO ROUGH-IN, CONTRACTOR SHALL:
• COORDINATE EXACT REQUIREMENTS OF ALL EQUIPMENT AND APPLIANCES
FURNISHED BY OTHERS.
• COORDINATE LIGHTING FIXTURE LOCATIONS WITH
ARCHITECTURAL/INTERIORS DRAWINGS.
8. SEVERAL DWELLING UNIT CIRCUITS AND RECEPTACLES ARE REQUIRED TO BE AFCI-
AND/OR GFCI-PROTECTED. REFER TO DRAWINGS AND LOAD CENTER SCHEDULES
FOR MORE INFORMATION.
9. FOR DWELLING UNITS DESIGNATED TO HAVE ACCESSIBLE MOBILITY FEATURES :
• LOAD CENTER SHALL BE INSTALLED SO THAT NO TRIM LATCH OR BREAKER IS
GREATER THAN 48" AFF.
• TOGGLE SWITCHES SHALL BE FIELD-INSTALLED AND WIRED FOR THE RANGE
HOOD/LIGHT CIRCUIT. SWITCHES SHALL BE MOUNTED ABOVE COUNTER
WITHIN REQUIRED REACH RANGES AND CONTROL THE LIGHTS INDEPENDENT
OF THE FAN .
10. FOR DWELLING UNITS DESIGNATED TO HAVE COMMUNICATION FEATURES FOR
SENSORY-IMPAIRED (HEARING OR VISION):
• FURNISH AND INSTALL AN EDWARDS (OR EQUAL) "DOORBELL" SYSTEM (CAT#
7005-G5), CONSISTING OF A LOW-VOLTAGE TRANSFORMER, PUSHBUTTON AND
HORN/STROBE. LOCATE PUSHBUTTON WITH COVERPLATE (CAT# 147-10)
OUTSIDE OF ENTRY DOOR, TRANSFORMER CONCEALED WITHIN CLOTHES
CLOSET, AND HORN/STROBE WITHIN LIVING ROOM.
• EACH FIRE ALARM SYSTEM AUDIBLE APPLIANCE SHALL BE EQUIPPED WITH A
VISUAL DEVICE.
• A FIRE ALARM VISUAL DEVICE SHALL BE INSTALLED IN EACH BATHROOM.
• REFER TO DETAIL INCLUDED IN THESE DRAWINGS FOR WIRING DIAGRAM OF
SMOKE ALARMS AND FIRE ALARM DEVICES.
11. FOR EACH DWELLING UNIT LOCATED AT GRADE-LEVEL OR ON A FLOOR
ACCESSIBLE BY ELEVATOR:
• LOAD CENTER SHALL BE INSTALLED SO THAT NO TRIM LATCH OR BREAKER IS
GREATER THAN 48"AFF.
• FOR ALL DESIGNATED "ANSI TYPE A" UNITS, TOGGLE SWITCHES SHALL BE
FIELD-INSTALLED AND WIRED FOR THE RANGE HOOD/LIGHT CIRCUIT.
SWITCHES SHALL BE MOUNTED ABOVE COUNTER WITHIN REQUIRED REACH
RANGES AND CONTROL THE LIGHT INDEPENDENT OF THE FAN.
12. UNLESS DIRECTED OTHERWISE, DESIGNATED "ANSI TYPE A" UNITS SHALL HAVE
COMMUNICATION FEATURES FOR SENSORY-IMPAIRED (HEARING OR VISION):
• FURNISH AND INSTALL AN EDWARDS (OR EQUAL) "DOORBELL" SYSTEM (CAT#
7005-G5), CONSISTING OF A LOW-VOLTAGE TRANSFORMER, PUSHBUTTON AND
HORN/STROBE. LOCATE PUSHBUTTON WITH COVERPLATE (CAT# 147-10)
OUTSIDE OF ENTRY DOOR, TRANSFORMER CONCEALED WITHIN CLOTHES
CLOSET, AND HORN/STROBE WITHIN LIVING ROOM.
• EACH FIRE ALARM SYSTEM AUDIBLE APPLIANCE SHALL BE EQUIPPED WITH A
VISUAL DEVICE.
• A FIRE ALARM VISUAL DEVICE SHALL BE INSTALLED IN EACH BATHROOM.
• REFER TO DETAIL INCLUDED IN THESE DRAWINGS FOR WIRING DIAGRAM OF
SMOKE ALARMS AND FIRE ALARM DEVICES.
13. WHERE APPLICABLE, KITCHEN RECEPTACLE CIRCUIT SHALL POWER GAS COOKTOP
IGNITER.
14. RECEPTACLE LAYOUTS SHOWN IN UNITS ARE BASED ON MINIMUM NEC
REQUIREMENTS. CONTRACTOR SHALL REVIEW LAYOUTS AND PROVIDE ANY
ADDITIONAL RECEPTACLES NEEDED TO BE IN COMPLIANCE WITH NEC BASED ON
ACTUAL FIELD INSTALLED LOCATIONS.
KEY NOTES (DESIGNATED BY " # ")
1. NEMA 5-20R FOR CLOTHES WASHER. CIRCUIT SHALL BE 2#12, #12G.
2. NEMA 14-30R FOR CLOTHES DRYER. CIRCUIT SHALL BE 3#10, #10G.
3. NEMA 14-50R FOR RANGE/OVEN. CIRCUIT SHALL BE 3#6, #10G.
4. NEMA 5-20R FOR MICROWAVE/EXHAUST HOOD. CIRCUIT SHALL BE 2#12, #12G.
LOCATE RECEPTACLE IN CABINETRY ABOVE. RECEPTACLE MAY BE LOCATED
BELOW COUNTER IN ACCESSIBLE UNITS. REFER TO ARCHITECTURAL KITCHEN
ELEVATIONS FOR FURTHER INFORMATION.
5. FOR SINK DISPOSAL/DISHWASHER CONNECTION, INSTALL SPLIT-WIRED NEMA 5-20R
DUPLEX WITHIN BASE CABINET. RECEPTACLE SHALL BE ACCESSIBLE AND LOCATED
IN CABINET ADJACENT TO DISHWASHER. DISHWASHER CORD LENGTH SHALL NOT
EXCEED 6'-6".
6. DISCONNECT SWITCH FOR AIR-HANDLING UNIT.
7. JUNCTION BOX FOR CONNECTION TO WATER HEATER. CIRCUIT SHALL BE 2#10, 1#
10G.
8. INSTALL RECEPTACLE NO MORE THAN 12" BELOW COUNTERTOP, PROVIDED THAT
THE COUNTERTOP EXTENDS NO MORE THAN 6" BEYOND ITS SUPPORT BASE.
9. PROVIDE JUNCTION BOX FOR POWER TO OUTSIDE AIR FAN (OAF), SPEED
CONTROLLER AND RELAY PROVIDED BY DIVISION 23.OAF SHALL BE PROVIDED
WITH MOTOR RATED DISCONNECT SWITCH AS PART OF THE MECHANICAL
SUBMITTAL.CONTRACTOR SHALL COORDINATE AND INSTALL DISCONNECT TO
MEET NEC WORKING CLEARANCE REQUIREMENTS.CONNECT TO THE NEAREST
LIGHTING & RECEPTACLE CIRCUIT. COORDINATE EXACT REQUIEMENTS WITH THE
MECHANICAL CONTRACTOR PRIOR TO INSTALLATION.
10. PROVIDE RECEPTACLE FOR TELECOMMUNICATIONS STRUCTURED MEDIA CENTER
PANEL (MP). COORDINATE EXACT LOCATION AND MOUNTING HEIGHT WITH
TELECOM DRAWINGS BEFORE INSTALLATION.
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:56:22 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE04.02
IMW MJS
2247601
UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/4" = 1'-0"
UNIT A61
Scale: 1/4" = 1'-0"
UNIT AD22
RECEPTACLE WOULD FOLLOW
MEASURED AS THE SHORTEST PATH THE CORD OF AN APPLIANCE CONNECTED TO THE
*GFCI NOT REQUIRED WHERE RECEPTACLE IS MORE THAN 6FT FROM THE EDGE OF A SINK
48" AFF.
DESIGNATED IBC ACCESSIBLE, TYPE A OR B, MAXIMUM HEIGHT TO ANY DEVICE HANDLE SHALL BE
2. FOR DWELLING UNITS DESIGNATED TO HAVE ACCESSIBLE MOBILITY FEATURES, OR THOSE
DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY.
NOTES:1. BREAKERS PROTECTING MULTI-WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD-LOCK
23 SPACE SPACE 24
21 -----SPACE 22
19 20/2 OUTDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 20
17 -----LIGHTS & RECEPTACLES AFCI 15/1 18
15 50/2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 16
13 -----REFRIGERATOR AFCI/GFCI 15/1*14
11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 20/1 12
9 20/1*AFCI/GFCI MICROWAVE OVEN WASHER AFCI/GFCI 20/1 10
7 -----DISPOSAL AFCI/GFCI 20/1 8
5 30/2 GFCI DRYER DISHWASHER AFCI/GFCI 20/1 6
3 -----KIT/DINING RECEPTACLES AFCI 20/1 4
1 50/2*GFCI RANGE KITCHEN RECEPTACLES AFCI 20/1 2
#POLES TYPE A B TYPE POLES #
CKT TRIP /BKR
DESCRIPTION
PHASE
DESCRIPTION
BKR TRIP /CKT
MAIN:125A MLO VOLTAGE:208/120 PHASE:1 WIRE:3 RECESSED AIC:10,000
LOAD CENTER SCHEDULE - AD2
VOLTAGE:208/120 PHASE:1 118.0 AMPS
TOTAL 24.5 KVA
N.E.C. 220-82
HVAC (HEATING)6.4 KVA X 65 %4.2 KVA
HVAC (COOLING)N/A KVA X 100 %KVA
HVAC (HEAT PUMP)2.5 KVA X 100 %2.5 KVA
REMAINDER 19.7 KVA X 40 %7.9 KVA
1ST 10 KW 10.0 KVA X 100 %10.0 KVA
DEMAND FACTOR
SUBTOTAL 29.7 KVA
WATER HEATERS 4500 VA 4.5 KVA
MICROWAVE/HOOD 1500 VA 1.5 KVA
DISHWASHERS 1200 VA 1.2 KVA
DISPOSALS 800 VA 0.8 KVA
REFRIGERAT...1500 VA 1.5 KVA
DRYERS 5000 VA 5.0 KVA
RANGES 8000 VA 8.0 KVA
KITCHEN/LAUNDRY 4500 VA 4.5 KVA
SQUARE FOOTAGE 896 SF X 3 VA/SF 2.7 KVA
UNIT "AD2"
RECEPTACLE WOULD FOLLOW
MEASURED AS THE SHORTEST PATH THE CORD OF AN APPLIANCE CONNECTED TO THE
*GFCI NOT REQUIRED WHERE RECEPTACLE IS MORE THAN 6FT FROM THE EDGE OF A SINK
48" AFF.
DESIGNATED IBC ACCESSIBLE, TYPE A OR B, MAXIMUM HEIGHT TO ANY DEVICE HANDLE SHALL BE
2. FOR DWELLING UNITS DESIGNATED TO HAVE ACCESSIBLE MOBILITY FEATURES, OR THOSE
DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY.
NOTES:1. BREAKERS PROTECTING MULTI-WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD-LOCK
23 SPACE SPACE 24
21 -----SPACE 22
19 15/2 OUTDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 20
17 -----LIGHTS & RECEPTACLES AFCI 15/1 18
15 35/2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 16
13 -----REFRIGERATOR AFCI/GFCI 15/1*14
11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 20/1 12
9 20/1*AFCI/GFCI MICROWAVE OVEN WASHER AFCI/GFCI 20/1 10
7 -----DISPOSAL AFCI/GFCI 20/1 8
5 30/2 GFCI DRYER DISHWASHER AFCI/GFCI 20/1 6
3 -----KIT/DINING RECEPTACLES AFCI 20/1 4
1 50/2*GFCI RANGE KITCHEN RECEPTACLES AFCI 20/1 2
#POLES TYPE A B TYPE POLES #
CKT TRIP /BKR
DESCRIPTION
PHASE
DESCRIPTION
BKR TRIP /CKT
MAIN:125A MLO VOLTAGE:208/120 PHASE:1 WIRE:3 RECESSED AIC:10,000
LOAD CENTER SCHEDULE - A6
VOLTAGE:208/120 PHASE:1 107.7 AMPS
TOTAL 22.4 KVA
N.E.C. 220-82
HVAC (HEATING)4.2 KVA X 65 %2.7 KVA
HVAC (COOLING)N/A KVA X 100 %KVA
HVAC (HEAT PUMP)2.0 KVA X 100 %2.0 KVA
REMAINDER 19.2 KVA X 40 %7.7 KVA
1ST 10 KW 10.0 KVA X 100 %10.0 KVA
DEMAND FACTOR
SUBTOTAL 29.2 KVA
WATER HEATERS 4500 VA 4.5 KVA
MICROWAVE/HOOD 1500 VA 1.5 KVA
DISHWASHERS 1200 VA 1.2 KVA
DISPOSALS 800 VA 0.8 KVA
REFRIGERAT...1500 VA 1.5 KVA
DRYERS 5000 VA 5.0 KVA
RANGES 8000 VA 8.0 KVA
KITCHEN/LAUNDRY 4500 VA 4.5 KVA
SQUARE FOOTAGE 726 SF X 3 VA/SF 2.2 KVA
UNIT "A6"
J
H HH
SA
SA
CACATV
TVTVCACASA SAHH
H JTVTV
TV
PANEL
8
8
5
4
3
7 6
1
2
10
WP
PANEL
5 3 4
8 8
2 1
6
7
10
WP
GENERAL NOTES
1. LOCATION OF SMOKE ALARMS SHALL BE NO LESS THAN 36" FROM A BATHROOM
DOOR, SUPPLY AIR REGISTER, OR TIP OF A CEILING FAN BLADE, AND SHALL BE NO
LESS THAN 10' FROM A FIXED COOKING APPLIANCE. WHERE WALL MOUNTED, TOP
OF DEVICE SHALL BE NO GREATER THAN 12" FROM CEILING. COORDINATE
LOCATION WITH SOFFITS AND CROWN MOLDING (WHERE PRESENT).
2. SMOKE AND CO ALARMS SHALL BE WIRED TO AN UNSWITCHED LIGHTING AND
RECEPTACLE CIRCUIT. ALARM DEVICES WITHIN A DWELLING UNIT SHALL BE
PROVIDED WITH AUXILIARY CONTACTS AND WIRED SO THAT UPON THE ACTIVATION
OF ANY ALARM IN THE DWELLING UNIT, ALL SMOKE AND CO ALARMS WITHIN THE
DWELLING SHALL SIGNAL AN ALARM.
3. REFER TO "ELECTRICAL DEVICES-DWELLING UNIT KITCHEN" DETAIL INCLUDED IN
THESE DRAWINGS FOR DIMENSIONAL INFORMATION OF DEVICES AT CORNERS
(WHERE APPLICABLE).
4. ALL 120V, 15-AND 20-AMP RECEPTACLES IN DWELLING UNITS SHALL BE LISTED
TAMPER-RESISTANT TYPE.
5. OUTLET BOXES INSTALLED FOR CEILING FANS SHALL BE UL-LISTED "FOR USE WITH
CEILING FANS".
6. REFER TO MECHANICAL EQUIPMENT CONNECTION SCHEDULE FOR APPLICABLE
CIRCUIT REQUIREMENTS.
7. PRIOR TO ROUGH-IN, CONTRACTOR SHALL:
• COORDINATE EXACT REQUIREMENTS OF ALL EQUIPMENT AND APPLIANCES
FURNISHED BY OTHERS.
• COORDINATE LIGHTING FIXTURE LOCATIONS WITH
ARCHITECTURAL/INTERIORS DRAWINGS.
8. SEVERAL DWELLING UNIT CIRCUITS AND RECEPTACLES ARE REQUIRED TO BE AFCI-
AND/OR GFCI-PROTECTED. REFER TO DRAWINGS AND LOAD CENTER SCHEDULES
FOR MORE INFORMATION.
9. FOR DWELLING UNITS DESIGNATED TO HAVE ACCESSIBLE MOBILITY FEATURES :
• LOAD CENTER SHALL BE INSTALLED SO THAT NO TRIM LATCH OR BREAKER IS
GREATER THAN 48" AFF.
• TOGGLE SWITCHES SHALL BE FIELD-INSTALLED AND WIRED FOR THE RANGE
HOOD/LIGHT CIRCUIT. SWITCHES SHALL BE MOUNTED ABOVE COUNTER
WITHIN REQUIRED REACH RANGES AND CONTROL THE LIGHTS INDEPENDENT
OF THE FAN .
10. FOR DWELLING UNITS DESIGNATED TO HAVE COMMUNICATION FEATURES FOR
SENSORY-IMPAIRED (HEARING OR VISION):
• FURNISH AND INSTALL AN EDWARDS (OR EQUAL) "DOORBELL" SYSTEM (CAT#
7005-G5), CONSISTING OF A LOW-VOLTAGE TRANSFORMER, PUSHBUTTON AND
HORN/STROBE. LOCATE PUSHBUTTON WITH COVERPLATE (CAT# 147-10)
OUTSIDE OF ENTRY DOOR, TRANSFORMER CONCEALED WITHIN CLOTHES
CLOSET, AND HORN/STROBE WITHIN LIVING ROOM.
• EACH FIRE ALARM SYSTEM AUDIBLE APPLIANCE SHALL BE EQUIPPED WITH A
VISUAL DEVICE.
• A FIRE ALARM VISUAL DEVICE SHALL BE INSTALLED IN EACH BATHROOM.
• REFER TO DETAIL INCLUDED IN THESE DRAWINGS FOR WIRING DIAGRAM OF
SMOKE ALARMS AND FIRE ALARM DEVICES.
11. FOR EACH DWELLING UNIT LOCATED AT GRADE-LEVEL OR ON A FLOOR
ACCESSIBLE BY ELEVATOR:
• LOAD CENTER SHALL BE INSTALLED SO THAT NO TRIM LATCH OR BREAKER IS
GREATER THAN 48"AFF.
• FOR ALL DESIGNATED "ANSI TYPE A" UNITS, TOGGLE SWITCHES SHALL BE
FIELD-INSTALLED AND WIRED FOR THE RANGE HOOD/LIGHT CIRCUIT.
SWITCHES SHALL BE MOUNTED ABOVE COUNTER WITHIN REQUIRED REACH
RANGES AND CONTROL THE LIGHT INDEPENDENT OF THE FAN.
12. UNLESS DIRECTED OTHERWISE, DESIGNATED "ANSI TYPE A" UNITS SHALL HAVE
COMMUNICATION FEATURES FOR SENSORY-IMPAIRED (HEARING OR VISION):
• FURNISH AND INSTALL AN EDWARDS (OR EQUAL) "DOORBELL" SYSTEM (CAT#
7005-G5), CONSISTING OF A LOW-VOLTAGE TRANSFORMER, PUSHBUTTON AND
HORN/STROBE. LOCATE PUSHBUTTON WITH COVERPLATE (CAT# 147-10)
OUTSIDE OF ENTRY DOOR, TRANSFORMER CONCEALED WITHIN CLOTHES
CLOSET, AND HORN/STROBE WITHIN LIVING ROOM.
• EACH FIRE ALARM SYSTEM AUDIBLE APPLIANCE SHALL BE EQUIPPED WITH A
VISUAL DEVICE.
• A FIRE ALARM VISUAL DEVICE SHALL BE INSTALLED IN EACH BATHROOM.
• REFER TO DETAIL INCLUDED IN THESE DRAWINGS FOR WIRING DIAGRAM OF
SMOKE ALARMS AND FIRE ALARM DEVICES.
13. WHERE APPLICABLE, KITCHEN RECEPTACLE CIRCUIT SHALL POWER GAS COOKTOP
IGNITER.
14. RECEPTACLE LAYOUTS SHOWN IN UNITS ARE BASED ON MINIMUM NEC
REQUIREMENTS. CONTRACTOR SHALL REVIEW LAYOUTS AND PROVIDE ANY
ADDITIONAL RECEPTACLES NEEDED TO BE IN COMPLIANCE WITH NEC BASED ON
ACTUAL FIELD INSTALLED LOCATIONS.
KEY NOTES (DESIGNATED BY " # ")
1. NEMA 5-20R FOR CLOTHES WASHER. CIRCUIT SHALL BE 2#12, #12G.
2. NEMA 14-30R FOR CLOTHES DRYER. CIRCUIT SHALL BE 3#10, #10G.
3. NEMA 14-50R FOR RANGE/OVEN. CIRCUIT SHALL BE 3#6, #10G.
4. NEMA 5-20R FOR MICROWAVE/EXHAUST HOOD. CIRCUIT SHALL BE 2#12, #12G.
LOCATE RECEPTACLE IN CABINETRY ABOVE. RECEPTACLE MAY BE LOCATED
BELOW COUNTER IN ACCESSIBLE UNITS. REFER TO ARCHITECTURAL KITCHEN
ELEVATIONS FOR FURTHER INFORMATION.
5. FOR SINK DISPOSAL/DISHWASHER CONNECTION, INSTALL SPLIT-WIRED NEMA 5-20R
DUPLEX WITHIN BASE CABINET. RECEPTACLE SHALL BE ACCESSIBLE AND LOCATED
IN CABINET ADJACENT TO DISHWASHER. DISHWASHER CORD LENGTH SHALL NOT
EXCEED 6'-6".
6. DISCONNECT SWITCH FOR AIR-HANDLING UNIT.
7. JUNCTION BOX FOR CONNECTION TO WATER HEATER. CIRCUIT SHALL BE 2#10, 1#
10G.
8. INSTALL RECEPTACLE NO MORE THAN 12" BELOW COUNTERTOP, PROVIDED THAT
THE COUNTERTOP EXTENDS NO MORE THAN 6" BEYOND ITS SUPPORT BASE.
9. PROVIDE JUNCTION BOX FOR POWER TO OUTSIDE AIR FAN (OAF), SPEED
CONTROLLER AND RELAY PROVIDED BY DIVISION 23.OAF SHALL BE PROVIDED
WITH MOTOR RATED DISCONNECT SWITCH AS PART OF THE MECHANICAL
SUBMITTAL.CONTRACTOR SHALL COORDINATE AND INSTALL DISCONNECT TO
MEET NEC WORKING CLEARANCE REQUIREMENTS.CONNECT TO THE NEAREST
LIGHTING & RECEPTACLE CIRCUIT. COORDINATE EXACT REQUIEMENTS WITH THE
MECHANICAL CONTRACTOR PRIOR TO INSTALLATION.
10. PROVIDE RECEPTACLE FOR TELECOMMUNICATIONS STRUCTURED MEDIA CENTER
PANEL (MP). COORDINATE EXACT LOCATION AND MOUNTING HEIGHT WITH
TELECOM DRAWINGS BEFORE INSTALLATION.
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:56:28 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE04.03
IMW MJS
2247601
UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/4" = 1'-0"
UNIT B11
Scale: 1/4" = 1'-0"
UNIT B22
RECEPTACLE WOULD FOLLOW
MEASURED AS THE SHORTEST PATH THE CORD OF AN APPLIANCE CONNECTED TO THE
*GFCI NOT REQUIRED WHERE RECEPTACLE IS MORE THAN 6FT FROM THE EDGE OF A SINK
48" AFF.
DESIGNATED IBC ACCESSIBLE, TYPE A OR B, MAXIMUM HEIGHT TO ANY DEVICE HANDLE SHALL BE
2. FOR DWELLING UNITS DESIGNATED TO HAVE ACCESSIBLE MOBILITY FEATURES, OR THOSE
DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY.
NOTES:1. BREAKERS PROTECTING MULTI-WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD-LOCK
23 SPACE SPACE 24
21 -----SPACE 22
19 20/2 OUTDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 20
17 -----LIGHTS & RECEPTACLES AFCI 15/1 18
15 50/2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 16
13 -----REFRIGERATOR AFCI/GFCI 15/1*14
11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 20/1 12
9 20/1*AFCI/GFCI MICROWAVE OVEN WASHER AFCI/GFCI 20/1 10
7 -----DISPOSAL AFCI/GFCI 20/1 8
5 30/2 GFCI DRYER DISHWASHER AFCI/GFCI 20/1 6
3 -----KIT/DINING RECEPTACLES AFCI 20/1 4
1 50/2*GFCI RANGE KITCHEN RECEPTACLES AFCI 20/1 2
#POLES TYPE A B TYPE POLES #
CKT TRIP /BKR
DESCRIPTION
PHASE
DESCRIPTION
BKR TRIP /CKT
MAIN:125A MLO VOLTAGE:208/120 PHASE:1 WIRE:3 RECESSED AIC:10,000
LOAD CENTER SCHEDULE - B2
VOLTAGE:208/120 PHASE:1 119.0 AMPS
TOTAL 24.7 KVA
N.E.C. 220-82
HVAC (HEATING)6.4 KVA X 65 %4.2 KVA
HVAC (COOLING)N/A KVA X 100 %KVA
HVAC (HEAT PUMP)2.5 KVA X 100 %2.5 KVA
REMAINDER 20.2 KVA X 40 %8.1 KVA
1ST 10 KW 10.0 KVA X 100 %10.0 KVA
DEMAND FACTOR
SUBTOTAL 30.2 KVA
WATER HEATERS 4500 VA 4.5 KVA
MICROWAVE/HOOD 1500 VA 1.5 KVA
DISHWASHERS 1200 VA 1.2 KVA
DISPOSALS 800 VA 0.8 KVA
REFRIGERAT...1500 VA 1.5 KVA
DRYERS 5000 VA 5.0 KVA
RANGES 8000 VA 8.0 KVA
KITCHEN/LAUNDRY 4500 VA 4.5 KVA
SQUARE FOOTAGE 1072 SF X 3 VA/SF 3.2 KVA
UNIT "B2"
RECEPTACLE WOULD FOLLOW
MEASURED AS THE SHORTEST PATH THE CORD OF AN APPLIANCE CONNECTED TO THE
*GFCI NOT REQUIRED WHERE RECEPTACLE IS MORE THAN 6FT FROM THE EDGE OF A SINK
48" AFF.
DESIGNATED IBC ACCESSIBLE, TYPE A OR B, MAXIMUM HEIGHT TO ANY DEVICE HANDLE SHALL BE
2. FOR DWELLING UNITS DESIGNATED TO HAVE ACCESSIBLE MOBILITY FEATURES, OR THOSE
DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY.
NOTES:1. BREAKERS PROTECTING MULTI-WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD-LOCK
23 SPACE SPACE 24
21 -----SPACE 22
19 20/2 OUTDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 20
17 -----LIGHTS & RECEPTACLES AFCI 15/1 18
15 50/2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 16
13 -----REFRIGERATOR AFCI/GFCI 15/1*14
11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 20/1 12
9 20/1*AFCI/GFCI MICROWAVE OVEN WASHER AFCI/GFCI 20/1 10
7 -----DISPOSAL AFCI/GFCI 20/1 8
5 30/2 GFCI DRYER DISHWASHER AFCI/GFCI 20/1 6
3 -----KIT/DINING RECEPTACLES AFCI 20/1 4
1 50/2*GFCI RANGE KITCHEN RECEPTACLES AFCI 20/1 2
#POLES TYPE A B TYPE POLES #
CKT TRIP /BKR
DESCRIPTION
PHASE
DESCRIPTION
BKR TRIP /CKT
MAIN:125A MLO VOLTAGE:208/120 PHASE:1 WIRE:3 RECESSED AIC:10,000
LOAD CENTER SCHEDULE - B1
VOLTAGE:208/120 PHASE:1 118.8 AMPS
TOTAL 24.7 KVA
N.E.C. 220-82
HVAC (HEATING)6.4 KVA X 65 %4.2 KVA
HVAC (COOLING)N/A KVA X 100 %KVA
HVAC (HEAT PUMP)2.5 KVA X 100 %2.5 KVA
REMAINDER 20.1 KVA X 40 %8.0 KVA
1ST 10 KW 10.0 KVA X 100 %10.0 KVA
DEMAND FACTOR
SUBTOTAL 30.1 KVA
WATER HEATERS 4500 VA 4.5 KVA
MICROWAVE/HOOD 1500 VA 1.5 KVA
DISHWASHERS 1200 VA 1.2 KVA
DISPOSALS 800 VA 0.8 KVA
REFRIGERAT...1500 VA 1.5 KVA
DRYERS 5000 VA 5.0 KVA
RANGES 8000 VA 8.0 KVA
KITCHEN/LAUNDRY 4500 VA 4.5 KVA
SQUARE FOOTAGE 1036 SF X 3 VA/SF 3.1 KVA
UNIT "B1"
JTVTVTVSA
SA
CACAH HH
PANEL
WP
1
2
4
3
5
7 6
8
8
10
GENERAL NOTES
1. LOCATION OF SMOKE ALARMS SHALL BE NO LESS THAN 36" FROM A BATHROOM
DOOR, SUPPLY AIR REGISTER, OR TIP OF A CEILING FAN BLADE, AND SHALL BE NO
LESS THAN 10' FROM A FIXED COOKING APPLIANCE. WHERE WALL MOUNTED, TOP
OF DEVICE SHALL BE NO GREATER THAN 12" FROM CEILING. COORDINATE
LOCATION WITH SOFFITS AND CROWN MOLDING (WHERE PRESENT).
2. SMOKE AND CO ALARMS SHALL BE WIRED TO AN UNSWITCHED LIGHTING AND
RECEPTACLE CIRCUIT. ALARM DEVICES WITHIN A DWELLING UNIT SHALL BE
PROVIDED WITH AUXILIARY CONTACTS AND WIRED SO THAT UPON THE ACTIVATION
OF ANY ALARM IN THE DWELLING UNIT, ALL SMOKE AND CO ALARMS WITHIN THE
DWELLING SHALL SIGNAL AN ALARM.
3. REFER TO "ELECTRICAL DEVICES-DWELLING UNIT KITCHEN" DETAIL INCLUDED IN
THESE DRAWINGS FOR DIMENSIONAL INFORMATION OF DEVICES AT CORNERS
(WHERE APPLICABLE).
4. ALL 120V, 15-AND 20-AMP RECEPTACLES IN DWELLING UNITS SHALL BE LISTED
TAMPER-RESISTANT TYPE.
5. OUTLET BOXES INSTALLED FOR CEILING FANS SHALL BE UL-LISTED "FOR USE WITH
CEILING FANS".
6. REFER TO MECHANICAL EQUIPMENT CONNECTION SCHEDULE FOR APPLICABLE
CIRCUIT REQUIREMENTS.
7. PRIOR TO ROUGH-IN, CONTRACTOR SHALL:
• COORDINATE EXACT REQUIREMENTS OF ALL EQUIPMENT AND APPLIANCES
FURNISHED BY OTHERS.
• COORDINATE LIGHTING FIXTURE LOCATIONS WITH
ARCHITECTURAL/INTERIORS DRAWINGS.
8. SEVERAL DWELLING UNIT CIRCUITS AND RECEPTACLES ARE REQUIRED TO BE AFCI-
AND/OR GFCI-PROTECTED. REFER TO DRAWINGS AND LOAD CENTER SCHEDULES
FOR MORE INFORMATION.
9. FOR DWELLING UNITS DESIGNATED TO HAVE ACCESSIBLE MOBILITY FEATURES :
• LOAD CENTER SHALL BE INSTALLED SO THAT NO TRIM LATCH OR BREAKER IS
GREATER THAN 48" AFF.
• TOGGLE SWITCHES SHALL BE FIELD-INSTALLED AND WIRED FOR THE RANGE
HOOD/LIGHT CIRCUIT. SWITCHES SHALL BE MOUNTED ABOVE COUNTER
WITHIN REQUIRED REACH RANGES AND CONTROL THE LIGHTS INDEPENDENT
OF THE FAN .
10. FOR DWELLING UNITS DESIGNATED TO HAVE COMMUNICATION FEATURES FOR
SENSORY-IMPAIRED (HEARING OR VISION):
• FURNISH AND INSTALL AN EDWARDS (OR EQUAL) "DOORBELL" SYSTEM (CAT#
7005-G5), CONSISTING OF A LOW-VOLTAGE TRANSFORMER, PUSHBUTTON AND
HORN/STROBE. LOCATE PUSHBUTTON WITH COVERPLATE (CAT# 147-10)
OUTSIDE OF ENTRY DOOR, TRANSFORMER CONCEALED WITHIN CLOTHES
CLOSET, AND HORN/STROBE WITHIN LIVING ROOM.
• EACH FIRE ALARM SYSTEM AUDIBLE APPLIANCE SHALL BE EQUIPPED WITH A
VISUAL DEVICE.
• A FIRE ALARM VISUAL DEVICE SHALL BE INSTALLED IN EACH BATHROOM.
• REFER TO DETAIL INCLUDED IN THESE DRAWINGS FOR WIRING DIAGRAM OF
SMOKE ALARMS AND FIRE ALARM DEVICES.
11. FOR EACH DWELLING UNIT LOCATED AT GRADE-LEVEL OR ON A FLOOR
ACCESSIBLE BY ELEVATOR:
• LOAD CENTER SHALL BE INSTALLED SO THAT NO TRIM LATCH OR BREAKER IS
GREATER THAN 48"AFF.
• FOR ALL DESIGNATED "ANSI TYPE A" UNITS, TOGGLE SWITCHES SHALL BE
FIELD-INSTALLED AND WIRED FOR THE RANGE HOOD/LIGHT CIRCUIT.
SWITCHES SHALL BE MOUNTED ABOVE COUNTER WITHIN REQUIRED REACH
RANGES AND CONTROL THE LIGHT INDEPENDENT OF THE FAN.
12. UNLESS DIRECTED OTHERWISE, DESIGNATED "ANSI TYPE A" UNITS SHALL HAVE
COMMUNICATION FEATURES FOR SENSORY-IMPAIRED (HEARING OR VISION):
• FURNISH AND INSTALL AN EDWARDS (OR EQUAL) "DOORBELL" SYSTEM (CAT#
7005-G5), CONSISTING OF A LOW-VOLTAGE TRANSFORMER, PUSHBUTTON AND
HORN/STROBE. LOCATE PUSHBUTTON WITH COVERPLATE (CAT# 147-10)
OUTSIDE OF ENTRY DOOR, TRANSFORMER CONCEALED WITHIN CLOTHES
CLOSET, AND HORN/STROBE WITHIN LIVING ROOM.
• EACH FIRE ALARM SYSTEM AUDIBLE APPLIANCE SHALL BE EQUIPPED WITH A
VISUAL DEVICE.
• A FIRE ALARM VISUAL DEVICE SHALL BE INSTALLED IN EACH BATHROOM.
• REFER TO DETAIL INCLUDED IN THESE DRAWINGS FOR WIRING DIAGRAM OF
SMOKE ALARMS AND FIRE ALARM DEVICES.
13. WHERE APPLICABLE, KITCHEN RECEPTACLE CIRCUIT SHALL POWER GAS COOKTOP
IGNITER.
14. RECEPTACLE LAYOUTS SHOWN IN UNITS ARE BASED ON MINIMUM NEC
REQUIREMENTS. CONTRACTOR SHALL REVIEW LAYOUTS AND PROVIDE ANY
ADDITIONAL RECEPTACLES NEEDED TO BE IN COMPLIANCE WITH NEC BASED ON
ACTUAL FIELD INSTALLED LOCATIONS.
KEY NOTES (DESIGNATED BY " # ")
1. NEMA 5-20R FOR CLOTHES WASHER. CIRCUIT SHALL BE 2#12, #12G.
2. NEMA 14-30R FOR CLOTHES DRYER. CIRCUIT SHALL BE 3#10, #10G.
3. NEMA 14-50R FOR RANGE/OVEN. CIRCUIT SHALL BE 3#6, #10G.
4. NEMA 5-20R FOR MICROWAVE/EXHAUST HOOD. CIRCUIT SHALL BE 2#12, #12G.
LOCATE RECEPTACLE IN CABINETRY ABOVE. RECEPTACLE MAY BE LOCATED
BELOW COUNTER IN ACCESSIBLE UNITS. REFER TO ARCHITECTURAL KITCHEN
ELEVATIONS FOR FURTHER INFORMATION.
5. FOR SINK DISPOSAL/DISHWASHER CONNECTION, INSTALL SPLIT-WIRED NEMA 5-20R
DUPLEX WITHIN BASE CABINET. RECEPTACLE SHALL BE ACCESSIBLE AND LOCATED
IN CABINET ADJACENT TO DISHWASHER. DISHWASHER CORD LENGTH SHALL NOT
EXCEED 6'-6".
6. DISCONNECT SWITCH FOR AIR-HANDLING UNIT.
7. JUNCTION BOX FOR CONNECTION TO WATER HEATER. CIRCUIT SHALL BE 2#10, 1#
10G.
8. INSTALL RECEPTACLE NO MORE THAN 12" BELOW COUNTERTOP, PROVIDED THAT
THE COUNTERTOP EXTENDS NO MORE THAN 6" BEYOND ITS SUPPORT BASE.
9. PROVIDE JUNCTION BOX FOR POWER TO OUTSIDE AIR FAN (OAF), SPEED
CONTROLLER AND RELAY PROVIDED BY DIVISION 23.OAF SHALL BE PROVIDED
WITH MOTOR RATED DISCONNECT SWITCH AS PART OF THE MECHANICAL
SUBMITTAL.CONTRACTOR SHALL COORDINATE AND INSTALL DISCONNECT TO
MEET NEC WORKING CLEARANCE REQUIREMENTS.CONNECT TO THE NEAREST
LIGHTING & RECEPTACLE CIRCUIT. COORDINATE EXACT REQUIEMENTS WITH THE
MECHANICAL CONTRACTOR PRIOR TO INSTALLATION.
10. PROVIDE RECEPTACLE FOR TELECOMMUNICATIONS STRUCTURED MEDIA CENTER
PANEL (MP). COORDINATE EXACT LOCATION AND MOUNTING HEIGHT WITH
TELECOM DRAWINGS BEFORE INSTALLATION.
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:56:33 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE04.04
IMW MJS
2247601
UNIT PLANS
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCIMW MJS
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 1/4" = 1'-0"
UNIT BA11
VOLTAGE:208/120 PHASE:1 118.8 AMPS
TOTAL 24.7 KVA
N.E.C. 220-82
HVAC (HEATING)6.4 KVA X 65 %4.2 KVA
HVAC (COOLING)N/A KVA X 100 %KVA
HVAC (HEAT PUMP)2.5 KVA X 100 %2.5 KVA
REMAINDER 20.1 KVA X 40 %8.1 KVA
1ST 10 KW 10.0 KVA X 100 %10.0 KVA
DEMAND FACTOR
SUBTOTAL 30.1 KVA
WATER HEATERS 4500 VA 4.5 KVA
MICROWAVE/HOOD 1500 VA 1.5 KVA
DISHWASHERS 1200 VA 1.2 KVA
DISPOSALS 800 VA 0.8 KVA
REFRIGERAT...1500 VA 1.5 KVA
DRYERS 5000 VA 5.0 KVA
RANGES 8000 VA 8.0 KVA
KITCHEN/LAUNDRY 4500 VA 4.5 KVA
SQUARE FOOTAGE 1046 SF X 3 VA/SF 3.1 KVA
UNIT "BA1"
RECEPTACLE WOULD FOLLOW
MEASURED AS THE SHORTEST PATH THE CORD OF AN APPLIANCE CONNECTED TO THE
*GFCI NOT REQUIRED WHERE RECEPTACLE IS MORE THAN 6FT FROM THE EDGE OF A SINK
48" AFF.
DESIGNATED IBC ACCESSIBLE, TYPE A OR B, MAXIMUM HEIGHT TO ANY DEVICE HANDLE SHALL BE
2. FOR DWELLING UNITS DESIGNATED TO HAVE ACCESSIBLE MOBILITY FEATURES, OR THOSE
DEVICE SO THAT CIRCUITS CAN BE DISCONNECTED SIMULTANEOUSLY.
NOTES:1. BREAKERS PROTECTING MULTI-WIRE BRANCH CIRCUITS SHALL BE EQUIPPED WITH A PAD-LOCK
23 SPACE SPACE 24
21 -----SPACE 22
19 20/2 OUTDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 20
17 -----LIGHTS & RECEPTACLES AFCI 15/1 18
15 50/2 INDOOR HVAC LIGHTS & RECEPTACLES AFCI 15/1 16
13 -----REFRIGERATOR AFCI/GFCI 15/1*14
11 30/2 LOCKOFF WATER HEATER BATHROOM CIRCUIT 20/1 12
9 20/1*AFCI/GFCI MICROWAVE OVEN WASHER AFCI/GFCI 20/1 10
7 -----DISPOSAL AFCI/GFCI 20/1 8
5 30/2 GFCI DRYER DISHWASHER AFCI/GFCI 20/1 6
3 -----KIT/DINING RECEPTACLES AFCI 20/1 4
1 50/2*GFCI RANGE KITCHEN RECEPTACLES AFCI 20/1 2
#POLES TYPE A B TYPE POLES #
CKT TRIP /BKR
DESCRIPTION
PHASE
DESCRIPTION
BKR TRIP /CKT
MAIN:125A MLO VOLTAGE:208/120 PHASE:1 WIRE:3 RECESSED AIC:10,000
LOAD CENTER SCHEDULE - BA1
T
TTT
FFFFTFFFFFFFF FFFFFFFFF
F FF
FF
LEVEL 3
LEVEL 4
LEVEL 5
LEVEL 1
LEVEL 2
ROOF
LEVEL 6
LEVEL 7
LEVEL 8
LEVEL 9
LEVEL 10
1600A/3/3R
1600A RETAIL TROUGH
400A/3/3R 400A/3/3R
METERING AND DISCONNECTS
FOR FUTURE RETAIL TENANTS
HH
T-HL
30 kVA
480V-208/120V
HL
400A/3/3R 400A/3/3R
MSR1
2500A
208/120V
SPD
MSR2
2500A
208/120V
SPD
MSR4
2000A
208/120V
SPD
MSR3
2500A
208/120V
SPD
T5
208/120V
MC131600A
MLO
T2
480/277V
T3
208/120V
T1
480/277V
MC25
1200A
MLO
MC27
1200A
MLO
MC29
1200A
MLO
MC35
1200A
MLO
MC36
1600A
MLO
1HES
T-1ES
75 kVA
480V-208/120V
1LES1HEL
T-1EL
45 kVA
480V-208/120V
1LEL
1DHES
600A
ATS-ES
200A
ATS-EL
1200A
MTS-EL
MSC1
3200A
480/277V
SPD
1200A/3/3R
1200A RETAIL TROUGH
400A/3/3R
METERING AND DISCONNECTS
FOR FUTURE RETAIL TENANTS
1000A/3/3R
CT CABINET CT CABINET
300 KW GENSET
G
600A 200A
HHB
T-LHB
112.5 kVA
480V-208/120V
LHB
T-EV
225 kVA
480V-208/120V
DPEV
MC16
1600A
MLO
HP13 LP13
MC13
16 UNITS
UNITLOAD
CENTERS
MC1316 UNITS
UNIT
LOAD
CENTERS
MC1316 UNITS
UNIT
LOAD
CENTERS
MC1616 UNITS
UNIT
LOAD
CENTERS
MC1616 UNITS
UNIT
LOAD
CENTERS
MC1616 UNITS
UNIT
LOAD
CENTERS
MC25
3 UNITS
UNITLOAD
CENTERS
MC253 UNITS
UNIT
LOAD
CENTERS
MC253 UNITS
UNIT
LOAD
CENTERS
MC2519 UNITS
UNIT
LOAD
CENTERS
MC2719 UNITS
UNIT
LOAD
CENTERS
MC2719 UNITS
UNIT
LOAD
CENTERS
MC2919 UNITS
UNIT
LOAD
CENTERS
MC2919 UNITS
UNIT
LOAD
CENTERS
MC35
9 UNITS
UNITLOAD
CENTERS
MC359 UNITS
UNIT
LOAD
CENTERS
MC359 UNITS
UNIT
LOAD
CENTERS
UNIT
LOAD
CENTERS
MC3627 UNITS
UNIT
LOAD
CENTERS
UNIT
LOAD
CENTERS
MC4831 UNITS
UNIT
LOAD
CENTERS
MC4931 UNITS
UNIT
LOAD
CENTERS
MC3627 UNITS
MC48
1600A
MLO
MC49
1200A
MLO
MC3611 UNITS
EH16 EL16
HP25 LP25 EH25 EL25
HP27 LP27
HP29 LP29
EH27 EL27
EH29 EL29 HP49 LP49 EH49 EL49
HP48 LP48 EH48 EL48
HP36 LP36 EH36 EL36
HP35 LP36 EH35 EL35
9 SETS
4 SETS
5 SETS7 SETS
T4
208/120V
7 SETS
6 SETS
7 SETS
UNIT
LOAD
CENTERS
MC4820 UNITS
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
1910 SOUTH BLVD.
CHARLOTTE, NC 28203
PHONE: [phone]
dwelldesignstudio.com
22020579
C-2330
11/29/2022 1:56:36 PMD:\Revit Projects\22020579-MCRT Foundry\22020579-MCRT Foundry-E-r22_IsaacW.rvtE05.01
Author Checker
2247601
ELECTRICAL
RISER
DIAGRAM
SCHEMATIC DESIGN PACKAGE
11/30/2022 SCHEMATIC DESIGN PACKAGE
MILL CREEK
RESIDENTIALTHE FOUNDRY601-622 SOUTH CEDAR ST. CHARLOTTE, NCAuthor Checker
Jordan & Skala
Engineers
4501 Charlotte Park Dr., ●Suite 100
Charlotte, NC 28217
p. 704.599.4377 ●f. 704.509.9330
Project Number:
Drawn By:Checked By:
Certification No.:
DATE DESCRIPTION REV
Scale: 12" = 1'-0"
ELECTRICAL ONE-LINE1
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!(SS-1
SS-2
SG-1 SS-3
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SG-2/A
SG-3/A
CB SG-5/A
SG-4/B
C
B
SG-17/A
C
TW-3 SG-6/A
C
SG-7/A
B
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C A
SB-2
SS-4/SB-1MW-1
B
C B SG-9/ACSG-16/B
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B
MW-3
SG-15/A CSG-14/A B
C SG-10/A
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SG-13/BC
SG-12/A
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SG-8/A
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Excavation ZoneElevatorStairsBuilding FootprintProperty BoundaryApproximate Excavation Depth (ft)41020
EMP Attachment 2.0Sample Location Map
600 Eldridge StreetCharlotte, North Carolina
ProjectManager:JT
DrawnBy:EJK
CheckedBy:__
Legend:
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CH014-4

