26015_Sawmill Hollow EMP_20230706

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EMP Version 3, March 2023
NORTH CAROLINA BROWNFIELDS REDEVELOPMENT SECTION
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: Click or tap here to enter text. 2. Estimated jobs created:
a. Construction Jobs: Click or tap here to enter text.
b. Full Time Post-Redevelopment Jobs: Click or tap here to enter text.

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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 ......................................................................................................................... 7
PART 1. SOIL ........................................................................................................................................ 8
PART 2. GROUNDWATER .................................................................................................................. 17
PART 3. SURFACE WATER .................................................................................................................. 19
PART 4. SEDIMENT ............................................................................................................................ 19
PART 5. SOIL VAPOR ......................................................................................................................... 20
PART 6. INDOOR AIR ......................................................................................................................... 20
VAPOR INTRUSION MITIGATION SYSTEM ............................................................................................. 21
CONTINGENCY PLAN ............................................................................................................................. 21
POST-REDEVELOPMENT REPORTING..................................................................................................... 23
APPROVAL SIGNATURES ....................................................................................................................... 24

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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.

☐ A figure overlaying redevelopment plans on a map of the extent of contamination for
each media.

☒ Site grading plans that include a cut and fill analysis.

☐ 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.). Note: Permits have not
been obtained yet but are expected to include DEMLR Sedimentation and Erosion
Control plan approval and an NCDOT Driveway permit.

☒ A detailed construction schedule that includes timing and phases of construction.

☒ Tabulated data summaries for each impacted media (i.e. soil, groundwater, soil gas,
etc.) applicable to the proposed redevelopment.

☒ Figures with the sampling locations and contamination extents for each impacted media
applicable to the proposed redevelopment.

☐ 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.

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

☒ 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. Note: Will be
provided under a separate cover.

GENERAL INFORMATION

Date: 6/6/2023 Revision Date (if applicable): 6/21/2023

Brownfields Assigned Project Name: Sawmill Hollow

Brownfields Project Number: 26015-22-100

Brownfields Property Address: Sawmill Hollow Road, Burnsville, NC 28714

Brownfields Property Area (acres): 3.86
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.: The Site previously held a Type I Solid Waste (yard waste) Permit No.
YWN100-001 which was first issued in 2014 (attached). The permit must be renewed on an annual
basis and was last renewed in 2020 (attached). Therefore, the permit is no longer active and the Site is
not subject to the provisions of the permit.

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.

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Prospective Developer (PD): Northwestern Housing Enterprises, Inc.
Contact Person: E.G. “Ned” Fowler, President
Phone Numbers: Office: [phone] Mobile: [phone]
Email: [e-mail]

Contractor for PD: ALH General Contractor
Contact Person: Alan Herman
Phone Numbers: Office: [phone] Mobile: [phone]
Email: [e-mail]

Environmental Consultant: Geosyntec Consultants of NC, P.C.
Contact Person: Mike Burcham
Phone Numbers: Office: [phone] Mobile: [phone] Email: [e-mail]

Brownfields Redevelopment Section Project Manager: Bill Schmithorst
Phone Numbers: Office: [phone] Mobile: [phone]
Email: [e-mail]

Other DEQ Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch,
Hazardous Waste, Solid Waste):
[e-mail]

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:
Click or tap here to enter text.

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:
The PD plans to redevelop the Site into a community including 26 affordable multi-family
apartments, a community building with amenities, and a playground. Each apartment will be
approximately 450 to 650 square feet and will have associated parking. The apartments will be
part of a single rental entity (i.e., they will not be sold for ownership).
No intact buildings or paved areas are currently on Site. A building slab is present in the western
portion of the Site near Sawmill Hollow Road which will be removed during Site redevelopment.

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

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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: 9/4/2023

b) Anticipated duration (specify activities during each phase):
The preliminary construction proposes a construction schedule of approximately 7 months
total
Sitework (erosion control measure installation, grading, utilities installation, parking/road
installation): 9/4/23 – 11/9/23
Building Construction (foundations, utilities, framing, window installation, roofing, siding,
gutter installation, insulation, interior construction): 11/8/23 – 3/18/24
Substantial Completion: 3/19/24
Certificate of Occupancy: 3/26/24

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: 3/26/2024

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

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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):
Assessment results for Sawmill Village indicate few impacts to soil, anticipated to be from
historical sawmill or other site activities (the site accepted untreated and unpainted wood waste,
silviculture waste, yard trash, and yard waste starting in 2014). Arsenic, cadmium, and
hexavalent chromium were detected above the residential July 2022 Preliminary Soil
Remediation Goals (PSRGs). These metals were detected less than one order of magnitude above
their residential PSRGs and may be attributable to natural background. Maximum concentrations
detected were 3.17 milligrams per kilogram (mg/kg; arsenic), 2.11 mg/kg (cadmium), and 1.50
mg/kg (hexavalent chromium).
There was one detection of pentachlorophenol, a semi-volatile organic compound (SVOC) above
residential PSRGs on the Site. It was detected at 9.7 mg/kg; less than one order of magnitude
above the Residential PSRG of 1.0 mg/kg.
2) Depth of known or suspected contaminants (feet):
Metals, including arsenic and hexavalent chromium, were detected across the Site at depths of
0-8 feet below ground surface (bgs). The single SVOC compound detected above residential
PSRGs was detected between 0 and 4 feet bgs.
3) Area of soil disturbed by redevelopment (square feet):
Nearly the entire Site will be graded for redevelopment– approximately 3.5 acres.

4) Depths of soil to be excavated (feet):
The typical depth of soil to be excavated across the Site for grading purposes is approximately 3-
5 feet. There is a limited area with a deeper excavation on the central portion of the Site.

5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan):
1,200 cubic yards (CY). Includes approximately 800 CY of soil and 400 CY of woody material.

6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants:
Unknown. Impacted soils, if encountered, will be sampled, and based on results, will be either
reused on Site at a depth greater than 2 ft below the final grade or disposed of off Site. If results
indicate the soil meets unrestricted use criteria, soil will be used anywhere at the site.

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7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable:
Unknown – see No. 6

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:
Click or tap here to enter text.

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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:
Click or tap here to enter text.

☐ 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:

Tier 2 risk calculations previously provided to the Brownfields Redevelopment Section (BRS) in the
Supplemental Assessment Report (Geosyntec 2022) for the Site indicated that no soils are present on
the Site that result in unacceptable risk. Final grade sampling will be conducted to confirm.

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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 construction, an Environmental Professional (EP) will be present to make field
observations and field screen soils using the PID headspace method and to screen outdoor
air with a PID for evidence of impacts during grading operations. The level of on-Site EP
oversight may decrease according to the plan discussed below.

Based on previously discussed existing assessment data, it is unlikely that an EP will be
required on-Site for all earthwork activities. Based on initial observations during
construction, the EP will work with the Prospective Developer and construction personnel
(Contractor) to determine the scope and frequency for subsequent oversight to reasonably
document that remaining soils are managed in accordance with this EMP. This may include
moving to standby and allowing the Contractor or a Contractor-designated representative
to provide primary oversight of construction activities. The Contractor or designated
representative will notify the EP if field conditions are encountered that could indicate the
potential presence of impacted soil (i.e., staining, odors). While the EP is on standby, the
Contractor or designated representative will fill out a weekly log approved by the EP and
provide a photo log (as necessary) to document Brownfields Property conditions. The
weekly reports will be included in a final EMP Implementation Report at the end of the
project. While on standby, the EP will make Site visits at least weekly for the first month to
document Brownfields Property conditions reported by the Contractor. The need and
frequency of standby EP visits after the first month of grading will be adjusted based on
Site conditions encountered during Site construction.
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)

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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:
Based on previously described assessment results, no additional sample collection for
managing on-site soil is currently planned unless new field evidence of potential soil
impacts (staining, odors) is encountered during grading.

If new field evidence of soil impacts is not consistent with previous assessment findings,
the soil will either be 1) transported to an NCDEQ-permitted facility for disposal; or 2)
sampled and evaluated as potential on-Site fill. Under these conditions, the soil will be
stockpiled for sampling per Figure 1 of this EMP. The Contractor will use segregation
methods and/or roll-off boxes to separate debris. Sampling of potentially impacted soil
will be conducted in general accordance with NCDEQ guidance using the analytical
laboratory methods below at a frequency of approximately 1 sample per 500 CY
composited from 3 to 5 points (grab sample for VOCs).

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

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- A North Carolina PE/PG recommendation of placement

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
Stockpiling will be performed if needed, as discussed in item 4 above and as shown on Figure 1 of this
EMP for soils identified by the EP as being potentially impacted based on field screening methods.

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which should be taken from 1-2 ft below ground surface. Alternatively, indicate if a work
plan for final grade sampling may be submitted under separate cover.
A work plan will be submitted under a separate cover pending field observations during
construction. Analytical results will be screened using the risk calculator to evaluate the
top two feet of soil for the selected analytes.

☐ If final grade sampling was NOT selected, please explain rationale:
N/A

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?
Click or tap here to enter text.

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

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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.

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

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

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If other special considerations apply, discuss:
See Woody Debris and Soil Characterization Work Plan dated April 25, 2023 and approved by the
BRS on May 5, 2023 for further details on mulch/woody debris export at this Site.

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:
Click or tap here to enter text.

☒ If no, include rationale here:
Based on soil data from 2022, there was only one non-metal compound detected
(pentachlorophenol) above its residential PSRG in the top 8 feet of soil at the Site in one segment
of the Site. Site utilities are expected to be constructed in the top 8 feet of soil and therefore
direct impact with contaminants is not anticipated.

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

Other comments regarding managing impacted soil in utility trenches:
Potentially impacted soils will not be placed back into trench if they represent a potential vapor
risk.
PART 2. GROUNDWATER

1) What is the depth to groundwater at the Brownfields Property?
Groundwater is expected to be present on Site at depths of approximately 16 to 24 feet below
ground surface based on groundwater data collected by WithersRavenel in 2021. Groundwater
is not expected to be encountered during construction.

2) What is the maximum depth of soil disturbance onsite?
Generally, 3-5 feet below the current land surface. There is a limited area with a deeper
excavation on the central portion of the Site.

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3) Is groundwater known to be contaminated by ☐onsite ☐offsite ☐both or ☒unknown
sources? Describe source(s):
The source of the elevated concentrations of metals above the 2L Standards (arsenic, barium,
and total chromium) in groundwater is unknown.

4) What is the direction of groundwater flow at the Brownfields Property?
Groundwater flow direction is undetermined but is believed to be to the south based on
groundwater data collected by WithersRavenel in 2021 and topography.
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:
Click or tap here to enter text.
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).
In the event that groundwater is encountered, it will be displaced in the excavation and/or
pumped into a tanker truck, frac tank, or other container approved by the EP. The PD may apply
for a permit to discharge groundwater to the local public sanitary sewer system, dispose of
groundwater off Site, or manage groundwater as construction stormwater. The EP will test the
water as needed to characterize it for management/disposal purposes based on the selected
management strategy. A sanitary sewer discharge permit, if applicable, would be coordinated
through the BRS.

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:
The previous wells known to have existed on the Site were temporary and were reportedly

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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):
The historical information that Geosyntec reviewed and the observations Geosyntec made on
Site indicate that surface water is not present at the Site. As such, an impacted surface water
scenario would only occur if rainfall occurred during excavation activities and that excavation
also encountered impacted soil. If areas of impacted soil are encountered during construction,
they will be covered with plastic by the Contractor as needed to prevent direct contact with
rain/surface water while grading activities are occurring.
Stockpiles will be managed per Figure 1 of this EMP. If applicable, water that has contacted
impacted soil will be contained on Site using diking or trenching, or placed into a tanker truck,
frac tank, or other storage container by the Contractor as approved by the EP. If needed, water
will be sampled by the EP for laboratory analysis to evaluate handling/disposal options. Sampling
and analysis will be conducted based on the requirements of the disposal facility or infiltrated
back into the Site soil with the approval of NCDEQ.

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 ☒ No
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):
N/A – no sediment sources at the property
abandoned in December 2021. No other wells are known to exist on-Site. If new monitoring wells are
identified during construction, they will be marked and protected from further disturbance until
approval for abandonment is given.

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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: 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:
No sub-slab soil vapor data has been collected to date; therefore, it is not known whether there
are sub-slab soil vapor exceedances.

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:
Utility trenches in areas where soil vapors may be encountered will be ventilated appropriately
on an as needed basis and field monitoring will be conducted periodically to screen the breathing
zones and working areas. BRS will be notified within 48 hours if odors which may indicate
previously unknown contamination are identified.

PART 6. INDOOR AIR

1) Are indoor air data available for the Brownfields Property? ☐ Yes ☒ No
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
Contaminated soil vapors were detected across the Site between 2 and
8 ft bgs.
Click or tap here to enter
text.

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EMP Version 3, March 2023
indoor air during planned redevelopment activities? ☐ Yes ☐ No ☐ Unknown ☒ N/A

☐ If no, include rationale here:
Click or tap here to enter text.
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:
Anticipated submittal in 2023. 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
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:
N/A – No building structures are present.

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☒ 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:
Available information indicates that it is unlikely for USTs to be present at the Site. In the unlikely
event that a UST is identified, NCDEQ will be notified within 48 hours. UST closure and corrective
action will be followed per applicable NCDEQ UST Section regulations and guidance. This may
include the use of a mobile laboratory with ultraviolet fluorescent (UVF) capabilities to help
evaluate the extent of impacts in the field. Confirmatory soil samples will be collected from four
sidewalls and at least one base sample (depending on size) of the final excavation. Confirmation
analysis will include VOCs by EPA Method 8260, SVOCs by EPA Method 8270, RCRA Metals by EPA
Methods 6010D and 7471B, and hexavalent chromium by EPA Method 7199, as applicable, to meet
BRS requirements. Additional analysis may include those listed in UST Section Guidelines for Site
Checks, Tank Closure, and Initial Response and Abatement Table 3 – Approved Methods for Soil
Analyses at Petroleum UST Closures, Over-Excavation and Site Checks
(https://deq.nc.gov/about/divisions/waste-management/underground-storage-tanks-section/ust-
guidance-documents).

Sub-Grade Feature/Pit:
If a sub-grade feature/pit is identified, NCDEQ will be notified. Guidelines for Assessment and
Cleanup of Contaminated Sites (NCDEQ IHSB, January 2020)
(https://files.nc.gov/ncdeq/Waste%20Management/DWM/SF/IHS/guidance/IHSB_RemediationGuid
ance092320.pdf) will be used to assess and as necessary clean up sub-grade features/pits.
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:
The BRS will be notified if buried wastes are encountered other than for the conditions previously
described in this EMP. Work will be stopped and plans will be conducted to evaluate the waste if

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EMP Version 3, March 2023
the EP believes that the characteristics of the material are inconsistent with data from previous
assessment reports.

Re-Use of Impacted Soils Onsite:
Grossly impacted soils will not be reused on Site. Per the procedures identified in this EMP, the EP
will screen soils to evaluate the presence of any impacts and appropriate reuse scenarios.

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:
N/A

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 6/24/2024

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.