December 8, 2023 Sent Via E-mail
Welch Liles AP Foundry, LP 1616 Camden Road, Suite 210, Charlotte, NC 28203 [e-mail] Subject: Soil Management Export
Dynamic Auto Works II and Foundry
Charlotte, Mecklenburg County Brownfields Project Nos 26093-22-060 & 17021-13-060 Dear Mr. Liles,
The North Carolina Department of Environmental Quality Brownfields Redevelopment Section (DEQ
Brownfields) received and reviewed a request to export approximately 51,000 cubic yards of soil for the planned redeveloped at the above referenced Brownfields Properties. This request was submitted on your behalf in a Soil Export Request letter report dated December 8, 2023prepared by ONE Environmental Group of the Carolinas, PLLC.

Based on our review of the data, the DEQ Brownfield agrees that these soils may be exported as outlined in the table below. Other Beneficial Fill and Land Clearing & Inert Debris Landfill (LCID) options may be available; however, DEQ requires that the receiving facility be identified and discussed prior to export. The receiving facility should have metals concentrations which are consistent with those from the
Brownfields Properties.

LOCATION ID DEPTH (Ft)1 Est. VOLUME (YD3 MANAGEMENT OPTIONS
EX-0 0-4 1,200 MSWLF
EX-1
0-2 450 Old 27, Griffin Farms, CDLF, MSWLF, TVBF
2-5 675 Old 27, Griffin Farms, CDLF, MSWLF, TVBF
5-10 1,125 Old 27, Griffin Farms, CDLF, MSWLF, TVBF
EX-2
0-2 425 Griffin Farms, CDLF, MSWLF, TVBF 2-5 638 Old 27, CDLF, MSWLF, TVBF 5-10 1,063 Old 27, CDLF, MSWLF, TVBF
10-20 2,125 MSWLF, TVBF
EX-3
0-2 425 CDLF, MSWLF, TVBF
2-5 638 Old 27, Griffin Farms, CDLF, MSWLF, TVBF
5-10 1,063 Old 27, Griffin Farms, CDLF, MSWLF, TVBF 10-20 2,125 Old 27, CDLF, MSWLF, TVBF
LOCATION ID DEPTH (Ft)1 Est. VOLUME (YD3 MANAGEMENT OPTIONS
EX-4
0-2 450 Old 27, Griffin Farms, CDLF, MSWLF, TVBF
2-5 675 Old 27, Griffin Farms, CDLF, MSWLF, TVBF
5-10 1,125 Old 27, Griffin Farms, CDLF, MSWLF, TVBF
10-20 2,250 Old 27, Griffin Farms, CDLF, MSWLF, TVBF
EX-5
0-2 450 Old 27, Griffin Farms, CDLF, MSWLF, TVBF 2-5 675 MSWLF, TVBF 5-10 1,125 Old 27, Griffin Farms, CDLF, MSWLF, TVBF
10-20 2,250 Old 27, Griffin Farms, CDLF, MSWLF, TVBF
EX-6
0-2 400 Old 27, Griffin Farms, CDLF, MSWLF, TVBF
2-5 600 Old 27, CDLF, MSWLF, TVBF
5-10 1,000 Old 27, Griffin Farms, CDLF, MSWLF, TVBF
10-20 2,000 MSWLF, TVBF
EX-7
0-2 400 Old 27, Griffin Farms, CDLF, MSWLF, TVBF 2-5 600 Old 27, Griffin Farms, CDLF, MSWLF, TVBF
5-10 1,000 Old 27, Griffin Farms, CDLF, MSWLF, TVBF
10-20 2,000 Old 27, Griffin Farms, CDLF, MSWLF, TVBF
EX-8
0-2 433 MSWLF, TVBF
2-5 650 MSWLF, TVBF 5-10 1,082 Old 27, Griffin Farms, CDLF, MSWLF, TVBF 10-18.5 1,838 Old 27, Griffin Farms, CDLF, MSWLF, TVBF
EX-9
0-2 600 MSWLF, TVBF
2-5 900 Old 27, Griffin Farms, CDLF, MSWLF, TVBF
5-10 1,500 Old 27, Griffin Farms, CDLF, MSWLF, TVBF
EX-10
0-2 450 Old 27, Griffin Farms, CDLF, MSWLF, TVBF
2-5 675 MSWLF, TVBF 5-10 1,125 MSWLF, TVBF
EX-11
0-2 450 MSWLF, TVBF
2-5 675 MSWLF, TVBF
5-10 1,125 Old 27, Griffin Farms, CDLF, MSWLF, TVBF
10-20 2,250 Old 27, CDLF, MSWLF, TVBF
EX-12
0-2 515 CDLF, MSWLF, TVBF
2-5 772 Old 27, Griffin Farms, CDLF, MSWLF, TVBF 5-10 1,286 Old 27, Griffin Farms, CDLF, MSWLF, TVBF 10-17.5 1,930 Old 27, Griffin Farms, CDLF, MSWLF, TVBF
EX-13
0-2 450 CDLF, MSWLF, TVBF
2-5 675 Old 27, Griffin Farms, CDLF, MSWLF, TVBF
5-10 1,125 Old 27, CDLF, MSWLF, TVBF
10-20 2,250 Old 27, Griffin Farms, CDLF, MSWLF, TVBF
Notes: 1) Depth listed is total depth of available analytical data. Additional sampling would potentially be required beyond these depths prior to export. 2) Old 27= Old 27 Landfill (36A-LCID) 123 Tate Street, Mount Holly, NC; Griffin Farms = Griffin Farms Landfill (9013-LCID) at 4242 Morgan Mill Road, Unionville, NC; CDLF = Construction & Demolition landfill; MSWLF = Municipal Solid Waste landfill (MSWLF) facility ; TVBF = Tarmac Virginia Brownfields Property at 3934 Raleigh Street, Charlotte, Mecklenburg County.
Page 3 of 3 December 8, 2023

DEQ Brownfields understands the redevelopment will be done jointly under one DEQ-approved Environmental Management Plan (EMP) under the development name “The Foundry”. All soil export must be conducted under an approved EMP. Soils should be field screened during excavation prior to export from the property. If unaanticipated impacts are identified during excavation, please refer to the
EMP for further actions and cease transfer until appropriate characterization can be completed. In addition, in accordance with the Dynamic Auto II EMP, an annual Redevelopment Summary Report will be submitted to DEQ Brownfields. Details related to the disposition of this soil including but not limited to, total volume, general description of field screening efforts, etc. should be included with the Redevelopment Summary Report.
Please be advised that this compliance review from DEQ Brownfields does not waive any applicable requirement to obtain any necessary permits, licenses or certifications which may be required from other state or local entities. If you have any questions, please contact me at (704) 661-10330, or via e-mail at [e-mail].

Sincerely,
Carolyn Minnich
Project Manager Brownfields Redevelopment Section ec: BFPropertyManagement [e-mail]
Mary Katherine Stukes [e-mail]
Laura Boorman Truesdale [e-mail] Tim Marsh [e-mail] Justin Houston [e-mail] Daren Sweeting [e-mail]
Robert H Nelson [e-mail]
Jenny Tang [e-mail] Hillary Goodell [e-mail] Dylan Gottlieb [e-mail]
!(!(!(!(Garage51,701 SFLeasing/Lobby5,107 SFBOHRetail17,440 SFRetail2,859 SFRestaurant7,820 SFEldridge StWarner StMorris StS Cedar StW Hill StMW‐1MW‐3MW‐2MW‐40200100Feet^_EMP Attachment 2.3Groundwater (TCE) Analytical Detections±!(Groundwater Monitoring WellExisting BuildingExisting Building to be DemoedProposed DevelopmentProperty BoundaryProjectManager:JPTDrawnBy:EJKCheckedBy:JPT600 Eldridge StreetCharlotte, North CarolinaNotes:All concentrations are reported in µg/L (micrograms per liter).Laboratory analytical results are screened against the North Carolina Department ofEnvironmental Quality (NCDEQ) 15A NCAC 02L .0202 Groundwater Quality Standards (2L) (2022)Bold = Exceedance of regulatory screening levelMW‐1Result 2LTCE 1.01 3MW‐2Result 2LTCE71.53MW‐3Result 2LTCE83.43MW‐4Result 2LTCE 2.63 3
!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(!(Garage51,701 SFLeasing/Lobby5,107 SFBOHRetail17,440 SFRetail2,859 SFRestaurant7,820 SFSG‐1SG‐2SG‐3SG‐4SG‐5SG‐6SG‐7SG‐8SG‐9SG‐10SG‐11SG‐12SG‐13SG‐14SG‐15SG‐16SG‐17SS‐1SS‐2SS‐3SS‐40200100Feet^_EMP Attachment 2.4Soil Vapor Exceedances±!(Soil Gas Sample!(Sub-Slab Soil Gas SampleExisting Building to be DemoedProposed DevelopmentProperty BoundaryProjectManager:JPTDrawnBy:EJKCheckedBy:JPT600 Eldridge StreetCharlotte, North CarolinaNotes:All concentrations are reported in µg/L (micrograms per liter).Laboratory analytical results are screened against the North Carolina Department ofEnvironmental Quality (NCDEQ) 15A NCAC 02L .0202 Groundwater Quality Standards (2L) (2022)Bold = Exceedance of a regulatory screening levelSS-1 Result SGSLPCE4,0003,500 HI 0.230 1TCR 8.5E-07 1.0E-06Risk CalculationSS-2 Result SGSLHI NA 1TCR NA 1.0E-06No ExceedanceRisk CalculationSS-3 Result SGSLHI 0.024 1TCR 7.0E-08 1.0E-06No ExceedanceRisk CalculationSS-4 Result SGSLHI 0.002 1TCR 6.0E-08 1.0E-06No ExceedanceRisk CalculationSG-14 Result SGSL1,3-Butadiene11041HI 0.130 1TCR 2.8E-06 1.0E-06Risk CalculationSG-1 Result SGSLTCE660180HI 0.860 1TCR 3.0E-06 1.0E-06Risk CalculationSG-4 Result SGSLHI 0.046 1TCR 5.2E-07 1.0E-06No ExceedanceRisk CalculationSG-5 Result SGSLHI 0.041 1TCR 4.7E-07 1.0E-06No ExceedanceRisk CalculationSG-6 Result SGSLHI 0.006 1TCR 1.4E-07 1.0E-06No ExceedanceRisk CalculationSG-7 Result SGSLHI 0.005 1TCR 8.9E-08 1.0E-06No ExceedanceRisk CalculationSG-8 Result SGSLHI 0.009 1TCR 1.8E-07 1.0E-06No ExceedanceRisk CalculationSG-9 Result SGSLHI 0.013 1TCR 4.6E-08 1.0E-06Risk CalculationNo ExceedanceSG-10 Result SGSLTCE650180HI 0.750 1TCR 2.3E-06 1.0E-06Risk CalculationSG-11 Result SGSLTCE520180HI 0.640 1TCR 2.1E-06 1.0E-06Risk CalculationSG-12 Result SGSLHI 0.008 1TCR 4.3E-08 1.0E-06Risk CalculationNo ExceedanceSG-13 Result SGSLTCE3100180HI 3.700 1TCR 1.1E-05 1.0E-06Risk CalculationSG-15 Result SGSLHI 0.020 1TCR 3.5E-07 1.0E-06No ExceedanceRisk CalculationSG-16 Result SGSLHI 0.009 1TCR 4.5E-08 1.0E-06No ExceedanceRisk CalculationSG-17 Result SGSLHI 0.001 1TCR 2.4E-08 1.0E-06No ExceedanceRisk CalculationSG-2 Result SGSL1,3-Butadiene9041HI 0.110 1TCR 2.3E-06 1.0E-06Risk CalculationSG-3 Result SGSLHI 0.001 1TCR 3.4E-08 1.0E-06No ExceedanceRisk Calculation
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0 200100Feet
^_
±Building FootprintExcavation ZoneProperty Boundary
Excavation Depth (ft)20
4
EMP Attachment 3.0Cut-Fill Analysis Map
600 Eldridge StreetCharlotte, North Carolina
ProjectManager:JT
DrawnBy:EJK
CheckedBy:__
-20
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-10
-20
*All soil excavation depths are approximate. Soil excavation and export are the only activities anticipated on-site.Import of fill material on-site is not anticipated.
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MODERA AT THEFOUNDRYMILL CREEK RESIDENTIAL TRUSTCHARLOTTENORTH CAROLINA1022147EC PH 1N/AC3-006/28/2023 3:37 PM ERIC LEACH P:\CLT\_2022\1022147\CAD\DOCUMENTATION\1022147_PLN_EROS1.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LAND DEVELOPMENT1ST SUBMITTAL04.28.20231LAND DEVELOPMENT2nd SUBMITTAL06.28.20232 1" = 20'4020#10EXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGEXISTING PLAZATOTAL DENUDED AREA:4.40 ACRESEROSION CONTROL NOTES:1.CONTRACTOR TO PROVIDE AS MUCH SPACE AS POSSIBLE BETWEEN TOE OF FILLSLOPE AND SILT FENCE.2.PLEASE CONTACT CITY INSPECTOR TO ADVISE ON START DATE AND SCHEDULEPRE-CONSTRUCTION MEETING.3.ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROMTHE ZONING ADMINISTRATOR.4.ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN ON THIS PLAN ISSUBJECT TO A FINE.5.GRADING 1 ACRE OR MORE WITHOUT AN APPROVED EROSION CONTROL PLAN IS AVIOLATION AND SUBJECT TO A FINE.6.ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 7 CALENDAR DAYS.7.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIREDBY THE EROSION CONTROL COORDINATOR.8.SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. FILL SLOPES GREATER THAN10' REQUIRE ADEQUATE TERRACING. SLOPES GREATER THAN 3:1 SHALL RECEIVEMATTING.9.ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS BENCHMARK WHICHMUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.10.ALL CONSTRUCTION TRAFFIC MUST BE THROUGH THE CONSTRUCTION ENTRANCESHOWN ON THE APPROVED PLAN.11.ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE N.C.EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.12.PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULDBE CONSTRUCTED AT 3:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENTSLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND ASINDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTEMATERIAL IS HAULED FROM THE PROPERTY THEN THE CONTRACTOR SHALLDISCLOSE THE LOCATION OF ANY ON-SITE AND/OR OFF-SITE BORROW LOCATIONAND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR.BORROW AND WASTE SITES MUST HAVE APPROVE EROSION CONTROL PLAN.13.LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND FILL SLOPES OR OTHERGRADING REQUIREMENTS.14.CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES AS INDICATEDPRIOR TO GRADING OPERATIONS. NO DEVICE MAY BE REMOVED WITHOUTAPPROVAL OF EROSION CONTROL COORDINATOR.15.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTINGCONTOURS.16.ALL DISTANCES ARE HORIZONTAL GROUND.17.ANCHOR SILT FENCE WITH STONE ON TREE PROTECTION ZONES. DO NOT BURY.18.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA19.INLET PROTECTION IS REQUIRED FOR ALL PHASES OF THE PROJECT AND UNTILTHE DISTURBED AREA IS FULLY STABILIZED.20.SEDIMENT TRAP AND BASIN SLOPES SHALL BE STABILIZED AND SEEDEDIMMEDIATELY AFTER CONSTRUCTION.21.CONTRACTOR TO REPLACE ALL STAGING AND STOCKPILE AREAS TO PRECONSTRUCTION CONDITIONS. PROVIDE PHOTO DOCUMENTATION OFPRE-CONSTRUCTION CONDITION AT THESE AREASLIMITS OF DISTURBANCELEGENDLDLDTEMPORARY SILT FENCE (CLDS 30.06A)PROPOSED BAFFLESPROPERTY LINEPROPOSED STABILIZED CONSTRUCTIONENTRANCE (CLDS 30.11A)INLET PROTECTIONPROP. 12" PVC (TYP.)PROP. CONSTRUCTION ENTRANCEWITH TIRE WASH (TYP.)EX. STORMWATER (TYP.)PROP. PROJECTLIMITS (TYP.)PROP. SILT FENCE(TYP.)EX. SANITARYSEWER (TYP.)EX. STORMWATER (TYP.)PROPERTY LINEPROPERTY LINEPH 1 DISTURBED AREATOTAL = 31,000SF0.71ACPH 1 DISTURBED AREATOTAL = 31,000SF0.71ACPH 1 DISTURBED AREATOTAL = 31,000SF0.71ACPROP. PH 1PROJECT LIMITS(TYP.)PROP. PROJECTLIMITS (TYP.)PH 1 AREA:0.71 ACRESPROP. HIGH HAZARDSILT FENCECOORDINATE WITH STREAMIMPACT PERMITTINGALL CONSTRUCTION TRAFFICMUST BE THROUGH THECONSTRUCTION ENTRANCESHOWN ON THE APPROVED PLANCONSTRUCTION SEQUENCE1.OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OFCHARLOTTE ENGINEERING DEPARTMENT.2.FLAG THE CONSTRUCTION LIMITS AND MARK ANY TREES, WETLANDS, OR EXISTINGSTRUCTURES NOTED TO REMAIN.3.SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROLINSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS EROSIONCONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIORTO ANY LAND-DISTURBING ACTIVITY IS A VIOLATION OF THE CITY CODE AND ISSUBJECT TO FINE.4.INSTALL TEMPORARY CONSTRUCTION ENTRANCE.PHASE 15.INSTALL BOX CULVERT BY-PASSPHASE 26.INSTALL ALL TEMPORARY SILT FENCE, TREE PROTECTION, AND ANY OTHERTEMPORARY MEASURES AS DEEMED NECESSARY BY THE EROSION CONTROLINSPECTOR.7.INSTALL SKIMMER SEDIMENT BASIN, CHECK DAMS AND DIVERSION DITCHES.8.CALL FOR ON-SITE INSPECTION BY EROSION CONTROL INSPECTOR. WHENAPPROVED, INSPECTOR WILL ISSUE THE GRADING PERMIT AND CLEARING,GRUBBING AND DEMOLITION MAY BEGIN.9.GENERAL CONTRACTOR SHALL ENSURE THAT EROSION CONTROL MEASURES ARE INPLACE AND FUNCTIONING PRIOR TO GRUBBING AND GRADING OPERATIONS.10.BEGIN CLEARING, GRUBBING AND DEMOLITION OPERATIONS. CLEARING ANDGRUBBING SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BEPERFORMED AND ONLY IN AREAS WHERE CONSTRUCTION IS PLANNED TOCOMMENCE WITHIN 14 DAYS AFTER CLEARING AND GRUBBING.11.BEGIN MASS GRADING, INSTALLING ADDITIONAL EROSION CONTROL MEASURES ASINDICATED, AS REQUIRED, AND AS DEEMED NECESSARY BY THE EROSION CONTROLINSPECTOR.12.COMPLETE STABILIZATION OF UPPER SITE, 1.60 ACPHASE 2A13.COORDINATE PHASING OUT OF SED BASIN WITH UNDERGROUND VAULTCONSTRUCTION AND SITE INSPECTOR.14.SED BASIN IS REQUIRED TO BE IN PLACE IF GREATER THAN 1.0 AC OF DISTURBEDAREA ARE PRESENTPHASE 315.IN COORDINATION WITH SITE INSPECTOR UNDERGROUND VAULT TO ACT ASSEDIMENT BASIN.16.MAJORITY OF BUILDING FOOTPRINT TO BE STABILIZED IN THIS PHASEPHASE 417.CONTINUE MAINTENANCE OOF EROSION CONTROL MEASURES18.STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING ISNECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS ANDESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTIONSEQUENCE.19.NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED AND WITH APPROVALFROM EROSION CONTROL INSPECTOR.20.ALL EROSION CONTROL DEVICES SHOULD BE MONITORED ONCE A WEEK AND AFTEREVERY 1" RAIN EVENT OR GREATER BY A CERTIFIED INSPECTOR. IF ANY FAILURESARE FOUND THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE.21.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITHTHE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S.DEPT. OF AGRICULTURE, CITY OF CHARLOTTE, EROSION CONTROL ORDINANCE, ANDTHE CHARLOTTE LAND DEVELOPMENT STANDARDS.22.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENTPROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSIONMUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.23.UPON STABILIZATION OF ALL UPSTREAM AREA, SKIMMER SEDIMENT VAULT TO BEMUCKED OUT AND CONVERTED TO UNDERGROUND DETENTION.
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WWWWWWWWWWGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GAS GASGASSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSXXXXXXXXXXXXXXXXXXXXXXXXUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPSOUTH CEDAR STREET(ASSUMED 40' PUBLIC R/W PER MB 332-209)STADIUM VIEW DRIVE(35' PUBLIC R/W)TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD
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LDTD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->675680670661665670675661663665670 6656656.429.0010.00 13.0011.7810.00
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10.005.50LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LDLDLDLDLDLDLDLDLD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDMODERA AT THEFOUNDRYMILL CREEK RESIDENTIAL TRUSTCHARLOTTENORTH CAROLINA1022147EC PH 2N/AC3-026/28/2023 3:37 PM ERIC LEACH P:\CLT\_2022\1022147\CAD\DOCUMENTATION\1022147_PLN_EROS2.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LAND DEVELOPMENT1ST SUBMITTAL04.28.20231LAND DEVELOPMENT2nd SUBMITTAL06.28.20232 1" = 20'4020#10EXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGEXISTING PLAZAEROSION CONTROL NOTES:1.CONTRACTOR TO PROVIDE AS MUCH SPACE AS POSSIBLE BETWEEN TOE OF FILLSLOPE AND SILT FENCE.2.PLEASE CONTACT CITY INSPECTOR TO ADVISE ON START DATE AND SCHEDULEPRE-CONSTRUCTION MEETING.3.ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROMTHE ZONING ADMINISTRATOR.4.ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN ON THIS PLAN ISSUBJECT TO A FINE.5.GRADING 1 ACRE OR MORE WITHOUT AN APPROVED EROSION CONTROL PLAN IS AVIOLATION AND SUBJECT TO A FINE.6.ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 7 CALENDAR DAYS.7.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIREDBY THE EROSION CONTROL COORDINATOR.8.SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. FILL SLOPES GREATER THAN10' REQUIRE ADEQUATE TERRACING. SLOPES GREATER THAN 3:1 SHALL RECEIVEMATTING.9.ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS BENCHMARK WHICHMUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.10.ALL CONSTRUCTION TRAFFIC MUST BE THROUGH THE CONSTRUCTION ENTRANCESHOWN ON THE APPROVED PLAN.11.ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE N.C.EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.12.PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULDBE CONSTRUCTED AT 3:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENTSLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND ASINDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTEMATERIAL IS HAULED FROM THE PROPERTY THEN THE CONTRACTOR SHALLDISCLOSE THE LOCATION OF ANY ON-SITE AND/OR OFF-SITE BORROW LOCATIONAND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR.BORROW AND WASTE SITES MUST HAVE APPROVE EROSION CONTROL PLAN.13.LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND FILL SLOPES OR OTHERGRADING REQUIREMENTS.14.CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES AS INDICATEDPRIOR TO GRADING OPERATIONS. NO DEVICE MAY BE REMOVED WITHOUTAPPROVAL OF EROSION CONTROL COORDINATOR.15.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTINGCONTOURS.16.ALL DISTANCES ARE HORIZONTAL GROUND.17.ANCHOR SILT FENCE WITH STONE ON TREE PROTECTION ZONES. DO NOT BURY.18.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA19.INLET PROTECTION IS REQUIRED FOR ALL PHASES OF THE PROJECT AND UNTILTHE DISTURBED AREA IS FULLY STABILIZED.20.SEDIMENT TRAP AND BASIN SLOPES SHALL BE STABILIZED AND SEEDEDIMMEDIATELY AFTER CONSTRUCTION.21.CONTRACTOR TO REPLACE ALL STAGING AND STOCKPILE AREAS TO PRECONSTRUCTION CONDITIONS. PROVIDE PHOTO DOCUMENTATION OFPRE-CONSTRUCTION CONDITION AT THESE AREASLIMITS OF DISTURBANCELEGENDLDLDTEMPORARY SILT FENCE (CLDS 30.06A)PROPOSED BAFFLESPROPERTY LINEPROPOSED STABILIZED CONSTRUCTIONENTRANCE (CLDS 30.11A)INLET PROTECTIONPHASE 2SKIMMER SEDIMENT BASIN (SSB 1)DRAINAGE AREA : 3.68 ACSURFACE AREA REQUIRED: 7,987 SFSURFACE AREA PROVIDED: 8,115 SFVOLUME REQUIRED: 6,624 CFVOLUME PROVIDED: 16,900 CFBOTTOM OF BASIN: 661'SURFACE: 663.5'SKIMMER: 662'SPILLWAY: 634'SIDE SLOPE: 3:1PROP. SKIMMER DEWATERINGDEVICESKIMMER SIZE: 3.00"ORIFICE DIAMETER: 2.50"SKIMMER INVERT: 661.00'DE-WATERING TIME: 2.34 DAYSPROP. BAFFLESPROP. 12" PVC TO TIEINTO EX. STORM INLETPROP. 12" PVC (TYP.)PROP. SLOPE DRAINPIPE (TYP.)EX. STORMWATER TO BEREMOVEDEX. SANITARYSEWER (TYP.)EX. STORMWATER (TYP.)PROP. TEMPORARY DIVERSIONDITCH WITH ROCK CHECK DAMSEVERY 50 LF (TYP.)ADJUST PROP. TEMPORARYDIVERSION DITCH AS BUILDINGPROGRESSES. ROCK CHECKDAMS EVERY 50 LF (TYP.)DRAINAGE AREAPROPERTY LINEPROPERTY LINETOTAL DENUDED AREA:4.16 ACRESPH 2 AREA:2.59 ACRESPROP. PROJECTLIMITS (TYP.)PROP. SILT FENCE(TYP.)PH 2 DISTURBED AREATOTAL = 113,000SF2.59ACPROP. PROJECTLIMITS (TYP.)PH 2 STABILIZED:1.59 ACRESREMAINING DENUDED:2.57 ACRESPH 2A DRAINAGE AREA1.49AC TO VAULT.1.59 ACRES OF BUILDINGPAD TO BE STABILIZEDBEFORE SED BASIN ISREMOVED AND FLOWDIVERTED TO VAULT0.38 AC TO STONE OUTLETROCK CHECK DAMS EVERY50 LF (TYP.)COORDINATE WITH STREAMIMPACT PERMITTINGALL CONSTRUCTION TRAFFIC MUST BETHROUGH THE CONSTRUCTION ENTRANCESHOWN ON THE APPROVED PLANSPROP. CONSTRUCTION ENTRANCEWITH TIRE WASH (TYP.)DITCH 1DITCH 2STABILIZE BASIN SLOPES PERCLDSM STD. 30.00 ON C3-06DITCH 3CONSTRUCTION SEQUENCE1.OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OFCHARLOTTE ENGINEERING DEPARTMENT.2.FLAG THE CONSTRUCTION LIMITS AND MARK ANY TREES, WETLANDS, OR EXISTINGSTRUCTURES NOTED TO REMAIN.3.SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROLINSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS EROSIONCONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIORTO ANY LAND-DISTURBING ACTIVITY IS A VIOLATION OF THE CITY CODE AND ISSUBJECT TO FINE.4.INSTALL TEMPORARY CONSTRUCTION ENTRANCE.PHASE 15.INSTALL BOX CULVERT BY-PASSPHASE 26.INSTALL ALL TEMPORARY SILT FENCE, TREE PROTECTION, AND ANY OTHERTEMPORARY MEASURES AS DEEMED NECESSARY BY THE EROSION CONTROLINSPECTOR.7.INSTALL SKIMMER SEDIMENT BASIN, CHECK DAMS AND DIVERSION DITCHES.8.CALL FOR ON-SITE INSPECTION BY EROSION CONTROL INSPECTOR. WHENAPPROVED, INSPECTOR WILL ISSUE THE GRADING PERMIT AND CLEARING,GRUBBING AND DEMOLITION MAY BEGIN.9.GENERAL CONTRACTOR SHALL ENSURE THAT EROSION CONTROL MEASURES ARE INPLACE AND FUNCTIONING PRIOR TO GRUBBING AND GRADING OPERATIONS.10.BEGIN CLEARING, GRUBBING AND DEMOLITION OPERATIONS. CLEARING ANDGRUBBING SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BEPERFORMED AND ONLY IN AREAS WHERE CONSTRUCTION IS PLANNED TOCOMMENCE WITHIN 14 DAYS AFTER CLEARING AND GRUBBING.11.BEGIN MASS GRADING, INSTALLING ADDITIONAL EROSION CONTROL MEASURES ASINDICATED, AS REQUIRED, AND AS DEEMED NECESSARY BY THE EROSION CONTROLINSPECTOR.12.COMPLETE STABILIZATION OF UPPER SITE, 1.60 ACPHASE 2A13.COORDINATE PHASING OUT OF SED BASIN WITH UNDERGROUND VAULTCONSTRUCTION AND SITE INSPECTOR.14.SED BASIN IS REQUIRED TO BE IN PLACE IF GREATER THAN 1.0 AC OF DISTURBEDAREA ARE PRESENTPHASE 315.IN COORDINATION WITH SITE INSPECTOR UNDERGROUND VAULT TO ACT ASSEDIMENT BASIN.16.MAJORITY OF BUILDING FOOTPRINT TO BE STABILIZED IN THIS PHASEPHASE 417.CONTINUE MAINTENANCE OOF EROSION CONTROL MEASURES18.STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING ISNECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS ANDESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTIONSEQUENCE.19.NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED AND WITH APPROVALFROM EROSION CONTROL INSPECTOR.20.ALL EROSION CONTROL DEVICES SHOULD BE MONITORED ONCE A WEEK AND AFTEREVERY 1" RAIN EVENT OR GREATER BY A CERTIFIED INSPECTOR. IF ANY FAILURESARE FOUND THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE.21.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITHTHE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S.DEPT. OF AGRICULTURE, CITY OF CHARLOTTE, EROSION CONTROL ORDINANCE, ANDTHE CHARLOTTE LAND DEVELOPMENT STANDARDS.22.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENTPROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSIONMUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.23.UPON STABILIZATION OF ALL UPSTREAM AREA, SKIMMER SEDIMENT VAULT TO BEMUCKED OUT AND CONVERTED TO UNDERGROUND DETENTION.DITCH 1
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WWWWWWWWWWGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS GAS GASGASSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSXXXXXXXXXXXXXXXXXXXXXXXXUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGPSOUTH CEDAR STREET(ASSUMED 40' PUBLIC R/W PER MB 332-209)STADIUM VIEW DRIVE(35' PUBLIC R/W)TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD
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LDTD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->675680670661665670675661663665670 665TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->DI - 2AD - 1SDMH - 1S-35AD - 3AD - 4AD - 5S-33S-39S-9S-12S-10S-48DI-64DI-65DI-66DI-63AD-62AD-61AD-60AD-59AD-58AD - 2AD-556656.429.0010.00 13.0011.7810.00
10.00
10.005.50LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LDLDLDLDLDLDLDLDLD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDMODERA AT THEFOUNDRYMILL CREEK RESIDENTIAL TRUSTCHARLOTTENORTH CAROLINA1022147EC PH 2AN/AC3-036/28/2023 3:37 PM ERIC LEACH P:\CLT\_2022\1022147\CAD\DOCUMENTATION\1022147_PLN_EROS2.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LAND DEVELOPMENT1ST SUBMITTAL04.28.20231LAND DEVELOPMENT2nd SUBMITTAL06.28.20232 1" = 20'4020#10EXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGEXISTING PLAZAEROSION CONTROL NOTES:1.CONTRACTOR TO PROVIDE AS MUCH SPACE AS POSSIBLE BETWEEN TOE OF FILLSLOPE AND SILT FENCE.2.PLEASE CONTACT CITY INSPECTOR TO ADVISE ON START DATE AND SCHEDULEPRE-CONSTRUCTION MEETING.3.ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROMTHE ZONING ADMINISTRATOR.4.ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN ON THIS PLAN ISSUBJECT TO A FINE.5.GRADING 1 ACRE OR MORE WITHOUT AN APPROVED EROSION CONTROL PLAN IS AVIOLATION AND SUBJECT TO A FINE.6.ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 7 CALENDAR DAYS.7.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIREDBY THE EROSION CONTROL COORDINATOR.8.SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. FILL SLOPES GREATER THAN10' REQUIRE ADEQUATE TERRACING. SLOPES GREATER THAN 3:1 SHALL RECEIVEMATTING.9.ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS BENCHMARK WHICHMUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.10.ALL CONSTRUCTION TRAFFIC MUST BE THROUGH THE CONSTRUCTION ENTRANCESHOWN ON THE APPROVED PLAN.11.ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE N.C.EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.12.PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULDBE CONSTRUCTED AT 3:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENTSLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND ASINDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTEMATERIAL IS HAULED FROM THE PROPERTY THEN THE CONTRACTOR SHALLDISCLOSE THE LOCATION OF ANY ON-SITE AND/OR OFF-SITE BORROW LOCATIONAND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR.BORROW AND WASTE SITES MUST HAVE APPROVE EROSION CONTROL PLAN.13.LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND FILL SLOPES OR OTHERGRADING REQUIREMENTS.14.CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES AS INDICATEDPRIOR TO GRADING OPERATIONS. NO DEVICE MAY BE REMOVED WITHOUTAPPROVAL OF EROSION CONTROL COORDINATOR.15.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTINGCONTOURS.16.ALL DISTANCES ARE HORIZONTAL GROUND.17.ANCHOR SILT FENCE WITH STONE ON TREE PROTECTION ZONES. DO NOT BURY.18.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA19.INLET PROTECTION IS REQUIRED FOR ALL PHASES OF THE PROJECT AND UNTILTHE DISTURBED AREA IS FULLY STABILIZED.20.SEDIMENT TRAP AND BASIN SLOPES SHALL BE STABILIZED AND SEEDEDIMMEDIATELY AFTER CONSTRUCTION.21.CONTRACTOR TO REPLACE ALL STAGING AND STOCKPILE AREAS TO PRECONSTRUCTION CONDITIONS. PROVIDE PHOTO DOCUMENTATION OFPRE-CONSTRUCTION CONDITION AT THESE AREASLIMITS OF DISTURBANCELEGENDLDLDTEMPORARY SILT FENCE (CLDS 30.06A)PROPOSED BAFFLESPROPERTY LINEPROPOSED STABILIZED CONSTRUCTIONENTRANCE (CLDS 30.11A)INLET PROTECTIONPHASE 2ASKIMMER VAULTDRAINAGE AREA : 1.49 ACSURFACE AREA REQUIRED: 3,234 SFSURFACE AREA PROVIDED: 4,000 SFVOLUME PROVIDED: 10,000 CFBOTTOM OF BASIN: 654'SIDE SLOPE: N/APROP. SKIMMER DEWATERINGDEVICESKIMMER SIZE: 3.00"ORIFICE DIAMETER: 2.00"SKIMMER INVERT: 654.00'DE-WATERING TIME: 2.16 DAYSPROP. 12" PVC TO TIEINTO EX. STORM INLETPROP. 12" PVC (TYP.)EX. SANITARYSEWER (TYP.)EX. STORMWATER (TYP.)PROP. TEMPORARY DIVERSIONDITCH WITH ROCK CHECK DAMSEVERY 50 LF (TYP.)ADJUST PROP. TEMPORARYDIVERSION DITCH AS BUILDINGPROGRESSES. ROCK CHECKDAMS EVERY 50 LF (TYP.)DRAINAGE AREAPROPERTY LINEPROPERTY LINETOTAL DENUDED AREA:4.16 ACRESPH 2 AREA:2.59 ACRESPROP. PROJECTLIMITS (TYP.)PROP. SILT FENCE(TYP.)PROP. PROJECTLIMITS (TYP.)PH 2 STABILIZED:1.59 ACRESREMAINING DENUDED:2.57 ACRESPH 2A DRAINAGE AREA1.49AC TO VAULT.1.59 ACRES OF BUILDINGPAD TO BE STABILIZEDBEFORE SED BASIN ISREMOVED AND FLOWDIVERTED TO VAULT0.38 AC TO STONE OUTLETROCK CHECK DAMS EVERY50 LF (TYP.)ROUTE PH2A TEMPORARYDIVERSION DITCHES TOSEDIMENT VAULT. ROCK CHECKDAMS EVERY 50 LF (TYP.)PROP. CONSTRUCTION ENTRANCEWITH TIRE WASH (TYP.)ALL CONSTRUCTION TRAFFIC MUST BETHROUGH THE CONSTRUCTION ENTRANCESHOWN ON THE APPROVED PLANSDITCH 2DITCH 1DITCH 4CONSTRUCTION SEQUENCE1.OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OFCHARLOTTE ENGINEERING DEPARTMENT.2.FLAG THE CONSTRUCTION LIMITS AND MARK ANY TREES, WETLANDS, OR EXISTINGSTRUCTURES NOTED TO REMAIN.3.SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROLINSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS EROSIONCONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIORTO ANY LAND-DISTURBING ACTIVITY IS A VIOLATION OF THE CITY CODE AND ISSUBJECT TO FINE.4.INSTALL TEMPORARY CONSTRUCTION ENTRANCE.PHASE 15.INSTALL BOX CULVERT BY-PASSPHASE 26.INSTALL ALL TEMPORARY SILT FENCE, TREE PROTECTION, AND ANY OTHERTEMPORARY MEASURES AS DEEMED NECESSARY BY THE EROSION CONTROLINSPECTOR.7.INSTALL SKIMMER SEDIMENT BASIN, CHECK DAMS AND DIVERSION DITCHES.8.CALL FOR ON-SITE INSPECTION BY EROSION CONTROL INSPECTOR. WHENAPPROVED, INSPECTOR WILL ISSUE THE GRADING PERMIT AND CLEARING,GRUBBING AND DEMOLITION MAY BEGIN.9.GENERAL CONTRACTOR SHALL ENSURE THAT EROSION CONTROL MEASURES ARE INPLACE AND FUNCTIONING PRIOR TO GRUBBING AND GRADING OPERATIONS.10.BEGIN CLEARING, GRUBBING AND DEMOLITION OPERATIONS. CLEARING ANDGRUBBING SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BEPERFORMED AND ONLY IN AREAS WHERE CONSTRUCTION IS PLANNED TOCOMMENCE WITHIN 14 DAYS AFTER CLEARING AND GRUBBING.11.BEGIN MASS GRADING, INSTALLING ADDITIONAL EROSION CONTROL MEASURES ASINDICATED, AS REQUIRED, AND AS DEEMED NECESSARY BY THE EROSION CONTROLINSPECTOR.12.COMPLETE STABILIZATION OF UPPER SITE, 1.60 ACPHASE 2A13.COORDINATE PHASING OUT OF SED BASIN WITH UNDERGROUND VAULTCONSTRUCTION AND SITE INSPECTOR.14.SED BASIN IS REQUIRED TO BE IN PLACE IF GREATER THAN 1.0 AC OF DISTURBEDAREA ARE PRESENTPHASE 315.IN COORDINATION WITH SITE INSPECTOR UNDERGROUND VAULT TO ACT ASSEDIMENT BASIN.16.MAJORITY OF BUILDING FOOTPRINT TO BE STABILIZED IN THIS PHASEPHASE 417.CONTINUE MAINTENANCE OOF EROSION CONTROL MEASURES18.STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING ISNECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS ANDESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTIONSEQUENCE.19.NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED AND WITH APPROVALFROM EROSION CONTROL INSPECTOR.20.ALL EROSION CONTROL DEVICES SHOULD BE MONITORED ONCE A WEEK AND AFTEREVERY 1" RAIN EVENT OR GREATER BY A CERTIFIED INSPECTOR. IF ANY FAILURESARE FOUND THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE.21.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITHTHE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S.DEPT. OF AGRICULTURE, CITY OF CHARLOTTE, EROSION CONTROL ORDINANCE, ANDTHE CHARLOTTE LAND DEVELOPMENT STANDARDS.22.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENTPROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSIONMUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.23.UPON STABILIZATION OF ALL UPSTREAM AREA, SKIMMER SEDIMENT VAULT TO BEMUCKED OUT AND CONVERTED TO UNDERGROUND DETENTION.PROP. 24" PVC PIPETOP ELEV: 656.00DITCH 1
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707708707705 699698696694693692691689687684682681679677676674672671669667682681706704703702704703702701706710705TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->TD->LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LDLDLDLDLDLDLDLDLD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLD LD LD LD LD LD LD LD LD LD LD LD LD LD LD LDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDLDTD->TD->TD->TD->TD->TD->MODERA AT THEFOUNDRYMILL CREEK RESIDENTIAL TRUSTCHARLOTTENORTH CAROLINA1022147EC PH 3N/AC3-046/28/2023 3:37 PM ERIC LEACH P:\CLT\_2022\1022147\CAD\DOCUMENTATION\1022147_PLN_EROS3.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LAND DEVELOPMENT1ST SUBMITTAL04.28.20231LAND DEVELOPMENT2nd SUBMITTAL06.28.20232 1" = 20'4020#10EXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGEXISTING PLAZAEROSION CONTROL NOTES:1.CONTRACTOR TO PROVIDE AS MUCH SPACE AS POSSIBLE BETWEEN TOE OF FILLSLOPE AND SILT FENCE.2.PLEASE CONTACT CITY INSPECTOR TO ADVISE ON START DATE AND SCHEDULEPRE-CONSTRUCTION MEETING.3.ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROMTHE ZONING ADMINISTRATOR.4.ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN ON THIS PLAN ISSUBJECT TO A FINE.5.GRADING 1 ACRE OR MORE WITHOUT AN APPROVED EROSION CONTROL PLAN IS AVIOLATION AND SUBJECT TO A FINE.6.ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 7 CALENDAR DAYS.7.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIREDBY THE EROSION CONTROL COORDINATOR.8.SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. FILL SLOPES GREATER THAN10' REQUIRE ADEQUATE TERRACING. SLOPES GREATER THAN 3:1 SHALL RECEIVEMATTING.9.ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS BENCHMARK WHICHMUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.10.ALL CONSTRUCTION TRAFFIC MUST BE THROUGH THE CONSTRUCTION ENTRANCESHOWN ON THE APPROVED PLAN.11.ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE N.C.EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.12.PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULDBE CONSTRUCTED AT 3:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENTSLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND ASINDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTEMATERIAL IS HAULED FROM THE PROPERTY THEN THE CONTRACTOR SHALLDISCLOSE THE LOCATION OF ANY ON-SITE AND/OR OFF-SITE BORROW LOCATIONAND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR.BORROW AND WASTE SITES MUST HAVE APPROVE EROSION CONTROL PLAN.13.LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND FILL SLOPES OR OTHERGRADING REQUIREMENTS.14.CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES AS INDICATEDPRIOR TO GRADING OPERATIONS. NO DEVICE MAY BE REMOVED WITHOUTAPPROVAL OF EROSION CONTROL COORDINATOR.15.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTINGCONTOURS.16.ALL DISTANCES ARE HORIZONTAL GROUND.17.ANCHOR SILT FENCE WITH STONE ON TREE PROTECTION ZONES. DO NOT BURY.18.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA19.INLET PROTECTION IS REQUIRED FOR ALL PHASES OF THE PROJECT AND UNTILTHE DISTURBED AREA IS FULLY STABILIZED.20.SEDIMENT TRAP AND BASIN SLOPES SHALL BE STABILIZED AND SEEDEDIMMEDIATELY AFTER CONSTRUCTION.21.CONTRACTOR TO REPLACE ALL STAGING AND STOCKPILE AREAS TO PRECONSTRUCTION CONDITIONS. PROVIDE PHOTO DOCUMENTATION OFPRE-CONSTRUCTION CONDITION AT THESE AREASPROP. CONSTRUCTION ENTRANCEWITH TIRE WASH (TYP.)PROP. LIMITS OFDISTURBANCE (TYP.)PROP. ROW SILT FENCE(TYP.)EX. SANITARYSEWER (TYP.)EX. STORMWATER(TYP.)PROP. LIMITS OFDISTURBANCE (TYP.)FFE: 666'FFE: 666'FFE: 674' - 3"PROPOSED BUILDING (FORREFERENCE ONLY)ELEVATIONS ARE TO TOP OFFINISHED GRADE. CONTRACTOR TOSUBTRACT PAVEMENT AND/OR SLABSECTION. CUT 1' TO SUB-GRADE.FFE'S PER ARCHITECTURAL GROUNDFLOOR PLAN.PROPERTY LINEPROPERTY LINEPHASE 2ASKIMMER VAULTDRAINAGE AREA : 1.49 ACSURFACE AREA REQUIRED: 3,234 SFSURFACE AREA PROVIDED: 4,000 SFVOLUME PROVIDED: 10,000 CFBOTTOM OF BASIN: 654'SIDE SLOPE: N/APROP. SKIMMER DEWATERINGDEVICESKIMMER SIZE: 3.00"ORIFICE DIAMETER: 2.00"SKIMMER INVERT: 654.00'DE-WATERING TIME: 2.16 DAYSPROP. 12" PVC (TYP.)0.38 AC TO STONE OUTLETROCK CHECK DAMS EVERY50 LF (TYP.)ALL CONSTRUCTION MUST BETHROUGH THE CONSTRUCTIONENTRANCE SHOWN ON THEAPPROVED PLANDITCH 2LIMITS OF DISTURBANCELEGENDLDLDTEMPORARY SILT FENCE (CLDS 30.06A)PROPOSED BAFFLESPROPERTY LINEPROPOSED STABILIZED CONSTRUCTIONENTRANCE (CLDS 30.11A)INLET PROTECTIONTOTAL DENUDED AREA:4.16 ACRESPH 2 AREA:2.59 ACRESPH 2 STABILIZED:1.59 ACRESREMAINING DENUDED:2.57 ACRESCONSTRUCTION SEQUENCE1.OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OFCHARLOTTE ENGINEERING DEPARTMENT.2.FLAG THE CONSTRUCTION LIMITS AND MARK ANY TREES, WETLANDS, OR EXISTINGSTRUCTURES NOTED TO REMAIN.3.SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROLINSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS EROSIONCONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIORTO ANY LAND-DISTURBING ACTIVITY IS A VIOLATION OF THE CITY CODE AND ISSUBJECT TO FINE.4.INSTALL TEMPORARY CONSTRUCTION ENTRANCE.PHASE 15.INSTALL BOX CULVERT BY-PASSPHASE 26.INSTALL ALL TEMPORARY SILT FENCE, TREE PROTECTION, AND ANY OTHERTEMPORARY MEASURES AS DEEMED NECESSARY BY THE EROSION CONTROLINSPECTOR.7.INSTALL SKIMMER SEDIMENT BASIN, CHECK DAMS AND DIVERSION DITCHES.8.CALL FOR ON-SITE INSPECTION BY EROSION CONTROL INSPECTOR. WHENAPPROVED, INSPECTOR WILL ISSUE THE GRADING PERMIT AND CLEARING,GRUBBING AND DEMOLITION MAY BEGIN.9.GENERAL CONTRACTOR SHALL ENSURE THAT EROSION CONTROL MEASURES ARE INPLACE AND FUNCTIONING PRIOR TO GRUBBING AND GRADING OPERATIONS.10.BEGIN CLEARING, GRUBBING AND DEMOLITION OPERATIONS. CLEARING ANDGRUBBING SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BEPERFORMED AND ONLY IN AREAS WHERE CONSTRUCTION IS PLANNED TOCOMMENCE WITHIN 14 DAYS AFTER CLEARING AND GRUBBING.11.BEGIN MASS GRADING, INSTALLING ADDITIONAL EROSION CONTROL MEASURES ASINDICATED, AS REQUIRED, AND AS DEEMED NECESSARY BY THE EROSION CONTROLINSPECTOR.12.COMPLETE STABILIZATION OF UPPER SITE, 1.60 ACPHASE 2A13.COORDINATE PHASING OUT OF SED BASIN WITH UNDERGROUND VAULTCONSTRUCTION AND SITE INSPECTOR.14.SED BASIN IS REQUIRED TO BE IN PLACE IF GREATER THAN 1.0 AC OF DISTURBEDAREA ARE PRESENTPHASE 315.IN COORDINATION WITH SITE INSPECTOR UNDERGROUND VAULT TO ACT ASSEDIMENT BASIN.16.MAJORITY OF BUILDING FOOTPRINT TO BE STABILIZED IN THIS PHASEPHASE 417.CONTINUE MAINTENANCE OOF EROSION CONTROL MEASURES18.STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING ISNECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS ANDESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTIONSEQUENCE.19.NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED AND WITH APPROVALFROM EROSION CONTROL INSPECTOR.20.ALL EROSION CONTROL DEVICES SHOULD BE MONITORED ONCE A WEEK AND AFTEREVERY 1" RAIN EVENT OR GREATER BY A CERTIFIED INSPECTOR. IF ANY FAILURESARE FOUND THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE.21.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITHTHE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S.DEPT. OF AGRICULTURE, CITY OF CHARLOTTE, EROSION CONTROL ORDINANCE, ANDTHE CHARLOTTE LAND DEVELOPMENT STANDARDS.22.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENTPROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSIONMUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.23.UPON STABILIZATION OF ALL UPSTREAM AREA, SKIMMER SEDIMENT VAULT TO BEMUCKED OUT AND CONVERTED TO UNDERGROUND DETENTION.PROP. 24" PVC PIPETOP ELEV: 656.00DITCH 4
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18" RCP18" RCP18" RCP TD->TD->TD->TD->TD->TD->MODERA AT THEFOUNDRYMILL CREEK RESIDENTIAL TRUSTCHARLOTTENORTH CAROLINA1022147EC PH 4N/AC3-056/28/2023 3:37 PM ERIC LEACH P:\CLT\_2022\1022147\CAD\DOCUMENTATION\1022147_PLN_EROS4.DWGKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LAND DEVELOPMENT1ST SUBMITTAL04.28.20231LAND DEVELOPMENT2nd SUBMITTAL06.28.20232 1" = 20'4020#10EXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGPROPOSED PLAZAEROSION CONTROL NOTES:1.CONTRACTOR TO PROVIDE AS MUCH SPACE AS POSSIBLE BETWEEN TOE OF FILLSLOPE AND SILT FENCE.2.PLEASE CONTACT CITY INSPECTOR TO ADVISE ON START DATE AND SCHEDULEPRE-CONSTRUCTION MEETING.3.ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROMTHE ZONING ADMINISTRATOR.4.ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN ON THIS PLAN ISSUBJECT TO A FINE.5.GRADING 1 ACRE OR MORE WITHOUT AN APPROVED EROSION CONTROL PLAN IS AVIOLATION AND SUBJECT TO A FINE.6.ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 7 CALENDAR DAYS.7.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIREDBY THE EROSION CONTROL COORDINATOR.8.SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. FILL SLOPES GREATER THAN10' REQUIRE ADEQUATE TERRACING. SLOPES GREATER THAN 3:1 SHALL RECEIVEMATTING.9.ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS BENCHMARK WHICHMUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.10.ALL CONSTRUCTION TRAFFIC MUST BE THROUGH THE CONSTRUCTION ENTRANCESHOWN ON THE APPROVED PLAN.11.ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE N.C.EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.12.PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULDBE CONSTRUCTED AT 3:1 (HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENTSLOPES OF 3:1 SHOULD BE CONSTRUCTED WHERE MOWING IS DESIRABLE AND ASINDICATED. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTEMATERIAL IS HAULED FROM THE PROPERTY THEN THE CONTRACTOR SHALLDISCLOSE THE LOCATION OF ANY ON-SITE AND/OR OFF-SITE BORROW LOCATIONAND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR.BORROW AND WASTE SITES MUST HAVE APPROVE EROSION CONTROL PLAN.13.LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND FILL SLOPES OR OTHERGRADING REQUIREMENTS.14.CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES AS INDICATEDPRIOR TO GRADING OPERATIONS. NO DEVICE MAY BE REMOVED WITHOUTAPPROVAL OF EROSION CONTROL COORDINATOR.15.CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTINGCONTOURS.16.ALL DISTANCES ARE HORIZONTAL GROUND.17.ANCHOR SILT FENCE WITH STONE ON TREE PROTECTION ZONES. DO NOT BURY.18.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA19.INLET PROTECTION IS REQUIRED FOR ALL PHASES OF THE PROJECT AND UNTILTHE DISTURBED AREA IS FULLY STABILIZED.20.SEDIMENT TRAP AND BASIN SLOPES SHALL BE STABILIZED AND SEEDEDIMMEDIATELY AFTER CONSTRUCTION.21.CONTRACTOR TO REPLACE ALL STAGING AND STOCKPILE AREAS TO PRECONSTRUCTION CONDITIONS. PROVIDE PHOTO DOCUMENTATION OFPRE-CONSTRUCTION CONDITION AT THESE AREASLIMITS OF DISTURBANCELEGENDLDLDTEMPORARY SILT FENCE (CLDS 30.06A)PROPOSED BAFFLESPROPERTY LINEPROPOSED STABILIZED CONSTRUCTIONENTRANCE (CLDS 30.11A)INLET PROTECTIONPHASE 2ASKIMMER VAULTDRAINAGE AREA : 1.49 ACSURFACE AREA REQUIRED: 3,234 SFSURFACE AREA PROVIDED: 4,000 SFVOLUME PROVIDED: 10,000 CFBOTTOM OF BASIN: 654'SIDE SLOPE: N/APROP. SKIMMER DEWATERINGDEVICESKIMMER SIZE: 3.00"ORIFICE DIAMETER: 2.00"SKIMMER INVERT: 654.00'DE-WATERING TIME: 2.16 DAYSPROP. 12" PVC TO TIEINTO EX. STORM INLETPROP. 12" PVC (TYP.)EX. SANITARYSEWER (TYP.)EX. STORMWATER (TYP.)DRAINAGE AREADRAINAGE AREAPROPERTY LINEPROPERTY LINETOTAL DENUDED AREA:4.16 ACRESPH 2 AREA:2.59 ACRESPROP. PROJECTLIMITS (TYP.)PROP. SILT FENCE(TYP.)PH 2 STABILIZED:1.59 ACRESREMAINING DENUDED:2.57 ACRESPH 2A DRAINAGE AREATO VAULT.ALL CONSTRUCTION TRAFFIC MUST BETHROUGH THE CONSTRUCTION ENTRANCESHOWN ON THE APPROVED PLANSPROP. CONSTRUCTION ENTRANCEWITH TIRE WASH (TYP.)CONSTRUCTION SEQUENCE1.OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OFCHARLOTTE ENGINEERING DEPARTMENT.2.FLAG THE CONSTRUCTION LIMITS AND MARK ANY TREES, WETLANDS, OR EXISTINGSTRUCTURES NOTED TO REMAIN.3.SET UP AN ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROLINSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS EROSIONCONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIORTO ANY LAND-DISTURBING ACTIVITY IS A VIOLATION OF THE CITY CODE AND ISSUBJECT TO FINE.4.INSTALL TEMPORARY CONSTRUCTION ENTRANCE.PHASE 15.INSTALL BOX CULVERT BY-PASSPHASE 26.INSTALL ALL TEMPORARY SILT FENCE, TREE PROTECTION, AND ANY OTHERTEMPORARY MEASURES AS DEEMED NECESSARY BY THE EROSION CONTROLINSPECTOR.7.INSTALL SKIMMER SEDIMENT BASIN, CHECK DAMS AND DIVERSION DITCHES.8.CALL FOR ON-SITE INSPECTION BY EROSION CONTROL INSPECTOR. WHENAPPROVED, INSPECTOR WILL ISSUE THE GRADING PERMIT AND CLEARING,GRUBBING AND DEMOLITION MAY BEGIN.9.GENERAL CONTRACTOR SHALL ENSURE THAT EROSION CONTROL MEASURES ARE INPLACE AND FUNCTIONING PRIOR TO GRUBBING AND GRADING OPERATIONS.10.BEGIN CLEARING, GRUBBING AND DEMOLITION OPERATIONS. CLEARING ANDGRUBBING SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BEPERFORMED AND ONLY IN AREAS WHERE CONSTRUCTION IS PLANNED TOCOMMENCE WITHIN 14 DAYS AFTER CLEARING AND GRUBBING.11.BEGIN MASS GRADING, INSTALLING ADDITIONAL EROSION CONTROL MEASURES ASINDICATED, AS REQUIRED, AND AS DEEMED NECESSARY BY THE EROSION CONTROLINSPECTOR.12.COMPLETE STABILIZATION OF UPPER SITE, 1.60 ACPHASE 2A13.COORDINATE PHASING OUT OF SED BASIN WITH UNDERGROUND VAULTCONSTRUCTION AND SITE INSPECTOR.14.SED BASIN IS REQUIRED TO BE IN PLACE IF GREATER THAN 1.0 AC OF DISTURBEDAREA ARE PRESENTPHASE 315.IN COORDINATION WITH SITE INSPECTOR UNDERGROUND VAULT TO ACT ASSEDIMENT BASIN.16.MAJORITY OF BUILDING FOOTPRINT TO BE STABILIZED IN THIS PHASEPHASE 417.CONTINUE MAINTENANCE OOF EROSION CONTROL MEASURES18.STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING ISNECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS ANDESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTIONSEQUENCE.19.NO DEVICE SHALL BE REMOVED UNTIL SITE IS STABILIZED AND WITH APPROVALFROM EROSION CONTROL INSPECTOR.20.ALL EROSION CONTROL DEVICES SHOULD BE MONITORED ONCE A WEEK AND AFTEREVERY 1" RAIN EVENT OR GREATER BY A CERTIFIED INSPECTOR. IF ANY FAILURESARE FOUND THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE.21.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITHTHE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S.DEPT. OF AGRICULTURE, CITY OF CHARLOTTE, EROSION CONTROL ORDINANCE, ANDTHE CHARLOTTE LAND DEVELOPMENT STANDARDS.22.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENTPROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSIONMUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.23.UPON STABILIZATION OF ALL UPSTREAM AREA, SKIMMER SEDIMENT VAULT TO BEMUCKED OUT AND CONVERTED TO UNDERGROUND DETENTION.DITCH 4
MODERA AT THEFOUNDRYMILL CREEK RESIDENTIAL TRUSTCHARLOTTENORTH CAROLINA1022147EROSION CONTROL DETAILSN/AC3-066/28/2023 3:37 PM ERIC LEACH P:\CLT\_2022\1022147\CAD\DOCUMENTATION\1022147_DTL_EROS.DWGAS NOTEDKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LAND DEVELOPMENT1ST SUBMITTAL04.28.20231LAND DEVELOPMENT2nd SUBMITTAL06.28.20232 SSB-1(PH 2)3.682.5724.586,62416,9007,9878,115123101.553.0 in2.5 in1.492.579.954,62610,0003,2344,000123101.553.0 in2.0 inSSB-1(PH 2A)PH 2-DITCH #10.56 AC1.5 ft7.0 ft1.0 ft4.68 ft/sPH 2-DITCH #20.36 AC1.5 ft7.0 ft1.0 ft3.91 ft/sNAG S-150 MATTING OR EQUIVALENTPH 2A-DITCH #10.91 AC1.5 ft7.0 ft1.0 ft6.25 ft/sPH 2A-DITCH #20.21 AC1.5 ft7.0 ft1.0 ft1.90 ft/sNAG S-150 MATTING OR EQUIVALENTNAG S-150 MATTING OR EQUIVALENTPH 2-DITCH #30.22 AC1.5 ft7.0 ft1.0 ft1.78 ft/sPH 2-4-DITCH #40.27 AC1.5 ft7.0 ft1.0 ft2.22 ft/sNAG S-150 MATTING OR EQUIVALENT
MODERA AT THEFOUNDRYMILL CREEK RESIDENTIAL TRUSTCHARLOTTENORTH CAROLINA1022147EROSION CONTROL DETAILSN/AC3-076/28/2023 3:38 PM ERIC LEACH P:\CLT\_2022\1022147\CAD\DOCUMENTATION\1022147_DTL_EROS.DWGAS NOTEDKEY MAPSEALSHEET NUMBERSHEET TITLELANDDESIGN PROJ.#SCALEPROJECTNORTHNO.DESCRIPTIONDATEREVISION / ISSUANCEORIGINAL SHEET SIZE: 30" X 42"VERT:HORZ:CHECKED BY:DRAWN BY:DESIGNED BY:223 NORTH GRAHAM STREETCHARLOTTE, NC 28202704.333.0325WWW.LANDDESIGN.COMNC ENG. FIRM LICENSE # C-0658LAND DEVELOPMENT1ST SUBMITTAL04.28.20231LAND DEVELOPMENT2nd SUBMITTAL06.28.20232
DEPARTMENT OF THE ARMY
U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT CHARLOTTE REGULATORY OFFICE
8430 UNIVERSITY EXECUTIVE PARK DRIVE, SUITE 615
CHARLOTTE NORTH CAROLINA 28262
July 5, 2023