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ATTACHMENTS
EXHIBIT A
REDEVELOPMENT PLANS

E US. 19 ES A WMI LL H OL LOW RD SITEXXXFINISHED FLOORELEVATIONDETAILNUMBERWALL OR BUILDINGSECTION CUTEXTERIORELEVATIONINTERIORELEVATIONSPARTITIONLABELWINDOW/GLAZINGTYPECOLUMN LETTEROR NUMBERROOM NUMBERDOOR NUMBERREVISION NUMBERNEW WALLSSxWxXXX1XAX.XXAX.XXAX.XXAX.XXXXX1'-7"3'-0"1'-6" 3'-6"PARTITIONLOCATION3'-6"1'-0" MAX.3'-0"2'-10"3'-4"1'-5"1'-3" 1'-3"2'-10"2"GRAB BARS MIRROR / LAVATORYURINALELECTRIC WATER COOLERTOWEL BAR, PAPER TOWELDISPENSER, ETC.3'-6" TYP.1'-3"RANGEOPERATING MECHANISMSSHALL BE LOCATEDBETWEEN 15" AND48" A.F.F.SEE PLANVANITY2'-5"MIN.2'-10"4'-2"4"FULL GLASSMIRROR3'-6" TYP.4" MAX.FIRE EXTINGUISHERCABINETOPERATING MECHANISMSHALL BE LOCATEDBETWEEN 15" AND48" A.F.F.3'-6"CONTROLS AND OPERATING MECHANISMSSHALL BE LOCATED BETWEEN 15" AND 48"ABOVE THE FINISHED FLOOR1'-4"TYP.1'-3" RANGEPOWEROUTLETSLIGHT SWITCHESTHERMOSTATSFIRE ALARM PULL STATIONSALL OTHER OPERATINGMECHANISMS6" MAX.3'-0"1'-2" MIN1'-7"3'-0" 1'-0"3"3'-3"3"1'-6"2'-10"HI/LO ELECTRICWATER COOLER3'-4"2"2"STANDARD ABBREVIATIONSA@ATABANCHOR BOLTA/CAIR CONDITIONINGACIAMERICAN CONCRETE INSTITUTEADJADJACENT OR ADJUSTABLEALUMALUMINUMAPPROXAPPROXIMATELYASTMAMERICAN SOCIETY FOR TESTING AND MATERIALSBBLDGBUILDINGBLKBLOCKINGBMBEAM OR BENCH MARKBOTBOTTOMBRGBEARINGCCICAST IRONCJCONTROL JOINTCLCENTER LINECLGCEILINGCLOCLOSETCLRCLEARCMUCONCRETE MASONRY UNITCOLCOLUMNCONCCONCRETECONSTCONSTRUCTIONCONTCONTINUOUSCORRCORRIDORCPTCARPETCTCERAMIC TILECTRCENTERCWCOLD WATERDDTLDETAILDIADIAMETERDIMDIMENSION(ED)DNDOWNDWGDRAWINGEEAEACHEJEXPANSION JOINTELECELECTRIC(AL)ELEVELEVATION OR ELECTRICALEOSEDGE OF SLABEQEQUALEQUIPEQUIPMENTEWCELECTRIC WATER COOLEREWHELECTRIC WATER HEATEREXHEXHAUSTEXTEXTERIOR OR EXTERNALFFDFLOOR DRAINFECFIRE EXTINGUISHER CABINETFFEFINISHED FLOOR ELEVATIONFHCFIRE HOSE CABINETFLUORFLUORESCENTFOMFACE OF MASONRYFTFOOT OR FEETFTGFOOTINGGGAGAUGEGALVGALVANIZEDGBGRAB BARGLGLASS OR GLAZINGGWBGYPSUM WALL BOARDGYPGYPSUMHHBHOSE BIBBHCPHANDICAPHDWHARDWAREHIDHIGH INTENSITY DISCHARGEHMHOLLOW METALHORIZHORIZONTALHRHOURHTHEIGHTHTGHEATINGHTRHEATERHVACHTG, VENTILATION & AIR CONDITIONINGHWHOT WATERIIDINSIDE DIAMETERINCANINCANDESCENTINCLINCLUDINGINSULINSULATIONINTINTERIOR OR INTERNALJJANJANITORJTJOINTJSTJOISTKKITKITCHENLLAMLAMINATE OR LAMINATEDLAVLAVATORYLBSPOUNDSLTGLIGHTINGLLVRLOUVERMMASMASONRYMAXMAXIMUMMECHMECHANICALMFRMANUFACTURERMINMINIMUMMISCMISCELLANEOUSMOMASONRY OPENINGMTDMOUNTEDMTLMETALNNECNATIONAL ELECTRICAL CODENEMANATIONAL ELECTRICAL MFR'S ASSOC.NFPANATIONAL FIRE PROTECTION ASSOC.NICNOT IN CONTRACTNONUMBERNOMNOMINALNTSNOT TO SCALEOOCON CENTERODOUTSIDE DIAMETEROFCOFFICEOHOPPOSITE HANDOPNGOPENINGOZOUNCEPPLPLATE OR PROPERTY LINEPLASPLASTICPLBGPLUMBINGPLWDPLYWOODPNLPANELPSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHPTPRESSURE TREATEDPTDPAINTED OR PAPER TOWEL DISPENSERPVCPOLYVINYL CHLORIDERRRADIUS OR RISERRCPREFLECTED OR CEILING PLANRDROOF DRAINRECPTRECEPTACLEREINFREINFORCEDREQ'DREQUIREDRMROOMROWRIGHT-OF-WAYRPREFERENCE POINTSSATCSUSPENDED ACOUSTICAL TILECEILINGSECTSECTIONSFSQUARE FOOT OR FEETSHTSHEETSIMSIMILARSPECSPECIFICATION(S)SSSTAINLESS STEELSTDSTANDARDSTCSOUND TRANSMISSION CLASSSTLSTEELSTRUCTSTRUCTURE OR STRUCTURALSQSQUARESVSHEET VINYLTTTREADTATOILET ACCESSORYTELTELEPHONET&GTONGUE AND GROOVETOBTOP OF BEAMTOCTOP OF CONCRETETOFTOP OF FOOTINGTOSTOP OF SLAB OR STEELTOWTOP OF WALLTPTEXTURED PRODUCTTPDTOILET PAPER DISPENSERTYPTYPICALUULUNDERWRITER'S LABORATORYUNOUNLESS NOTED OTHERWISEVVCTVINYL COMPOSITION TILEVERTVERTICALVTRVENT TO ROOFVWCVINYL WALL COVERINGWW/WITHWCWATER CLOSETWDWOODWHWATER HEATERW/OWITHOUTWPWATERPROOF(ING)WWFWELDED WIRE FABRICYYDYARD(S)4582T CH AP ELHILLNCCETIHCRADERETSIGER NORTHCAROLINARJ.ESITO.DLANOD,50404CHAP ELHILLNCNORTHCAROLINAAP,STCETIHCRARETSEIKESITNOITAROPROCLARUTCETIHCRADERETSIGERPRELIMINARY -NOT FOR CONSTRUCTIONThese drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:SheetPROJECT TEAMVICINITY MAPOWNERSTANDARD MOUNTING HEIGHTSDRAWING SYMBOLSARCHITECTCONTRACTORINDEX OF DRAWINGSTISE KIESTER ARCHITECTS119 EAST FRANKLIN STREET, SUITE 300 CHAPEL HILL, NC 27514T: 919.967.0158 E: [e-mail]: DON TISENORTHWESTERN HOUSING ENTERPRISES, INC.PO Box 1673, BOONE, NC 28607, 828-264-6683T: 828.264.6683 E: [e-mail]: NED FOWLERALH GENERAL CONTRACTOR, INC. 4459 NC HWY 105 SOUTH -SUITE G-2, BOONE, NC 28607T: 828.964.6363 E: [e-mail]: ALAN HERMANSTRUCTURALKAYDOS-DANIELS ENGINEERS, PLLC400-201 W. MORGAN ST.RALEIGH, NC 27603-1807T: 919.828.4966 E: [e-mail]: ANDREW WARNKESAWMILLVILLAGEBURNSVILLE, NC210103/24/2022G0.0COVER SHEETSAWMILL VILLAGEBURNSVILLE, NCARCHITECTURALA1.1cFLOOR PLAN- UNIT C - TYPE B&AA2.1cEXTERIOR ELEVATIONS - UNIT CA3.1cSECTION - UNIT CA4.1cUNIT C- INTERIOR ELEVATIONSA4.2cUNIT C - INTERIOR ELEVATIONSA5.1cUNIT C- DOOR & FRAME SCHEDULE &ROOM FINISH SCHEDULEA1.1fFLOOR PLAN - UNIT FA2.1fEXTERIOR ELEVATIONS - UNIT FA3.1fSECTION - UNIT FA4.1fUNIT F- INTERIOR ELEVATIONSA5.1fUNIT F- DOOR & FRAME SCHEDULE &ROOM FINISH SCHEDULEA1.1gFLOOR PLAN - UNIT GA2.1gEXTERIOR ELEVATIONS - UNIT GA3.1gSECTION - UNIT G & HA4.1gUNIT G- INTERIOR ELEVATIONSA5.1gUNIT G- DOOR & FRAME SCHEDULE &ROOM FINISH SCHEDULEA1.1hFLOOR PLAN - UNIT H - TYPE AA2.1hEXTERIOR ELEVATIONS - UNIT HA3.1hSECTION - UNIT G & HA4.1hUNIT H - INTERIOR ELEVATIONS - TYPE AA5.1hUNIT H - DOOR & FRAME SCHEDULE &ROOM FINISH SCHEDULE1 NCFHA COMMENTS 09/01/20221
4 1/2"P1P24"E16 1/2"F1R16 1/2"P3P46"4582T CH AP ELHILLNCCETIHCRADERETSIGER NORTHCAROLINARJ.ESITO.DLANOD,50404CHAP ELHILLNCNORTHCAROLINAAP,STCETIHCRARETSEIKESITNOITAROPROCLARUTCETIHCRADERETSIGERPRELIMINARY -NOT FOR CONSTRUCTIONThese drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:SheetSAWMILLVILLAGEBURNSVILLE, NC210103/24/2022G1.0WALL, FLOOR, AND ROOFASSEMBLIESINTERIOR PARTION NOTES1. PARTITION TYPE 'P1' IS TYPICAL NON-BEARING WALL THROUGHOUT PROJECT, UNLESS NOTED OTHERWISE.2. EXTENT OF PARTITION RATING DESIGNATIONS IS SHOWN ON FLOOR PLANS, TYPICAL.3. SEAL ALL WALL PENETRATIONS WITH ACOUSTICAL SEALANT, TYPICAL.4. WHERE PARTITIONS OF VARIOUS THICKNESSES MEET, MAINTAIN A FLUSH SURFACE ON THE SIDE WHERE FACES ARE STRAIGHT AND CONTINUOUS, UNLESS NOTED OTHERWISE.5. PROVIDE-IN WALL BLOCKING AS REQUIRED FOR EQUIPMENT AND FURNISHINGS.6. PARTITIONS IN ALL BATHROOMS TO HAVE MOLD RESISTANT GYPSUM BOARD IN THICKNESS TO MATCH SCHEDULED. REFER TO FINISH SCHEDULE FOR OTHER SPACES TO RECEIVE MOLD RESISTANT GYPSUM BOARD7. REFER TO INTERIOR ELEVATIONS FOR EXTENT OF ADDITIONAL FINISHES, TYPICAL.8. PARTITION LAYOUT TO BE VERIFIED WITH ARCHITECT PRIOR TO START OF FRAMING. ANY DISCREPANCIES BETWEEN DIMENSIONS INDICATED ON PLANS AND FIELD CONDITIONS ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY.EXTERIOR PARTION NOTES1. REFER TO EXTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION REGARDING FINISH MATERIALS AND TRIM.2. REFER TO STRUCTURAL DRAWINGS FOR SCHEDULED THICKNESSES OF CAST IN PLACE CONCRETE WALLS3. REFER TO WALL SECTIONS, DETAILS, AND PROJECT SPECIFICATIONS FOR ADDITIONAL FLASHINGS AND TRIMS REQUIRED FOR EXTERIOR WALL ASSEMBLIES.4. PROVIDE SILL PLATE GASKET BELOW BOTTOM PLATE, TYPICAL5. INSULATION AT EXTERIOR WALLS TO BE INSTALLED AND INSPECTED PER ENERGY STAR REQUIREMENTS6. CONTINUOUS RIGID INSULATION AT EXTERIOR WALLS TO HAVE FLAME SPREAD INDEX OF 25 OR LESS7. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION REGARDING FRAMING REQUIREMENTSFLOOR/CEILING ASSEMBLY NOTES1. ALL PENETRATIONS SHALL SEALED BY AN APPROVED UL METHOD.READ SCHEDULE FROM DOT SIDE OF PARTITIONREAD SCHEDULE FROM DOT SIDE OF PARTITIONREAD SCHEDULE FROM DOT SIDE OF PARTITIONREAD SCHEDULE FROM DOT SIDE OF PARTITIONINTERIOR PARTITION SCHEDULEEXTERIOR WALL ASSEMBLIESFLOOR CEILING ASSEMBLIESROOF/CEILING ASSEMBLIES1/2" GWB2x4 WOODSTUDS@16"OC(24" OCAT NONBEARINGPARTITIONS)1/2" GWBNON- RATEDINTERIORPARTITION1/2" GWB2x4 WOODSTUDS@16"OC(24" OCAT NONBEARINGPARTITIONS)NON-RATED CHASEWALL1/2" GWB2x6 WDSTUDS@24" OC1/2" GWBNON- RATEDINTERIORPARTITIONASSEMBLY TYPEREMARKS123456COMPONENTSASSEMBLY TYPEREMARKS123456COMPONENTSASSEMBLY TYPEREMARKS123456COMPONENTSASSEMBLY TYPEREMARKS123456COMPONENTSFIBERCEMENTLAPSIDING/FIBERCEMENTPANELS&TRIMPOLYOLEFINBLDGWRAP W /TAPEDSEAMS1/2" NOMAPARATEDOSBSHEATING2X6 WDSTUDS@16" OCMAXR-20UNFACEDBATTINSULATION1/2" GWBSTANDINGSEAMMETALROOF ONSYNTHETICROOFUNDER-LAYMENT15/32" OSBROOFSHEATHINGW/ CLIPS2X12 WDBEAM-SEESTRUCTR-25(MIN)BATTINSULATION1 LAYER5/8" GWB(EXTGRADEGWBWHEREABOVEEXTERIORSPACES)FINISHEDFLOORING3/4" T&GPLYWDSUBFLOOR2X10 WDJOISTS-SEESTRUCT1 LAYER1/2" GWBLOFT FLOOR1/2" GWB2x6 WDSTUDS@24" OCNON- RATEDINTERIORPARTITIONROOF/CEILING ASSEMBLY NOTES1. ALL PENETRATIONS SHALL BE RATED AND SEALED BY AN APPROVED UL METHOD, WHERE REQUIRED BY ASSEMBLY RATING2. ANY ROOF PENETRATIONS ARE TO BE FLASHED AND PAINTED TO MATCH ADJACENT ROOF SURFACES3. REFER TO ROOF PLAN(S) FOR SLOPE OF INSULATION AND LOCATION OF ROOF DRAINS/DRAINAGE SYSTEMS4. ANY WOOD BLOCKING THAT IS PROVIDED AT ROOF AREAS IS TO BE FIRE RETARDANT TREATED
CDFFFCDGFICDGFIGFI+48" A.F.FD
DNGFIGFIGFI+72" A.F.F20' - 8"10' - 0"33' - 0"2' - 4"3' - 8"16' - 8"17' - 2"4' - 10 1/2"4' - 5"2' - 11 1/2"2' - 8"10' - 4"3' - 0 1/2"6' - 4 1/2"18' - 9 1/2"5' - 5"8' - 9 1/2"10' - 8"6' - 0"16' - 4"4' - 0"KITCHENC101DINING / LIVINGC105ENTRYC100BATHC103UTILITYC104CLOSETC106BEDROOMC102C102C104C103C100C1058' - 4"8' - 4"1" / 12"W111' - 8 1/2"2' - 0"E1E1E1E1P1P3P1P1P3P1E11A3.1cA4.1c2A4.2c6451PORCHC107ACCESSIBLE RAMP WITH RAILINGS ONLY IN TYPE A UNITC1061' - 0"14' - 8"1' - 0"16' - 8"111GENERAL NOTES1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL PREVAIL.2. ALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF MASONRY UNLESS NOTED OTHERWISE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ARCHITECT OF ANY CONFLICTS.3. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL LAYOUT INFORMATION.4. PARTITION TYPE 'P1' ARE TYPICAL THROUGHOUT PROJECT. REFER TO PLANS FOR LOCATIONS OF OTHER PARTITION TYPES.5. CONTRACTOR TO PROVIDE FEC'S AS SHOWN.MECHANICAL NOTES:1. SMOKE DETECTORS TO BE INSTALLED ACCORDING TO CODE.2. WATER HEATER TO BE INSTALLED IN MECHANICAL CLOSET. PLACE IN DRAIN PAN, DRAIN TO HUB DRAIN. 3. RANGE HOOD, DRYER VENTS AND BATHROOM FANS TO BE VENTED TO SOFFITS.4. SEAL ALL PLUMBING, ELEC., DUCT AND CABLE AND OTHER PENETRATIONS. 5. FOUNDATION TO BE A 4" RAISED CONCRETE SLAB. 6. INTERIOR FINISH: ALL FLOORS TO BE LVT 7. INTERIOR FINISH: ALL GWB WALLS TO BE PAINTED AS FOLLOWS: • WALLS - EGG SHELL (COLOR TO BE SELECTED BY ARCHITECT)• CEILING - FLAT CEILING WHITE• WALLS & CEILINGS IN BATHROOMS TO BE SEMI-GLOSS ELECTRICAL NOTES:1. USE OF THE CONDUIT SYSTEM FOR EQUIPMENT GROUNDING SHALL NOT BE ACCEPTABLE. IN EACH SEPARATE CONDUIT, GREEN GROUND WIRE SHALL BE RUN WITH CIRCUIT CONDUCTORS 2. ELECTRICIAN TO WIRE AS NECESSARY FOR THE CODE COMPLIANT INSTALLATION OF SMOKE DETECTORS. 