Regulatory Program/Division

Mr. Justin Houston
Mill Creek Residential Trust
1001 Morehead Square Drive
Suite 300
Charlotte, NC 28203
Via Email: [e-mail]

Dear Mr. Houston:

This letter is in response to the Pre-Construction Notification (PCN) you submitted to
the Wilmington District, Charlotte Regulatory Office on April 20, 2023, for a Department
of the Army Nationwide permit (NWP) verification. This project has been assigned the
file number SAW-2023-00194 and is known as The Foundry at Cedar Street. This file
number should be referenced in all correspondence concerning this project.

A review of the information provided indicates that the proposed work would result in
permanent impacts of 115 linear feet (0.01 acre) of stream to facilitate construction of a
residential development. The project area for this determination includes a 4.78 acre(s)
area which is illustrated on the enclosed site plans/maps. The project area is in the
eastern quadrant of the intersection of S. Cedar St. and Eldridge St., approximately 0.09
mile northeast of the intersection of S. Cedar St. and W. Morehead St., at Latitude
35.227700 and Longitude -80.854500; in Charlotte, Mecklenburg County, North
Carolina.

We have determined that the proposed work is authorized by Nationwide Permit 29
(Residential Development). The proposed work must be accomplished in strict
accordance with the general permit conditions, any regional conditions, the special
conditions listed in this letter, the application materials, and the enclosed plans entitled
Foundry at Cedar Street, Impact 1 Storm Plan and Impact 1 Storm Profile, dated 03-01-
2023. If the extent of the project area and/or nature of the authorized impacts to waters
are modified, a revised PCN must be submitted to this office for written approval before
work is initiated. Any violation of permit conditions or deviation from your submitted
plans may subject the permittee to enforcement action.

This verification is valid until March 14, 2026, unless prior to this date the subject
NWP(s) is suspended, revoked, or is modified such that the activity no longer complies
with the terms and conditions of this NWP. If you commence or are under contract to
commence this activity before the date that the relevant NWP is modified or revoked,
you will have 12 months from the date of the modification or revocation of the NWP to
complete the activity under the present terms and conditions of this NWP.

Project Specific Special Conditions:

1. Should the Tricolored Bat (Perimyotis subflavus) become listed as threatened or
endangered under the Endangered Species Act prior to tree-clearing activities
within the Corps action area, the applicant shall commit to a tree clearing
moratorium within the Corps action area between April 1 and October 15.

Activities subject to Section 404 (as indicated above) may also require an individual
Section 401 Water Quality Certification. You should contact the NC Division of Water
Resources (telephone [phone]) to determine Section 401 requirements.

This NWP verification does not preclude the necessity to obtain any other Federal,
State, or local permits, licenses, and/or certifications, which may be required.

If you have any questions related to this verification or have issues accessing
documents referenced in this letter, please contact Meagan Jolly, Regulatory Specialist
of the Charlotte Regulatory Office at 704-578-4506, by mail at the above address, or by
email at [e-mail]. Please take a moment to complete our
customer satisfaction survey located at
https://regulatory.ops.usace.army.mil/ords/f?p=136:4.

Sincerely,

Meagan Jolly
Regulatory Specialist

Enclosures

Cc (w/enclosures)
Christine Geist, NRE Environmental (via [e-mail])

General Conditions (33 CFR PART 320-330):

1. The time limit for completing the work authorized ends on March 14, 2026.

2. You must maintain the activity authorized by this permit in good condition and in
conformance with the terms and conditions of this permit. You are not relieved of this
requirement if you abandon the permitted activity, although you may make a good faith
transfer to a third party in compliance with General Condition 4 below. Should you wish
to cease to maintain the authorized activity or should you desire to abandon it without a
good faith transfer, you must obtain a modification of this permit from this office, which
may require restoration of the area.

3. If you discover any previously unknown historic or archeological remains while
accomplishing the activity authorized by this permit, you must immediately notify this
office of what you have found. We will initiate the Federal and state coordination
required to determine if the remains warrant a recovery effort of if the site is eligible for
listing in the National Register of Historic Places.

4. If you sell the property associated with this permit you must obtain the signature
of the new owner on the transfer form attached to this letter and forward a copy to this
office to validate the transfer of this authorization.

5. If a conditioned water quality certification has been issued for your project, you
must comply with the conditions specified in the certification as special conditions to this
permit.

6. You must allow a representative from this office to inspect the authorized activity
at any time deemed necessary to ensure that it is being or has been accomplished in
accordance with the terms and conditions of your permit.

Compliance Certification Form

Action ID Number: SAW-2023-00194 County: Mecklenburg

Permittee: Mill Creek Residential Trust, Mr. Justin Houston

Project Name: The Foundry at Cedar Street

Date Verification Issued: 7/5/2023

Project Manager: Meagan Jolly

Within 30 days of completion of the activity authorized by this permit and any mitigation
required by the permit, sign this certification and return it to the following address:

US ARMY CORPS OF ENGINEERS
Wilmington District
Attn: Meagan Jolly
Charlotte Regulatory Office
U.S Army Corps of Engineers
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
or
[e-mail]
704-578-4506

Please note that your permitted activity is subject to a compliance inspection by a U. S.
Army Corps of Engineers representative. Failure to comply with any terms or conditions
of this authorization may result in the Corps suspending, modifying or revoking the
authorization and/or issuing a Class I administrative penalty, or initiating other
appropriate legal action.

I hereby certify that the work authorized by the above referenced permit has been
completed in accordance with the terms and condition of the said permit including any
general or specific conditions, and the required mitigation was completed in accordance
with the permit conditions.

__________________________________ ______________________
Signature of Permittee Date
TASK ID TASK WORK
DAYS
Start Finish Total
Float
COMMENTS
MODERA FOUNDRYMODERA FOUNDRY 886 11-Nov-22 A 06-Nov-26 0
MILESTONESMILESTONES 783 03-Oct-23 06-Nov-26 0
1409 TOTAL CONSTRUCTION DURATION 742 04-Dec-23 06-Nov-26 0 **CURRENTLY 35 MOS**
PRECONSTRUCTIONPRECONSTRUCTION 41 03-Oct-23 01-Dec-23 0
1185 SUBMIT GMP 0 03-Oct-23 0
1184 GMP APPROVAL 0 17-Oct-23 0
1414 CONTRACT DEVELOPMENT WITH EQUITY PARTNERS / NOTICE TO
PROCEED
31 18-Oct-23 01-Dec-23 0
CONSTRUCTIONCONSTRUCTION 385 30-Apr-25 06-Nov-26 0
1163 CONCRETE TOPOUT 0 30-Apr-25 25 4/30/25f per sub+6w
1165 START WOOD FRAMING 0 30-Apr-25 58
1411 PERMANENT POWER 0 08-Sep-25 106
1167 WOOD FRAMING COMPLETE 0 10-Dec-25 0
1153 SUBSTANTIAL COMPLETION - BUILDING A 0 17-Aug-26 58
1149 SUBSTANTIAL COMPLETION - BUILDING B 0 18-Sep-26 35
1151 SUBSTANTIAL COMPLETION - BUILDING C 0 06-Nov-26 0
PRECONSTRUCTIONPRECONSTRUCTION 516 11-Nov-22 A 21-May-25 370
DESIGNDESIGN 42 11-Nov-22 A 05-Sep-23 803
CIVILCIVIL 42 11-Nov-22 A 05-Sep-23 803
1100 ISSUE CIVIL SCHEMATIC DESIGN SET 0 11-Nov-22 A 11/11/22
1102 CIVIL DESIGN DEVELOPMENT SET 10 14-Nov-22 A 18-May-23 A 5/18f
1118 CIVIL GMP DOCUMENT SET 10 19-May-23 A 05-Sep-23 39 9/5f
STRUCTURALSTRUCTURAL 42 11-Nov-22 A 05-Sep-23 266
1112 ISSUE STRUCTURAL SCHEMATIC DESIGN SET 0 11-Nov-22 A
1114 STRUCTURAL DESIGN DEVELOPMENT SET 10 14-Nov-22 A 05-Sep-23 266 9/5F
1120 STRUCTURAL GMP DOCUMENT SET 10 19-May-23 A 05-Sep-23 0 9/5F
ARCHITECTURALARCHITECTURAL 42 30-Nov-22 A 05-Sep-23 118
1122 ISSUE ARCHITECTURAL SCHEMATIC DESIGN SET 0 30-Nov-22 A
1124 ARCHITECTURAL DESIGN DEVELOPMENT SET 10 01-Dec-22 A 19-May-23 A
1126 ARCHITECTURAL GMP DOCUMENT SET 10 19-May-23 A 05-Sep-23 0 9/5F
GMP / PERMITGMP / PERMIT 30 06-Sep-23 17-Oct-23 0
1182 GMP DOCUMENT PRICING 20 06-Sep-23 03-Oct-23 0 4W
1183 GMP REVIEW 10 04-Oct-23 17-Oct-23 0 2W
PERMITTINGPERMITTING 122 14-Nov-22 A 30-Oct-23 185
FOUNDATION PERMITFOUNDATION PERMIT 41 14-Nov-22 A 06-Jul-23 266
1116 FOUNDATION PERMIT DOCUMENTS 10 14-Nov-22 A 08-May-23 A 5/8F
1106 SUBMIT FOR FOUNDATION PERMIT 0 08-May-23 A 5/8F
1108 FOUNDATION PERMIT REVIEW 40 09-May-23 A 06-Jul-23 266 5/9S
1110 FOUNDATION PERMIT APPROVAL 0 06-Jul-23 266
BUILDING PERMITBUILDING PERMIT 106 22-May-23 A 30-Oct-23 185
1136 FULL BUILDING PERMIT DOCUMENTS 10 22-May-23 A 01-Sep-23 185 9/1F
1138 SUBMIT FOR FULL BUILDING PERMIT 0 01-Sep-23 185 9/1F
1140 FULL BUILDING PERMIT REVIEW 40 05-Sep-23 30-Oct-23 185 10/30F
1142 FULL BUILDING PERMIT APPROVAL 0 30-Oct-23 185 10/30F
PROCUREMENTPROCUREMENT 433 06-Sep-23 21-May-25 217
MOCKUP CONSTRUCTIONMOCKUP CONSTRUCTION 433 06-Sep-23 21-May-25 95
1155 MOCKUP DESIGN & MATERIAL PROCUREMENT 90 06-Sep-23 16-Jan-24 378
1157 MOCKUP CONSTRUCTION 30 27-Feb-25 09-Apr-25 95 AFTER LVL 3 Conc
1159 MOCKUP REVIEW & APPROVAL 30 10-Apr-25 21-May-25 95 **installation only
PRECAST BOX CULVERTPRECAST BOX CULVERT 40 06-Sep-23 31-Oct-23 39
1181 EARLY CIVIL PACKAGE AWARD 10 06-Sep-23 19-Sep-23 39
1146 PREPARE SUBMITTALS - CIP BOX CULVERT 20 20-Sep-23 17-Oct-23 39 AFTER CIVIL PCKG AWARD
1148 REVIEW & APPROVAL - CIP BOX CULVERT 10 18-Oct-23 31-Oct-23 39
PRECAST STORMWATER SKIMMER VAULTPRECAST STORMWATER SKIMMER VAULT 30 20-Sep-23 31-Oct-23 208
1143 PREPARE SUBMITTALS - CIP SKIMMER VAULT 20 20-Sep-23 17-Oct-23 208 AFTER CIVIL PCKG AWARD
M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D
2023 2024 2025 2026
1409 TOTAL CONSTRUCTION DURATION
1185 SUBMIT GMP
1184 GMP APPROVAL
1414 CONTRACT DEVELOPMENT WITH EQUITY PARTNERS / NOTICE TO PROCEED
1163 CONCRETE TOPOUT
1165 START WOOD FRAMING
1411 PERMANENT POWER
1167 WOOD FRAMING COMPLETE
1153 SUBSTANTIAL COMPLETION - BUILDING A
1149 SUBSTANTIAL COMPLETION - BUILDING B
1151 SUBSTANTIAL COMPLETION - BUILDING C
ISSUE CIVIL SCHEMATIC DESIGN SET
CIVIL DESIGN DEVELOPMENT SET
CIVIL GMP DOCUMENT SET
ISSUE STRUCTURAL SCHEMATIC DESIGN SET
STRUCTURAL DESIGN DEVELOPMENT SET
STRUCTURAL GMP DOCUMENT SET
ISSUE ARCHITECTURAL SCHEMATIC DESIGN SET
ARCHITECTURAL DESIGN DEVELOPMENT SET
ARCHITECTURAL GMP DOCUMENT SET
1182 GMP DOCUMENT PRICING
1183 GMP REVIEW
FOUNDATION PERMIT DOCUMENTS
SUBMIT FOR FOUNDATION PERMIT
FOUNDATION PERMIT REVIEW
1110 FOUNDATION PERMIT APPROVAL
FULL BUILDING PERMIT DOCUMENTS
1138 SUBMIT FOR FULL BUILDING PERMIT
1140 FULL BUILDING PERMIT REVIEW
1142 FULL BUILDING PERMIT APPROVAL
1155 MOCKUP DESIGN & MATERIAL PROCUREMENT
1157 MOCKUP CONSTRUCTION
1159 MOCKUP REVIEW & APPROVAL
1181 EARLY CIVIL PACKAGE AWARD
1146 PREPARE SUBMITTALS - CIP BOX CULVERT
1148 REVIEW & APPROVAL - CIP BOX CULVERT
1143 PREPARE SUBMITTALS - CIP SKIMMER VAULT
ISSUED 21-Jun-23
DATA DATE 01-Jun-23
MODERA FOUNDRY
PRELIMINARY SUMMARIZDE BASELINE SCHEDULE BY AREA - 21-Jun-23 DRAFT
PAGE 1 OF 6
FOUND 06-20-23
TASK ID TASK WORK
DAYS
Start Finish Total
Float
COMMENTS
1144 REVIEW & APPROVAL - CIP SKIMMER VAULT 10 18-Oct-23 31-Oct-23 208
FOUNDATION REBARFOUNDATION REBAR 85 18-Oct-23 20-Feb-24 109
1186 AWARD CONCRETE PACKAGE 5 18-Oct-23 24-Oct-23 109 AFTER GMP APPRVL
1152 PREPARE SUBMITTALS - FOUNDATION REBAR 30 25-Oct-23 07-Dec-23 109
1154 REVIEW & APPROVAL - FOUNDATION REBAR 20 08-Dec-23 09-Jan-24 109
1156 FABRICATION - FOUNDATION REBAR 30 10-Jan-24 20-Feb-24 109
WOOD TRUSSESWOOD TRUSSES 180 18-Oct-23 03-Jul-24 266
1188 AWARD WOOD FRAMING PACKAGE 20 18-Oct-23 14-Nov-23 266 AFTER GMP APPRVL
1158 PREPARE SUBMITTALS - WOOD TRUSSES 60 15-Nov-23 13-Feb-24 266
1160 REVIEW & APPROVAL - WOOD TRUSSES 20 14-Feb-24 12-Mar-24 266
1162 FABRICATION - WOOD TRUSSES 80 13-Mar-24 03-Jul-24 266
ELECTRICAL SWITCHGEARELECTRICAL SWITCHGEAR 293 18-Oct-23 13-Dec-24 271
1190 AWARD ELECTRICAL PACKAGE 5 18-Oct-23 24-Oct-23 271 AFTER GMP APPRVL
1164 PREPARE SUBMITTALS - SWITCHGEAR 20 25-Oct-23 21-Nov-23 271
1166 REVIEW & APPROVAL - SWITCHGEAR 10 22-Nov-23 07-Dec-23 271
1168 FABRICATION - SWITCHGEAR 258 08-Dec-23 13-Dec-24 271 ORDER BY MILL CREEK
WINDOWSWINDOWS 195 18-Oct-23 25-Jul-24 303
1192 AWARD WINDOW PACKAGE 20 18-Oct-23 14-Nov-23 303 AFTER GMP APPRVL
1170 PREPARE SUBMITTALS - WINDOWS 30 15-Nov-23 02-Jan-24 303
1172 REVIEW & APPROVAL - WINDOWS 15 03-Jan-24 23-Jan-24 303
1174 FABRICATION - WINDOWS 130 24-Jan-24 25-Jul-24 303
CABINETSCABINETS 195 18-Oct-23 25-Jul-24 425
1194 AWARD CABINET PACKAGE 20 18-Oct-23 14-Nov-23 425 AFTER GMP APPRVL
1176 PREPARE SUBMITTALS - CABINETS 30 15-Nov-23 02-Jan-24 425
1178 REVIEW & APPROVAL - CABINETS 15 03-Jan-24 23-Jan-24 425
1180 FABRICATION - CABINETS 130 24-Jan-24 25-Jul-24 425
CONSTRUCTIONCONSTRUCTION 742 04-Dec-23 06-Nov-26 0
CIVILCIVIL 168 04-Dec-23 31-Jul-24 574
MOBILIZATION & DEMOMOBILIZATION & DEMO 33 04-Dec-23 22-Jan-24 0
1195 MOBILIZATION 13 04-Dec-23 20-Dec-23 0 12/4S
1196 CONSTRUCTION SITE FENCING & ENTRANCES 5 21-Dec-23 29-Dec-23 0 12/29F
1197 DEMOLITION 15 02-Jan-24 22-Jan-24 0 3W
EROSION CONTROL PHASE 1EROSION CONTROL PHASE 1 40 02-Jan-24 26-Feb-24 0
1198 EROSION CONTROL & INSPECTION - CIVIL PHASE 1 20 02-Jan-24 29-Jan-24 0 20D
1199 F/R/P CIP BOX CULVERT - CIVIL PHASE 1 30 02-Jan-24 12-Feb-24 0 W/ EC 6W
1200 TIE INTO EXISTING STORM & BACKFILL - CIVIL PHASE 1 10 13-Feb-24 26-Feb-24 0 2W
EROSION CONTROL PHASE 2EROSION CONTROL PHASE 2 90 27-Feb-24 02-Jul-24 0
1207 SEDIMENT BASIN - CIVIL PHASE 2 10 27-Feb-24 11-Mar-24 0 2W
1208 EARTHWORK - CIVIL PHASE 2 80 12-Mar-24 02-Jul-24 0 4M
EROSION CONTROL PHASE 3EROSION CONTROL PHASE 3 105 05-Mar-24 31-Jul-24 89
1202 F/R/P CIP SKIMMER VAULT & STORM - CIVIL PHASE 3 30 05-Mar-24 15-Apr-24 124 6W
1204 EARTHWORK - CIVIL PHASE 3 40 05-Jun-24 31-Jul-24 89 2M
SANITARY & WATER UTILITIESSANITARY & WATER UTILITIES 20 19-Jun-24 17-Jul-24 584
1209 WATER & FIRE MAINS 20 19-Jun-24 17-Jul-24 584
1206 SANITARY SEWER 20 19-Jun-24 17-Jul-24 584
CONCRETE PODIUMCONCRETE PODIUM 209 03-Jul-24 30-Apr-25 385
LEVEL 1LEVEL 1 173 03-Jul-24 11-Mar-25 421
BUILDING ABUILDING A 113 03-Jul-24 12-Dec-24 481
1101 POUR CRANE PADS & ERECT TOWER CRANES #1 & #2 15 03-Jul-24 24-Jul-24 0 3W
1210 CIP RETAINING WALL FOUNDATIONS - BUILDING A LEVEL 1 15 25-Jul-24 14-Aug-24 0
1211 CIP RETAINING WALL - BUILDING A LEVEL 1 30 06-Aug-24 17-Sep-24 0
1214 FOUNDATIONS - BUILDING A LEVEL 1 20 20-Aug-24 17-Sep-24 0
1415 UNDERSLAB MEP ROUGHIN, VAPOR MITIGATION & INSPECTIONS -
BUILDING A
15 04-Sep-24 24-Sep-24 0 3W
1103 PREP & POUR SOG - BUILDING A 10 18-Sep-24 01-Oct-24 0 2W
1234 COLUMNS - BUILDING A LEVEL 1 20 02-Oct-24 29-Oct-24 0
M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D
2023 2024 2025 2026
1144 REVIEW & APPROVAL - CIP SKIMMER VAULT
1186 AWARD CONCRETE PACKAGE
1152 PREPARE SUBMITTALS - FOUNDATION REBAR
1154 REVIEW & APPROVAL - FOUNDATION REBAR
1156 FABRICATION - FOUNDATION REBAR
1188 AWARD WOOD FRAMING PACKAGE
1158 PREPARE SUBMITTALS - WOOD TRUSSES
1160 REVIEW & APPROVAL - WOOD TRUSSES
1162 FABRICATION - WOOD TRUSSES
1190 AWARD ELECTRICAL PACKAGE
1164 PREPARE SUBMITTALS - SWITCHGEAR
1166 REVIEW & APPROVAL - SWITCHGEAR
1168 FABRICATION - SWITCHGEAR
1192 AWARD WINDOW PACKAGE
1170 PREPARE SUBMITTALS - WINDOWS
1172 REVIEW & APPROVAL - WINDOWS
1174 FABRICATION - WINDOWS
1194 AWARD CABINET PACKAGE
1176 PREPARE SUBMITTALS - CABINETS
1178 REVIEW & APPROVAL - CABINETS
1180 FABRICATION - CABINETS
1195 MOBILIZATION
1196 CONSTRUCTION SITE FENCING & ENTRANCES
1197 DEMOLITION
1198 EROSION CONTROL & INSPECTION - CIVIL PHASE 1
1199 F/R/P CIP BOX CULVERT - CIVIL PHASE 1
1200 TIE INTO EXISTING STORM & BACKFILL - CIVIL PHASE 1
1207 SEDIMENT BASIN - CIVIL PHASE 2
1208 EARTHWORK - CIVIL PHASE 2
1202 F/R/P CIP SKIMMER VAULT & STORM - CIVIL PHASE 3
1204 EARTHWORK - CIVIL PHASE 3
1209 WATER & FIRE MAINS
1206 SANITARY SEWER
1101 POUR CRANE PADS & ERECT TOWER CRANES #1 & #2
1210 CIP RETAINING WALL FOUNDATIONS - BUILDING A LEVEL 1
1211 CIP RETAINING WALL - BUILDING A LEVEL 1
1214 FOUNDATIONS - BUILDING A LEVEL 1
1415 UNDERSLAB MEP ROUGHIN, VAPOR MITIGATION & INSPECTIONS - BUILDING A
1103 PREP & POUR SOG - BUILDING A
1234 COLUMNS - BUILDING A LEVEL 1
ISSUED 21-Jun-23
DATA DATE 01-Jun-23
MODERA FOUNDRY
PRELIMINARY SUMMARIZDE BASELINE SCHEDULE BY AREA - 21-Jun-23 DRAFT
PAGE 2 OF 6
FOUND 06-20-23
TASK ID TASK WORK
DAYS
Start Finish Total
Float
COMMENTS
1244 FORM & POUR ELEVATED DECK - BUILDING A LEVEL 1 20 16-Oct-24 12-Nov-24 0
1212 BACKFILL CIP RETAINING WALL - BUILDING A LEVEL 1 20 13-Nov-24 12-Dec-24 481
BUILDING BBUILDING B 113 15-Aug-24 28-Jan-25 451
1216 CIP RETAINING WALL FOUNDATIONS - BUILDING B LEVEL 1 20 15-Aug-24 12-Sep-24 44
1218 CIP RETAINING WALL - BUILDING B LEVEL 1 30 18-Sep-24 29-Oct-24 31
1220 FOUNDATIONS - BUILDING B LEVEL 1 20 02-Oct-24 29-Oct-24 31
1104 UNDERSLAB MEP ROUGHIN, VAPOR MITIGATION & INSPECTIONS - BUILDING B 15 16-Oct-24 05-Nov-24 31 3W
1105 PREP & POUR SOG - BUILDING B 10 30-Oct-24 12-Nov-24 31 2W
1236 COLUMNS - BUILDING B LEVEL 1 20 13-Nov-24 12-Dec-24 31
1242 FORM & POUR ELEVATED DECK - BUILDING B LEVEL 1 20 27-Nov-24 30-Dec-24 31
1222 BACKFILL CIP RETAINING WALL - BUILDING B LEVEL 1 20 31-Dec-24 28-Jan-25 451
BUILDING CBUILDING C 123 13-Sep-24 11-Mar-25 421
1224 CIP RETAINING WALL FOUNDATIONS - BUILDING C LEVEL 1 20 13-Sep-24 10-Oct-24 59
1226 CIP RETAINING WALL - BUILDING C LEVEL 1 30 30-Oct-24 12-Dec-24 36
1228 FOUNDATIONS - BUILDING C LEVEL 1 20 13-Nov-24 12-Dec-24 36
1128 UNDERSLAB MEP ROUGHIN, VAPOR MITIGATION & INSPECTIONS -
BUILDING C
15 27-Nov-24 19-Dec-24 36 3W
1130 PREP & POUR SOG - BUILDING C 10 13-Dec-24 30-Dec-24 36 2W
1238 COLUMNS - BUILDING C LEVEL 1 20 31-Dec-24 28-Jan-25 36
1240 FORM & POUR ELEVATED DECK - BUILDING C LEVEL 1 20 15-Jan-25 11-Feb-25 36
1230 BACKFILL CIP RETAINING WALL - BUILDING C LEVEL 1 20 12-Feb-25 11-Mar-25 421
LEVEL 2LEVEL 2 95 07-Nov-24 26-Mar-25 30
1231 CONCRETE STRUCTURE - BUILDING A LEVEL 2 60 07-Nov-24 05-Feb-25 0
1232 CONCRETE STRUCTURE -BUILDING B LEVEL 2 40 16-Dec-24 12-Feb-25 25
1233 CONCRETE STRUCTURE -BUILDING C LEVEL 2 40 30-Jan-25 26-Mar-25 30
LEVEL 3LEVEL 3 100 02-Dec-24 23-Apr-25 30
1246 CONCRETE STRUCTURE -BUILDING A LEVEL 3 60 02-Dec-24 26-Feb-25 0
1248 CONCRETE STRUCTURE -BUILDING B LEVEL 3 55 09-Jan-25 26-Mar-25 25
1250 CONCRETE STRUCTURE -BUILDING C LEVEL 3 40 27-Feb-25 23-Apr-25 30
LEVEL 4LEVEL 4 80 23-Dec-24 16-Apr-25 25
1252 CONCRETE STRUCTURE -BUILDING A LEVEL 4 60 23-Dec-24 19-Mar-25 0
1254 CONCRETE STRUCTURE -BUILDING B LEVEL 4 55 30-Jan-25 16-Apr-25 25
LEVEL 5LEVEL 5 70 23-Jan-25 30-Apr-25 25
1258 CONCRETE STRUCTURE -BUILDING A LEVEL 5 60 23-Jan-25 16-Apr-25 0
1260 CONCRETE STRUCTURE -BUILDING B LEVEL 5 30 20-Mar-25 30-Apr-25 25
GARAGE / RETAIL MEPGARAGE / RETAIL MEP 186 12-Feb-25 03-Nov-25 106
1175 GARAGE MEP INSTALLATION - LEVEL 1 120 12-Feb-25 31-Jul-25 132
1173 GARAGE MEP INSTALLATION - LEVEL 2 120 27-Mar-25 15-Sep-25 111
1169 GARAGE MEP INSTALLATION - LEVEL 4 120 17-Apr-25 06-Oct-25 106
1171 GARAGE MEP INSTALLATION - LEVEL 3 120 01-May-25 20-Oct-25 106
1161 GARAGE MEP INSTALLATION - LEVEL 5 120 15-May-25 03-Nov-25 106
MAIN ELECTRICAL ROOMMAIN ELECTRICAL ROOM 20 11-Aug-25 08-Sep-25 106
1410 WIRE & TERMINATE ELECTRICAL GEAR 20 11-Aug-25 08-Sep-25 106
WOOD FRAMED APARTMENTSWOOD FRAMED APARTMENTS 395 17-Apr-25 06-Nov-26 0
BUILDING A (EAST TO WEST)BUILDING A (EAST TO WEST)337 17-Apr-25 17-Aug-26 58
MASONRY SHAFTSMASONRY SHAFTS 25 17-Apr-25 21-May-25 0
1263 MASONRY SHAFT - STAIR#1 BUILDING A SEQ 1 10 17-Apr-25 30-Apr-25 0
1134 MASONRY SHAFTS - ELEVATOR #1 & 2 BUILDING A SEQ 2 15 01-May-25 21-May-25 0
1221 MASONRY SHAFTS - STAIR#2 BUILDING A SEQ 2 10 08-May-25 21-May-25 0 W/ ELEVATOR SHAFT??
WOOD FRAMINGWOOD FRAMING 97 01-May-25 17-Sep-25 58
LEVEL 6LEVEL 6 25 01-May-25 05-Jun-25 58
1268 LAYOUT & FRAME WALLS - BUILDING A SEQ 1 LEVEL 6 10 01-May-25 14-May-25 58
1132 LAYOUT & FRAME WALLS - BUILDING A SEQ 2 LEVEL 6 10 22-May-25 05-Jun-25 58
LEVEL 7LEVEL 7 30 15-May-25 26-Jun-25 58
1267 TRUSSES & DECK - BUILDING A SEQ 1 LEVEL 7 5 15-May-25 21-May-25 58
1270 LAYOUT & FRAME WALLS - BUILDING A SEQ 1 LEVEL 7 10 22-May-25 05-Jun-25 58
M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D
2023 2024 2025 2026
1244 FORM & POUR ELEVATED DECK - BUILDING A LEVEL 1
1212 BACKFILL CIP RETAINING WALL - BUILDING A LEVEL 1
1216 CIP RETAINING WALL FOUNDATIONS - BUILDING B LEVEL 1
1218 CIP RETAINING WALL - BUILDING B LEVEL 1
1220 FOUNDATIONS - BUILDING B LEVEL 1
1104 UNDERSLAB MEP ROUGHIN, VAPOR MITIGATION & INSPECTIONS - BUILDING B
1105 PREP & POUR SOG - BUILDING B
1236 COLUMNS - BUILDING B LEVEL 1
1242 FORM & POUR ELEVATED DECK - BUILDING B LEVEL 1
1222 BACKFILL CIP RETAINING WALL - BUILDING B LEVEL 1
1224 CIP RETAINING WALL FOUNDATIONS - BUILDING C LEVEL 1
1226 CIP RETAINING WALL - BUILDING C LEVEL 1
1228 FOUNDATIONS - BUILDING C LEVEL 1
1128 UNDERSLAB MEP ROUGHIN, VAPOR MITIGATION & INSPECTIONS - BUILDING C
1130 PREP & POUR SOG - BUILDING C
1238 COLUMNS - BUILDING C LEVEL 1
1240 FORM & POUR ELEVATED DECK - BUILDING C LEVEL 1
1230 BACKFILL CIP RETAINING WALL - BUILDING C LEVEL 1
1231 CONCRETE STRUCTURE - BUILDING A LEVEL 2
1232 CONCRETE STRUCTURE -BUILDING B LEVEL 2
1233 CONCRETE STRUCTURE -BUILDING C LEVEL 2
1246 CONCRETE STRUCTURE -BUILDING A LEVEL 3
1248 CONCRETE STRUCTURE -BUILDING B LEVEL 3
1250 CONCRETE STRUCTURE -BUILDING C LEVEL 3
1252 CONCRETE STRUCTURE -BUILDING A LEVEL 4
1254 CONCRETE STRUCTURE -BUILDING B LEVEL 4
1258 CONCRETE STRUCTURE -BUILDING A LEVEL 5
1260 CONCRETE STRUCTURE -BUILDING B LEVEL 5
1175 GARAGE MEP INSTALLATION - LEVEL 1
1173 GARAGE MEP INSTALLATION - LEVEL 2
1169 GARAGE MEP INSTALLATION - LEVEL 4
1171 GARAGE MEP INSTALLATION - LEVEL 3
1161 GARAGE MEP INSTALLATION - LEVEL 5
1410 WIRE & TERMINATE ELECTRICAL GEAR
1263 MASONRY SHAFT - STAIR#1 BUILDING A SEQ 1
1134 MASONRY SHAFTS - ELEVATOR #1 & 2 BUILDING A SEQ 2
1221 MASONRY SHAFTS - STAIR#2 BUILDING A SEQ 2
1268 LAYOUT & FRAME WALLS - BUILDING A SEQ 1 LEVEL 6
1132 LAYOUT & FRAME WALLS - BUILDING A SEQ 2 LEVEL 6
1267 TRUSSES & DECK - BUILDING A SEQ 1 LEVEL 7
1270 LAYOUT & FRAME WALLS - BUILDING A SEQ 1 LEVEL 7
ISSUED 21-Jun-23
DATA DATE 01-Jun-23
MODERA FOUNDRY
PRELIMINARY SUMMARIZDE BASELINE SCHEDULE BY AREA - 21-Jun-23 DRAFT
PAGE 3 OF 6
FOUND 06-20-23
TASK ID TASK WORK
DAYS
Start Finish Total
Float
COMMENTS
1145 TRUSSES & DECK - BUILDING A SEQ 2 LEVEL 7 5 06-Jun-25 12-Jun-25 58
1150 LAYOUT & FRAME WALLS - BUILDING A SEQ 2 LEVEL 7 10 13-Jun-25 26-Jun-25 58
LEVEL 8LEVEL 8 32 06-Jun-25 22-Jul-25 58
1272 TRUSSES & DECK - BUILDING A SEQ 1 LEVEL 8 7 06-Jun-25 16-Jun-25 58
1274 LAYOUT & FRAME WALLS - BUILDING A SEQ 1 LEVEL 8 10 17-Jun-25 30-Jun-25 58
1201 TRUSSES & DECK - BUILDING A SEQ 2 LEVEL 8 7 27-Jun-25 08-Jul-25 58
1203 LAYOUT & FRAME WALLS - BUILDING A SEQ 2 LEVEL 8 10 09-Jul-25 22-Jul-25 58
LEVEL 9LEVEL 9 30 01-Jul-25 12-Aug-25 58
1276 TRUSSES & DECK - BUILDING A SEQ 1 LEVEL 9 5 01-Jul-25 08-Jul-25 58
1278 LAYOUT & FRAME WALLS - BUILDING A SEQ 1 LEVEL 9 10 09-Jul-25 22-Jul-25 58
1205 TRUSSES & DECK - BUILDING A SEQ 2 LEVEL 9 5 23-Jul-25 29-Jul-25 58
1213 LAYOUT & FRAME WALLS - BUILDING A SEQ 2 LEVEL 9 10 30-Jul-25 12-Aug-25 58
LEVEL 10LEVEL 10 30 23-Jul-25 03-Sep-25 58
1280 TRUSSES & DECK - BUILDING A SEQ 1 LEVEL 10 5 23-Jul-25 29-Jul-25 58
1282 LAYOUT & FRAME WALLS - BUILDING A SEQ 1 LEVEL 10 10 30-Jul-25 12-Aug-25 58
1215 TRUSSES & DECK - BUILDING A SEQ 2 LEVEL 10 5 13-Aug-25 19-Aug-25 58
1217 LAYOUT & FRAME WALLS - BUILDING A SEQ 2 LEVEL 10 10 20-Aug-25 03-Sep-25 58
ROOFROOF 25 13-Aug-25 17-Sep-25 58
1284 ROOF TRUSSES, PARAPETS & DECK - BUILDING A SEQ 1 ROOF 10 13-Aug-25 26-Aug-25 58
1219 ROOF TRUSSES, PARAPETS & DECK - BUILDING A SEQ 2 ROOF 10 04-Sep-25 17-Sep-25 58
ROOFINGROOFING 30 27-Aug-25 08-Oct-25 58
1393 ROOFING - BUILDING A SEQ 1 10 27-Aug-25 10-Sep-25 63
1107 ROOFING - BUILDING A SEQ 2 15 18-Sep-25 08-Oct-25 58
EXTERIOR FINISHESEXTERIOR FINISHES 150 16-Jul-25 19-Feb-26 143
1412 WINDOWS - BUILDING A SEQ 1 30 16-Jul-25 26-Aug-25 58
1177 WINDOWS - BUILDING A SEQ 2 30 27-Aug-25 08-Oct-25 58
1413 MASONRY & SIDING - BUILDING A SEQ 1 90 11-Sep-25 22-Jan-26 163
1179 MASONRY & SIDING - BUILDING A SEQ 2 90 09-Oct-25 19-Feb-26 143
INTERIORSINTERIORS 280 09-Jul-25 17-Aug-26 58
WEATHER RESISTANT ROUGHINWEATHER RESISTANT ROUGHIN 60 09-Jul-25 01-Oct-25 279
PHASE 1PHASE 1 45 09-Jul-25 10-Sep-25 84
1290 PLUMBING ROUGHIN - BUILDING A SEQ 1 ALL LEVELS 35 09-Jul-25*26-Aug-25 94
1294 FIRE PROTECTION - BUILDING A SEQ 1 ALL LEVELS 35 09-Jul-25*26-Aug-25 74
1292 WEATHER RESISTANT MECHANICAL - BUILDING A SEQ 1 ALL LEVELS 30 23-Jul-25*03-Sep-25 74
1308 PREROCK & GYPCRETE AT DEAD SPACES - BUILDING A SEQ 1 ALL LEVELS 20 30-Jul-25 26-Aug-25 84
1296 ELECTRICAL BOXES - BUILDING A SEQ 1 ALL LEVELS 15 13-Aug-25 03-Sep-25 84
1310 SET TUBS - BUILDING A SEQ 1 ALL LEVELS 20 13-Aug-25 10-Sep-25 84
PHASE 2PHASE 2 45 30-Jul-25 01-Oct-25 279
1223 PLUMBING ROUGHIN - BUILDING A SEQ 2 ALL LEVELS 35 30-Jul-25*17-Sep-25 74
1225 FIRE PROTECTION - BUILDING A SEQ 2 ALL LEVELS 35 30-Jul-25*17-Sep-25 284
1227 WEATHER RESISTANT MECHANICAL - BUILDING A SEQ 2 ALL LEVELS 30 13-Aug-25*24-Sep-25 284
1229 PREROCK & GYPCRETE AT DEAD SPACES - BUILDING A SEQ 2 ALL LEVELS 20 20-Aug-25 17-Sep-25 64
1235 ELECTRICAL BOXES - BUILDING A SEQ 2 ALL LEVELS 15 04-Sep-25 24-Sep-25 284
1237 SET TUBS - BUILDING A SEQ 2 ALL LEVELS 20 04-Sep-25 01-Oct-25 64
LEVEL 10LEVEL 10 145 11-Sep-25 09-Apr-26 58
SEQ 1SEQ 1 125 11-Sep-25 11-Mar-26 79
WEATHER SENSITIVE ROUGHINWEATHER SENSITIVE ROUGHIN 14 11-Sep-25 30-Sep-25 79