3. ELECTRICAL SHALL PULL LINES FOR CABLE AND TVMECHANICAL:1 1/2 TON UNIT, CARRIER FlE OR EQUAL, SPLIT SYSTEM HEAT PUMP, SEER 14, 8.2 HSPS, MOUNTED IN WALL ELECTRICAL:EACH HOUSE SHALL HAVE A 125 AMP PANEL DUPLEX OUTLETS: IN LIVING ROOMS & BEDROOMS, WIRE TOP PLUG TO LIGHT SWITCHPLUMBING:EACH HOUSE SHALL HAVE A 40 GALLON LOW BOY WATER HEATERXPARTITION/ASSEMBLY TYPE - SEE SHEET G4.0AIR HANDLING UNITWATER HEATERFLOOR PLAN KEYNOTEELECTRICAL PLAN KEYNOTEDUPLEX RECEPTACLE, 20 AMP (15 AMP RESIDENTIAL, UON), 120 VOLT, 18" A.F.F. TO CENTER UNLESS OTHERWISE NOTED."GFI"INDICATES GROUND FAULT CIRCUIT INTERRUPTER TYPE.208V RECEPTACLESINGLE POLE SWITCH, 20A, 120/277 VOLT, 48" A.F.F. TO CENTER.- "3" INDICATES 3-WAY SWITCH.- "4" INDICATES 4-WAY SWITCH.- "F" INDICATES FAN SWITCH- "D" INDICATES DIMMER SWITCH OF TYPE TO SUIT LOAD.CABLE TV OUTLET, 18" A.F.F. TO CENTER, UNLESS OTHERWISE NOTED.TELEPHONE OUTLET, 18" A.F.F. TO CENTER OR ALIGN MOUNTING HEIGHT WITH ADJACENT DEVICE, UNLESS OTHERWISE NOTED.DATA OUTLET, 18" A.F.F. TO CENTER OR ALIGN MOUNTING HEIGHT WITH ADJACENT DEVICE, UNLESS OTHERWISE NOTED. 1(2) 12" DEEP VINYL-COATED WIRE SHELVING SYSTEM WITH INTEGRAL CLOTHES HANGER AT ALL TYPE 'A' UNIT CLOSETS UNLESS NOTED OTHERWISE -TOP OF SHELVING AT 42" AND 72" AFF10":12"10":12"10":12"10":12"FIXTURE KEYNOTEPROGRESS LIGHTING P300343-31M LEAGUE COLLECTION TREE-LIGHT WALL MOUNT LED VANITY FIXTURE WITH MATTE BLACK FINISHEXHAUST FANCEILING FAN WITH FLOUR LIGHT -RP LIGHTING -1071 LED ALDEA -4 BLADE, 52" SWEEP, PULL CHAIN WITH MATTE BLACK FINISHRECESSED LED FIXTURE -RP LIGHTING -8563 -6" LED REFLECTORWITH CLEAR FINISH WALL MOUNTED SCONCE LIGHT FIXTURE-PROGRESS LIGHTING 5" LED WALL MOUNT DOWNLIGHT P5674-31 CYLINDER WITH BLACK FINISH13" ROUND JUNO SLIMFORM LED SURFACE MOUNT DOWNLIGHT WITH WHITE FINISHWALL MOUNT LED LIGHT FIXTURE-13" ROUND JUNO SLIMFORM LED SURFACE MOUNT DOWNLIGHT WITH WHITE FINISHUNRATED GWB CEILING / SOFFIT PROGRESS LIGHTING P900003-031-27 LED 3 HEAD BLACK AC TRACK KIT WITH SUSPENSION KIT7" ROUND JUNO SLIMFORM LED SURFACE MOUNT DOWNLIGHT WITH WHITE FINISHKITCHENDINING / LIVINGENTRYBATHUTILITYCLOSETBEDROOM9'-0"TO OUTLETTO OUTLET4582T CH AP ELHILLNCCETIHCRADERETSIGER NORTHCAROLINARJ.ESITO.DLANOD,50404CHAP ELHILLNCNORTHCAROLINAAP,STCETIHCRARETSEIKESITNOITAROPROCLARUTCETIHCRADERETSIGERPRELIMINARY -NOT FOR CONSTRUCTIONThese drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:SheetSAWMILLVILLAGEBURNSVILLE, NC210103/24/2022A1.1cFLOOR PLAN- UNIT C - TYPE B&A1/4" = 1'-0"1FLOOR PLAN- UNIT C1/8" = 1'-0"3ROOF PLAN- UNIT C1/4" = 1'-0"2ELECTRICAL PLAN- UNIT C04' 8'16'02' 4' 8'02' 4' 8'0AREA : 546 SF1 NCFHA COMMENTS 09/01/2022
WINDOWS : ARGON FILLED, LOW-E COATEDWITH SOLAR FILM WITHOUT GRILLESU-FACTOR 0.29 MAX.SHGC 0.21 MAX.VISUAL TRANSMITTANCE 0.49 MIN.EXTERIOR DOORS : INSULATED, EXT. DOORS, MAX 45% GLAZING, MIN. U-FACTOR 0.35ELEVATION KEYNOTESPREFIN STANDING SEAM 26-GAUGE METAL ROOF AND FASCIA- SEE ROOF PLANEXTERIOR INSULATION AND FINISH SYSTEM (EIFS) WALL CLADDING OVER RIGID INSULATION BOARDSCHEDULED DOOR/FRAMECEMENTITIOUS LP SMART SIDING, 8" EXPOSURECEMENTITIOUS PANEL WITH CEMENTITIOUS TRIMSTRUCTURAL WOOD COLUMN/ BEAMRAMP AND GUARDRAIL W/ HANDRAIL SYSTEM , TYP AT TYPE A UNITSEXTERIOR LIGHT FIXTURE, SEE ELECTRICAL DRAWINGSCEMENTITIOUS LP SMART SIDING, 4" EXPOSURE123456789W1192515969532592738659752W1MARVIN ELEVATE CASEMENT 2 WIDEW2MARVIN ELEVATE CASEMENT PICTUREW3MARVIN ELEVATE CASEMENT RO: 5' - 5"RO: 2' - 9"WINDOW TYPESRO: 3' - 11 5/8"W5MARVIN ELEVATE CASEMENT 3 WIDERO: 3' - 11 1/8"RO: 3' - 11 3/8"RO: 2' - 1"RO: 8' - 1"RO: 2' - 11 5/8"RO: 2' - 9"W4MARVIN ELEVATE CASEMENT PICTUREHEAD HEIGHT7' - 0"HEAD HEIGHT7' - 0"HEAD HEIGHT6' - 0"4582T CH AP ELHILLNCCETIHCRADERETSIGER NORTHCAROLINARJ.ESITO.DLANOD,50404CHAP ELHILLNCNORTHCAROLINAAP,STCETIHCRARETSEIKESITNOITAROPROCLARUTCETIHCRADERETSIGERPRELIMINARY -NOT FOR CONSTRUCTIONThese drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:SheetSAWMILLVILLAGEBURNSVILLE, NC210103/24/2022A2.1cEXTERIOR ELEVATIONS - UNIT C2' 4' 8'02' 4' 8'02' 4' 8'02' 4' 8'01/4" = 1'-0"4UNIT C - EAST ELEVATION1/4" = 1'-0"1UNIT C - WEST ELEVATION1/4" = 1'-0"3UNIT C - NORTH ELEVATION1/4" = 1'-0"2UNIT C- SOUTH ELEVATION
LEVEL 10' - 0"TOP OF WALL -99' -1 1/8"1/2" GWB /2X6 WD STUDS (9'-0" PRE-CUT) @ 24" OC /R-20 (MIN) BATT INSULATION / 1/2" OSB/ WRB, TAPE SEAMS/LP SMART SIDINGBOTTOM PLATE = TREATED 2X6 SILL PLATE W/ SILL PLATE GASKET8" CMU FILLEDTYP FOOTING: SEE STRUCTURAL.26 GAUGE STANDING SEAM METAL PANELS / 1/2"OSB SHEATHING / 2X12 WD STUD/ R-25 (MIN) BATT INSULATION/ 1/2" GWB2" THICK R-10 RIGID SLAB INSULATION2" THICK R-10 RIGID PERIMETER UNDER SLAB INSULATION EXTEND DOWN TO FOOTINGSTONE BASEPVC COATED COIL WRAPPED FASCIA4" CONCRETE SLAB W. WELDED WIRE FABRIC (SEE STRUCTURAL)/ VAPOR BARRIER/ 4" GRAVEL BASE COURSE/ COMPACTED FILL10" 12"10" 12"R1E1E1EIFS-EXTERIOR INSULATION FINISHING SYSTEM EIFS-EXTERIOR INSULATION FINISHING SYSTEM 3' - 0"A3.1c2METAL TERMITE SHIELDPVC COATED COIL WRAPPED FASCIA1X10 WD4X1 WD BLOCK15/32" OSB ROOF SHEATHING W/ CLIPS26 GAUGE STANDING SEAM METAL ROOF ON SYNTHETIC ROOF UNDER-LAYMENTR-25 BATT INSUL4582T CH AP ELHILLNCCETIHCRADERETSIGER NORTHCAROLINARJ.ESITO.DLANOD,50404CHAP ELHILLNCNORTHCAROLINAAP,STCETIHCRARETSEIKESITNOITAROPROCLARUTCETIHCRADERETSIGERPRELIMINARY -NOT FOR CONSTRUCTIONThese drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:SheetSAWMILLVILLAGEBURNSVILLE, NC210103/24/2022A3.1cSECTION - UNIT C1' 2'4'8'01/2" = 1'-0"1UNIT C - BUILDING SECTION1 1/2" = 1'-0"2UNIT C - SECTION DETAIL - FASCIA
1' - 1"F2' - 4"3' - 0"2' - 0"3' - 0"F2' - 0"F1' - 3"3' - 0"2' - 0"2' - 10"1' - 6"3' - 0"KNEE SPACE2121212119352022CORRIDOR38311' - 9"1' - 3"13' - 0"1' - 6"2' - 10"2' - 0"F1' - 3"2' - 6"1' - 1"F2' - 4"2' - 6"2' - 9"2121203592' - 9"KNEE SPACE10212839191' - 9"1' - 3"2' - 6"2' - 6"2' - 3 7/8"2' - 6"2' - 6"1' - 6"3' - 0"2' - 0"F3' - 0"212121202027253539191' - 5 1/2"CORRIDOR3' - 0"1' - 6"3' - 0"3' - 0"2' - 0"3' - 0"2' - 4"F1' - 1"2' - 0"3' - 0"1' - 3"F2' - 0"2121212120313435221' - 6"1' - 6"14582T CH AP ELHILLNCCETIHCRADERETSIGER NORTHCAROLINARJ.ESITO.DLANOD,50404CHAP ELHILLNCNORTHCAROLINAAP,STCETIHCRARETSEIKESITNOITAROPROCLARUTCETIHCRADERETSIGERPRELIMINARY -NOT FOR CONSTRUCTIONThese drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:SheetSAWMILLVILLAGEBURNSVILLE, NC210103/24/2022A4.1cUNIT C- INTERIOR ELEVATIONSINTERIOR ELEVATION KEYNOTES1. WALL MOUNTED HAND HELD SHOWER SPRAYER - MIN 60" LONG2. SURFACE-MOUNTED STAINLESS STEEL TP DISPENSER3. DROP-IN CERAMIC SINK4. WALL MOUNTED SOAP DISH5. 24" BRUSHED NICKEL TOWEL BAR6. STAINLESS STEEL SHOWER CURTAIN ROD7. WALL MOUNTED SHOWER HEAD8. SHOWER CONTROLS9. FINISHED CABINET END10. SLIDE-IN RANGE/OVEN - FRONT CONTROLS AT TYPE A UNITS11. 30"x 60" PREFAB FIBERGLASS SHOWER BASE12. 36"X 60" PREFAB ROLL-IN SHOWER WITH GRAB BARS AND REMOVABLE SEAT13. CERAMIC TILE SHOWER/ BATHTUB SURROUND14. 36" STAINLESS STEEL GRAB BAR15. 42" STAINLESS STEEL GRAB BAR16. 18" STAINLESS STEEL GRAB BAR17. 24" STAINLESS STEEL GRAB BAR18. FOLD-UP SHOWER SEAT BY SHOWER/TUB MANUFACTURER19. 1 1/2" PLASTIC LAMINATE COUNTERTOP WITH 4" HIGH BACKSPLASH & SIDESPLASH20. 24" DEEP WOOD VENEER CABINET W/ CONCEALED HINGES & ADJUSTABLE SHELVES21. 12" DEEP WOOD VENEER WALL CABINETS W/ CONCEALED HINGES AND ADJUSTABLE SHELVES22. DROP-IN SS DOUBLE BOWL SINK, 5" DEEP; REAR DRAINING - TYP. AT TYPE A UNIT KITCHENS23. SCHEDULED WINDOW- SEE ELEVATION SHEET24. ENERGY STAR RATED REFRIGERATOR - TOP FREEZER25. ABOVE RANGE MICROWAVE OVEN WITH EXHAUST FAN AND LIGHT26. LIGHT FIXTURE - SEE ELECTRICAL DWGS.27. SLIDE-IN RANGE/OVEN WITH REAR CONTROLS (DROP-IN W/ FRONT CONTROLS AT HC UNITS)28. EXHAUST FAN AND LIGHT AT TYPE A UNITS29. 'D' SHAPED CABINET PULLS30. REMOVABLE HC-COMPLIANT PANEL TO MATCH CABINETRY & CONCEAL PIPES/TRAP31. ENERGY STAR RATED DISHWASHER - ADA COMPLIANT AT TYPE A UNTS32. WOOD BASE - PAINT33. 21" DEEP WOOD VENEER VANITY CABINETS WITH CONCEALEDHINGES AND DRAWERS34. ENERGY STAR RATED REFRIGERATOR - SIDE-BY-SIDE35. DUPLEX ELECTRICAL OUTLET - SEE ELECTRICAL DWGS36. 36" WIDE 42" HIGH MIRROR 37. SURFACE-MOUNTED STAINLESS STEEL TP DISPENSER38. REMOVABLE ADA-COMPLIANT ANGLED PANEL TO MATCH CABINETRY AND CONCEAL PIPES AND TRAP39. FRP SPLASH GUARD ANCHORED TO WALL40. 36"X 60" PREFAB FIBERGLASS SHOWER BASE41. BLOCKING FOR GRAB BAR INSTALATION1' 2'4'01' 2'4'01' 2'4'01' 2'4'01/2" = 1'-0"2UNIT C - KITCHEN ELEVATION- TYPE A1/2" = 1'-0"1UNIT C - KITCHEN ELEVATION- TYPE A1/2" = 1'-0"3UNIT C - KITCHEN ELEVATION- TYPE B1/2" = 1'-0"4UNIT C - KITCHEN ELEVATION- TYPE B1 NCFHA COMMENTS 09/01/2022
3' - 10"5321518616374181167' - 0"5' - 0"8"3' - 6"4"2' - 10"3' - 0"KNEE SPACE19369383261' - 10"3214151' - 9"3' - 0"15141337327' - 0"1163763' - 0"1' - 9"7' - 0"3' - 0"2' - 8"13440632374141111' - 6"1' - 9"2' - 10"4"3' - 6"8"1' - 0"3' - 0"1' - 0"26363331932374114' - 0"136744053284115' - 0"7' - 0"4582T CH AP ELHILLNCCETIHCRADERETSIGER NORTHCAROLINARJ.ESITO.DLANOD,50404CHAP ELHILLNCNORTHCAROLINAAP,STCETIHCRARETSEIKESITNOITAROPROCLARUTCETIHCRADERETSIGERPRELIMINARY -NOT FOR CONSTRUCTIONThese drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:SheetSAWMILLVILLAGEBURNSVILLE, NC210103/24/2022A4.2cUNIT C - INTERIOR ELEVATIONSINTERIOR ELEVATION KEYNOTES1. WALL MOUNTED HAND HELD SHOWER SPRAYER - MIN 60" LONG2. SURFACE-MOUNTED STAINLESS STEEL TP DISPENSER3. DROP-IN CERAMIC SINK4. WALL MOUNTED SOAP DISH5. 24" BRUSHED NICKEL TOWEL BAR6. STAINLESS STEEL SHOWER CURTAIN ROD7. WALL MOUNTED SHOWER HEAD8. SHOWER CONTROLS9. FINISHED CABINET END10. SLIDE-IN RANGE/OVEN - FRONT CONTROLS AT TYPE A UNITS11. 30"x 60" PREFAB FIBERGLASS SHOWER BASE12. 36"X 60" PREFAB ROLL-IN SHOWER WITH GRAB BARS AND REMOVABLE SEAT13. CERAMIC TILE SHOWER/ BATHTUB SURROUND14. 36" STAINLESS STEEL GRAB BAR15. 42" STAINLESS STEEL GRAB BAR16. 18" STAINLESS STEEL GRAB BAR17. 24" STAINLESS STEEL GRAB BAR18. FOLD-UP SHOWER SEAT BY SHOWER/TUB MANUFACTURER19. 1 1/2" PLASTIC LAMINATE COUNTERTOP WITH 4" HIGH BACKSPLASH & SIDESPLASH20. 24" DEEP WOOD VENEER CABINET W/ CONCEALED HINGES & ADJUSTABLE SHELVES21. 12" DEEP WOOD VENEER WALL CABINETS W/ CONCEALED HINGES AND ADJUSTABLE SHELVES22. DROP-IN SS DOUBLE BOWL SINK, 5" DEEP; REAR DRAINING - TYP. AT TYPE A UNIT KITCHENS23. SCHEDULED WINDOW- SEE ELEVATION SHEET24. ENERGY STAR RATED REFRIGERATOR - TOP FREEZER25. ABOVE RANGE MICROWAVE OVEN WITH EXHAUST FAN AND LIGHT26. LIGHT FIXTURE - SEE ELECTRICAL DWGS.27. SLIDE-IN RANGE/OVEN WITH REAR CONTROLS (DROP-IN W/ FRONT CONTROLS AT HC UNITS)28. EXHAUST FAN AND LIGHT AT TYPE A UNITS29. 'D' SHAPED CABINET PULLS30. REMOVABLE HC-COMPLIANT PANEL TO MATCH CABINETRY & CONCEAL PIPES/TRAP31. ENERGY STAR RATED DISHWASHER - ADA COMPLIANT AT TYPE A UNTS32. WOOD BASE - PAINT33. 21" DEEP WOOD VENEER VANITY CABINETS WITH CONCEALEDHINGES AND DRAWERS34. ENERGY STAR RATED REFRIGERATOR - SIDE-BY-SIDE35. DUPLEX ELECTRICAL OUTLET - SEE ELECTRICAL DWGS36. 36" WIDE 42" HIGH MIRROR 37. SURFACE-MOUNTED STAINLESS STEEL TP DISPENSER38. REMOVABLE ADA-COMPLIANT ANGLED PANEL TO MATCH CABINETRY AND CONCEAL PIPES AND TRAP39. FRP SPLASH GUARD ANCHORED TO WALL40. 36"X 60" PREFAB FIBERGLASS SHOWER BASE41. BLOCKING FOR GRAB BAR INSTALATION1' 2'4'01' 2'4'01' 2'4'01' 2'4'01' 2'4'01/2" = 1'-0"4UNIT C - BATH ELEVATION - TYPE A1/2" = 1'-0"5UNIT C - BATH ELEVATION - TYPE A1/2" = 1'-0"6UNIT C - BATH ELEVATION - TYPE A1' 2'4'01/2" = 1'-0"3UNIT C - BATH ELEVATION 3 - TYPE B1/2" = 1'-0"2UNIT C - BATH ELEVATION 3 - TYPE B1/2" = 1'-0"1UNIT C - BATH ELEVATION - TYPE B1 NCFHA COMMENTS 09/01/20221