1298 MECHANICAL ROUGHIN - BUILDING A / SEQ 1 LEVEL 10 5 11-Sep-25 17-Sep-25 69
1306 ELECTRICAL & DATA ROUGHIN - BUILDING A / SEQ 1 LEVEL 10 5 11-Sep-25 17-Sep-25 79
1300 FIRE CAULK - BUILDING A / SEQ 1 LEVEL 10 2 18-Sep-25 19-Sep-25 79
1302 ROUGHIN INSPECTIONS - BUILDING A / SEQ 1 LEVEL 10 5 22-Sep-25 26-Sep-25 79
1304 FIRE MARSHAL INSPECTIONS - BUILDING A / SEQ 1 LEVEL 10 2 29-Sep-25 30-Sep-25 79
INSULATION & INSPECTIONSINSULATION & INSPECTIONS 12 01-Oct-25 16-Oct-25 79
1312 MOISTURE INTRUSION MITIGATION - BUILDING A / SEQ 1 LEVEL 10 3 01-Oct-25 03-Oct-25 79
1322 MOISTURE INTRUSION MITIGATION INSPECTION - BUILDING A / SEQ 1 LEVEL10 1 06-Oct-25 06-Oct-25 79
1320 NETTING & RC CHANNEL - BUILDING A / SEQ 1 LEVEL 10 3 07-Oct-25 09-Oct-25 79
1314 INSPECT NETTING & RC CHANNEL - BUILDING A / SEQ 1 LEVEL 10 1 10-Oct-25 10-Oct-25 79
1316 INSULATE - BUILDING A / SEQ 1 LEVEL 10 3 13-Oct-25 15-Oct-25 79
1318 INSPECT INSULATION - BUILDING A / SEQ 1 LEVEL 10 1 16-Oct-25 16-Oct-25 79
M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D
2023 2024 2025 2026
1145 TRUSSES & DECK - BUILDING A SEQ 2 LEVEL 7
1150 LAYOUT & FRAME WALLS - BUILDING A SEQ 2 LEVEL 7
1272 TRUSSES & DECK - BUILDING A SEQ 1 LEVEL 8
1274 LAYOUT & FRAME WALLS - BUILDING A SEQ 1 LEVEL 8
1201 TRUSSES & DECK - BUILDING A SEQ 2 LEVEL 8
1203 LAYOUT & FRAME WALLS - BUILDING A SEQ 2 LEVEL 8
1276 TRUSSES & DECK - BUILDING A SEQ 1 LEVEL 9
1278 LAYOUT & FRAME WALLS - BUILDING A SEQ 1 LEVEL 9
1205 TRUSSES & DECK - BUILDING A SEQ 2 LEVEL 9
1213 LAYOUT & FRAME WALLS - BUILDING A SEQ 2 LEVEL 9
1280 TRUSSES & DECK - BUILDING A SEQ 1 LEVEL 10
1282 LAYOUT & FRAME WALLS - BUILDING A SEQ 1 LEVEL 10
1215 TRUSSES & DECK - BUILDING A SEQ 2 LEVEL 10
1217 LAYOUT & FRAME WALLS - BUILDING A SEQ 2 LEVEL 10
1284 ROOF TRUSSES, PARAPETS & DECK - BUILDING A SEQ 1 ROOF
1219 ROOF TRUSSES, PARAPETS & DECK - BUILDING A SEQ 2 ROOF
1393 ROOFING - BUILDING A SEQ 1
1107 ROOFING - BUILDING A SEQ 2
1412 WINDOWS - BUILDING A SEQ 1
1177 WINDOWS - BUILDING A SEQ 2
1413 MASONRY & SIDING - BUILDING A SEQ 1
1179 MASONRY & SIDING - BUILDING A SEQ 2
1290 PLUMBING ROUGHIN - BUILDING A SEQ 1 ALL LEVELS
1294 FIRE PROTECTION - BUILDING A SEQ 1 ALL LEVELS
1292 WEATHER RESISTANT MECHANICAL - BUILDING A SEQ 1 ALL LEVELS
1308 PREROCK & GYPCRETE AT DEAD SPACES - BUILDING A SEQ 1 ALL LEVELS
1296 ELECTRICAL BOXES - BUILDING A SEQ 1 ALL LEVELS
1310 SET TUBS - BUILDING A SEQ 1 ALL LEVELS
1223 PLUMBING ROUGHIN - BUILDING A SEQ 2 ALL LEVELS
1225 FIRE PROTECTION - BUILDING A SEQ 2 ALL LEVELS
1227 WEATHER RESISTANT MECHANICAL - BUILDING A SEQ 2 ALL LEVELS
1229 PREROCK & GYPCRETE AT DEAD SPACES - BUILDING A SEQ 2 ALL LEVELS
1235 ELECTRICAL BOXES - BUILDING A SEQ 2 ALL LEVELS
1237 SET TUBS - BUILDING A SEQ 2 ALL LEVELS
1298 MECHANICAL ROUGHIN - BUILDING A / SEQ 1 LEVEL 10
1306 ELECTRICAL & DATA ROUGHIN - BUILDING A / SEQ 1 LEVEL 10
1300 FIRE CAULK - BUILDING A / SEQ 1 LEVEL 10
1302 ROUGHIN INSPECTIONS - BUILDING A / SEQ 1 LEVEL 10
1304 FIRE MARSHAL INSPECTIONS - BUILDING A / SEQ 1 LEVEL 10
1312 MOISTURE INTRUSION MITIGATION - BUILDING A / SEQ 1 LEVEL 10
1322 MOISTURE INTRUSION MITIGATION INSPECTION - BUILDING A / SEQ 1 LEVEL 10
1320 NETTING & RC CHANNEL - BUILDING A / SEQ 1 LEVEL 10
1314 INSPECT NETTING & RC CHANNEL - BUILDING A / SEQ 1 LEVEL 10
1316 INSULATE - BUILDING A / SEQ 1 LEVEL 10
1318 INSPECT INSULATION - BUILDING A / SEQ 1 LEVEL 10
ISSUED 21-Jun-23
DATA DATE 01-Jun-23
MODERA FOUNDRY
PRELIMINARY SUMMARIZDE BASELINE SCHEDULE BY AREA - 21-Jun-23 DRAFT
PAGE 4 OF 6
FOUND 06-20-23
TASK ID TASK WORK
DAYS
Start Finish Total
Float
COMMENTS
DRYWALLDRYWALL 18 17-Oct-25 11-Nov-25 79
1324 HANG DRYWALL - BUILDING A / SEQ 1 LEVEL 10 5 17-Oct-25 23-Oct-25 79
1326 TAPE & FINISH DRYWALL - BUILDING A / SEQ 1 LEVEL 10 10 24-Oct-25 06-Nov-25 79
1328 GYPCRETE - BUILDING A / SEQ 1 LEVEL 10 3 07-Nov-25 11-Nov-25 79
FINISHES & FIXTURESFINISHES & FIXTURES 55 12-Nov-25 03-Feb-26 79
1332 INTERIOR DOORS & TRIM - BUILDING A / SEQ 1 LEVEL 10 8 12-Nov-25 21-Nov-25 79
1330 PRIME PAINT - BUILDING A / SEQ 1 LEVEL 10 4 24-Nov-25 01-Dec-25 79
1334 POINT UP & FIRST COAT PAINT - BUILDING A / SEQ 1 LEVEL 10 6 02-Dec-25 09-Dec-25 79
1372 PUTTY & PAINT TRIM - BUILDING A / SEQ 1 LEVEL 10 7 02-Dec-25 10-Dec-25 87
1344 CABINETS - BUILDING A / SEQ 1 LEVEL 10 5 10-Dec-25 16-Dec-25 79
1346 BATHROOM HARD TILE - BUILDING A / SEQ 1 LEVEL 10 5 10-Dec-25 16-Dec-25 87
1370 SET AIR HANDLER - BUILDING A / SEQ 1 LEVEL 10 5 10-Dec-25 16-Dec-25 92
1348 KITCHEN & VANITY TOPS - BUILDING A / SEQ 1 LEVEL 10 3 17-Dec-25 19-Dec-25 79
1338 BACKSPASH - BUILDING A / SEQ 1 LEVEL 10 5 22-Dec-25 30-Dec-25 79
1342 LVT FLOORING - BUILDING A / SEQ 1 LEVEL 10 5 22-Dec-25 30-Dec-25 80
1340 FIXED APPLIANCES (D/W, DISP, MICRO) - BUILDING A / SEQ 1 LEVEL 10 2 31-Dec-25 02-Jan-26 80
1336 PLUMBING FIXTURES & TRIM - BUILDING A / SEQ 1 LEVEL 10 5 31-Dec-25 07-Jan-26 79
1352 HVAC TRIM - BUILDING A / SEQ 1 LEVEL 10 5 31-Dec-25 07-Jan-26 83
1354 LOW VOLTAGE & FIRE ALARM DEVICES - BUILDING A / SEQ 1 LEVEL 10 6 31-Dec-25 08-Jan-26 82
1350 ELECTRICAL DEVICES & TRIM - BUILDING A / SEQ 1 LEVEL 10 6 05-Jan-26 12-Jan-26 80
1356 UNIT ENTRY DOORS & HARDWARE - BUILDING A / SEQ 1 LEVEL 10 4 08-Jan-26 13-Jan-26 79
1360 ROUGH CLEAN - BUILDING A / SEQ 1 LEVEL 10 2 14-Jan-26 15-Jan-26 79
1362 STARTUP AIR HANDLERS - BUILDING A / SEQ 1 LEVEL 10 2 16-Jan-26 19-Jan-26 81
1378 LARGE APPLIANCES (W/D, FRIDGE, RANGE) - BUILDING A / SEQ 1 LEVEL 10 2 16-Jan-26 19-Jan-26 81
1358 SHOWER DOORS - BUILDING A / SEQ 1 LEVEL 10 4 16-Jan-26 21-Jan-26 79
1376 CLOSET & BATH ACCESSORIES - BUILDING A / SEQ 1 LEVEL 10 4 16-Jan-26 21-Jan-26 79
1364 CARPET - BUILDING A / SEQ 1 LEVEL 10 2 22-Jan-26 23-Jan-26 79
1374 PERMANENT UNIT ENTRY HARDWARE - BUILDING A / SEQ 1 LEVEL 10 1 26-Jan-26 26-Jan-26 85
1366 FINAL PAINT - BUILDING A / SEQ 1 LEVEL 10 5 26-Jan-26 30-Jan-26 79
1368 BLINDS - BUILDING A / SEQ 1 LEVEL 10 2 02-Feb-26 03-Feb-26 79
CLEAN & PUNCHCLEAN & PUNCH 26 04-Feb-26 11-Mar-26 79
1380 FINAL CLEAN - BUILDING A / SEQ 1 LEVEL 10 3 04-Feb-26 06-Feb-26 79
1382 GC PUNCH - BUILDING A / SEQ 1 LEVEL 10 10 09-Feb-26 20-Feb-26 79
1392 PUFF CLEAN 1 - BUILDING A / SEQ 1 LEVEL 10 2 23-Feb-26 24-Feb-26 79
1384 OWNER PUNCH INSPECTION - BUILDING A / SEQ 1 LEVEL 10 2 25-Feb-26 26-Feb-26 79
1386 OWNER PUNCH CORRECTIONS - BUILDING A / SEQ 1 LEVEL 10 5 27-Feb-26 05-Mar-26 79
1388 PUFF CLEAN 2 - BUILDING A / SEQ 1 LEVEL 10 2 06-Mar-26 09-Mar-26 79
1390 OWNER ACCEPTANCE INSPECTION & TURNOVER - BUILDING A / SEQ 1
LEVEL 10
2 10-Mar-26 11-Mar-26 79
SEQ 2SEQ 2 125 09-Oct-25 09-Apr-26 58
1400 ROUGHIN & FINISHES - BUILDING A / SEQ 2 LEVEL 10 125 09-Oct-25 09-Apr-26 58
LEVEL 9LEVEL 9 145 25-Sep-25 23-Apr-26 58
1394 ROUGHIN & FINISHES - BUILDING A / SEQ 1 LEVEL 9 125 25-Sep-25 26-Mar-26 78
1401 ROUGHIN & FINISHES - BUILDING A / SEQ 2 LEVEL 9 125 23-Oct-25 23-Apr-26 58
LEVEL 8LEVEL 8 145 09-Oct-25 07-May-26 58
1395 ROUGHIN & FINISHES - BUILDING A / SEQ 1 LEVEL 8 125 09-Oct-25 09-Apr-26 78
1402 ROUGHIN & FINISHES - BUILDING A / SEQ 2 LEVEL 8 125 06-Nov-25 07-May-26 58
LEVEL 7LEVEL 7 145 23-Oct-25 21-May-26 58
1396 ROUGHIN & FINISHES - BUILDING A / SEQ 1 LEVEL 7 125 23-Oct-25 23-Apr-26 78
1403 ROUGHIN & FINISHES - BUILDING A / SEQ 2 LEVEL 7 125 20-Nov-25 21-May-26 58
LEVEL 6LEVEL 6 145 06-Nov-25 05-Jun-26 58
1397 ROUGHIN & FINISHES - BUILDING A / SEQ 1 LEVEL 6 125 06-Nov-25 07-May-26 78
1404 ROUGHIN & FINISHES - BUILDING A / SEQ 2 LEVEL 6 125 08-Dec-25 05-Jun-26 58
LEVEL 5LEVEL 5 145 20-Nov-25 19-Jun-26 58
1398 ROUGHIN & FINISHES - BUILDING A / SEQ 1 LEVEL 5 125 20-Nov-25 21-May-26 78
1405 ROUGHIN & FINISHES - BUILDING A / SEQ 2 LEVEL 5 125 22-Dec-25 19-Jun-26 58
INSPECTIONS & TURNOVERINSPECTIONS & TURNOVER 60 22-May-26 17-Aug-26 58
1399 GC QUALITY CONTROL - BUILDING A / SEQ 1 40 22-May-26 20-Jul-26 78
1406 GC QUALITY CONTROL - BUILDING A / SEQ 2 40 22-Jun-26 17-Aug-26 58
BUILDING BBUILDING B 335 22-May-25 18-Sep-26 35
M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D
2023 2024 2025 2026
1324 HANG DRYWALL - BUILDING A / SEQ 1 LEVEL 10
1326 TAPE & FINISH DRYWALL - BUILDING A / SEQ 1 LEVEL 10
1328 GYPCRETE - BUILDING A / SEQ 1 LEVEL 10
1332 INTERIOR DOORS & TRIM - BUILDING A / SEQ 1 LEVEL 10
1330 PRIME PAINT - BUILDING A / SEQ 1 LEVEL 10
1334 POINT UP & FIRST COAT PAINT - BUILDING A / SEQ 1 LEVEL 10
1372 PUTTY & PAINT TRIM - BUILDING A / SEQ 1 LEVEL 10
1344 CABINETS - BUILDING A / SEQ 1 LEVEL 10
1346 BATHROOM HARD TILE - BUILDING A / SEQ 1 LEVEL 10
1370 SET AIR HANDLER - BUILDING A / SEQ 1 LEVEL 10
1348 KITCHEN & VANITY TOPS - BUILDING A / SEQ 1 LEVEL 10
1338 BACKSPASH - BUILDING A / SEQ 1 LEVEL 10
1342 LVT FLOORING - BUILDING A / SEQ 1 LEVEL 10
1340 FIXED APPLIANCES (D/W, DISP, MICRO) - BUILDING A / SEQ 1 LEVEL 10
1336 PLUMBING FIXTURES & TRIM - BUILDING A / SEQ 1 LEVEL 10
1352 HVAC TRIM - BUILDING A / SEQ 1 LEVEL 10
1354 LOW VOLTAGE & FIRE ALARM DEVICES - BUILDING A / SEQ 1 LEVEL 10
1350 ELECTRICAL DEVICES & TRIM - BUILDING A / SEQ 1 LEVEL 10
1356 UNIT ENTRY DOORS & HARDWARE - BUILDING A / SEQ 1 LEVEL 10
1360 ROUGH CLEAN - BUILDING A / SEQ 1 LEVEL 10
1362 STARTUP AIR HANDLERS - BUILDING A / SEQ 1 LEVEL 10
1378 LARGE APPLIANCES (W/D, FRIDGE, RANGE) - BUILDING A / SEQ 1 LEVEL 10
1358 SHOWER DOORS - BUILDING A / SEQ 1 LEVEL 10
1376 CLOSET & BATH ACCESSORIES - BUILDING A / SEQ 1 LEVEL 10
1364 CARPET - BUILDING A / SEQ 1 LEVEL 10
1374 PERMANENT UNIT ENTRY HARDWARE - BUILDING A / SEQ 1 LEVEL 10
1366 FINAL PAINT - BUILDING A / SEQ 1 LEVEL 10
1368 BLINDS - BUILDING A / SEQ 1 LEVEL 10
1380 FINAL CLEAN - BUILDING A / SEQ 1 LEVEL 10
1382 GC PUNCH - BUILDING A / SEQ 1 LEVEL 10
1392 PUFF CLEAN 1 - BUILDING A / SEQ 1 LEVEL 10
1384 OWNER PUNCH INSPECTION - BUILDING A / SEQ 1 LEVEL 10
1386 OWNER PUNCH CORRECTIONS - BUILDING A / SEQ 1 LEVEL 10
1388 PUFF CLEAN 2 - BUILDING A / SEQ 1 LEVEL 10
1390 OWNER ACCEPTANCE INSPECTION & TURNOVER - BUILDING A / SEQ 1 LEVEL 10
1400 ROUGHIN & FINISHES - BUILDING A / SEQ 2 LEVEL 10
1394 ROUGHIN & FINISHES - BUILDING A / SEQ 1 LEVEL 9
1401 ROUGHIN & FINISHES - BUILDING A / SEQ 2 LEVEL 9
1395 ROUGHIN & FINISHES - BUILDING A / SEQ 1 LEVEL 8
1402 ROUGHIN & FINISHES - BUILDING A / SEQ 2 LEVEL 8
1396 ROUGHIN & FINISHES - BUILDING A / SEQ 1 LEVEL 7
1403 ROUGHIN & FINISHES - BUILDING A / SEQ 2 LEVEL 7
1397 ROUGHIN & FINISHES - BUILDING A / SEQ 1 LEVEL 6
1404 ROUGHIN & FINISHES - BUILDING A / SEQ 2 LEVEL 6
1398 ROUGHIN & FINISHES - BUILDING A / SEQ 1 LEVEL 5
1405 ROUGHIN & FINISHES - BUILDING A / SEQ 2 LEVEL 5
1399 GC QUALITY CONTROL - BUILDING A / SEQ 1
1406 GC QUALITY CONTROL - BUILDING A / SEQ 2
ISSUED 21-Jun-23
DATA DATE 01-Jun-23
MODERA FOUNDRY
PRELIMINARY SUMMARIZDE BASELINE SCHEDULE BY AREA - 21-Jun-23 DRAFT
PAGE 5 OF 6
FOUND 06-20-23
TASK ID TASK WORK
DAYS
Start Finish Total
Float
COMMENTS
MASONRY SHAFTSMASONRY SHAFTS 30 22-May-25 03-Jul-25 0
1239 MASONRY SHAFTS - STAIR#3 BUILDING B 10 22-May-25 05-Jun-25 0 AFTER A SHAFTS
1264 MASONRY SHAFTS - ELEVATOR #3 & 4 / STAIR#4 BUILDING B 20 06-Jun-25 03-Jul-25 0 AFTER STAIR#3 SHAFT
WOOD FRAMINGWOOD FRAMING 75 07-Jul-25 20-Oct-25 0
1286 WOOD FRAMING - BUILDING B 75 07-Jul-25 20-Oct-25 0
ROOFINGROOFING 15 21-Oct-25 10-Nov-25 35
1109 ROOFING - BUILDING B 15 21-Oct-25 10-Nov-25 35
EXTERIOR FINISHESEXTERIOR FINISHES 120 09-Sep-25 03-Mar-26 135
1187 WINDOWS- BUILDING B 30 09-Sep-25 20-Oct-25 50
1189 MASONRY & SIDING- BUILDING B 90 21-Oct-25 03-Mar-26 135
INTERIORSINTERIORS 260 09-Sep-25 18-Sep-26 35
1113 WEATHER RESISTANT ROUGHIN - BUILDING B ALL LEVELS 45 09-Sep-25 10-Nov-25 35
1115 ROUGHIN & FINISHES - BUILDING B LEVEL 10 125 11-Nov-25 12-May-26 35
1117 ROUGHIN & FINISHES - BUILDING B LEVEL 9 125 25-Nov-25 27-May-26 35
1119 ROUGHIN & FINISHES - BUILDING B LEVEL 8 125 11-Dec-25 10-Jun-26 35
1121 ROUGHIN & FINISHES - BUILDING B LEVEL 7 125 30-Dec-25 24-Jun-26 35
1123 ROUGHIN & FINISHES - BUILDING B LEVEL 6 125 14-Jan-26 09-Jul-26 35
1125 ROUGHIN & FINISHES - BUILDING B LEVEL 5 125 28-Jan-26 23-Jul-26 35
1127 GC QUALITY CONTROL - BUILDING B 40 24-Jul-26 18-Sep-26 35
BUILDING CBUILDING C 340 07-Jul-25 06-Nov-26 0
MASONRY SHAFTSMASONRY SHAFTS 20 07-Jul-25 01-Aug-25 15
1266 MASONRY SHAFTS - STAIR #5 BUILDING C 20 07-Jul-25 01-Aug-25 15 AFTER BLDG B SHAFTS
WOOD FRAMINGWOOD FRAMING 75 25-Aug-25 10-Dec-25 0
1288 WOOD FRAMING - BUILDING C 75 25-Aug-25 10-Dec-25 0
ROOFINGROOFING 15 11-Dec-25 06-Jan-26 0
1111 ROOFING - BUILDING C 15 11-Dec-25 06-Jan-26 0
EXTERIOR FINISHESEXTERIOR FINISHES 120 28-Oct-25 21-Apr-26 100
1191 WINDOWS - BUILDING C 30 28-Oct-25 10-Dec-25 15
1193 MASONRY & SIDING- BUILDING C 90 11-Dec-25 21-Apr-26 100
INTERIORSINTERIORS 260 28-Oct-25 06-Nov-26 0
1129 WEATHER RESISTANT ROUGHIN - BUILDING C ALL LEVELS 45 28-Oct-25 06-Jan-26 0
1131 ROUGHIN & FINISHES - BUILDING C LEVEL 8 125 07-Jan-26 01-Jul-26 0
1133 ROUGHIN & FINISHES - BUILDING C LEVEL 7 125 21-Jan-26 16-Jul-26 0
1135 ROUGHIN & FINISHES - BUILDING C LEVEL 6 125 04-Feb-26 30-Jul-26 0
1137 ROUGHIN & FINISHES - BUILDING C LEVEL 5 125 18-Feb-26 13-Aug-26 0
1139 ROUGHIN & FINISHES - BUILDING C LEVEL 4 125 04-Mar-26 27-Aug-26 0
1141 ROUGHIN & FINISHES - BUILDING C LEVEL 3 125 18-Mar-26 11-Sep-26 0
1147 GC QUALITY CONTROL - BUILDING C 40 14-Sep-26 06-Nov-26 0
M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D J F M A M J J A S O N D
2023 2024 2025 2026
1239 MASONRY SHAFTS - STAIR#3 BUILDING B
1264 MASONRY SHAFTS - ELEVATOR #3 & 4 / STAIR#4 BUILDING B
1286 WOOD FRAMING - BUILDING B
1109 ROOFING - BUILDING B
1187 WINDOWS- BUILDING B
1189 MASONRY & SIDING- BUILDING B
1113 WEATHER RESISTANT ROUGHIN - BUILDING B ALL LEVELS
1115 ROUGHIN & FINISHES - BUILDING B LEVEL 10
1117 ROUGHIN & FINISHES - BUILDING B LEVEL 9
1119 ROUGHIN & FINISHES - BUILDING B LEVEL 8
1121 ROUGHIN & FINISHES - BUILDING B LEVEL 7
1123 ROUGHIN & FINISHES - BUILDING B LEVEL 6
1125 ROUGHIN & FINISHES - BUILDING B LEVEL 5
1127 GC QUALITY CONTROL - BUILDING B
1266 MASONRY SHAFTS - STAIR #5 BUILDING C
1288 WOOD FRAMING - BUILDING C
1111 ROOFING - BUILDING C
1191 WINDOWS - BUILDING C
1193 MASONRY & SIDING- BUILDING C
1129 WEATHER RESISTANT ROUGHIN - BUILDING C ALL LEVELS
1131 ROUGHIN & FINISHES - BUILDING C LEVEL 8
1133 ROUGHIN & FINISHES - BUILDING C LEVEL 7
1135 ROUGHIN & FINISHES - BUILDING C LEVEL 6
1137 ROUGHIN & FINISHES - BUILDING C LEVEL 5
1139 ROUGHIN & FINISHES - BUILDING C LEVEL 4
1141 ROUGHIN & FINISHES - BUILDING C LEVEL 3
1147 GC QUALITY CONTROL - BUILDING C
ISSUED 21-Jun-23
DATA DATE 01-Jun-23
MODERA FOUNDRY
PRELIMINARY SUMMARIZDE BASELINE SCHEDULE BY AREA - 21-Jun-23 DRAFT
PAGE 6 OF 6
FOUND 06-20-23
EMP Attachment 6.0Summary of Soil Analytical DataMill Creek - Dynamic Auto Works II and Foundry Charlotte, North Carolina
Method Analyte Result Q Result Q Result Q Result Q Result Q Result Q Result Q Result Q Result Q Result Q Result Q Result QAcetone0.038 0.036 0.032 0.016 J 0.074 0.009 J 0.031 J 0.012 J 0.014 J 0.004 J 0.041 0.006 J 25 14,000 210,000Benzene<0.0007 <0.0007 <0.0007 <0.0007 <0.0007 <0.0008 <0.0009 <0.0008 <0.0007 <0.0007 <0.0007 <0.0008 0.01 1.2 5.4Carbon Disulfide <0.0008 <0.0008 <0.0008 <0.0008 <0.0008 <0.0008 <0.001 <0.0009 <0.0008 <0.0008 <0.0008 <0.0009 4.1 160 740n-Hexane <0.0008 <0.0008 <0.0008 <0.0008 <0.0008 <0.0009 <0.001 <0.0009 <0.0008 <0.0008 <0.0008 <0.0009 55 130 540Methyl Ethyl Ketone <0.0008 <0.0008 <0.0008 <0.0008 0.003 J <0.0009 <0.001 <0.0009 <0.0008 <0.0008 <0.0008 <0.0009 17 5,500 40,000Methylene Chloride 0.002 B J 0.001 B J 0.002 B J 0.001 B J <0.001 0.002 B J 0.004 B J 0.003 B J 0.002 B J <0.001 <0.001 <0.002 0.025 58 650Toluene<0.0008 <0.0008 <0.0008 <0.0008 <0.0008 <0.0009 <0.001 <0.0009 <0.0008 <0.0008 <0.0008 <0.0009 8.3 990 9,700Anthracene<0.171 <0.173 <0.180 <0.178 <0.182 <0.189 <0.231 <0.195 <0.175 <0.175 <0.182 <0.200 1300 3,600 45,000Benzo(a)anthracene <0.166 <0.168 <0.175 <0.173 <0.177 <0.184 <0.224 <0.190 <0.170 <0.170 <0.177 <0.194 0.35 1.1 21Benzo(a)pyrene <0.176 <0.178 <0.185 <0.183 <0.187 <0.194 <0.237 <0.201 <0.179 <0.179 <0.187 <0.205 0.12 0.11 2.1Benzo(b)fluoranthene 0.279 J <0.176 <0.184 <0.181 0.192 J <0.193 <0.235 <0.199 <0.178 <0.178 <0.186 <0.204 1.2 1.1 21Benzo(ghi)perylene <0.163 <0.164 <0.171 <0.169 <0.173 <0.180 <0.219 <0.186 <0.166 <0.166 <0.173 <0.190 NS NS NSBenzo(k)fluoranthene <0.164 <0.166 <0.172 <0.170 <0.174 <0.181 <0.221 <0.187 <0.167 <0.167 <0.174 <0.191 12 11 210Chrysene<0.170 <0.172 <0.179 <0.176 <0.180 <0.188 <0.229 <0.194 <0.173 <0.173 <0.181 <0.198 36 110 2,100Fluoranthene0.219 J <0.149 <0.155 <0.153 <0.156 <0.163 <0.198 <0.168 <0.150 <0.150 <0.156 <0.172 670 480 6,000Indeno(123-cd)pyrene <0.214 <0.216 <0.226 <0.222 <0.228 <0.237 <0.289 <0.244 <0.219 <0.219 <0.228 <0.250 3.9 1.1 211-Methylnaphthalene <0.127 <0.128 <0.133 <0.132 <0.135 <0.140 <0.171 <0.145 <0.129 <0.129 <0.135 <0.148 0.11 18 732-Methylnaphthalene <0.120 <0.121 <0.126 <0.124 <0.127 <0.132 <0.161 <0.136 <0.122 <0.122 <0.127 <0.140 3.1 48 600Naphthalene<0.001 <0.174 <0.181 <0.179 <0.183 <0.190 <0.232 <0.196 <0.176 <0.176 <0.183 <0.201 0.39 2.1 8.8Phenanthrene<0.249 <0.252 <0.262 <0.259 <0.264 <0.275 <0.336 <0.284 <0.254 <0.254 <0.265 <0.291 NS NS NSPyrene0.19 J <0.162 <0.169 <0.166 <0.170 <0.177 <0.216 <0.183 <0.164 <0.164 <0.170 <0.187 440 360 4,500Arsenic1.52 1.87 1.04 0.725 3.41 0.934 1.27 1.76 3.01 2.04 1.05 0.758 5.8 0.68 3.0 100 1.2-2.7 4.1-12.4 0.467-7.5Barium45.3 55.9 230 63.9 90.7 64.1 93.9 64.3 75 31.1 39.4 37.3 580 3,100 47,000 2,000 64-220 37.9-66.3 8.21-192Cadmium<0.0310 0.089 J <0.0327 <0.0322 0.247 J 0.0432 J <0.0418 0.0823 J 0.0652 J <0.0317 <0.0330 0.0455 J 3 1.4 20 20 <0.05 0.087-0.24 0.036-0.97Lead12.4 38.1 8.02 12.1 87.8 4.55 3.91 2.85 24.4 5.56 4.39 3.39 270 400 800 100 6.6-18 12.1-24.9 3.1-107Selenium0.653 0.627 1.49 0.702 1.16 0.834 1.76 5.4 1.18 0.728 0.359 0.753 2.1 78 1,200 20 1.2J-4.1 1.1-3.5 <0.097-0.85Silver0.0165 J 0.0393 J 0.0135 J <0.0083 0.134 J 0.0221 J 0.0554 J 0.0224 J 0.0766 J 0.0143 J 0.0423 J 0.0348 J 3.4 78 1,200 100 <0.07 <0.2-0.3 <0.04-0.358Chromium (Total)40.5 36.2 26.4 9.38 63.3 78.6 43.5 63.2 39.2 23.9 10.7 33.1 NS NS NS -37-90 21.1-32.8 1.8-103Chromium (Trivalent)40.5 36.2 26.4 9.38 63.3 77.5 41.8 59.3 38.4 23.9 10.7 31.5 360000 23000 350000 -35-90 21.1-32.8 1.8-103SW7199Chromium Hexavalent <0.169 <0.173 <0.178 <0.178 <0.179 1.07 1.73 3.95 0.811 <0.173 <0.179 1.57 3.8 0.31 6.5 100 0.27-2 <0.319 <2.7-<46.6Chromium TCLP ---------------5.0 ---Lead TCLP ---------------5.0 ---7471A Mercury (Total)<0.0267 0.0948 J 0.0574 J <0.0279 0.194 J 0.0347 J <0.0318 <0.0294 0.127 J 0.0404 J <0.0251 <0.0304 1 2.3 9.7 4 0.032J-0.074 0.028-0.053 <0.01-0.35Notes:All concentrations are reported in mg/kg (milligrams per kilogram). Chromium (Trivalent) calculated by subtracting Chromium Hexavalent from Chromium (Total).
The Rule of 20 Values are derived from a 1:20 factor of the United States Environmental Protection Agency (USEPA) Toxicity Characteristic Leaching Procedure (TCLP), November 2004, Maximum Concentration of Contaminants for Toxicity Characteristic.NS = No screening level established; - = Not applicableQ = Qualifier; J = Laboratory estimated value below the lowest calibration point/reporting limit; B = Analyte also detected in associated method blankBold = Detection; Bold/Highlight = Exceedance of the PSRG or Rule of 20 Value; Underlined = Exceedance of Protection of Groundwater PSRGItalicized = Exceedance of Old 27 Landfill Background Metal Concentration; Blue = Exceedance of Griffin Farms Landfill Background Metal ConcentrationDUP-1 sampled at EX-8 (2-5'); DUP-2 sampled at EX-1 (0-2')
Protection of Groundwater PSRG Residential PSRG10-20'0-2'2-5'5-10'0-2'DUP-2 2-5'5-10'0-2'2-5'5-10'Griffin Farms Landfill BackgroundSample ID EX-1 EX-2 EX-3 10-20'Industrial/ Commercial PSRG Rule of 20/ TCLP Value Old 27 Landfill Background Tarmac Virginia
-
8260D
--
Date Collected 04/19/23 04/20/23 04/18/23
8070E
Laboratory analytical results were screened against the North Carolina Department of Environmental Quality (NCDEQ) Health-Based Preliminary Soil Remediation Goals (PSRG), January 2023, Rule of 20 Values, United States Environmental Protection Agency (USEPA) Toxicity Characteristic Leaching Procedure (TCLP), May 2021, and background metals concentrations of Old 27 LCID Landfill (BF No. 20050-16-060), May 2021, Griffin Farms LCID, March 2021, and Tarmac Virginia Brownfields Property (BF No. 26067-22-060), June 2022.
-
6020B
SW6010D
ONE Page 1 of 5 AP Foundry, LP
EMP Attachment 6.0Summary of Soil Analytical DataMill Creek - Dynamic Auto Works II and Foundry Charlotte, North Carolina
Method Analyte Result Q Result Q Result Q Result Q Result Q Result Q Result Q Result Q Result Q Result Q Result Q Result QAcetone0.012 J 0.035 0.018 J 0.005 J 0.017 J 0.075 0.019 J 0.008 J 0.061 0.026 0.021 J 0.014 J 25 14,000 210,000Benzene<0.0007 <0.0007 <0.0008 <0.0008 <0.0008 <0.0007 <0.0007 <0.0007 <0.0007 <0.0007 <0.0007 <0.0007 0.01 1.2 5.4Carbon Disulfide <0.0008 <0.0008 <0.0009 <0.0008 <0.0008 <0.0008 <0.0008 <0.0008 <0.0008 <0.0008 <0.0008 <0.0008 4.1 160 740n-Hexane <0.0008 <0.0008 <0.0009 <0.0009 <0.0009 <0.0008 <0.0008 <0.0008 <0.0008 <0.0009 <0.0008 <0.0008 55 130 540Methyl Ethyl Ketone (MEK)<0.0008 <0.0008 <0.0009 <0.0008 <0.0009 <0.0008 <0.0008 <0.0008 <0.0008 <0.0008 <0.0008 <0.0008 17 5,500 40,000Methylene Chloride 0.003 B J 0.003 B J 0.002 B J <0.001 <0.001 <0.001 0.002 B J <0.001 0.002 B J 0.002 B J 0.002 B J 0.002 B J 0.025 58 650Toluene<0.0008 <0.0008 <0.0009 <0.0009 <0.0009 <0.0008 <0.0008 <0.0008 <0.0008 <0.0009 <0.0008 <0.0008 8.3 990 9,700Anthracene<0.178 <0.176 <0.191 <0.185 <0.187 <0.173 <0.169 <0.172 <0.182 <0.184 <0.171 <0.183 1300 3,600 45,000Benzo(a)anthracene <0.173 <0.171 <0.186 <0.180 <0.182 <0.168 <0.164 <0.167 <0.177 <0.179 <0.166 <0.178 0.35 1.1 21Benzo(a)pyrene <0.183 <0.181 <0.196 <0.191 <0.192 <0.178 <0.173 <0.177 <0.187 <0.189 <0.176 <0.188 0.12 0.11 2.1Benzo(b)fluoranthene <0.181 <0.180 <0.195 <0.189 <0.191 0.201 J <0.172 <0.176 <0.186 <0.188 <0.174 <0.187 1.2 1.1 21Benzo(ghi)perylene <0.169 <0.167 <0.182 <0.176 <0.178 <0.164 <0.160 <0.164 <0.173 <0.175 <0.162 <0.174 NS NS NSBenzo(k)fluoranthene <0.170 <0.169 <0.183 <0.178 <0.179 <0.166 <0.161 <0.165 <0.174 <0.176 <0.164 <0.175 12 11 210Chrysene<0.176 <0.175 <0.190 <0.184 <0.186 <0.172 <0.167 <0.171 <0.181 <0.183 <0.170 <0.182 36 110 2,100Fluoranthene<0.153 <0.151 <0.164 <0.159 <0.161 0.22 J <0.145 <0.148 <0.157 <0.158 <0.147 <0.157 670 480 6,000Indeno(123-cd)pyrene <0.222 <0.220 <0.239 <0.232 <0.234 <0.216 <0.211 <0.216 <0.228 <0.230 <0.214 <0.229 3.9 1.1 211-Methylnaphthalene <0.132 <0.130 <0.141 <0.137 <0.139 <0.128 <0.125 <0.128 <0.135 <0.136 <0.126 <0.135 0.11 18 732-Methylnaphthalene <0.124 <0.123 <0.133 <0.130 <0.131 <0.121 <0.118 <0.120 <0.127 <0.129 <0.119 <0.128 3.1 48 600Naphthalene<0.179 <0.177 <0.192 <0.187 <0.188 <0.174 <0.170 <0.173 <0.183 <0.185 <0.172 <0.184 0.39 2.1 8.8Phenanthrene<0.259 <0.256 <0.278 <0.270 <0.272 <0.252 <0.245 <0.251 <0.265 <0.268 <0.249 <0.266 NS NS NSPyrene<0.166 <0.165 <0.179 <0.174 <0.175 <0.162 <0.158 <0.161 <0.171 <0.172 <0.160 <0.171 440 360 4,500Arsenic2.13 1.03 0.465 0.906 0.839 3.49 0.957 0.54 1.18 0.872 0.326 0.576 5.8 0.68 3.0 100 1.2-2.7 4.1-12.4 0.467-7.5Barium21.8 16 30.1 41.4 24.1 158 28.3 36.1 41.5 47.5 24.2 84.2 580 3,100 47,000 2,000 64-220 37.9-66.3 8.21-192Cadmium<0.0322 <0.0319 <0.0346 0.0387 J <0.0339 0.966 <0.0306 <0.0312 0.0333 J <0.0334 <0.0310 0.0633 J 3 1.4 20 20 <0.05 0.087-0.24 0.036-0.97Lead5.14 5.89 4.2 4.53 6.5 104 6.87 5.79 11.8 12.4 5.11 11.7 270 400 800 100 6.6-18 12.1-24.9 3.1-107Selenium0.495 0.696 0.618 2.39 0.467 1.61 0.379 0.956 0.615 0.494 0.39 0.542 2.1 78 1,200 20 1.2-4.1 1.1-3.5 <0.097-0.85Silver<0.0083 0.0087 J <0.0090 0.017 J <0.0088 0.404 0.0094 J <0.0081 0.0178 J 0.0277 J <0.0080 0.0774 J 3.4 78 1,200 100 <0.07 <0.2-0.3 <0.04-0.358Chromium (Total)22.4 20.1 5.26 28.5 34.5 26.3 8.44 5.70 23.5 123 7.88 265 NS NS NS -37-90 21.1-32.8 1.8-103Chromium (Trivalent)22.4 20.1 5.26 28.5 34.2 25.4 8.44 5.70 23.5 122 7.88 262 360000 23000 350000 -35-90 21.1-32.8 1.8-103SW7199Chromium Hexavalent <0.175 <0.174 <0.188 <0.183 0.314 0.864 <0.166 <0.170 <0.181 1.33 <0.170 2.72 3.8 0.31 6.5 100 0.27-2 <0.319 <2.7-<46.6Chromium TCLP ---------<0.012 -0.295 ---5.0 ---Lead TCLP -----0.041 ---------5.0 ---7471A Mercury (Total)0.0334 J <0.0269 <0.0282 <0.0294 <0.0293 2.79 0.136 J <0.0252 0.0639 J 0.0759 J <0.0267 <0.0260 1 2.3 9.7 4 0.037-0.074 0.028-0.053 <0.01-0.35Notes:All concentrations are reported in mg/kg (milligrams per kilogram). Chromium (Trivalent) calculated by subtracting Chromium Hexavalent from Chromium (Total).
The Rule of 20 Values are derived from a 1:20 factor of the United States Environmental Protection Agency (USEPA) Toxicity Characteristic Leaching Procedure (TCLP), November 2004, Maximum Concentration of Contaminants for Toxicity Characteristic.NS = No screening level established; - = Not applicableQ = Qualifier; J = Laboratory estimated value below the lowest calibration point/reporting limit; B = Analyte also detected in associated method blankBold = Detection; Bold/Highlight = Exceedance of the PSRG or Rule of 20 Value; Underlined = Exceedance of Protection of Groundwater PSRGItalicized = Exceedance of Old 27 Landfill Background Metal Concentration; Blue = Exceedance of Griffin Farms Landfill Background Metal ConcentrationDUP-1 sampled at EX-8 (2-5'); DUP-2 sampled at EX-1 (0-2')
0-2'2-5'5-10'10-20'0-2'Industrial/ Commercial PSRG Rule of 20/ TCLP ValueEX-6 Protection of Groundwater PSRG Residential PSRG10-20'Sample ID EX-4 EX-52-5'5-10'10-20'Old 27 Landfill Background0-2'2-5'5-10'
8260D
--
04/17/23 Griffin Farms Landfill BackgroundDate Collected 04/19/23
8070E
SW6010D
Laboratory analytical results were screened against the North Carolina Department of Environmental Quality (NCDEQ) Health-Based Preliminary Soil Remediation Goals (PSRG), January 2023, Rule of 20 Values, United States Environmental Protection Agency (USEPA) Toxicity Characteristic Leaching Procedure (TCLP), May 2021, and background metals concentrations of Old 27 LCID Landfill (BF No. 20050-16-060), May 2021, Griffin Farms LCID, March 2021, and Tarmac Virginia Brownfields Property (BF No. 26067-22-060), June 2022.
Tarmac Virginia
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6020B
ONE Page 2 of 5 AP Foundry, LP
EMP Attachment 6.0Summary of Soil Analytical DataMill Creek - Dynamic Auto Works II and Foundry Charlotte, North Carolina
Method Analyte Result Q Result Q Result Q Result Q Result Q Result Q Result Q Result Q Result Q Result Q Result Q Result QAcetone0.023 0.02 J 0.071 0.008 J 0.062 0.071 0.09 0.027 0.012 J 0.048 0.031 0.013 J 25 14,000 210,000Benzene<0.0007 <0.0007 <0.0006 <0.0007 <0.0007 <0.0007 <0.0007 0.002 J <0.0007 <0.0007 <0.0007 <0.0007 0.01 1.2 5.4Carbon Disulfide <0.0008 <0.0008 <0.0007 <0.0007 <0.0008 <0.0007 <0.0007 <0.0007 <0.0008 <0.0007 <0.0008 <0.0008 4.1 160 740n-Hexane <0.0008 <0.0008 <0.0007 <0.0008 <0.0008 <0.0008 <0.0008 0.008 J <0.0008 <0.0008 <0.0008 <0.0008 55 130 540Methyl Ethyl Ketone (MEK)<0.0008 <0.0008 <0.0007 <0.0007 <0.0008 <0.0007 <0.0008 <0.0008 <0.0008 <0.0007 <0.0008 <0.0008 17 5,500 40,000Methylene Chloride <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 0.001 B J 0.001 B J 0.025 58 650Toluene<0.0008 <0.0008 <0.0007 <0.0008 <0.0008 <0.0008 <0.0008 0.001 J <0.0008 <0.0008 <0.0008 <0.0008 8.3 990 9,700Anthracene<0.169 <0.183 <0.158 <0.162 <0.170 <0.163 <0.166 <0.165 <0.175 <0.163 <0.177 <0.177 1300 3,600 45,000Benzo(a)anthracene <0.164 <0.178 <0.153 <0.158 <0.166 <0.159 <0.162 <0.161 <0.170 0.216 J <0.172 <0.172 0.35 1.1 21Benzo(a)pyrene <0.174 <0.188 <0.162 <0.167 0.217 J <0.168 <0.171 <0.170 <0.180 0.231 J <0.182 <0.182 0.12 0.11 2.1Benzo(b)fluoranthene <0.173 <0.187 <0.161 <0.166 0.329 J <0.167 <0.170 <0.169 <0.179 0.412 J <0.181 <0.181 1.2 1.1 21Benzo(ghi)perylene <0.161 <0.174 <0.150 <0.154 0.166 J <0.155 <0.158 <0.157 <0.167 0.216 J <0.169 <0.169 NS NS NSBenzo(k)fluoranthene <0.162 <0.175 <0.151 <0.156 <0.163 <0.157 <0.159 <0.158 <0.168 <0.156 <0.170 <0.170 12 11 210Chrysene<0.168 <0.182 <0.156 <0.161 0.201 J <0.162 <0.165 <0.164 <0.174 0.195 J <0.176 <0.176 36 110 2,100Fluoranthene<0.145 <0.157 <0.135 <0.140 0.228 J <0.141 <0.143 <0.142 <0.151 0.324 J <0.152 <0.152 670 480 6,000Indeno(123-cd)pyrene <0.212 <0.229 <0.197 <0.203 <0.213 <0.205 <0.208 <0.207 <0.219 0.242 J <0.222 <0.222 3.9 1.1 211-Methylnaphthalene <0.125 <0.135 <0.117 <0.120 0.419 J <0.121 <0.123 <0.122 <0.130 <0.121 <0.131 <0.131 0.11 18 732-Methylnaphthalene <0.118 <0.128 <0.110 <0.113 0.522 J <0.114 <0.116 <0.116 <0.122 <0.114 <0.124 <0.124 3.1 48 600Naphthalene<0.170 <0.184 <0.159 <0.164 0.489 J <0.165 <0.168 <0.167 <0.176 <0.164 <0.179 <0.179 0.39 2.1 8.8Phenanthrene<0.246 <0.266 <0.229 <0.236 0.313 J <0.238 <0.242 <0.241 <0.255 0.239 J <0.258 <0.258 NS NS NSPyrene<0.158 <0.171 <0.148 <0.152 0.234 J <0.153 <0.156 <0.155 <0.164 0.21 J <0.166 <0.166 440 360 4,500Arsenic1.89 0.821 0.486 0.386 3.48 1.36 1.47 0.458 0.585 2.71 0.932 0.6 5.8 0.68 3 100 1.2-2.7 4.1-12.4 0.467-7.5Barium74.9 48.8 57.2 53.1 183 122 125 27.5 76.7 97.4 63.3 103 580 3,100 47,000 2,000 64-220 37.9-66.3 8.21-192Cadmium<0.0307 <0.0332 <0.0286 0.0333 J 0.489 0.153 J 0.225 J <0.0300 0.0675 J 0.476 0.0592 J 0.0924 J 3 1.4 20 20 <0.05 0.087-0.24 0.036-0.97Lead21.5 7.99 7.07 5.13 165 65.5 112 4.03 5.29 106 9.73 5.16 270 400 800 100 6.6-18 12.1-24.9 3.1-107Selenium0.76 0.355 0.781 0.351 0.967 0.707 0.592 0.259 J 1.34 1.04 1.03 1.32 2.1 78 1,200 20 1.2-4.1 1.1-3.5 <0.097-0.85Silver0.0339 J 0.0097 J 0.0077 J 0.0086 J 0.271 J 0.108 J 0.127 J 0.0078 J 0.0151 J 0.131 J 0.0117 J 0.0103 J 3.4 78 1,200 100 <0.07 <0.2-0.3 <0.04-0.358Chromium (Total)47.2 14.0 4.54 5.07 32.1 16.9 13.5 6.45 47.3 31.6 68.9 48.3 NS NS NS -37-90 21.1-32.8 1.8-103Chromium (Trivalent)47.2 14.0 4.54 5.07 31.7 16.4 12.8 6.45 47.1 31.6 68.9 48.3 360000 23000 350000 -35-90 21.1-32.8 1.8-103SW7199Chromium Hexavalent <0.172 <0.183 <0.160 <0.160 0.375 0.54 0.74 <0.169 0.211 J <0.160 <0.175 <0.175 3.8 0.31 6.5 100 0.27-2 <0.319 <2.7-<46.6Chromium TCLP ---------------5.0 ---Lead TCLP ----1.14 ----------5.0 ---7471A Mercury (Total)0.136 J <0.0278 0.0286 J <0.0235 0.578 <0.0253 0.11 J 0.0305 J <0.0249 0.207 J 0.0525 J <0.0254 1 2.3 9.7 4 0.037-0.074 0.028-0.053 <0.01-0.35Notes:All concentrations are reported in mg/kg (milligrams per kilogram). Chromium (Trivalent) calculated by subtracting Chromium Hexavalent from Chromium (Total).
The Rule of 20 Values are derived from a 1:20 factor of the United States Environmental Protection Agency (USEPA) Toxicity Characteristic Leaching Procedure (TCLP), November 2004, Maximum Concentration of Contaminants for Toxicity Characteristic.NS = No screening level established; - = Not applicableQ = Qualifier; J = Laboratory estimated value below the lowest calibration point/reporting limit; B = Analyte also detected in associated method blankBold = Detection; Bold/Highlight = Exceedance of the PSRG or Rule of 20 Value; Underlined = Exceedance of Protection of Groundwater PSRGItalicized = Exceedance of Old 27 Landfill Background Metal Concentration; Blue = Exceedance of Griffin Farms Landfill Background Metal ConcentrationDUP-1 sampled at EX-8 (2-5'); DUP-2 sampled at EX-1 (0-2')
Sample ID EX-7 2-5'5-10'0-2'2-5'DUP-1 5-10'10-18.5'0-2'EX-8 EX-9 Protection of Groundwater PSRG Residential PSRG Rule of 20/ TCLP Value Old 27 Landfill Background04/17/23 04/19/23 Griffin Farms Landfill BackgroundIndustrial/ Commercial PSRG5-10'10-20'
8260D
Date Collected
8070E
0-2'2-5'
SW6010D
--
Laboratory analytical results were screened against the North Carolina Department of Environmental Quality (NCDEQ) Health-Based Preliminary Soil Remediation Goals (PSRG), January 2023, Rule of 20 Values, United States Environmental Protection Agency (USEPA) Toxicity Characteristic Leaching Procedure (TCLP), May 2021, and background metals concentrations of Old 27 LCID Landfill (BF No. 20050-16-060), May 2021, Griffin Farms LCID, March 2021, and Tarmac Virginia Brownfields Property (BF No. 26067-22-060), June 2022.
Tarmac Virginia
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6020B
ONE Page 3 of 5 AP Foundry, LP
EMP Attachment 6.0Summary of Soil Analytical DataMill Creek - Dynamic Auto Works II and Foundry Charlotte, North Carolina
Method Analyte Result Q Result Q Result Q Result Q Result Q Result Q Result Q Result Q Result Q Result Q Result QAcetone0.03 0.015 J 0.016 J 0.094 0.067 0.019 J 0.018 J 0.068 0.052 0.018 J 0.013 J 25 14,000 210,000Benzene<0.0007 <0.0007 <0.0007 <0.0007 <0.0007 <0.0007 <0.0007 <0.0007 <0.0007 <0.0008 <0.0008 0.01 1.2 5.4Carbon Disulfide <0.0008 <0.0008 0.001 J <0.0008 <0.0008 <0.0008 <0.0008 <0.0008 <0.0008 <0.0008 <0.0008 4.1 160 740n-Hexane <0.0008 <0.0008 <0.0008 <0.0008 <0.0008 <0.0008 <0.0008 <0.0008 <0.0009 <0.0009 <0.0009 55 130 540Methyl Ethyl Ketone (MEK)<0.0008 <0.0008 <0.0008 0.004 J <0.0008 <0.0008 <0.0008 0.002 J <0.0008 <0.0009 <0.0009 17 5,500 40,000Methylene Chloride 0.002 B J <0.001 0.002 B J <0.001 <0.001 0.002 B J 0.002 B J 0.002 B J 0.002 B J 0.002 B J 0.002 B J 0.025 58 650Toluene<0.0008 <0.0008 <0.0008 <0.0008 <0.0008 <0.0008 <0.0008 <0.0008 <0.0009 <0.0009 <0.0009 8.3 990 9,700Anthracene<0.176 0.183 J <0.181 <0.175 <0.178 <0.171 <0.180 <0.179 <0.184 <0.187 <0.187 1300 3,600 45,000Benzo(a)anthracene <0.172 0.578 J 0.282 J 0.188 J 0.24 J <0.166 <0.175 <0.174 <0.179 <0.182 <0.182 0.35 1.1 21Benzo(a)pyrene <0.181 0.612 J 0.484 J 0.219 J 0.287 J <0.175 <0.185 <0.184 <0.189 <0.192 <0.192 0.12 0.11 2.1Benzo(b)fluoranthene 0.303 J 1.02 0.755 J 0.307 J 0.374 J <0.174 <0.184 0.221 J <0.188 <0.191 <0.191 1.2 1.1 21Benzo(ghi)perylene 0.173 J 0.501 J 0.546 J <0.166 0.211 J <0.162 <0.171 <0.170 <0.175 <0.178 <0.178 NS NS NSBenzo(k)fluoranthene <0.169 0.292 J 0.236 J <0.168 <0.170 <0.163 <0.172 <0.171 <0.176 <0.179 <0.179 12 11 210Chrysene<0.175 0.535 J 0.221 J 0.213 J 0.246 J <0.169 <0.179 <0.177 <0.182 <0.186 <0.186 36 110 2,100Fluoranthene0.174 J 1.05 0.179 J 0.289 J 0.457 J <0.147 <0.155 0.157 J <0.158 <0.161 <0.161 670 480 6,000Indeno(123-cd)pyrene <0.221 0.62 J 0.65 J <0.219 0.237 J <0.214 <0.226 <0.224 <0.230 <0.234 <0.234 3.9 1.1 211-Methylnaphthalene <0.131 <0.136 <0.134 <0.130 <0.132 <0.126 <0.133 <0.132 <0.136 <0.138 <0.139 0.11 18 732-Methylnaphthalene <0.123 <0.128 <0.126 <0.122 <0.124 <0.119 <0.126 0.141 J <0.128 <0.131 <0.131 3.1 48 600Naphthalene<0.178 <0.184 <0.182 <0.176 <0.179 <0.172 <0.181 <0.180 <0.185 <0.188 <0.188 0.39 2.1 8.8Phenanthrene<0.257 0.794 J <0.263 <0.255 <0.259 <0.248 <0.262 <0.260 <0.268 <0.272 <0.272 NS NS NSPyrene<0.165 0.829 J <0.169 0.278 J 0.373 J <0.160 <0.169 <0.167 <0.172 <0.175 <0.175 440 360 4,500Arsenic2.09 4.2 0.696 21.7 2.98 1.47 0.917 3.17 1.47 0.834 0.768 5.8 0.68 3 100 1.2-2.7 4.1-12.4 0.467-7.5Barium87.9 126 113 175 239 100 58.7 124 46.4 57.5 62.1 580 3,100 47,000 2,000 64-220 37.9-66.3 8.21-192Cadmium0.146 J 0.777 0.0546 J 0.69 0.587 0.0647 J <0.0327 0.573 <0.0333 <0.0339 0.0561 J 3 1.4 20 20 <0.05 0.087-0.24 0.036-0.97Lead52.4 186 18 164 197 40 6.34 99.9 7.07 7.55 15.1 270 400 800 100 6.6-18 12.1-24.9 3.1-107Selenium1.02 0.878 1.01 0.884 0.995 0.872 0.511 0.919 0.782 0.84 1.11 2.1 78 1,200 20 1.2-4.1 1.1-3.5 <0.097-0.85Silver0.0466 J 0.245 J 0.02 J 0.22 J 0.466 0.0728 J 0.0261 J 0.142 J 0.0264 J 0.0211 J 0.0297 J 3.4 78 1,200 100 <0.07 <0.2-0.3 <0.04-0.358Chromium (Total)18.8 22.0 9.99 24.9 34.7 24.8 15.7 23.3 29.0 18.0 15.7 NS NS NS -37-90 21.1-32.8 1.8-103Chromium (Trivalent)18.5 22.0 9.99 24.5 34.3 24.8 15.2 23.0 29.0 18.0 15.7 360000 23000 350000 -35-90 21.1-32.8 1.8-103SW7199Chromium Hexavalent 0.28 <0.181 <0.178 0.422 0.399 <0.168 0.521 0.333 <0.181 <0.184 <0.185 3.8 0.31 6.5 100 0.27-2 <0.319 <2.7-<46.6Chromium TCLP --------------5.0 ---Lead TCLP ---0.079 0.124 ---------5.0 ---7471A Mercury (Total)0.222 J 0.145 J 0.0901 J 1.42 0.496 0.225 <0.0282 0.353 <0.0286 0.0571 J <0.0291 1 2.3 9.7 4 0.037-0.074 0.028-0.053 <0.01-0.35Notes:All concentrations are reported in mg/kg (milligrams per kilogram). Chromium (Trivalent) calculated by subtracting Chromium Hexavalent from Chromium (Total).
The Rule of 20 Values are derived from a 1:20 factor of the United States Environmental Protection Agency (USEPA) Toxicity Characteristic Leaching Procedure (TCLP), November 2004, Maximum Concentration of Contaminants for Toxicity Characteristic.NS = No screening level established; - = Not applicableQ = Qualifier; J = Laboratory estimated value below the lowest calibration point/reporting limit; B = Analyte also detected in associated method blankBold = Detection; Bold/Highlight = Exceedance of the PSRG or Rule of 20 Value; Underlined = Exceedance of Protection of Groundwater PSRGItalicized = Exceedance of Old 27 Landfill Background Metal Concentration; Blue = Exceedance of Griffin Farms Landfill Background Metal ConcentrationDUP-1 sampled at EX-8 (2-5'); DUP-2 sampled at EX-1 (0-2')
EX-12Sample ID EX-10 EX-112-5'5-10'10-20'04/17/230-2'2-5'5-10'0-2'Protection of Groundwater PSRG Residential PSRG Industrial/ Commercial PSRG Rule of 20/ TCLP Value Old 27 Landfill Background04/18/23Date Collected 04/19/23 0-2'2-5'5-10'10-17.5'Tarmac Virginia
-
SW6010D
8070E
8260D
--
Laboratory analytical results were screened against the North Carolina Department of Environmental Quality (NCDEQ) Health-Based Preliminary Soil Remediation Goals (PSRG), January 2023, Rule of 20 Values, United States Environmental Protection Agency (USEPA) Toxicity Characteristic Leaching Procedure (TCLP), May 2021, and background metals concentrations of Old 27 LCID Landfill (BF No. 20050-16-060), May 2021, Griffin Farms LCID, March 2021, and Tarmac Virginia Brownfields Property (BF No. 26067-22-060), June 2022.
Griffin Farms Landfill Background
-
6020B
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EMP Attachment 6.0Summary of Soil Analytical DataMill Creek - Dynamic Auto Works II and Foundry Charlotte, North Carolina