F2WD FRAME DOUBLE DOORNote: All frame face widths to be 2 inches unless otherwise noted.SEE SCHEDSEE SCHEDULEF1WD FRAME W/PTD WD CASING EACH SIDESEE SCHEDULESEE SCHEDULEF3WD FRAME W/ GLASS SIDE LITE 1X1 PTD WD BACKBANDSEE SCHEDULESEE SCHEDULE1' -2" WIDED12-PANEL,SOLID CORE MOLDED6"6"10"6"SEE SCHED6"D3MARVIN 3 PANEL SLIDING FRENCH DOORD2SOLID CORE, FLUSHSEE SCHEDSEE SCHEDSEE SCHED7' - 0"11' - 11 1/2"1. ANY SPACE OR SURFACE NOT SPECIFICALLY ADDRESSED ON THE SCHEDULE IS TO BE COORDINATED WITH ARCHITECT PRIOR TO STARTING FINISHES IN THAT AREA. ASSUME THAT ALL EXISTING SURFACES (TO REMAIN) ARE TO BE PRIMED AND PAINTED AS PART OF NEW WORK.2. REFER TO INTERIOR ELEVATIONS AND DETAILS FOR MATERIALS AND FINISHES AT MILLWORK AND OTHER BUILT-IN ITEMS.3. WHERE FLOOR FINISHES EXTEND FROM ONE ROOM TO ANOTHER, PATTERN AND DIRECTION TO BE CONTINUOUS ACROSS THRESHOLD.4. ALL INTERIOR WOOD TRIM, CASINGS, STOOLS, AND SKIRTS TO BE PAINTED, UNLESS NOTED OTHERWISE. 5. MOLD/MOISTURE RESISTANT GYP BOARD TO BE INSTALLED AT ALL BATHROOMS, LAUNDRY ROOMS, AND MECHANICAL/UTILITY CLOSETS, LINEN CLOSETS, AND BEHIND THE SINK BASE CABINETS IN THE KITCHENS, TYPICAL, AND WHERE NOTED ON SCHEDULE.6. MAXIMUM REDUCER OR THRESHOLD HEIGHT AT ANY TRANSITION NOT TO EXCEED 1/2"7. ALL CEILINGS TO HAVE A SMOOTH FINISH.8. AT ALL AREAS TO RECEIVE LVT, INSTALL WOOD BASE.9. ALL FINISHES TO BE REVIEWED AND APPROVED PER 2018 NCBC SECTION 803.1.CONC -CONCRETE, EXPOSED & SEALEDCPT -CARPETGWB -GYPSUM WALL BOARD, PAINTEDLVT -LUXURY VINYL TILE PLANKSM-GWB -MOLD/MOISTURE RESISTANT GWB, PTD W/ SEMI-GLOSS FINISHOPEN -OPEN TO ABOVE/BEYONDPNT -PAINT(ED)RB -RUBBER BASE (4" COVE)VCT -VINYL COMPOSITION TILEWD -WOOD, PAINTEDWD-D -WOOD DECKING (PRESSURE TREATED)VSI -VINYL SIDINGVSO -VINYL SOFFITSTL -STEELFINISH SCHEDULE NOTES13. ALL INTERIOR FINISHES TO MEET TABLE 803.11 OF THE 2018 NCBC AND CHAPTER 8 OF THE NC FIRE CODE. PER TABLE 803.11:GROUP A - ROOMS AND ENCLOSED SPACES: CLASS C; CLASS II FOR FLOOR FINISHESGROUP B - ROOMS, ENCLOSED SPACES AND CORRIDORS: CLASS C; CLASS II FOR FLOOR FINISHESGROUP R-2 - ROOMS, ENCLOSED SPACES AND CORRIDORS: CLASS C; CLASS II FOR FLOOR FINISHESREFER TO PROJECT SPECS FOR ADD'L INFORMATION PERTAINING TO SPECIFIC PRODUCTS/MATERIALS.14. GC TO COORDINATE IN-WALL BLOCKING REQUIREMENTS WITH MILLWORK CONTRACTOR AND OTHER TRADES.15. CONTRACTOR TO PROVIDE ALL NECESSARY MATERIALS FOR A FINISHED INSTALLATION. MATERIALS INCLUDE (BUT ARE NOT LIMITED TO) FLOOR FINISH MATERIAL, SETTING MATERIALS & ADHESIVES, UNDERLAYMENT, REDUCER STRIPS, THRESHOLDS, EDGE STRIPS, AND EXPANSION JOINTS.16. FINAL LAYOUTS AND STARTING POINTS OF PATTERNS ARE TO BE VERIFIED WITH ARCHITECT PRIOR TO INSTALLATION. FLOORING MATERIAL SUPPLIER TO PROVIDE MATERIAL AND SEAMING LAYOUT DRAWING FOR APPROVAL PRIOR TO INSTALLATION.17. SEAMS, THRESHOLDS, AND FLOORING TRANSITIONS TO BE CENTERED ON DOORS, TYPICAL (UNO)18. FLOOR FINISHES ARE TO EXTEND BELOW OPEN COUNTERS, INTO KNEE SPACES AND APPLIANCE SPACES, AND INTO ANY ADDITIONAL SPACES THAT WILL BE VISIBLE AFTER INSTALLATION.19. SETTING MATERIALS AND ADHESIVES TO BE LOW-VOC. APPLICABLE PRODUCT DATA AND MSDS's ARE TO BE SUBMITTED BY SUPPLIERS/INSTALLERS FOR VERIFICATION.20. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION.21. SEE SPECIFICATIONS FOR MATERIAL INFORMATION.4582T CH AP ELHILLNCCETIHCRADERETSIGER NORTHCAROLINARJ.ESITO.DLANOD,50404CHAP ELHILLNCNORTHCAROLINAAP,STCETIHCRARETSEIKESITNOITAROPROCLARUTCETIHCRADERETSIGERPRELIMINARY -NOT FOR CONSTRUCTIONThese drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:SheetSAWMILLVILLAGEBURNSVILLE, NC210103/24/2022A5.1cUNIT C- DOOR & FRAMESCHEDULE & ROOM FINISHSCHEDULEDOOR FRAME TYPESUNIT C - DOOR SCHEDULERevision#DOORROOMDOOR FRAME SMOKECONTROL/FIRERATINGSTC HARDWARE COMMENTSNO.SIZETYPE MATERIAL FINISH GLAZING TYPE MATERIAL FINISHDETAILWD HGT THK JAMB HEAD SILLC100 ENTRY 3' - 0" 7' - 0" 1 3/4" D2 STL F3 STLINSULATED DOORC102 BEDROOM 3' - 0" 7' - 0" 1 3/8" D1 SCM F1 WDC103 BATH 3' - 0" 7' - 0" 1 3/8" D1 SCM F1 WDC104 UTILITY 3' - 0" 7' - 0" 1 3/8" D1 SCM F1 WDC105 DINING / LIVING 11' - 11 1/2" 7' - 0" 1 3/8" D3 STL - STLMARVIN 3 PANEL SLIDING FRENCH DOORC106 CLOSET 5' - 0" 7' - 0" 1 3/8" D1 SCM F2 WDUNIT C FINISH SCHEDULENUMBER ROOM NAME FLOOR BASEWALLCLG.REMARKSEAST NORTH SOUTH WESTC100 ENTRY LVT WD GWB GWB GWB GWB GWBC101 KITCHEN LVT WD GWB GWB GWB GWB GWB PROVIDE M-GWB BEHIND THE SINK BASE CABINETC102 BEDROOM LVT WD GWB GWB GWB GWB GWBC103 BATH LVT WD M-GWB M-GWB M-GWB M-GWB M-GWBC104 UTILITY LVT WD M-GWB M-GWB M-GWB M-GWB M-GWBC105 DINING / LIVING LVT WD GWB GWB GWB GWB GWBC106 CLOSET LVT WD GWB GWB GWB GWB GWB PROVIDE SHELF & HANGER RODC107 PORCH CONC - OPEN VSI OPEN OPEN VSODOOR & FRAME NOTES1. ALL GLAZING IN EXTERIOR DOORS SHALL BE TEMPERED. DOUBLE PANE INSULATED GLASS TO MEET ENERGY CODE AND ENERGY STAR REQUIREMENTS FOR U-VALUE AND SHGC.2. DOOR MANUFACTURER SHALL VERIFY THAT ALL EXIT DOORS MEET ALL CODES FOR EGRESS.3. PROVIDE ALL NECESSARY INTERIOR AND EXTERIOR TRIM, CASINGS, BRICK MOULDS, ETC. AS REQUIRED FOR PROPER INSTALLATION OF DOORS.4. PROVIDE PROPER FLASHING AROUND ALL EXTERIOR DOORS. HOUSEWRAP/WRP MATERIAL SHALL NOT BE AN ACCEPTABLE FLASHING MATERIAL.5. ALL DOORS TO HAVE A MINIMUM OF 1'-6" FROM THE LATCH JAMB TO THE ADJACENT WALL ON THE PULL SIDE FOR ACCESSIBILITY.6. DOORS WITH CLOSERS SHALL HAVE A MINIMUM RETURN OF 1'-0" FROM THE LATCH JAMB TO THE ADJACENT WALL ON THE PUSH SIDE FOR ACCESSIBILITY. 7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ARCHITECT OF ANY CONFLICTS.DOOR TYPESDOOR HARDWARE NOTESABBREVIATIONSHCM -HOLLOW CORE MOLDEDSCWD -SOLID CORE WOODTMP -TEMPEREDWD -WOODPTD -PAINTEDPRE -PREFINISHEDALUM -ALUMINUMFG -FIBERGLASSHM -HOLLOW METALMAG -MAGNETIC HOLD OPENRPWD -ROT-PROOF WOODSCM -SOLID CORE MOLDED1. REFER TO FLOOR PLANS FOR DOOR HANDING, TYPICAL.2. MAXIMUM THRESHOLD HEIGHT NOT TO EXCEED 1/2".3. DOOR LEVERS AT MECHANICAL/ELECTRICAL CLOSETS (PUBLIC SPACES) TO HAVE INTEGRAL KNURLED FINISH PER ADA REQUIREMENTS.4. ALL DOOR HARDWARE TO MEET APPLICABLE CODES AND TO BE COORDINATED WITH PARTITION RATINGS AND EGRESS REQUIREMENTS.5. HARDWARE SUPPLIER TO PROVIDE ALL NECESSARY HARDWARE AND TRIM FOR COMPLETE, PROPERLY FUNCTIONING DOORS.6. ALL DOOR HARDWARE AND KEYING REQUIREMENTS TO BE COORDINATED WITH OWNER PRIOR TO PREPARATION OF SUBMITTALS.7. HARDWARE SETS ARE SHOWN FOR REFERENCE AND SERVE AS BASIS OF DESIGN. DOOR HARDWARE SUPPLIER TO HAVE MEETING WITH OWNER AND ARCHITECT TO REVIEW HARDWARE AND SECURITY REQUIREMENTS. HARDWARE SCHEDULE AND CUT SHEETS TO BE SUBMITTED FOR REVIEW AND APPROVAL. SUBMITTAL(S) TO UTILIZE SAME DOOR AND HARDWARE DESIGNATIONS AS SHOWN ON SCHEDULES.DOOR HARDWARE QUALITY & FINISH:1. QUALITY LEVEL: GRADE 2 STANDARD DUTY.2. LOCKSETS AND LATCHSETS: CYLINDER TYPE, HAGER 3400 SERIES OR APPROVED EQUAL.3. LOCK CYLINDERS: INTEGRAL TYPE.4. LEVER TRIM SET: ADA LEVER-TYPE, "AUGUST" BY HAGER OR APPROVED EQUAL. PROVIDE INTEGRAL KNURLING WHERE REQUIRED.5. KEYING: OWNER'S REQUIREMENTS FOR KEYING AND CONTROL SYSTEMS.6. HINGES AND BUTTS: FULL-MORTISE TYPE, COMMERCIAL GRADE (SPRING HINGES WHERE INDICATED)7. CLOSERS AND DOOR CONTROL: HIGH FREQUENCY BARRIER-FREE TYPE.8. HARDWARE FINISHES: SATIN CHROME PLATED, ANSI/BHMA 626 (US32D).AUXILIARY MATERIALS:1. DOOR TRIM KITS: RELATED TRIM2. ASTRAGALS3. OVERHEAD STOPS4. SOUNDSTRIPPING/GASKETING5. WEATHERSTRIPPING6. PROTECTION PLATES7. FLOOR BUMPERS (HALF DOME) AND WALL BUMPERS8. SILENCERSDOOR HARDWARE SETARCHITECT WILL COORDINATE WITH GC & OWNER TO DEVELOP HARDWARE SET
CD3DCF
GFIDCFFDC+48" A.F.F+72" A.F.FGFIGFI3BEDROOMF101CLOSETF104CLOSETF103BEDROOMF102ENTRYF106BATHF105LIVING / DININGF107KITCHENF108COATF109UTILITYF11010' - 3"2' - 4 1/2"9' - 1 1/2"1' - 1"18' - 0"5' - 7 1/2"2' - 9"8' - 7 1/2"13' - 0"2' - 6"4' - 7"5' - 5 1/2"4' - 2 1/2"1' - 6 1/2"4' - 10 1/2"5' - 1"13' - 11"22' - 8"19' - 0"17' - 0"19' - 0"17' - 0"11' - 0"6' - 4"111F104F101F109F106F103F110F10512' - 11 1/2"2' - 9"5' - 3 1/2"7' - 1"11"11' - 6"4' - 7"5' - 5"9' - 0"4' - 8"21' - 0"8' - 0"2' - 4"13' - 10 1/2"5' - 5"3' - 4 1/2"9' - 8"7' - 4"12' - 3"5' - 5"1' - 4"W3W1W1W1W3E1E1E1E1E1E1E1P1P1P1P2P3P2P1P1ALIGNF1071A3.1fA4.1f1A4.1f32PORCHF111PORCHF112114":12"4":12"GENERAL NOTES1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL PREVAIL.2. ALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF MASONRY UNLESS NOTED OTHERWISE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ARCHITECT OF ANY CONFLICTS.3. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL LAYOUT INFORMATION.4. PARTITION TYPE 'P1' ARE TYPICAL THROUGHOUT PROJECT. REFER TO PLANS FOR LOCATIONS OF OTHER PARTITION TYPES.5. CONTRACTOR TO PROVIDE FEC'S AS SHOWN.MECHANICAL NOTES:1. SMOKE DETECTORS TO BE INSTALLED ACCORDING TO CODE.2. WATER HEATER TO BE INSTALLED IN MECHANICAL CLOSET. PLACE IN DRAIN PAN, DRAIN TO HUB DRAIN. 3. RANGE HOOD, DRYER VENTS AND BATHROOM FANS TO BE VENTED TO SOFFITS.4. SEAL ALL PLUMBING, ELEC., DUCT AND CABLE AND OTHER PENETRATIONS. 5. FOUNDATION TO BE A 4" RAISED CONCRETE SLAB. 6. INTERIOR FINISH: ALL FLOORS TO BE LVT 7. INTERIOR FINISH: ALL GWB WALLS TO BE PAINTED AS FOLLOWS: • WALLS - EGG SHELL (COLOR TO BE SELECTED BY ARCHITECT)• CEILING - FLAT CEILING WHITE• WALLS & CEILINGS IN BATHROOMS TO BE SEMI-GLOSS ELECTRICAL NOTES:1. USE OF THE CONDUIT SYSTEM FOR EQUIPMENT GROUNDING SHALL NOT BE ACCEPTABLE. IN EACH SEPARATE CONDUIT, GREEN GROUND WIRE SHALL BE RUN WITH CIRCUIT CONDUCTORS 2. ELECTRICIAN TO WIRE AS NECESSARY FOR THE CODE COMPLIANT INSTALLATION OF SMOKE DETECTORS. 3. ELECTRICAL SHALL PULL LINES FOR CABLE AND TVMECHANICAL:1 1/2 TON UNIT, CARRIER FlE OR EQUAL, SPLIT SYSTEM HEAT PUMP, SEER 14, 8.2 HSPS, MOUNTED IN WALL ELECTRICAL:EACH HOUSE SHALL HAVE A 125 AMP PANEL DUPLEX OUTLETS: IN LIVING ROOMS & BEDROOMS, WIRE TOP PLUG TO LIGHT SWITCHPLUMBING:EACH HOUSE SHALL HAVE A 40 GALLON LOW BOY WATER HEATERXPARTITION/ASSEMBLY TYPE - SEE SHEET G4.0AIR HANDLING UNITWATER HEATERFLOOR PLAN KEYNOTEELECTRICAL PLAN KEYNOTEDUPLEX RECEPTACLE, 20 AMP (15 AMP RESIDENTIAL, UON), 120 VOLT, 18" A.F.F. TO CENTER UNLESS OTHERWISE NOTED."GFI"INDICATES GROUND FAULT CIRCUIT INTERRUPTER TYPE.208V RECEPTACLESINGLE POLE SWITCH, 20A, 120/277 VOLT, 48" A.F.F. TO CENTER.- "3" INDICATES 3-WAY SWITCH.- "4" INDICATES 4-WAY SWITCH.- "F" INDICATES FAN SWITCH- "D" INDICATES DIMMER SWITCH OF TYPE TO SUIT LOAD.CABLE TV OUTLET, 18" A.F.F. TO CENTER, UNLESS OTHERWISE NOTED.TELEPHONE OUTLET, 18" A.F.F. TO CENTER OR ALIGN MOUNTING HEIGHT WITH ADJACENT DEVICE, UNLESS OTHERWISE NOTED.DATA OUTLET, 18" A.F.F. TO CENTER OR ALIGN MOUNTING HEIGHT WITH ADJACENT DEVICE, UNLESS OTHERWISE NOTED. 1(2) 12" DEEP VINYL-COATED WIRE SHELVING SYSTEM WITH INTEGRAL CLOTHES HANGER AT ALL TYPE 'A' UNIT CLOSETS UNLESS NOTED OTHERWISE -TOP OF SHELVING AT 42" AND 72" AFFBEDROOMCLOSETCLOSETBEDROOMENTRYBATHLIVING / DININGKITCHENCOATF8'-0"TO OUTLETTO OUTLETTO OUTLET1FIXTURE KEYNOTEPROGRESS LIGHTING P300343-31M LEAGUE COLLECTION TREE-LIGHT WALL MOUNT LED VANITY FIXTURE WITH MATTE BLACK FINISHEXHAUST FANCEILING FAN WITH FLOUR LIGHT -RP LIGHTING -1071 LED ALDEA -4 BLADE, 52" SWEEP, PULL CHAIN WITH MATTE BLACK FINISHRECESSED LED FIXTURE -RP LIGHTING -8563 -6" LED REFLECTORWITH CLEAR FINISH WALL MOUNTED SCONCE LIGHT FIXTURE-PROGRESS LIGHTING 5" LED WALL MOUNT DOWNLIGHT P5674-31 CYLINDER WITH BLACK FINISH13" ROUND JUNO SLIMFORM LED SURFACE MOUNT DOWNLIGHT WITH WHITE FINISHWALL MOUNT LED LIGHT FIXTURE-13" ROUND JUNO SLIMFORM LED SURFACE MOUNT DOWNLIGHT WITH WHITE FINISHUNRATED GWB CEILING / SOFFIT PROGRESS LIGHTING P900003-031-27 LED 3 HEAD BLACK AC TRACK KIT WITH SUSPENSION KIT7" ROUND JUNO SLIMFORM LED SURFACE MOUNT DOWNLIGHT WITH WHITE FINISH4582T CH AP ELHILLNCCETIHCRADERETSIGER NORTHCAROLINARJ.ESITO.DLANOD,50404CHAP ELHILLNCNORTHCAROLINAAP,STCETIHCRARETSEIKESITNOITAROPROCLARUTCETIHCRADERETSIGERPRELIMINARY -NOT FOR CONSTRUCTIONThese drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:SheetSAWMILLVILLAGEBURNSVILLE, NC210103/24/2022A1.1fFLOOR PLAN - UNIT F1/4" = 1'-0"1FlOOR PLAN - UNIT F2' 4' 8'01/8" = 1'-0"3ROOF PLAN- UNIT F1/4" = 1'-0"2ELECTRICAL PLAN - UNIT F04' 8' 16'02' 4' 8'0AREA : 704 SF1 NCFHA COMMENTS 09/01/2022
WINDOWS : ARGON FILLED, LOW-E COATEDWITH SOLAR FILM WITHOUT GRILLESU-FACTOR 0.29 MAX.SHGC 0.21 MAX.VISUAL TRANSMITTANCE 0.49 MIN.EXTERIOR DOORS : INSULATED, EXT. DOORS, MAX 45% GLAZING, MIN. U-FACTOR 0.35ELEVATION KEYNOTESPREFIN STANDING SEAM 26-GAUGE METAL ROOF AND FASCIA- SEE ROOF PLANEXTERIOR INSULATION AND FINISH SYSTEM (EIFS) WALL CLADDING OVER RIGID INSULATION BOARDSCHEDULED DOOR/FRAMECEMENTITIOUS LP SMART SIDING, 8" EXPOSURECEMENTITIOUS PANEL WITH CEMENTITIOUS TRIMSTRUCTURAL WOOD COLUMN/ BEAMRAMP AND GUARDRAIL W/ HANDRAIL SYSTEM , TYP AT TYPE A UNITSEXTERIOR LIGHT FIXTURE, SEE ELECTRICAL DRAWINGSCEMENTITIOUS LP SMART SIDING, 4" EXPOSURE123456789W3W14255464W368152443W1614245W3W164554318W1MARVIN ELEVATE CASEMENT 2 WIDEW2MARVIN ELEVATE CASEMENT PICTUREW3MARVIN ELEVATE CASEMENT RO: 5' - 5"RO: 2' - 9"WINDOW TYPESRO: 3' - 11 5/8"W5MARVIN ELEVATE CASEMENT 3 WIDERO: 3' - 11 1/8"RO: 3' - 11 3/8"RO: 2' - 1"RO: 8' - 1"RO: 2' - 11 5/8"RO: 2' - 9"W4MARVIN ELEVATE CASEMENT PICTUREHEAD HEIGHT7' - 0"HEAD HEIGHT7' - 0"HEAD HEIGHT6' - 0"4582T CH AP ELHILLNCCETIHCRADERETSIGER NORTHCAROLINARJ.ESITO.DLANOD,50404CHAP ELHILLNCNORTHCAROLINAAP,STCETIHCRARETSEIKESITNOITAROPROCLARUTCETIHCRADERETSIGERPRELIMINARY -NOT FOR CONSTRUCTIONThese drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:SheetSAWMILLVILLAGEBURNSVILLE, NC210103/24/2022A2.1fEXTERIOR ELEVATIONS - UNIT F2' 4' 8' 16'02' 4' 8' 16'02' 4' 8' 16'02' 4' 8' 16'01/4" = 1'-0"3UNIT F - NORTH ELEVATION1/4" = 1'-0"4UNIT F - EAST ELEVATION1/4" = 1'-0"2UNIT F - WEST ELEVATION1/4" = 1'-0"1UNIT F - SOUTH ELEVATION
LEVEL 10' - 0"TOP OF WALL8' -1 1/8"3' - 0"1/2" GWB /2X6 WD STUDS @ 24" OC(8'-0" PRE-CUT) /R-20 (MIN) BATT INSULATION / 1/2" OSB/ WRB, TAPE SEAMS/LP SMART SIDINGBOTTOM PLATE = TREATED 2X6 SILL PLATE W/ SILL PLATE GASKET8" CMU FILLED -TYP 1 1/2"SET BACK FROM THE FACE OF THE STUDTYP FOOTING: SEE STRUCTURAL26 GAUGE STANDING SEAM METAL PANELS / 1/2"OSB SHEATING / 2X12 WD STUD/ R-25 (MIN) BATT INSULATION/ 1/2" GWB2" THICK R-10 RIGID SLAB INSULATION2" THICK R-10 RIGID PEREMETER UNDER SLAB INSULATION EXTEND DOWN TO FOOTINGSTONE BASEPVC COATED COIL WRAPPED FACIAEIFS-EXTERIOR INSULATION FINISHING SYSTEM DROPPED CIELING WITH WOOD FRAME4" 12"4" 12"A3.1f2METAL TERMITE SHIELDPVC COATED COIL WRAPPED FACIA1X10 WD4X1 WD BLOCK15/32" OSB ROOF SHEATHING W/ CLIPS26 GAUGE STANDING SEAM METAL ROOF ON SYNTHETIC ROOF UNDER-LAYMENTR-25 BATT INSUL4582T CH AP ELHILLNCCETIHCRADERETSIGER NORTHCAROLINARJ.ESITO.DLANOD,50404CHAP ELHILLNCNORTHCAROLINAAP,STCETIHCRARETSEIKESITNOITAROPROCLARUTCETIHCRADERETSIGERPRELIMINARY -NOT FOR CONSTRUCTIONThese drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:SheetSAWMILLVILLAGEBURNSVILLE, NC210103/24/2022A3.1fSECTION - UNIT F1/2" = 1'-0"1UNIT F - BUILDING SECTION1' 2'4'8'01 1/2" = 1'-0"2UNIT F - SECTION DETAIL - FASCIA
7' - 0"2' - 6"8"3' - 6"4"2' - 10"3' - 0"13768411323723363192641411CORRIDOR3' - 0"1' - 6"3' - 0"212221213127223526252121201932391' - 6"1' - 6"1' - 6"20F1' - 0"3' - 0"2' - 0"2' - 6"3' - 0"1' - 3"1' - 3"3' - 0"2' - 6"2' - 0"3' - 0"1' - 0"F15' - 0"7' - 0"11328764134114582T CH AP ELHILLNCCETIHCRADERETSIGER NORTHCAROLINARJ.ESITO.DLANOD,50404CHAP ELHILLNCNORTHCAROLINAAP,STCETIHCRARETSEIKESITNOITAROPROCLARUTCETIHCRADERETSIGERPRELIMINARY -NOT FOR CONSTRUCTIONThese drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:SheetSAWMILLVILLAGEBURNSVILLE, NC210103/24/2022A4.1fUNIT F- INTERIOR ELEVATIONSINTERIOR ELEVATION KEYNOTES1. WALL MOUNTED HAND HELD SHOWER SPRAYER - MIN 60" LONG2. SURFACE-MOUNTED STAINLESS STEEL TP DISPENSER3. DROP-IN CERAMIC SINK4. WALL MOUNTED SOAP DISH5. 24" BRUSHED NICKEL TOWEL BAR6. STAINLESS STEEL SHOWER CURTAIN ROD7. WALL MOUNTED SHOWER HEAD8. SHOWER CONTROLS9. FINISHED CABINET END10. SLIDE-IN RANGE/OVEN - FRONT CONTROLS AT TYPE A UNITS11. 30"x 60" PREFAB FIBERGLASS SHOWER BASE12. 36"X 60" PREFAB ROLL-IN SHOWER WITH GRAB BARS AND REMOVABLE SEAT13. CERAMIC TILE SHOWER/ BATHTUB SURROUND14. 36" STAINLESS STEEL GRAB BAR15. 42" STAINLESS STEEL GRAB BAR16. 18" STAINLESS STEEL GRAB BAR17. 24" STAINLESS STEEL GRAB BAR18. FOLD-UP SHOWER SEAT BY SHOWER/TUB MANUFACTURER19. 1 1/2" PLASTIC LAMINATE COUNTERTOP WITH 4" HIGH BACKSPLASH & SIDESPLASH20. 24" DEEP WOOD VENEER CABINET W/ CONCEALED HINGES & ADJUSTABLE SHELVES21. 12" DEEP WOOD VENEER WALL CABINETS W/ CONCEALED HINGES AND ADJUSTABLE SHELVES22. DROP-IN SS DOUBLE BOWL SINK, 5" DEEP; REAR DRAINING - TYP. AT TYPE A UNIT KITCHENS23. SCHEDULED WINDOW- SEE ELEVATION SHEET24. ENERGY STAR RATED REFRIGERATOR - TOP FREEZER25. ABOVE RANGE MICROWAVE OVEN WITH EXHAUST FAN AND LIGHT26. LIGHT FIXTURE - SEE ELECTRICAL DWGS.27. SLIDE-IN RANGE/OVEN WITH REAR CONTROLS (DROP-IN W/ FRONT CONTROLS AT HC UNITS)28. EXHAUST FAN AND LIGHT AT TYPE A UNITS29. 'D' SHAPED CABINET PULLS30. REMOVABLE HC-COMPLIANT PANEL TO MATCH CABINETRY & CONCEAL PIPES/TRAP31. ENERGY STAR RATED DISHWASHER - ADA COMPLIANT AT TYPE A UNTS32. WOOD BASE - PAINT33. 21" DEEP WOOD VENEER VANITY CABINETS WITH CONCEALEDHINGES AND DRAWERS34. ENERGY STAR RATED REFRIGERATOR - SIDE-BY-SIDE35. DUPLEX ELECTRICAL OUTLET - SEE ELECTRICAL DWGS36. 36" WIDE 42" HIGH MIRROR 37. SURFACE-MOUNTED STAINLESS STEEL TP DISPENSER38. REMOVABLE ADA-COMPLIANT ANGLED PANEL TO MATCH CABINETRY AND CONCEAL PIPES AND TRAP39. FRP SPLASH GUARD ANCHORED TO WALL40. 36"X 60" PREFAB FIBERGLASS SHOWER BASE41. BLOCKING FOR GRAB BAR INSTALATION1' 2'4'01' 2'4'01' 2'4'01/2" = 1'-0"2UNIT F - BATH ELEVATION1/2" = 1'-0"1UNIT F - KITCHEN ELEVATION1/2" = 1'-0"3UNIT F - BATH ELEVATION1 NCFHA COMMENTS 09/01/2022
F2WD FRAME DOUBLE DOORNote: All frame face widths to be 2 inches unless otherwise noted.SEE SCHEDSEE SCHEDULEF1WD FRAME W/PTD WD CASING EACH SIDESEE SCHEDULESEE SCHEDULEF3WD FRAME W/ GLASS SIDE LITE 1X1 PTD WD BACKBANDSEE SCHEDULESEE SCHEDULE1' -2" WIDED12-PANEL,SOLID CORE MOLDED6"6"10"6"SEE SCHED6"D3MARVIN 3 PANEL SLIDING FRENCH DOORD2SOLID CORE, FLUSHSEE SCHEDSEE SCHEDSEE SCHED7' - 0"11' - 11 1/2"1. ANY SPACE OR SURFACE NOT SPECIFICALLY ADDRESSED ON THE SCHEDULE IS TO BE COORDINATED WITH ARCHITECT PRIOR TO STARTING FINISHES IN THAT AREA. ASSUME THAT ALL EXISTING SURFACES (TO REMAIN) ARE TO BE PRIMED AND PAINTED AS PART OF NEW WORK.2. REFER TO INTERIOR ELEVATIONS AND DETAILS FOR MATERIALS AND FINISHES AT MILLWORK AND OTHER BUILT-IN ITEMS.3. WHERE FLOOR FINISHES EXTEND FROM ONE ROOM TO ANOTHER, PATTERN AND DIRECTION TO BE CONTINUOUS ACROSS THRESHOLD.4. ALL INTERIOR WOOD TRIM, CASINGS, STOOLS, AND SKIRTS TO BE PAINTED, UNLESS NOTED OTHERWISE. 5. MOLD/MOISTURE RESISTANT GYP BOARD TO BE INSTALLED AT ALL BATHROOMS, LAUNDRY ROOMS, AND MECHANICAL/UTILITY CLOSETS, LINEN CLOSETS, AND BEHIND THE SINK BASE CABINETS IN THE KITCHENS, TYPICAL, AND WHERE NOTED ON SCHEDULE.6. MAXIMUM REDUCER OR THRESHOLD HEIGHT AT ANY TRANSITION NOT TO EXCEED 1/2"7. ALL CEILINGS TO HAVE A SMOOTH FINISH.8. AT ALL AREAS TO RECEIVE LVT, INSTALL WOOD BASE.9. ALL FINISHES TO BE REVIEWED AND APPROVED PER 2018 NCBC SECTION 803.1.CONC -CONCRETE, EXPOSED & SEALEDCPT -CARPETGWB -GYPSUM WALL BOARD, PAINTEDLVT -LUXURY VINYL TILE PLANKSM-GWB -MOLD/MOISTURE RESISTANT GWB, PTD W/ SEMI-GLOSS FINISHOPEN -OPEN TO ABOVE/BEYONDPNT -PAINT(ED)RB -RUBBER BASE (4" COVE)VCT -VINYL COMPOSITION TILEWD -WOOD, PAINTEDWD-D -WOOD DECKING (PRESSURE TREATED)VSI -VINYL SIDINGVSO -VINYL SOFFITSTL -STEELFINISH SCHEDULE NOTES13. ALL INTERIOR FINISHES TO MEET TABLE 803.11 OF THE 2018 NCBC AND CHAPTER 8 OF THE NC FIRE CODE. PER TABLE 803.11:GROUP A - ROOMS AND ENCLOSED SPACES: CLASS C; CLASS II FOR FLOOR FINISHESGROUP B - ROOMS, ENCLOSED SPACES AND CORRIDORS: CLASS C; CLASS II FOR FLOOR FINISHESGROUP R-2 - ROOMS, ENCLOSED SPACES AND CORRIDORS: CLASS C; CLASS II FOR FLOOR FINISHESREFER TO PROJECT SPECS FOR ADD'L INFORMATION PERTAINING TO SPECIFIC PRODUCTS/MATERIALS.14. GC TO COORDINATE IN-WALL BLOCKING REQUIREMENTS WITH MILLWORK CONTRACTOR AND OTHER TRADES.15. CONTRACTOR TO PROVIDE ALL NECESSARY MATERIALS FOR A FINISHED INSTALLATION. MATERIALS INCLUDE (BUT ARE NOT LIMITED TO) FLOOR FINISH MATERIAL, SETTING MATERIALS & ADHESIVES, UNDERLAYMENT, REDUCER STRIPS, THRESHOLDS, EDGE STRIPS, AND EXPANSION JOINTS.16. FINAL LAYOUTS AND STARTING POINTS OF PATTERNS ARE TO BE VERIFIED WITH ARCHITECT PRIOR TO INSTALLATION. FLOORING MATERIAL SUPPLIER TO PROVIDE MATERIAL AND SEAMING LAYOUT DRAWING FOR APPROVAL PRIOR TO INSTALLATION.17. SEAMS, THRESHOLDS, AND FLOORING TRANSITIONS TO BE CENTERED ON DOORS, TYPICAL (UNO)18. FLOOR FINISHES ARE TO EXTEND BELOW OPEN COUNTERS, INTO KNEE SPACES AND APPLIANCE SPACES, AND INTO ANY ADDITIONAL SPACES THAT WILL BE VISIBLE AFTER INSTALLATION.19. SETTING MATERIALS AND ADHESIVES TO BE LOW-VOC. APPLICABLE PRODUCT DATA AND MSDS's ARE TO BE SUBMITTED BY SUPPLIERS/INSTALLERS FOR VERIFICATION.20. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION.21. SEE SPECIFICATIONS FOR MATERIAL INFORMATION.4582T CH AP ELHILLNCCETIHCRADERETSIGER NORTHCAROLINARJ.ESITO.DLANOD,50404CHAP ELHILLNCNORTHCAROLINAAP,STCETIHCRARETSEIKESITNOITAROPROCLARUTCETIHCRADERETSIGERPRELIMINARY -NOT FOR CONSTRUCTIONThese drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:SheetSAWMILLVILLAGEBURNSVILLE, NC210103/24/2022A5.1fUNIT F- DOOR & FRAMESCHEDULE & ROOM FINISHSCHEDULEDOOR FRAME TYPESUNIT F - DOOR SCHEDULERevision#DOORROOMDOOR FRAME SMOKECONTROL/FIRERATINGSTC HARDWARE COMMENTSNO.SIZETYPE MATERIAL FINISH GLAZING TYPE MATERIAL FINISHDETAILWD HGT THK JAMB HEAD SILLF101 BEDROOM 3' - 0" 7' - 0" 1 3/8" D1 SCM F1 WDF103 CLOSET 4' - 0" 7' - 0" 1 3/8" D1 SCM F2 WDF104 CLOSET 4' - 0" 7' - 0" 1 3/8" D1 SCM F2 WDF105 BATH 3' - 0" 7' - 0" 1 3/8" D1 SCM F1 WDF106 ENTRY 3' - 0" 7' - 0" 1 3/4" D2 STL F3 STLINSULATED DOORF107 LIVING / DINING 11' - 11 1/2" 7' - 0" 1 3/8" D3 STL - STLMARVIN 3 PANEL SLIDING FRENCH DOORF109 COAT 3' - 0" 7' - 0" 1 3/8" D1 SCM F1 WDF110 LIVING / DINING 3' - 0" 7' - 0" 1 3/8" D1 SCM F1 WDUNIT F FINISH SCHEDULENUMBER ROOM NAME FLOOR BASEWALLCLG.REMARKSEAST NORTH SOUTH WESTF101 BEDROOM LVT WD GWB GWB GWB GWB GWBF102 BEDROOM LVT WD GWB GWB GWB GWB GWBF103 CLOSET LVT WD GWB GWB GWB GWB GWB PROVIDE SHELF & HANGER RODF104 CLOSET LVT WD GWB GWB GWB GWB GWB PROVIDE SHELF & HANGER RODF105 BATH LVT WD M-GWB M-GWB M-GWB M-GWB M-GWBF106 ENTRY LVT WD GWB GWB GWB GWB GWBF107 LIVING / DINING LVT WD GWB GWB GWB GWB GWBF108 KITCHEN LVT WD GWB GWB GWB GWB GWB PROVIDE M-GWB BEHIND THE SINK BASE CABINETF109 COAT LVT WD GWB GWB GWB GWB GWBF110 UTILITY LVT WD M-GWB M-GWB M-GWB M-GWB M-GWBF111 PORCH CONC - OPEN OPEN VSI VSI VSOF112 PORCH CONC - VSI VSI OPEN OPEN VSODOOR & FRAME NOTES1. ALL GLAZING IN EXTERIOR DOORS SHALL BE TEMPERED. DOUBLE PANE INSULATED GLASS TO MEET ENERGY CODE AND ENERGY STAR REQUIREMENTS FOR U-VALUE AND SHGC.2. DOOR MANUFACTURER SHALL VERIFY THAT ALL EXIT DOORS MEET ALL CODES FOR EGRESS.3. PROVIDE ALL NECESSARY INTERIOR AND EXTERIOR TRIM, CASINGS, BRICK MOULDS, ETC. AS REQUIRED FOR PROPER INSTALLATION OF DOORS.4. PROVIDE PROPER FLASHING AROUND ALL EXTERIOR DOORS. HOUSEWRAP/WRP MATERIAL SHALL NOT BE AN ACCEPTABLE FLASHING MATERIAL.5. ALL DOORS TO HAVE A MINIMUM OF 1'-6" FROM THE LATCH JAMB TO THE ADJACENT WALL ON THE PULL SIDE FOR ACCESSIBILITY.6. DOORS WITH CLOSERS SHALL HAVE A MINIMUM RETURN OF 1'-0" FROM THE LATCH JAMB TO THE ADJACENT WALL ON THE PUSH SIDE FOR ACCESSIBILITY. 7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ARCHITECT OF ANY CONFLICTS.DOOR TYPESDOOR HARDWARE NOTESABBREVIATIONSHCM -HOLLOW CORE MOLDEDSCWD -SOLID CORE WOODTMP -TEMPEREDWD -WOODPTD -PAINTEDPRE -PREFINISHEDALUM -ALUMINUMFG -FIBERGLASSHM -HOLLOW METALMAG -MAGNETIC HOLD OPENRPWD -ROT-PROOF WOODSCM -SOLID CORE MOLDED1. REFER TO FLOOR PLANS FOR DOOR HANDING, TYPICAL.2. MAXIMUM THRESHOLD HEIGHT NOT TO EXCEED 1/2".3. DOOR LEVERS AT MECHANICAL/ELECTRICAL CLOSETS (PUBLIC SPACES) TO HAVE INTEGRAL KNURLED FINISH PER ADA REQUIREMENTS.4. ALL DOOR HARDWARE TO MEET APPLICABLE CODES AND TO BE COORDINATED WITH PARTITION RATINGS AND EGRESS REQUIREMENTS.5. HARDWARE SUPPLIER TO PROVIDE ALL NECESSARY HARDWARE AND TRIM FOR COMPLETE, PROPERLY FUNCTIONING DOORS.6. ALL DOOR HARDWARE AND KEYING REQUIREMENTS TO BE COORDINATED WITH OWNER PRIOR TO PREPARATION OF SUBMITTALS.7. HARDWARE SETS ARE SHOWN FOR REFERENCE AND SERVE AS BASIS OF DESIGN. DOOR HARDWARE SUPPLIER TO HAVE MEETING WITH OWNER AND ARCHITECT TO REVIEW HARDWARE AND SECURITY REQUIREMENTS. HARDWARE SCHEDULE AND CUT SHEETS TO BE SUBMITTED FOR REVIEW AND APPROVAL. SUBMITTAL(S) TO UTILIZE SAME DOOR AND HARDWARE DESIGNATIONS AS SHOWN ON SCHEDULES.DOOR HARDWARE QUALITY & FINISH:1. QUALITY LEVEL: GRADE 2 STANDARD DUTY.2. LOCKSETS AND LATCHSETS: CYLINDER TYPE, HAGER 3400 SERIES OR APPROVED EQUAL.3. LOCK CYLINDERS: INTEGRAL TYPE.4. LEVER TRIM SET: ADA LEVER-TYPE, "AUGUST" BY HAGER OR APPROVED EQUAL. PROVIDE INTEGRAL KNURLING WHERE REQUIRED.5. KEYING: OWNER'S REQUIREMENTS FOR KEYING AND CONTROL SYSTEMS.6. HINGES AND BUTTS: FULL-MORTISE TYPE, COMMERCIAL GRADE (SPRING HINGES WHERE INDICATED)7. CLOSERS AND DOOR CONTROL: HIGH FREQUENCY BARRIER-FREE TYPE.8. HARDWARE FINISHES: SATIN CHROME PLATED, ANSI/BHMA 626 (US32D).AUXILIARY MATERIALS:1. DOOR TRIM KITS: RELATED TRIM2. ASTRAGALS3. OVERHEAD STOPS4. SOUNDSTRIPPING/GASKETING5. WEATHERSTRIPPING6. PROTECTION PLATES7. FLOOR BUMPERS (HALF DOME) AND WALL BUMPERS8. SILENCERSDOOR HARDWARE SETARCHITECT WILL COORDINATE WITH GC & OWNER TO DEVELOP HARDWARE SET
CDFFFFCDDCGFIGFIGFIGFIGFI+72" A.F.FDCGFI+48" A.F.FGENERAL NOTES1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL PREVAIL.2. ALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF MASONRY UNLESS NOTED OTHERWISE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ARCHITECT OF ANY CONFLICTS.3. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL LAYOUT INFORMATION.4. PARTITION TYPE 'P1' ARE TYPICAL THROUGHOUT PROJECT. REFER TO PLANS FOR LOCATIONS OF OTHER PARTITION TYPES.5. CONTRACTOR TO PROVIDE FEC'S AS SHOWN.MECHANICAL NOTES:1. SMOKE DETECTORS TO BE INSTALLED ACCORDING TO CODE.2. WATER HEATER TO BE INSTALLED IN MECHANICAL CLOSET. PLACE IN DRAIN PAN, DRAIN TO HUB DRAIN. 3. RANGE HOOD, DRYER VENTS AND BATHROOM FANS TO BE VENTED TO SOFFITS.4. SEAL ALL PLUMBING, ELEC., DUCT AND CABLE AND OTHER PENETRATIONS. 5. FOUNDATION TO BE A 4" RAISED CONCRETE SLAB. 6. INTERIOR FINISH: ALL FLOORS TO BE LVT 7. INTERIOR FINISH: ALL GWB WALLS TO BE PAINTED AS FOLLOWS: • WALLS - EGG SHELL (COLOR TO BE SELECTED BY ARCHITECT)• CEILING - FLAT CEILING WHITE• WALLS & CEILINGS IN BATHROOMS TO BE SEMI-GLOSS ELECTRICAL NOTES:1. USE OF THE CONDUIT SYSTEM FOR EQUIPMENT GROUNDING SHALL NOT BE ACCEPTABLE. IN EACH SEPARATE CONDUIT, GREEN GROUND WIRE SHALL BE RUN WITH CIRCUIT CONDUCTORS 2. ELECTRICIAN TO WIRE AS NECESSARY FOR THE CODE COMPLIANT INSTALLATION OF SMOKE DETECTORS. 3. ELECTRICAL SHALL PULL LINES FOR CABLE AND TVMECHANICAL:1 1/2 TON UNIT, CARRIER FlE OR EQUAL, SPLIT SYSTEM HEAT PUMP, SEER 14, 8.2 HSPS, MOUNTED IN WALL ELECTRICAL:EACH HOUSE SHALL HAVE A 125 AMP PANEL DUPLEX OUTLETS: IN LIVING ROOMS & BEDROOMS, WIRE TOP PLUG TO LIGHT SWITCHPLUMBING:EACH HOUSE SHALL HAVE A 40 GALLON LOW BOY WATER HEATERXPARTITION/ASSEMBLY TYPE - SEE SHEET G4.0AIR HANDLING UNITWATER HEATERFLOOR PLAN KEYNOTEELECTRICAL PLAN KEYNOTEDUPLEX RECEPTACLE, 20 AMP (15 AMP RESIDENTIAL, UON), 120 VOLT, 18" A.F.F. TO CENTER UNLESS OTHERWISE NOTED."GFI"INDICATES GROUND FAULT CIRCUIT INTERRUPTER TYPE.208V RECEPTACLESINGLE POLE SWITCH, 20A, 120/277 VOLT, 48" A.F.F. TO CENTER.- "3" INDICATES 3-WAY SWITCH.- "4" INDICATES 4-WAY SWITCH.- "F" INDICATES FAN SWITCH- "D" INDICATES DIMMER SWITCH OF TYPE TO SUIT LOAD.CABLE TV OUTLET, 18" A.F.F. TO CENTER, UNLESS OTHERWISE NOTED.TELEPHONE OUTLET, 18" A.F.F. TO CENTER OR ALIGN MOUNTING HEIGHT WITH ADJACENT DEVICE, UNLESS OTHERWISE NOTED.DATA OUTLET, 18" A.F.F. TO CENTER OR ALIGN MOUNTING HEIGHT WITH ADJACENT DEVICE, UNLESS OTHERWISE NOTED. 1(2) 12" DEEP VINYL-COATED WIRE SHELVING SYSTEM WITH INTEGRAL CLOTHES HANGER AT ALL TYPE 'A' UNIT CLOSETS UNLESS NOTED OTHERWISE -TOP OF SHELVING AT 42" AND 72" AFF17' - 1 1/2"13' - 5"3' - 2 1/2"10' - 0"34' - 8"9' - 5 1/2"6 1/2"5' - 5 1/2"2' - 4 1/2"11' - 3"30' - 0"5' - 0"5' - 0"11' - 8"5' - 4"17' - 8"5' - 0 1/2"11' - 0 1/2"9' - 5 1/2"2' - 3"4' - 4 1/2"8' - 0"BEDROOMG101CLOSETG102ENTRYG107LIVING/ DININGG108KITCHENG109BATHG103CLOSETG104UTILITYG106BEDROOMG1057' - 11"4' - 1"2' - 4 1/2"5' - 5"11' - 0 1/2"ALIGN21' - 1 1/2"5' - 5"3' - 5 1/2"19' - 5 1/2"5' - 5"9' - 9 1/2"8' - 6"8' - 6"3' - 9"2' - 9"11' - 2"5' - 0"5' - 0"3' - 0"2' - 9"2' - 3"1' - 0"15' - 0"1' - 0"W1W3W3W1G104G105G107G101G103G102G106G108P1P2P3P3P1P1P1E1E1E1E1E1E1E1P1P21A3.1gA4.1g21A4.1g34PORCHG1108' - 0"5' - 0"11"17' - 0"17' - 0"110":12"10":12"10":12"10":12"10":12"BEDROOMBEDROOMCLOSETBATHCLOSETENTRYLIVING/ DININGKITCHEN8'-0"TO OUTLETTO OUTLETTO OUTLET1FIXTURE KEYNOTEPROGRESS LIGHTING P300343-31M LEAGUE COLLECTION TREE-LIGHT WALL MOUNT LED VANITY FIXTURE WITH MATTE BLACK FINISHEXHAUST FANCEILING FAN WITH FLOUR LIGHT -RP LIGHTING -1071 LED ALDEA -4 BLADE, 52" SWEEP, PULL CHAIN WITH MATTE BLACK FINISHRECESSED LED FIXTURE -RP LIGHTING -8563 -6" LED REFLECTORWITH CLEAR FINISH WALL MOUNTED SCONCE LIGHT FIXTURE-PROGRESS LIGHTING 5" LED WALL MOUNT DOWNLIGHT P5674-31 CYLINDER WITH BLACK FINISH13" ROUND JUNO SLIMFORM LED SURFACE MOUNT DOWNLIGHT WITH WHITE FINISHWALL MOUNT LED LIGHT FIXTURE-13" ROUND JUNO SLIMFORM LED SURFACE MOUNT DOWNLIGHT WITH WHITE FINISHUNRATED GWB CEILING / SOFFIT PROGRESS LIGHTING P900003-031-27 LED 3 HEAD BLACK AC TRACK KIT WITH SUSPENSION KIT7" ROUND JUNO SLIMFORM LED SURFACE MOUNT DOWNLIGHT WITH WHITE FINISH4582T CH AP ELHILLNCCETIHCRADERETSIGER NORTHCAROLINARJ.ESITO.DLANOD,50404CHAP ELHILLNCNORTHCAROLINAAP,STCETIHCRARETSEIKESITNOITAROPROCLARUTCETIHCRADERETSIGERPRELIMINARY -NOT FOR CONSTRUCTIONThese drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:SheetSAWMILLVILLAGEBURNSVILLE, NC210103/24/2022A1.1gFLOOR PLAN - UNIT G2' 4' 8'01/4" = 1'-0"1FLOOR PLAN - UNIT G1/8" = 1'-0"3ROOF PLAN- UNIT G1/4" = 1'-0"2ELECTRICAL PLAN - UNIT G04' 8' 16'02' 4' 8'0AREA : 700 SF1 NCFHA COMMENTS 09/01/2022
WINDOWS : ARGON FILLED, LOW-E COATEDWITH SOLAR FILM WITHOUT GRILLESU-FACTOR 0.29 MAX.SHGC 0.21 MAX.VISUAL TRANSMITTANCE 0.49 MIN.EXTERIOR DOORS : INSULATED, EXT. DOORS, MAX 45% GLAZING, MIN. U-FACTOR 0.35ELEVATION KEYNOTESPREFIN STANDING SEAM 26-GAUGE METAL ROOF AND FASCIA- SEE ROOF PLANEXTERIOR INSULATION AND FINISH SYSTEM (EIFS) WALL CLADDING OVER RIGID INSULATION BOARDSCHEDULED DOOR/FRAMECEMENTITIOUS LP SMART SIDING, 8" EXPOSURECEMENTITIOUS PANEL WITH CEMENTITIOUS TRIMSTRUCTURAL WOOD COLUMN/ BEAMRAMP AND GUARDRAIL W/ HANDRAIL SYSTEM , TYP AT TYPE A UNITSEXTERIOR LIGHT FIXTURE, SEE ELECTRICAL DRAWINGSCEMENTITIOUS LP SMART SIDING, 4" EXPOSURE123456789W1MARVIN ELEVATE CASEMENT 2 WIDEW2MARVIN ELEVATE CASEMENT PICTUREW3MARVIN ELEVATE CASEMENT RO: 5' - 5"RO: 2' - 9"WINDOW TYPESRO: 3' - 11 5/8"W5MARVIN ELEVATE CASEMENT 3 WIDERO: 3' - 11 1/8"RO: 3' - 11 3/8"RO: 2' - 1"RO: 8' - 1"RO: 2' - 11 5/8"RO: 2' - 9"W4MARVIN ELEVATE CASEMENT PICTUREHEAD HEIGHT7' - 0"HEAD HEIGHT7' - 0"HEAD HEIGHT6' - 0"19256W1592W1591593W362683W359524582T CH AP ELHILLNCCETIHCRADERETSIGER NORTHCAROLINARJ.ESITO.DLANOD,50404CHAP ELHILLNCNORTHCAROLINAAP,STCETIHCRARETSEIKESITNOITAROPROCLARUTCETIHCRADERETSIGERPRELIMINARY -NOT FOR CONSTRUCTIONThese drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:SheetSAWMILLVILLAGEBURNSVILLE, NC210103/24/2022A2.1gEXTERIOR ELEVATIONS - UNIT G2' 4' 8'02' 4' 8'02' 4' 8'02' 4' 8'01/4" = 1'-0"4UNIT G - EAST ELEVATION1/4" = 1'-0"3UNIT G - NORTH ELEVATION1/4" = 1'-0"2UNIT G - WEST ELEVATION1/4" = 1'-0"1UNIT G - SOUTH ELEVATION
LEVEL 10' - 0"TOP OF WALL8' -1 1/8"1/2" GWB /2X6 WD STUDS @ 24" OC(8'-0" PRE-CUT) /R-20 (MIN) BATT INSULATION / 1/2" OSB/ WRB, TAPE SEAMS/LP SMART SIDINGBOTTOM PLATE = TREATED 2X6 SILL PLATE W/ SILL PLATE GASKET8" CMU FILLED -TYP 1 1/2"SET BACK FROM THE FACE OF THE STUDTYP FOOTING: SEE STRUCTURAL26 GAUGE STANDING SEAM METAL PANELS / 1/2"OSB SHEATING / 2X12 WD STUD/ R-25 (MIN) BATT INSULATION/ 1/2" GWB2" THICK R-10 RIGID SLAB INSULATION2" THICK R-10 RIGID PEREMETER UNDER SLAB INSULATION EXTEND DOWN TO FOOTINGSTONE BASEPVC COATED COIL WRAPPED FACIAEIFS-EXTERIOR INSULATION FINISHING SYSTEM 10" 12"10" 12"3' - 0"A3.1g2METAL TERMITE SHIELDPVC COATED COIL WRAPPED FACIA1X10 WD4X1 WD BLOCK15/32" OSB ROOF SHEATHING W/ CLIPS26 GAUGE STANDING SEAM METAL ROOF ON SYNTHETIC ROOF UNDER-LAYMENTR-25 BATT INSUL4582T CH AP ELHILLNCCETIHCRADERETSIGER NORTHCAROLINARJ.ESITO.DLANOD,50404CHAP ELHILLNCNORTHCAROLINAAP,STCETIHCRARETSEIKESITNOITAROPROCLARUTCETIHCRADERETSIGERPRELIMINARY -NOT FOR CONSTRUCTIONThese drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:SheetSAWMILLVILLAGEBURNSVILLE, NC210103/24/2022A3.1gSECTION - UNIT G & H1/2" = 1'-0"1UNIT G & H - BUILDING SECTION1' 2'4'8'01 1/2" = 1'-0"2UNIT G & H - SECTION DETAIL - FASCIA