Method Analyte Result Q Result Q Result Q Result Q Result Q Result QAcetone0.024 J 0.149 0.053 0.045 0.009 J 0.038 25 14,000 210,000Benzene<0.0008 <0.0008 <0.0008 <0.0007 <0.0007 <0.0007 0.01 1.2 5.4Carbon Disulfide <0.0008 <0.0009 <0.0008 <0.0008 <0.0008 <0.0008 4.1 160 740n-Hexane <0.0009 <0.0009 <0.0009 <0.0008 <0.0008 <0.0008 55 130 540Methyl Ethyl Ketone (MEK)<0.0008 0.005 J 0.003 J <0.0008 <0.0008 <0.0008 17 5,500 40,000Methylene Chloride 0.002 B J <0.001 0.003 B J 0.001 B J 0.001 B J 0.002 B J 0.025 58 650Toluene<0.0009 <0.0009 <0.0009 <0.0008 <0.0008 <0.0008 8.3 990 9,700Anthracene<0.185 <0.193 <0.186 <0.178 <0.175 <0.183 1300 3,600 45,000Benzo(a)anthracene <0.180 <0.188 <0.180 <0.173 <0.170 <0.178 0.35 1.1 21Benzo(a)pyrene <0.190 <0.199 <0.191 <0.183 <0.179 <0.188 0.12 0.11 2.1Benzo(b)fluoranthene 0.206 J <0.197 <0.190 <0.182 <0.178 <0.187 1.2 1.1 21Benzo(ghi)perylene <0.176 <0.184 <0.177 <0.169 <0.166 <0.174 NS NS NSBenzo(k)fluoranthene <0.177 <0.185 <0.178 <0.171 <0.167 <0.175 12 11 210Chrysene<0.184 <0.192 <0.184 <0.177 <0.173 <0.182 36 110 2,100Fluoranthene0.207 J <0.166 <0.160 <0.153 <0.150 <0.157 670 480 6,000Indeno(123-cd)pyrene <0.232 <0.242 <0.233 <0.223 <0.219 <0.229 3.9 1.1 211-Methylnaphthalene <0.137 <0.143 <0.138 <0.132 <0.129 <0.135 0.11 18 732-Methylnaphthalene <0.129 <0.135 <0.130 <0.124 <0.122 <0.128 3.1 48 600Naphthalene<0.187 <0.195 <0.187 <0.179 <0.176 <0.184 0.39 2.1 8.8Phenanthrene<0.270 <0.281 <0.270 <0.259 <0.254 <0.266 NS NS NSPyrene0.181 J <0.181 <0.174 <0.167 <0.164 <0.171 440 360 4,500Arsenic31.01 0.6 0.714 1.04 1.99 5.8 0.68 3 100 1.2-2.7 4.1-12.4 0.467-7.5Barium70.4 33.5 82 61.3 87.3 96.9 580 3,100 47,000 2,000 64-220 37.9-66.3 8.21-192Cadmium0.174 J <0.0350 0.0444 J 0.0414 J <0.0317 0.201 J 3 1.4 20 20 <0.05 0.087-0.24 0.036-0.97Lead2326.2 7.58 4.98 12.9 83.2 270 400 800 100 6.6-18 12.1-24.9 3.1-107Selenium0.851 0.57 0.834 0.707 0.566 0.621 2.1 78 1,200 20 1.2-4.1 1.1-3.5 <0.097-0.85Silver0.0403 J 0.0173 J 0.0221 J 0.0203 J 0.0181 J 0.112 J 3.4 78 1,200 100 <0.07 <0.2-0.3 <0.04-0.358Chromium (Total)27.5 10.6 41.8 10.9 14.6 151 NS NS NS -37-90 21.1-32.8 1.8-103Chromium (Trivalent)27.5 10.6 41.4 10.9 14.3 150 360000 23000 350000 -35-90 21.1-32.8 1.8-103SW7199Chromium Hexavalent <0.183 <0.191 0.432 <0.176 0.293 1.41 3.8 0.31 6.5 100 0.27-2 <0.319 <2.7-<46.6Chromium TCLP -----<0.012 ---5.0 ---Lead TCLP ---------5.0 ---7471A Mercury (Total)0.07 J 0.215 J 0.0408 J <0.0278 0.0581 J 0.395 1 2.3 9.7 4 0.037-0.074 0.028-0.053 <0.01-0.35Notes:All concentrations are reported in mg/kg (milligrams per kilogram). Chromium (Trivalent) calculated by subtracting Chromium Hexavalent from Chromium (Total).
The Rule of 20 Values are derived from a 1:20 factor of the United States Environmental Protection Agency (USEPA) Toxicity Characteristic Leaching Procedure (TCLP), November 2004, Maximum Concentration of Contaminants for Toxicity Characteristic.NS = No screening level established; - = Not applicableQ = Qualifier; J = Laboratory estimated value below the lowest calibration point/reporting limit; B = Analyte also detected in associated method blankBold = Detection; Bold/Highlight = Exceedance of the PSRG or Rule of 20 Value; Underlined = Exceedance of Protection of Groundwater PSRGItalicized = Exceedance of Old 27 Landfill Background Metal Concentration; Blue = Exceedance of Griffin Farms Landfill Background Metal ConcentrationDUP-1 sampled at EX-8 (2-5'); DUP-2 sampled at EX-1 (0-2')
Industrial/ Commercial PSRG Rule of 20/ TCLP ValueSample ID EX-130-2'2-5'5-10'10-20'Old 27 Landfill BackgroundSB-1 SB-2 Protection of Groundwater PSRG Residential PSRG04/18/23Date Collected
SW6010D
--
8070E
8260D
Laboratory analytical results were screened against the North Carolina Department of Environmental Quality (NCDEQ) Health-Based Preliminary Soil Remediation Goals (PSRG), January 2023, Rule of 20 Values, United States Environmental Protection Agency (USEPAbackground metals concentrations of Old 27 LCID Landfill (BF No. 20050-16-060), May 2021, Griffin Farms LCID, March 2021, and Tarmac Virginia Brownfields Property (BF No. 26067-22-060), June 2022.
Tarmac Virginia
-
Griffin Farms Landfill Background
-
6020B
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Revision April 11, 2013 Date:
~--~ EPA 8260 (mg/kg) ..
C~qtclit ..... .. ., ., .,
c c: c "O ., i!l "" . ·' "· .1:.;.·. ., N 31 .,
1.· ., N c: c c ·.·. ·:: .. ·,< ... ,A·.--·"'' c: c .. " "' Q) 1l <II .· ·: \~-.9 "' ~ "' :;:, ~ c I·· "' ~ ·c· 0 :; c: 9 < " ~ Ill 0 ~~ Q. ~ &l i -e .,
<II (.) ...
GP-1-15 3/1/2013 TW-1 15 BRL 0.0073 0.024 0.0045 BRL BRL
GP-2-7.5 3/1/2013 TW-2 7.5 0.085 BRL BRL BRL BRL BRL
GP-3-25 3/1/2013 TW-3 25 0.072 BRL BRL BRL BRL BRL
s-1* 7/26/2012 GP-1 4 BRL BRL 2.3 BRL BRL 1.3J
s-2* 7/26/2012 GP-2 6 0.059 BRL 0.011 0.0016 J 0.0016J 0.0028 J
S-3* 7126/2012 GP-5 8 BRL BRL BRL BRL BRL BRL
S-4* 7/26/2012 GP-3 12 0.035 BRL BRL BRL BRL BRL
s-s* 7/26/2012 GP-4 10 0.0073J BRL BRL BRL BRL BRL
s-e* 7/26/2012 GP-6 6 BRL BRL BRL BRL BRL BRL
S-7* 7126/2012 GP-7 8 0.012 J BRL BRL BRL 0.0025J BRL
s-a* 7/26/2012 GP-8 6 BRL BRL 0.22J BRL BRL BRL
-
24 2.4 2.2 1.7 3.8 NL
12,000 110 NL NL 160 NL
100,000 110 NL NL 740 NL
Notes: * -Sample Collected/Reported By Other Consultant
BRL -Below Reporting Limit
J -Detected At Concentration Below Reporting Limit, Result Is An Estimated Concentration
NA -Not Analyzed
NL -Not Listed
Q)
" c Q) c: N .. c N .. c: "' "' :;:, "' :;:, Q. e = w Q. ii
BRL 0.019
BRL BRL
BRL BRL
1.5J 4.6
BRL BRL
BRL BRL
BRL BRL
BRL BRL
BRL BRL
BRL BRL
BRL BRL
8.1 1.3
5.4 270
27 270
PSRG -Inactive Hazardous Sites Branch Preliminary Soil Remediation Goal (From Table Dated January 2012)
Yellow Shaded Cells Exceed Protection Of Groundwater PSRG
Orange Shaded Cells Exceed Residential Health Based PSRG
Pink Shaded Cells Exceed Commercial/Industrial Health Based PSRG
., c 0 Qj :<'. :;:, .s:; ii:i :;:,
~ :;
BRL
0.0059J
0.0078J
BRL
0.0082J
BRL
BRL
BRL
BRL
BRL
BRL
16
5,600
28,000
Table 1:
.. .. c: c: .. i!l " N c: c c: "' i!l c "' "' ., "' "' c :;:, :;:, iii ., = .s:; ~ "' Qj :;:, .,
Q. Q. E E e ., ·c ·c: z C\-f-f-.... "' c: <'i "! ~ ~
0.038 0.024 BRL BRL
BRL BRL BRL BRL
BRL BRL BRL BRL • ·->;'
24 •• 48
0.0096 BRL 0.0025J BRL
BRL BRL BRL BRL
BRL BRL BRL BRL
BRL BRL BRL BRL
BRL BRL BRL BRL
BRL BRL BRL BRL
1.1 0.11 J 0.19J BRL
0.21 1.5 6.7 6.7
3.6 260 12 160
18 260 52 180
Summary of Soil Sampling Results
EPA 8270 (mg/kg)
" .. .. ., ., ., c: c c c c: c: "' .. .. .. 'l': I ., .. Q) ., = = ~ c c: ., iii iii "' ., " c: ., 0 11\"' c: c: !';! c c ., ~ ~ !';! c = = c ., ., ., ., c !';! !';! Q. ,., .s=-., ., .91 ~ "' c: c ~ Q) = >..!!! '€ ~ c ~~ .s:; .s:; .. :;:, 0 0 0 ,!!: ~ Q. Q. ., ~ c: .. c ~ ~., ~ " :;:, >i: Q. !';! .lll " " .c .. = .. N !';! 0 ~~ .. .. ~ ~ >i: .. !E. !E. 2 cp: c: " 0,., c ~ .. 6: Q. ~ ~ .. "' -" .§ N.s:; .s:; "' 0 ;:;:: c: Q. :;:, Q. c:
0 oil 2 (.) .0 " .s:; .s:; .. ., 2 'O' c: ~ Q. ., .s:; E < N 2 ~ <II c ;:;:: "O Qj Qj z tl. c: c ~ c iii .s =ii ~ ~ "' .. Ill Ill -
BRL BRL BRL 0.26 J BRL BRL BRL BRL BRL BRL BRL BRL 0.23J BRL 0.65 BRL 2.3 3.2 0.32J 1.3 0.14J
BRL BRL BRL NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
BRL BRL BRL NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA
0.89J 2.5J 5.9 BRL BRL 0.25J o.37J 0.13J BRL ~~ . 1.7 0.64 BRL 0.58 BRL BRL BRL BRL 0.57 BRL 0.32J
BRL BRL BRL BRL 2.1 J .:.~: : ~" ··. 2.5J 3.3J BRL BRL 3.2J BRL 5.1 BRL 3i&.S BRL BRL BRL 2.2J 4.0 ..
BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL BRL
BRL BRL BRL BRL BRL BRL 0.S6J 0.94J BRL ~ BRL 0.52J BRL 2.0J BRL BRL BRL BRL BRL BRL 0.92J
5.5 NL NL 8.4 660 0.18 0.6 5.9 7,800 0.059 7.2 18 5.2 330 56 2.0 0.055 1.6 0.21 68 220
820 140 120 680 3,400 0.15 0.15 1.5 NL 0.015 35 15 16 460 460 0.15 16 46 3.6 NL 340
820 430 390 6,600 34,000 2.1 2.1 21 NL 0.21 120 210 170 4,400 4,400 2.1 53 370 18 NL 3,400
EMP Attachment 6.1Summary of Historical Soil Analytical DataMill Creek - Dynamic Auto Works II and Foundry Charlotte, North Carolina
EMP Attachment 6.2Summary of Groundwater Analytical DataMill Creek - Dynamic Auto Works II and Foundry Charlotte, North Carolina
Method Analyte Result Q Result Q Result Q Result Q Result Q Result Q Result QAcetone15.6 <1.80 <1.80 <1.80 <1.80 <1.80 <1.80 6,000 6,000,000Carbon Disulfide <0.150 <0.150 <0.150 <0.150 0.661 J <0.150 <0.150 700 590,000cis-12-Dichloroethene <0.200 0.5 0.489 J 0.362 J 0.518 0.363 J <0.200 70 70,000Methyl Ethyl Ketone (MEK)1.19 J <0.710 <0.710 <0.710 <0.710 <0.710 <0.710 4,000 4,000,000Tetrachloroethene<0.220 <0.220 0.225 J <0.220 <0.220 <0.220 <0.220 0.7 700Toluene<0.220 <0.220 <0.220 <0.220 0.331 J <0.220 <0.220 600 260,000Trichloroethene1.01 71.5 68 83.4 2.63 45.2 <0.180 3 3,000Diethyl phthalate 0.868 J H <0.749 <0.752 <0.752 <0.585 H 6,000 NSDimethyl phthalate 3.81 J H <0.944 <0.948 <0.948 <0.510 H NS NSBarium41.3 21.3 22.1 20.2 90.2 700 700,000Chromium3.74 1.09 1.14 2.12 0.427 J 10 10,000Lead0.561 J <0.264 <0.264 <0.264 0.288 J 15 15,000Selenium0.719 J 1.51 1.48 1.04 <0.703 20 NSSM-3500CrB Chromium Hexavalent <0.0044 <0.0044 <0.0044 <0.0044 <0.0044 NS NSSW-7470A Mercury <0.00013 <0.00013 <0.00013 <0.00013 <0.00013 1 NSNotes:All concentrations are reported in µg/L (micrograms per liter).
NS = No screening level established- = Not analyzedQ = Qualifier; J = Laboratory estimated value below the lowest calibration point/reporting limit; H = Sample analyzed outside of hold timeBold = DetectionBold/Highlight = Exceedance of a regulatory screening level
2L GCLMW-4 IDW-1 Trip Blank
Laboratory analytical results are screened against the North Carolina Department of Environmental Quality (NCDEQ) 15A NCAC 02L .0202 Groundwater Quality Standards (2L) (2022) and Gross Contamination Levels for Groundwater (GLC) (2014).
Sample IDDate Collected 04/17/23
SW-6020B
MW-1 MW-2 DUP-1 MW-3
SW-8260D
SW-8270E
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ONE Page 1 of 1 AP Foundry, LP
MethodAnalyteResult Q Result Q Result Q Result Q Result Q Result Q Result Q Result Q Result Q Result Q Result Q1,1,1-Trichloroethane <5.5 <5.5 <5.5 <5.5 <5.5 <5.5 <5.5 <5.5<5.5 <5.5 <5.544,0001,1,2-Trichloroethane<5.5 <5.5 <5.5 <5.5 <5.57.1<5.5 <5.5 <5.5 <5.5 <5.5181,1-Dichloroethane <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.0 <4.07701,1-Dichloroethene <4.0 <4.0 <4.0 <4.0<4.0 <4.0 <4.0 <4.0<4.0 <4.0 <4.018,0001,2,4-Trimethylbenzene <4.9 <7.4 <4.9 <7.43.4J12<7.4 <7.4134.2J6.95,3001,3,5-Trimethylbenzene <4.9 <4.9 <4.9 <4.9 <4.93.4J <4.9 <4.93.2J <4.9 <4.95,3001,3-Butadiene <2.2 <2.2 <2.2 <2.2 <2.2 <2.290<2.28.3153.4412,2,4-Trimethylpentane <4.7 <4.7 <4.7 <4.7 <4.7140<4.7 <4.72.8J <4.7 <4.7NS2-Butanone262.4J12146.913128.4121515440,0002-Hexanone <4.1 <4.1 <4.1 <4.1 <4.1164.9<4.13.9J <4.13.5J 2,6004-Ethyltoluene <4.9 <4.9 <4.9 <4.9 <4.92.9J <4.9 <4.94.2J <4.9 <4.9NS4-Methyl-2-pentanone17<4.1182115103.7J4.3423575260,000Acetone260<247478284608429759949NSBenzene<3.2 <3.2 <3.2 <3.2813124.35.33.75.4160Bromodichloromethane <5.2 <6.7 <6.7 <6.7 <6.716<6.7 <6.7 <6.7 <6.7 <6.733Carbon disulfide1.7J <3.13.753.450326.2389.32361,000Chlorobenzene <4.6 <4.6 <4.6 <4.6 <4.63.0J <4.6 <4.615<4.6 <4.64,400Chloroform <4.9 <4.9 <4.9 <4.9 <4.95.4<4.9 <4.9 <4.9 <4.9 <4.953Chloromethane <2.1 <2.12.22.2<2.11.8J <2.1 <2.1 <2.1 <2.1 <2.17,900cis-1,2-Dichloroethene <4.0 <4.0 <4.0 <4.0 <4.0260<4.0 <4.0 <4.0 <4.0 <4.03,500Cyclohexane10<3.48.68.854130662226078110530,000Dichlorodifluoromethane <4.93.5J<4.9 <4.9 <4.9 <4.9<4.9 <4.9 <4.9 <4.97.48,760Ethylbenzene <4.3 <4.3 <4.3 <4.32.40J6.13.9J3.3J14059.1490Isopropyl alcohol4.9J <18 <185.4J <184.4J <18 <18 <18 <18 <1818,000m,p-Xylene <8.7 <8.7 <8.7 <8.75.0J136.1J8.797011178,800Methylene chloride <3.5 <3.5 <3.5 <3.5<3.5 <3.5 <3.5 <3.5<3.5 <3.5 <3.553,000n-Heptane<4.1 <4.1 <4.1 <4.1 <4.13317<4.16.4<4.13.9J 35,000n-Hexane<3.5 <4.14.8<3.53.911050<3.520106.961,000o-Xylene<4.3 <4.3 <4.3 <4.3 <4.35.92.8J4.1J4804.1J5.48,800Propene1.9<1.71.92.57.6 2,200 1,800 13200 42021260,000Styrene<4.3 <4.3 <4.3 <4.3 <4.31.7J <4.3 <4.34.0J <4.32.8J 88,000Tetrachloroethene4,000 29<6.8 <6.818<6.8 <6.8 <6.8 <6.8 <6.8 <6.83,500Tetrahydrofuran8.4<2.9 <2.9 <2.9 <2.9 <2.9 <2.9 <2.94.45.34.3180,000Toluene6.24.11111271102949250 120 180440,000trans-1,2-Dichloroethene <4.0 <4.0 <4.0 <4.0 <4.012<4.0 <4.0 <4.0 <4.0 <4.03,500Trichloroethene <5.4 <5.42121<5.4660<5.4 <5.4 <5.420<5.4180Trichlorofluoromethane <5.6 <5.6 <5.63.1J <5.6 <5.6 <5.6 <5.6 <5.6 <5.6 <5.6NSVinyl acetate <3.5 <3.5 <3.5 <3.5 <3.5 <3.5 <3.5 <3.5 <3.5 <3.5 <3.518,000Xylenes, Total <13 <13 <13 <13 <13198.9J13J1,400 15228,800Notes:All concentrations are reported in micrograms per cubic meter (µg/m3).Sub-slab and exterior soil gas screening levels (SGSLs) were obtained from the North Carolina Department of Environmental Quality (NCDEQ) Vapor Intrusion Risk Calculator using the non-residential exposure scenario.For each sample, a cumulative exceedance exists when the carcinogenic risk exceeds 1.0E-06 or the hazard quotient exceeds 1.0. Compounds 2,2,4-trimethylpentane and 4-ethyltoluene were not identified in the NCDEQ Vapor Intrusion Risk Calculator and are not included in risk calculations.NS = No screening level established; NA = Not applicableQ = Qualifier; J = Laboratory estimated value below the lowest calibration point/reporting limitBold = DetectionBold/Highlight = Exceedance of a regulatory screening levelElevatorParking garageSoil Characterization ZoneNAEX-1Retail RetailSample Location (Future use- 1st floor)RetailRetailConcrete drive RetailSample Location (Current use)623 South Cedar StreetEX-2Cumulative Exceedence TO-15Sample IDDate CollectedSS-1 SS-2 SS-3 DUP-2 SS-4 SG-1 SG-2 SG-3 SG-4 SG-5 SG-6623 South Cedar StreetGrass hillsideDirt drive600 Eldridge StreetAsphalt parking lotGrass medianAsphalt parking lotNoSub-Slab and Exterior SGSLEX-3EX-4Stairwell04/19/23NoNoNoNoNoNoNoNoYesYesONEPage 1 of 2AP Foundry, LPEMP Attachment 6.3Summary of Sub-Slab and Exterior Soil Gas Analytical Data Mill Creek - Dynamic Auto Works II and FoundryCharlotte, North Carolina
EMP Attachment 6.3Summary of Sub-Slab and Exterior Soil Gas Analytical Data Mill Creek - Dynamic Auto Works II and FoundryCharlotte, North CarolinaMethodAnalyteResult Q Result Q Result Q Result Q Result Q Result Q Result Q Result Q Result Q Result Q Result Q Result Q1,1,1-Trichloroethane <5.5 <5.5 <5.5 <5.56.8<5.517<5.5 <5.5 <5.5 <5.5 <5.544,0001,1,2-Trichloroethane <5.5 <5.5 <5.5 <5.5 <5.5 <5.5 <5.5 <5.5 <5.5 <5.5 <5.5 <5.5181,1-Dichloroethane <4.0 <4.0 <4.0 <4.0 <4.0 <4.03.2J <4.0 <4.0 <4.0 <4.0 <4.07701,1-Dichloroethene <4.0 <4.0 <4.0 <4.0 <4.0 <4.06.3<4.0 <4.0 <4.0<4.0 <4.018,0001,2,4-Trimethylbenzene <7.420<7.4 <7.4 <7.4 <7.4 <7.48.84.4J <7.43.7J3.9J 5,3001,3,5-Trimethylbenzene <4.95.7<4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.95,3001,3-Butadiene <2.24.8<2.2 <2.2 <2.2 <2.2 <2.211012<2.2 <2.2 <2.2412,2,4-Trimethylpentane <4.7<4.7 <4.7 <4.7 <4.7 <4.7 <4.74.7<4.7 <4.7 <4.7 <4.7N/A2-Butanone5.6413.26.55.3121315133.42827440,0002-Hexanone <4.1 <4.1 <4.13.5J <4.13.7J <4.14.5<4.1 <4.1 <4.12.7J 2,6004-Ethyltoluene <4.96.6<4.9 <4.9 <4.9 <4.9 <4.93.4J <4.9 <4.9 <4.9 <4.9N/A4-Methyl-2-pentanone2.5J95<4.1 <4.15.1<4.15.5356.62.3J100 140260,000Acetone6021010J <2414J44531608012J150 140N/ABenzene117<3.213<3.22.9J3.5155.82.6J2.4J <3.2160Bromodichloromethane <6.7 <6.7 <6.7 <6.7<6.7 <6.7 <6.7 <6.7 <6.7 <6.7 <6.7 <6.733Carbon disulfide9.8342.2J6.2<3.16.97.2666.23.79.81161,000Chlorobenzene <4.6 <4.6 <4.62.8J <4.6 <4.6 <4.6 <4.6 <4.6 <4.6 <4.6 <4.64,400Chloroform <4.9 <4.9 <4.9 <4.99.8<4.918<4.9<4.9 <4.9 <4.9 <4.953Chloromethane <2.1 <2.1 <2.1 <2.1 <2.1<2.1 <2.1 <2.1 <2.1<2.1 <2.1 <2.17,900cis-1,2-Dichloroethene <4.0 <4.0 <4.0 <4.0 <4.0 <4.0140<4.0 <4.0 <4.0 <4.0 <4.03,500Cyclohexane652.8J854916<3.423240 180465255530,000Dichlorodifluoromethane3.7J <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.9 <4.98,760Ethylbenzene9.3114.319<4.3 <4.33.0J115.22.6J4.1J4.8490Isopropyl alcohol <1821<18 <186.6J <183.6J5.0J4.2J4.2J3.3J <1818,000m,p-Xylene34423.9J41<8.7 <8.75.0J20114.6J10118,800Methylene chloride <3.5 <3.5 <3.5 <3.5 <3.5 <3.55.6<3.5 <3.5 <3.5<3.5 <3.553,000n-Heptane3.3J4.3<4.15.1<4.14.5<4.119<4.1 <4.1 <4.1 <4.135,000n-Hexane778.8<3.544<3.5114.863103.2J4.13.2J 61,000o-Xylene1912<4.334<4.3 <4.3 <4.37.86.54.1J3.5J3.7J 8,800Propene3,000 4616440121041 3,100 170544.75.7260,000Styrene<4.32.6J <4.32.1J <4.3 <4.3 <4.32.3J <4.3 <4.3 <4.3 <4.388,000Tetrachloroethene <6.8 <6.8 <6.82874038 2,800<6.8 <6.8 <6.8 <6.8 <6.83,500Tetrahydrofuran <2.913<2.9 <2.92.2J <2.9 <2.98.44<2.954.4180,000Toluene575703728136.2254407326110 110440,000trans-1,2-Dichloroethene <4.0 <4.0 <4.0 <4.0 <4.0 <4.04.6<4.0 <4.0 <4.0 <4.0 <4.03,500Trichloroethene <5.4 <5.411650 5204.8J3,100<5.44.0J7<5.4 <5.4180Trichlorofluoromethane <5.6 <5.6 <5.617<5.6 <5.63.9J <5.6 <5.6 <5.6 <5.6 <5.6N/AVinyl acetate <3.5 <3.5 <3.5 <3.5 <3.5 <3.5 <3.520<3.5 <3.5 <3.5 <3.518,000Xylenes, Total5354<1375<13 <13 <132818<1314158,800Notes:All concentrations are reported in micrograms per cubic meter (µg/m3).Sub-slab and exterior soil gas screening levels (SGSLs) were obtained from the North Carolina Department of Environmental Quality (NCDEQ) Vapor Intrusion Risk Calculator using the non-residential exposure scenario.For each sample, a cumulative exceedance exists when the carcinogenic risk exceeds 1.0E-06 or the hazard quotient exceeds 1.0. Compounds 2,2,4-trimethylpentane and 4-ethyltoluene were not identified in the NCDEQ Vapor Intrusion Risk Calculator and are not included in risk calculations.NS = No screening level established; NA = Not applicableQ = Qualifier; J = Laboratory estimated value below the lowest calibration point/reporting limitBold = DetectionBold/Highlight = Exceedance of a regulatory screening levelSub-Slab and Exterior SGSLSample Location (Current use)SG-17EX-13Dirt RoadRestaurant/Parking garageRetail/Lobby/Parking garageDUP-1SG-9 SG-10 SG-11 SG-12 SG-13Dirt ParkingParking garageGrass AreaYesYesYesYesNoNoNoSG-14 SG-15 SG-16SG-7 SG-8Sample IDDate CollectedExterior vacant shopSoil Characterization ZoneSample Location (Future use- 1st floor)EX-5 EX-7 EX-8EX-9EX-10EX-11EX-12TO-15Cumulative Exceedence 04/19/23NoNoNoNoNoONEPage 2 of 2AP Foundry, LP
Revision
Date
Method
T0-15
Noles:
July2, 2014
Chent Sample ID
Collect Date
Compound
cis-1,2·
Dichloroethene
trans-1,2-
Dichloroelhene
Trichloroethylene
ITC El
Vinvt chloride
N/A
NL
Air-1
Units 6/26/2014
µg/m3 <0.79
µg/m3 <0.79
µg/m3 <1.1
µQ/m3 <0.51
-Not Applicable
·Not Listed
Air-2
6/26/2014
<0.79
<0.79
<1.1
<0.51
Table 2: Summary of Indoor Air Sampling Results
Air-3 Aif-4 DWM Residential Indoor Air and Crawlspace
Screening Level (June 2014)
IASLIAl IASLIBl IASL©
6/26/2014 6/26/2014 TCR = 1.0E-06 TCR = 1.0E-05 TCR = 1.0E·04
<0.79 <0.79 NL NL NL
<0.79 <0.79 NL NL NL
<1.1 <1.1 0.42 0.42 0.42
<0.51 <0.51 0.17 1.7 16.8
• Exceeds DWM Residential Vapor Intrusion Screening Levels
• Exceeds DWM Industrial/Commercial Vapor Intrusion Screening Levels
DWM Commercial/Industrial Indoor Air and
Crawlspace Screening Level (June 2014)
IASLIAl IASLIBl IASL©
TCR = 1.0E-06 TCR = 1.0E·05 TCR = 1.0E-04
NL NL NL
NL NL NL
1.75 1.75 1.75
2.8 27.9 87.6
P:\Work Files\ENV\2013\014 ·South Cedar\Data tor 7-1 Report\NewVapor and Indoor Samples 6_27_14 Page 1
EMP Attachment 6.4Summary of Historical Indoor Air Analytical DataMill Creek - Dynamic Auto Works II and Foundry Charlotte, North Carolina
EMP Attachment 7.0Summary of Groundwater Elevation DataMill Creek - Dynamic Auto Works II and Foundry Charlotte, North Carolina
Monitoring Location ID Gauging Date Depth to Water (ft btoc)Depth to Bottom (ft btoc)Top of Casing Elevation(ft amsl)Groundwater Elevation(ft amsl)MW-1 4/17/2023 26.77 30.14 670.77 644.00MW-2 4/17/2023 22.91 37.01 669.52 646.61MW-3 4/17/2023 26.02 42.55 676.40 650.38MW-4 4/17/2023 15.17 19.50 657.61 642.44Notes:Elevations estimated using Google Earth Pro 2023ft btoc = Feet Below Top of Casing; ft amsl = Feet Above Mean Sea Level
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