40678413324115' - 0"7' - 0"3' - 0"1' - 6"3' - 0"1' - 3"3' - 0"2' - 0"F2121212235192932CORRIDOR2' - 0"F3' - 0"2' - 0"1' - 1"F3111' - 6"3' - 0"1' - 6"3' - 0"1' - 1"F1' - 0"2' - 6"2' - 6"3' - 0"2' - 0"F2' - 6"2' - 6"3' - 0"25272120351929392034212011' - 6"2' - 10"4"3' - 6"8"1' - 9"3' - 0"1' - 0"4' - 0"4048761353626333193741414113' - 0"7' - 0"4582T CH AP ELHILLNCCETIHCRADERETSIGER NORTHCAROLINARJ.ESITO.DLANOD,50404CHAP ELHILLNCNORTHCAROLINAAP,STCETIHCRARETSEIKESITNOITAROPROCLARUTCETIHCRADERETSIGERPRELIMINARY -NOT FOR CONSTRUCTIONThese drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:SheetSAWMILLVILLAGEBURNSVILLE, NC210103/24/2022A4.1gUNIT G- INTERIOR ELEVATIONSINTERIOR ELEVATION KEYNOTES1. WALL MOUNTED HAND HELD SHOWER SPRAYER - MIN 60" LONG2. SURFACE-MOUNTED STAINLESS STEEL TP DISPENSER3. DROP-IN CERAMIC SINK4. WALL MOUNTED SOAP DISH5. 24" BRUSHED NICKEL TOWEL BAR6. STAINLESS STEEL SHOWER CURTAIN ROD7. WALL MOUNTED SHOWER HEAD8. SHOWER CONTROLS9. FINISHED CABINET END10. SLIDE-IN RANGE/OVEN - FRONT CONTROLS AT TYPE A UNITS11. 30"x 60" PREFAB FIBERGLASS SHOWER BASE12. 36"X 60" PREFAB ROLL-IN SHOWER WITH GRAB BARS AND REMOVABLE SEAT13. CERAMIC TILE SHOWER/ BATHTUB SURROUND14. 36" STAINLESS STEEL GRAB BAR15. 42" STAINLESS STEEL GRAB BAR16. 18" STAINLESS STEEL GRAB BAR17. 24" STAINLESS STEEL GRAB BAR18. FOLD-UP SHOWER SEAT BY SHOWER/TUB MANUFACTURER19. 1 1/2" PLASTIC LAMINATE COUNTERTOP WITH 4" HIGH BACKSPLASH & SIDESPLASH20. 24" DEEP WOOD VENEER CABINET W/ CONCEALED HINGES & ADJUSTABLE SHELVES21. 12" DEEP WOOD VENEER WALL CABINETS W/ CONCEALED HINGES AND ADJUSTABLE SHELVES22. DROP-IN SS DOUBLE BOWL SINK, 5" DEEP; REAR DRAINING - TYP. AT TYPE A UNIT KITCHENS23. SCHEDULED WINDOW- SEE ELEVATION SHEET24. ENERGY STAR RATED REFRIGERATOR - TOP FREEZER25. ABOVE RANGE MICROWAVE OVEN WITH EXHAUST FAN AND LIGHT26. LIGHT FIXTURE - SEE ELECTRICAL DWGS.27. SLIDE-IN RANGE/OVEN WITH REAR CONTROLS (DROP-IN W/ FRONT CONTROLS AT HC UNITS)28. EXHAUST FAN AND LIGHT AT TYPE A UNITS29. 'D' SHAPED CABINET PULLS30. REMOVABLE HC-COMPLIANT PANEL TO MATCH CABINETRY & CONCEAL PIPES/TRAP31. ENERGY STAR RATED DISHWASHER - ADA COMPLIANT AT TYPE A UNTS32. WOOD BASE - PAINT33. 21" DEEP WOOD VENEER VANITY CABINETS WITH CONCEALEDHINGES AND DRAWERS34. ENERGY STAR RATED REFRIGERATOR - SIDE-BY-SIDE35. DUPLEX ELECTRICAL OUTLET - SEE ELECTRICAL DWGS36. 36" WIDE 42" HIGH MIRROR 37. SURFACE-MOUNTED STAINLESS STEEL TP DISPENSER38. REMOVABLE ADA-COMPLIANT ANGLED PANEL TO MATCH CABINETRY AND CONCEAL PIPES AND TRAP39. FRP SPLASH GUARD ANCHORED TO WALL40. 36"X 60" PREFAB FIBERGLASS SHOWER BASE41. BLOCKING FOR GRAB BAR INSTALATION1/2" = 1'-0"3UNIT G - BATH ELEVATION1/2" = 1'-0"2UNIT G - KITCHEN ELEVATION1/2" = 1'-0"1UNIT G - KITCHEN ELEVATION1/2" = 1'-0"4UNIT F - BATH ELEVATION1' 2'4'01' 2'4'01' 2'4'01' 2'4'01 NCFHA COMMENTS 09/01/2022
F2WD FRAME DOUBLE DOORNote: All frame face widths to be 2 inches unless otherwise noted.SEE SCHEDSEE SCHEDULEF1WD FRAME W/PTD WD CASING EACH SIDESEE SCHEDULESEE SCHEDULEF3WD FRAME W/ GLASS SIDE LITE 1X1 PTD WD BACKBANDSEE SCHEDULESEE SCHEDULE1' -2" WIDED12-PANEL,SOLID CORE MOLDED6"6"10"6"SEE SCHED6"D3MARVIN 3 PANEL SLIDING FRENCH DOORD2SOLID CORE, FLUSHSEE SCHEDSEE SCHEDSEE SCHED7' - 0"11' - 11 1/2"1. ANY SPACE OR SURFACE NOT SPECIFICALLY ADDRESSED ON THE SCHEDULE IS TO BE COORDINATED WITH ARCHITECT PRIOR TO STARTING FINISHES IN THAT AREA. ASSUME THAT ALL EXISTING SURFACES (TO REMAIN) ARE TO BE PRIMED AND PAINTED AS PART OF NEW WORK.2. REFER TO INTERIOR ELEVATIONS AND DETAILS FOR MATERIALS AND FINISHES AT MILLWORK AND OTHER BUILT-IN ITEMS.3. WHERE FLOOR FINISHES EXTEND FROM ONE ROOM TO ANOTHER, PATTERN AND DIRECTION TO BE CONTINUOUS ACROSS THRESHOLD.4. ALL INTERIOR WOOD TRIM, CASINGS, STOOLS, AND SKIRTS TO BE PAINTED, UNLESS NOTED OTHERWISE. 5. MOLD/MOISTURE RESISTANT GYP BOARD TO BE INSTALLED AT ALL BATHROOMS, LAUNDRY ROOMS, AND MECHANICAL/UTILITY CLOSETS, LINEN CLOSETS, AND BEHIND THE SINK BASE CABINETS IN THE KITCHENS, TYPICAL, AND WHERE NOTED ON SCHEDULE.6. MAXIMUM REDUCER OR THRESHOLD HEIGHT AT ANY TRANSITION NOT TO EXCEED 1/2"7. ALL CEILINGS TO HAVE A SMOOTH FINISH.8. AT ALL AREAS TO RECEIVE LVT, INSTALL WOOD BASE.9. ALL FINISHES TO BE REVIEWED AND APPROVED PER 2018 NCBC SECTION 803.1.CONC -CONCRETE, EXPOSED & SEALEDCPT -CARPETGWB -GYPSUM WALL BOARD, PAINTEDLVT -LUXURY VINYL TILE PLANKSM-GWB -MOLD/MOISTURE RESISTANT GWB, PTD W/ SEMI-GLOSS FINISHOPEN -OPEN TO ABOVE/BEYONDPNT -PAINT(ED)RB -RUBBER BASE (4" COVE)VCT -VINYL COMPOSITION TILEWD -WOOD, PAINTEDWD-D -WOOD DECKING (PRESSURE TREATED)VSI -VINYL SIDINGVSO -VINYL SOFFITSTL -STEELFINISH SCHEDULE NOTES13. ALL INTERIOR FINISHES TO MEET TABLE 803.11 OF THE 2018 NCBC AND CHAPTER 8 OF THE NC FIRE CODE. PER TABLE 803.11:GROUP A - ROOMS AND ENCLOSED SPACES: CLASS C; CLASS II FOR FLOOR FINISHESGROUP B - ROOMS, ENCLOSED SPACES AND CORRIDORS: CLASS C; CLASS II FOR FLOOR FINISHESGROUP R-2 - ROOMS, ENCLOSED SPACES AND CORRIDORS: CLASS C; CLASS II FOR FLOOR FINISHESREFER TO PROJECT SPECS FOR ADD'L INFORMATION PERTAINING TO SPECIFIC PRODUCTS/MATERIALS.14. GC TO COORDINATE IN-WALL BLOCKING REQUIREMENTS WITH MILLWORK CONTRACTOR AND OTHER TRADES.15. CONTRACTOR TO PROVIDE ALL NECESSARY MATERIALS FOR A FINISHED INSTALLATION. MATERIALS INCLUDE (BUT ARE NOT LIMITED TO) FLOOR FINISH MATERIAL, SETTING MATERIALS & ADHESIVES, UNDERLAYMENT, REDUCER STRIPS, THRESHOLDS, EDGE STRIPS, AND EXPANSION JOINTS.16. FINAL LAYOUTS AND STARTING POINTS OF PATTERNS ARE TO BE VERIFIED WITH ARCHITECT PRIOR TO INSTALLATION. FLOORING MATERIAL SUPPLIER TO PROVIDE MATERIAL AND SEAMING LAYOUT DRAWING FOR APPROVAL PRIOR TO INSTALLATION.17. SEAMS, THRESHOLDS, AND FLOORING TRANSITIONS TO BE CENTERED ON DOORS, TYPICAL (UNO)18. FLOOR FINISHES ARE TO EXTEND BELOW OPEN COUNTERS, INTO KNEE SPACES AND APPLIANCE SPACES, AND INTO ANY ADDITIONAL SPACES THAT WILL BE VISIBLE AFTER INSTALLATION.19. SETTING MATERIALS AND ADHESIVES TO BE LOW-VOC. APPLICABLE PRODUCT DATA AND MSDS's ARE TO BE SUBMITTED BY SUPPLIERS/INSTALLERS FOR VERIFICATION.20. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION.21. SEE SPECIFICATIONS FOR MATERIAL INFORMATION.4582T CH AP ELHILLNCCETIHCRADERETSIGER NORTHCAROLINARJ.ESITO.DLANOD,50404CHAP ELHILLNCNORTHCAROLINAAP,STCETIHCRARETSEIKESITNOITAROPROCLARUTCETIHCRADERETSIGERPRELIMINARY -NOT FOR CONSTRUCTIONThese drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:SheetSAWMILLVILLAGEBURNSVILLE, NC210103/24/2022A5.1gUNIT G- DOOR & FRAMESCHEDULE & ROOM FINISHSCHEDULEDOOR FRAME TYPESUNIT G - DOOR SCHEDULERevision#DOORROOMDOORFRAMESMOKECONTROL/FIRERATINGSTC HARDWARECOMMENTSNO.SIZETYPE MATERIAL FINISH GLAZING TYPE MATERIAL FINISHDETAILWD HGT THKJAMB HEAD SILLG101 BEDROOM3' - 0" 7' - 0" 1 3/8" D1 SCMF1 WDG102 CLOSET5' - 0" 7' - 0" 1 3/8" D1 SCMF2 WDG103 BATH3' - 0" 7' - 0" 1 3/8" D1 SCMF1 WDG104 CLOSET5' - 0" 7' - 0" 1 3/8" D1 SCMF2 WDG105 BEDROOM3' - 0" 7' - 0" 1 3/8" D1 SCMF1 WDG106 UTILITY3' - 0" 7' - 0" 1 3/8" D1 SCMF1 WDG107 ENTRY3' - 0" 7' - 0" 1 3/4" D2 STLF3 STLINSULATED DOORG108 LIVING/ DINING 11' - 11 1/2" 7' - 0" 1 3/8" D3 STL- STLMARVIN 3 PANEL SLIDING FRENCH DOORUNIT G FINISH SCHEDULENUMBER ROOM NAME FLOOR BASEWALLCLG.REMARKSEAST NORTH SOUTH WESTG101 BEDROOMLVT WD GWB GWB GWB GWB GWBG102 CLOSETLVT WD GWB GWB GWB GWB GWB PROVIDE SHELF & HANGER RODG103 BATHLVT WD M-GWB M-GWB M-GWB M-GWB M-GWBG104 CLOSETLVT WD GWB GWB GWB GWB GWB PROVIDE SHELF & HANGER RODG105 BEDROOMLVT WD GWB GWB GWB GWB GWBG106 UTILITYLVT WD M-GWB M-GWB M-GWB M-GWB M-GWBG107 ENTRYLVT WD GWB GWB GWB GWB GWBG108 LIVING/ DININGLVT WD GWB GWB GWB GWB GWBG109 KITCHENLVT WD GWB GWB GWB GWB GWB PROVIDE M-GWB BEHIND THE SINK BASE CABINETG110 PORCHCONC - OPEN VSI OPEN OPEN VSODOOR & FRAME NOTES1. ALL GLAZING IN EXTERIOR DOORS SHALL BE TEMPERED. DOUBLE PANE INSULATED GLASS TO MEET ENERGY CODE AND ENERGY STAR REQUIREMENTS FOR U-VALUE AND SHGC.2. DOOR MANUFACTURER SHALL VERIFY THAT ALL EXIT DOORS MEET ALL CODES FOR EGRESS.3. PROVIDE ALL NECESSARY INTERIOR AND EXTERIOR TRIM, CASINGS, BRICK MOULDS, ETC. AS REQUIRED FOR PROPER INSTALLATION OF DOORS.4. PROVIDE PROPER FLASHING AROUND ALL EXTERIOR DOORS. HOUSEWRAP/WRP MATERIAL SHALL NOT BE AN ACCEPTABLE FLASHING MATERIAL.5. ALL DOORS TO HAVE A MINIMUM OF 1'-6" FROM THE LATCH JAMB TO THE ADJACENT WALL ON THE PULL SIDE FOR ACCESSIBILITY.6. DOORS WITH CLOSERS SHALL HAVE A MINIMUM RETURN OF 1'-0" FROM THE LATCH JAMB TO THE ADJACENT WALL ON THE PUSH SIDE FOR ACCESSIBILITY. 7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ARCHITECT OF ANY CONFLICTS.DOOR TYPESDOOR HARDWARE NOTESABBREVIATIONSHCM -HOLLOW CORE MOLDEDSCWD -SOLID CORE WOODTMP -TEMPEREDWD -WOODPTD -PAINTEDPRE -PREFINISHEDALUM -ALUMINUMFG -FIBERGLASSHM -HOLLOW METALMAG -MAGNETIC HOLD OPENRPWD -ROT-PROOF WOODSCM -SOLID CORE MOLDED1. REFER TO FLOOR PLANS FOR DOOR HANDING, TYPICAL.2. MAXIMUM THRESHOLD HEIGHT NOT TO EXCEED 1/2".3. DOOR LEVERS AT MECHANICAL/ELECTRICAL CLOSETS (PUBLIC SPACES) TO HAVE INTEGRAL KNURLED FINISH PER ADA REQUIREMENTS.4. ALL DOOR HARDWARE TO MEET APPLICABLE CODES AND TO BE COORDINATED WITH PARTITION RATINGS AND EGRESS REQUIREMENTS.5. HARDWARE SUPPLIER TO PROVIDE ALL NECESSARY HARDWARE AND TRIM FOR COMPLETE, PROPERLY FUNCTIONING DOORS.6. ALL DOOR HARDWARE AND KEYING REQUIREMENTS TO BE COORDINATED WITH OWNER PRIOR TO PREPARATION OF SUBMITTALS.7. HARDWARE SETS ARE SHOWN FOR REFERENCE AND SERVE AS BASIS OF DESIGN. DOOR HARDWARE SUPPLIER TO HAVE MEETING WITH OWNER AND ARCHITECT TO REVIEW HARDWARE AND SECURITY REQUIREMENTS. HARDWARE SCHEDULE AND CUT SHEETS TO BE SUBMITTED FOR REVIEW AND APPROVAL. SUBMITTAL(S) TO UTILIZE SAME DOOR AND HARDWARE DESIGNATIONS AS SHOWN ON SCHEDULES.DOOR HARDWARE QUALITY & FINISH:1. QUALITY LEVEL: GRADE 2 STANDARD DUTY.2. LOCKSETS AND LATCHSETS: CYLINDER TYPE, HAGER 3400 SERIES OR APPROVED EQUAL.3. LOCK CYLINDERS: INTEGRAL TYPE.4. LEVER TRIM SET: ADA LEVER-TYPE, "AUGUST" BY HAGER OR APPROVED EQUAL. PROVIDE INTEGRAL KNURLING WHERE REQUIRED.5. KEYING: OWNER'S REQUIREMENTS FOR KEYING AND CONTROL SYSTEMS.6. HINGES AND BUTTS: FULL-MORTISE TYPE, COMMERCIAL GRADE (SPRING HINGES WHERE INDICATED)7. CLOSERS AND DOOR CONTROL: HIGH FREQUENCY BARRIER-FREE TYPE.8. HARDWARE FINISHES: SATIN CHROME PLATED, ANSI/BHMA 626 (US32D).AUXILIARY MATERIALS:1. DOOR TRIM KITS: RELATED TRIM2. ASTRAGALS3. OVERHEAD STOPS4. SOUNDSTRIPPING/GASKETING5. WEATHERSTRIPPING6. PROTECTION PLATES7. FLOOR BUMPERS (HALF DOME) AND WALL BUMPERS8. SILENCERSDOOR HARDWARE SETARCHITECT WILL COORDINATE WITH GC & OWNER TO DEVELOP HARDWARE SET
CDFFFFCCDD+72" A.F.FGFIGFIGFIGFICD+48" A.F.FGFI3' - 4"13' - 8"10' - 0"34' - 8"9' - 5 1/2"6' - 8 1/2"2' - 4"10' - 7"30' - 0"17' - 8"5' - 4"11' - 8"5' - 0 1/2"5' - 5"5' - 7 1/2"7' - 7 1/2"4' - 1"4' - 4 1/2"8' - 0"5' - 0"5' - 0"BEDROOMH101CLOSETH103BATHH102BEDROOMH104CLOSETH106ENTRYH105KITCHENH108LIVING/ DININGH1071' - 0"15' - 0"1' - 0"14' - 11"2' - 5 1/2"5' - 4"11' - 0 1/2"3' - 9"2' - 9"11' - 2"5' - 0"3' - 0"2' - 9"2' - 3"21' - 2"5' - 5"3' - 5 1/2"20' - 1 1/2"5' - 5"9' - 1 1/2"1" / 12"3' - 8"H105H106H104H102H103H101H107W1W1W3W3P3P1P3P1P1E1E1E1E1P1P3P1P1A4.1h21A4.1h435PORCHH110UTILITYH109H1098' - 6"8' - 6"8' - 0"5' - 0"17' - 0"17' - 0"17' - 0"ALIGN11GENERAL NOTES1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL PREVAIL.2. ALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF MASONRY UNLESS NOTED OTHERWISE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ARCHITECT OF ANY CONFLICTS.3. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL LAYOUT INFORMATION.4. PARTITION TYPE 'P1' ARE TYPICAL THROUGHOUT PROJECT. REFER TO PLANS FOR LOCATIONS OF OTHER PARTITION TYPES.5. CONTRACTOR TO PROVIDE FEC'S AS SHOWN.MECHANICAL NOTES:1. SMOKE DETECTORS TO BE INSTALLED ACCORDING TO CODE.2. WATER HEATER TO BE INSTALLED IN MECHANICAL CLOSET. PLACE IN DRAIN PAN, DRAIN TO HUB DRAIN. 3. RANGE HOOD, DRYER VENTS AND BATHROOM FANS TO BE VENTED TO SOFFITS.4. SEAL ALL PLUMBING, ELEC., DUCT AND CABLE AND OTHER PENETRATIONS. 5. FOUNDATION TO BE A 4" RAISED CONCRETE SLAB. 6. INTERIOR FINISH: ALL FLOORS TO BE LVT 7. INTERIOR FINISH: ALL GWB WALLS TO BE PAINTED AS FOLLOWS: • WALLS - EGG SHELL (COLOR TO BE SELECTED BY ARCHITECT)• CEILING - FLAT CEILING WHITE• WALLS & CEILINGS IN BATHROOMS TO BE SEMI-GLOSS ELECTRICAL NOTES:1. USE OF THE CONDUIT SYSTEM FOR EQUIPMENT GROUNDING SHALL NOT BE ACCEPTABLE. IN EACH SEPARATE CONDUIT, GREEN GROUND WIRE SHALL BE RUN WITH CIRCUIT CONDUCTORS 2. ELECTRICIAN TO WIRE AS NECESSARY FOR THE CODE COMPLIANT INSTALLATION OF SMOKE DETECTORS. 3. ELECTRICAL SHALL PULL LINES FOR CABLE AND TVMECHANICAL:1 1/2 TON UNIT, CARRIER FlE OR EQUAL, SPLIT SYSTEM HEAT PUMP, SEER 14, 8.2 HSPS, MOUNTED IN WALL ELECTRICAL:EACH HOUSE SHALL HAVE A 125 AMP PANEL DUPLEX OUTLETS: IN LIVING ROOMS & BEDROOMS, WIRE TOP PLUG TO LIGHT SWITCHPLUMBING:EACH HOUSE SHALL HAVE A 40 GALLON LOW BOY WATER HEATERXPARTITION/ASSEMBLY TYPE - SEE SHEET G4.0AIR HANDLING UNITWATER HEATERFLOOR PLAN KEYNOTEELECTRICAL PLAN KEYNOTEDUPLEX RECEPTACLE, 20 AMP (15 AMP RESIDENTIAL, UON), 120 VOLT, 18" A.F.F. TO CENTER UNLESS OTHERWISE NOTED."GFI"INDICATES GROUND FAULT CIRCUIT INTERRUPTER TYPE.208V RECEPTACLESINGLE POLE SWITCH, 20A, 120/277 VOLT, 48" A.F.F. TO CENTER.- "3" INDICATES 3-WAY SWITCH.- "4" INDICATES 4-WAY SWITCH.- "F" INDICATES FAN SWITCH- "D" INDICATES DIMMER SWITCH OF TYPE TO SUIT LOAD.CABLE TV OUTLET, 18" A.F.F. TO CENTER, UNLESS OTHERWISE NOTED.TELEPHONE OUTLET, 18" A.F.F. TO CENTER OR ALIGN MOUNTING HEIGHT WITH ADJACENT DEVICE, UNLESS OTHERWISE NOTED.DATA OUTLET, 18" A.F.F. TO CENTER OR ALIGN MOUNTING HEIGHT WITH ADJACENT DEVICE, UNLESS OTHERWISE NOTED. 1(2) 12" DEEP VINYL-COATED WIRE SHELVING SYSTEM WITH INTEGRAL CLOTHES HANGER AT ALL TYPE 'A' UNIT CLOSETS UNLESS NOTED OTHERWISE -TOP OF SHELVING AT 42" AND 72" AFF10":12"10":12"10":12"10":12"10":12"FIXTURE KEYNOTEPROGRESS LIGHTING P300343-31M LEAGUE COLLECTION TREE-LIGHT WALL MOUNT LED VANITY FIXTURE WITH MATTE BLACK FINISHEXHAUST FANCEILING FAN WITH FLOUR LIGHT -RP LIGHTING -1071 LED ALDEA -4 BLADE, 52" SWEEP, PULL CHAIN WITH MATTE BLACK FINISHRECESSED LED FIXTURE -RP LIGHTING -8563 -6" LED REFLECTORWITH CLEAR FINISH WALL MOUNTED SCONCE LIGHT FIXTURE-PROGRESS LIGHTING 5" LED WALL MOUNT DOWNLIGHT P5674-31 CYLINDER WITH BLACK FINISH13" ROUND JUNO SLIMFORM LED SURFACE MOUNT DOWNLIGHT WITH WHITE FINISHWALL MOUNT LED LIGHT FIXTURE-13" ROUND JUNO SLIMFORM LED SURFACE MOUNT DOWNLIGHT WITH WHITE FINISHUNRATED GWB CEILING / SOFFIT PROGRESS LIGHTING P900003-031-27 LED 3 HEAD BLACK AC TRACK KIT WITH SUSPENSION KIT7" ROUND JUNO SLIMFORM LED SURFACE MOUNT DOWNLIGHT WITH WHITE FINISH8'-0"TO OUTLETTO OUTLETTO OUTLET14582T CH AP ELHILLNCCETIHCRADERETSIGER NORTHCAROLINARJ.ESITO.DLANOD,50404CHAP ELHILLNCNORTHCAROLINAAP,STCETIHCRARETSEIKESITNOITAROPROCLARUTCETIHCRADERETSIGERPRELIMINARY -NOT FOR CONSTRUCTIONThese drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:SheetSAWMILLVILLAGEBURNSVILLE, NC210103/24/2022A1.1hFLOOR PLAN - UNIT H - TYPE A1/4" = 1'-0"1FLOOR PLAN- UNIT H - TYPE A2' 4' 8'01/8" = 1'-0"3ROOF PLAN- UNIT H- TYPE A1/4" = 1'-0"2ELECTRICAL PLAN- UNIT H - TYPE A2' 4' 8'0AREA : 700 SF04' 8' 16'01 NCFHA COMMENTS 09/01/2022
WINDOWS : ARGON FILLED, LOW-E COATEDWITH SOLAR FILM WITHOUT GRILLESU-FACTOR 0.29 MAX.SHGC 0.21 MAX.VISUAL TRANSMITTANCE 0.49 MIN.EXTERIOR DOORS : INSULATED, EXT. DOORS, MAX 45% GLAZING, MIN. U-FACTOR 0.35ELEVATION KEYNOTESPREFIN STANDING SEAM 26-GAUGE METAL ROOF AND FASCIA- SEE ROOF PLANEXTERIOR INSULATION AND FINISH SYSTEM (EIFS) WALL CLADDING OVER RIGID INSULATION BOARDSCHEDULED DOOR/FRAMECEMENTITIOUS LP SMART SIDING, 8" EXPOSURECEMENTITIOUS PANEL WITH CEMENTITIOUS TRIMSTRUCTURAL WOOD COLUMN/ BEAMRAMP AND GUARDRAIL W/ HANDRAIL SYSTEM , TYP AT TYPE A UNITSEXTERIOR LIGHT FIXTURE, SEE ELECTRICAL DRAWINGSCEMENTITIOUS LP SMART SIDING, 4" EXPOSURE123456789W15927W16592W3595362W3387592W1MARVIN ELEVATE CASEMENT 2 WIDEW2MARVIN ELEVATE CASEMENT PICTUREW3MARVIN ELEVATE CASEMENT RO: 5' - 5"RO: 2' - 9"WINDOW TYPESRO: 3' - 11 5/8"W5MARVIN ELEVATE CASEMENT 3 WIDERO: 3' - 11 1/8"RO: 3' - 11 3/8"RO: 2' - 1"RO: 8' - 1"RO: 2' - 11 5/8"RO: 2' - 9"W4MARVIN ELEVATE CASEMENT PICTUREHEAD HEIGHT7' - 0"HEAD HEIGHT7' - 0"HEAD HEIGHT6' - 0"4582T CH AP ELHILLNCCETIHCRADERETSIGER NORTHCAROLINARJ.ESITO.DLANOD,50404CHAP ELHILLNCNORTHCAROLINAAP,STCETIHCRARETSEIKESITNOITAROPROCLARUTCETIHCRADERETSIGERPRELIMINARY -NOT FOR CONSTRUCTIONThese drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:SheetSAWMILLVILLAGEBURNSVILLE, NC210103/24/2022A2.1hEXTERIOR ELEVATIONS - UNIT H2' 4' 8'02' 4' 8'01/4" = 1'-0"4UNIT H - NORTH ELEVATION1/4" = 1'-0"3UNIT H - EAST ELEVATION1/4" = 1'-0"2UNIT H- WEST ELEVATION1/4" = 1'-0"1UNIT H-SOUTH ELEVATION2' 4' 8'02' 4' 8'0
LEVEL 10' - 0"TOP OF WALL8' -1 1/8"1/2" GWB /2X6 WD STUDS @ 24" OC(8'-0" PRE-CUT) /R-20 (MIN) BATT INSULATION/ 1/2" OSB/ WRB, TAPESEAMS/LP SMART SIDINGBOTTOM PLATE = TREATED 2X6 SILL PLATE W/ SILL PLATE GASKET8" CMU FILLED -TYP 1 1/2"SET BACK FROM THE FACE OF THE STUDTYP FOOTING: SEE STRUCTURAL26 GAUGE STANDING SEAM METAL PANELS / 1/2"OSB SHEATING / 2X12 WD STUD/ R-25 (MIN) BATT INSULATION/ 1/2" GWB2" THICK R-10 RIGID SLAB INSULATION2" THICK R-10 RIGID PEREMETER UNDER SLAB INSULATION EXTEND DOWN TO FOOTINGSTONE BASEPVC COATED COIL WRAPPED FACIAEIFS-EXTERIOR INSULATION FINISHING SYSTEM 10" 12"10" 12"3' - 0"A3.1g2METAL TERMITE SHIELDPVC COATED COIL WRAPPED FACIA1X10 WD4X1 WD BLOCK15/32" OSB ROOF SHEATHING W/ CLIPS26 GAUGE STANDING SEAM METAL ROOF ON SYNTHETIC ROOF UNDER-LAYMENTR-25 BATT INSUL4582T CH AP ELHILLNCCETIHCRADERETSIGER NORTHCAROLINARJ.ESITO.DLANOD,50404CHAP ELHILLNCNORTHCAROLINAAP,STCETIHCRARETSEIKESITNOITAROPROCLARUTCETIHCRADERETSIGERPRELIMINARY -NOT FOR CONSTRUCTIONThese drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:SheetSAWMILLVILLAGEBURNSVILLE, NC210103/24/2022A3.1hSECTION - UNIT G & H1/2" = 1'-0"1UNIT G & H - BUILDING SECTION1' 2'4'8'01 1/2" = 1'-0"2UNIT G & H - SECTION DETAIL - FASCIA
321816618164615' - 0"7' - 0"8"3' - 10"2' - 10"3' - 10"2' - 2"1' - 9"19363892633' - 0"514153732KNEE SPACE3' - 0"1' - 9"32151437136163712413' - 0"7' - 0"2' - 0"3' - 0 1/2"F2' - 0"1' - 1"F1' - 3"3' - 0"2' - 0"2' - 10"1' - 6"3' - 0"1' - 3"KNEE SPACECORRIDOR19223821213532213112' - 0"2' - 11"0"2' - 6"3' - 0"2' - 7" CLEAR3' - 0"1' - 6"2' - 10"KNEE SPACE1' - 1"F1' - 3"2' - 6"2' - 6"3' - 0"1' - 9"1910213921283532291' - 3"34212114582T CH AP ELHILLNCCETIHCRADERETSIGER NORTHCAROLINARJ.ESITO.DLANOD,50404CHAP ELHILLNCNORTHCAROLINAAP,STCETIHCRARETSEIKESITNOITAROPROCLARUTCETIHCRADERETSIGERPRELIMINARY -NOT FOR CONSTRUCTIONThese drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:SheetSAWMILLVILLAGEBURNSVILLE, NC210103/24/2022A4.1hUNIT H - INTERIOR ELEVATIONS -TYPE AINTERIOR ELEVATION KEYNOTES1. WALL MOUNTED HAND HELD SHOWER SPRAYER - MIN 60" LONG2. SURFACE-MOUNTED STAINLESS STEEL TP DISPENSER3. DROP-IN CERAMIC SINK4. WALL MOUNTED SOAP DISH5. 24" BRUSHED NICKEL TOWEL BAR6. STAINLESS STEEL SHOWER CURTAIN ROD7. WALL MOUNTED SHOWER HEAD8. SHOWER CONTROLS9. FINISHED CABINET END10. SLIDE-IN RANGE/OVEN - FRONT CONTROLS AT TYPE A UNITS11. 30"x 60" PREFAB FIBERGLASS SHOWER BASE12. 36"X 60" PREFAB ROLL-IN SHOWER WITH GRAB BARS AND REMOVABLE SEAT13. CERAMIC TILE SHOWER/ BATHTUB SURROUND14. 36" STAINLESS STEEL GRAB BAR15. 42" STAINLESS STEEL GRAB BAR16. 18" STAINLESS STEEL GRAB BAR17. 24" STAINLESS STEEL GRAB BAR18. FOLD-UP SHOWER SEAT BY SHOWER/TUB MANUFACTURER19. 1 1/2" PLASTIC LAMINATE COUNTERTOP WITH 4" HIGH BACKSPLASH & SIDESPLASH20. 24" DEEP WOOD VENEER CABINET W/ CONCEALED HINGES & ADJUSTABLE SHELVES21. 12" DEEP WOOD VENEER WALL CABINETS W/ CONCEALED HINGES AND ADJUSTABLE SHELVES22. DROP-IN SS DOUBLE BOWL SINK, 5" DEEP; REAR DRAINING - TYP. AT TYPE A UNIT KITCHENS23. SCHEDULED WINDOW- SEE ELEVATION SHEET24. ENERGY STAR RATED REFRIGERATOR - TOP FREEZER25. ABOVE RANGE MICROWAVE OVEN WITH EXHAUST FAN AND LIGHT26. LIGHT FIXTURE - SEE ELECTRICAL DWGS.27. SLIDE-IN RANGE/OVEN WITH REAR CONTROLS (DROP-IN W/ FRONT CONTROLS AT HC UNITS)28. EXHAUST FAN AND LIGHT AT TYPE A UNITS29. 'D' SHAPED CABINET PULLS30. REMOVABLE HC-COMPLIANT PANEL TO MATCH CABINETRY & CONCEAL PIPES/TRAP31. ENERGY STAR RATED DISHWASHER - ADA COMPLIANT AT TYPE A UNTS32. WOOD BASE - PAINT33. 21" DEEP WOOD VENEER VANITY CABINETS WITH CONCEALEDHINGES AND DRAWERS34. ENERGY STAR RATED REFRIGERATOR - SIDE-BY-SIDE35. DUPLEX ELECTRICAL OUTLET - SEE ELECTRICAL DWGS36. 36" WIDE 42" HIGH MIRROR 37. SURFACE-MOUNTED STAINLESS STEEL TP DISPENSER38. REMOVABLE ADA-COMPLIANT ANGLED PANEL TO MATCH CABINETRY AND CONCEAL PIPES AND TRAP39. FRP SPLASH GUARD ANCHORED TO WALL40. 36"X 60" PREFAB FIBERGLASS SHOWER BASE41. BLOCKING FOR GRAB BAR INSTALATION1' 2'4'01' 2'4'01' 2'4'01/2" = 1'-0"5UNIT H - BATH ELEVATION - TYPE A1/2" = 1'-0"3UNIT H - BATH ELEVATION - TYPE A1/2" = 1'-0"4UNIT H - BATH ELEVATION -TYPE A1' 2'4'01' 2'4'01/2" = 1'-0"2UNIT H - KITCHEN ELEVATION - TYPE A1/2" = 1'-0"1UNIT H - KITCHEN ELEVATION - TYPE A1 NCFHA COMMENTS 09/01/2022
F2WD FRAME DOUBLE DOORNote: All frame face widths to be 2 inches unless otherwise noted.SEE SCHEDSEE SCHEDULEF1WD FRAME W/PTD WD CASING EACH SIDESEE SCHEDULESEE SCHEDULEF3WD FRAME W/ GLASS SIDE LITE 1X1 PTD WD BACKBANDSEE SCHEDULESEE SCHEDULE1' -2" WIDED12-PANEL,SOLID CORE MOLDED6"6"10"6"SEE SCHED6"D3MARVIN 3 PANEL SLIDING FRENCH DOORD2SOLID CORE, FLUSHSEE SCHEDSEE SCHEDSEE SCHED7' - 0"11' - 11 1/2"1. ANY SPACE OR SURFACE NOT SPECIFICALLY ADDRESSED ON THE SCHEDULE IS TO BE COORDINATED WITH ARCHITECT PRIOR TO STARTING FINISHES IN THAT AREA. ASSUME THAT ALL EXISTING SURFACES (TO REMAIN) ARE TO BE PRIMED AND PAINTED AS PART OF NEW WORK.2. REFER TO INTERIOR ELEVATIONS AND DETAILS FOR MATERIALS AND FINISHES AT MILLWORK AND OTHER BUILT-IN ITEMS.3. WHERE FLOOR FINISHES EXTEND FROM ONE ROOM TO ANOTHER, PATTERN AND DIRECTION TO BE CONTINUOUS ACROSS THRESHOLD.4. ALL INTERIOR WOOD TRIM, CASINGS, STOOLS, AND SKIRTS TO BE PAINTED, UNLESS NOTED OTHERWISE. 5. MOLD/MOISTURE RESISTANT GYP BOARD TO BE INSTALLED AT ALL BATHROOMS, LAUNDRY ROOMS, AND MECHANICAL/UTILITY CLOSETS, LINEN CLOSETS, AND BEHIND THE SINK BASE CABINETS IN THE KITCHENS, TYPICAL, AND WHERE NOTED ON SCHEDULE.6. MAXIMUM REDUCER OR THRESHOLD HEIGHT AT ANY TRANSITION NOT TO EXCEED 1/2"7. ALL CEILINGS TO HAVE A SMOOTH FINISH.8. AT ALL AREAS TO RECEIVE LVT, INSTALL WOOD BASE.9. ALL FINISHES TO BE REVIEWED AND APPROVED PER 2018 NCBC SECTION 803.1.CONC -CONCRETE, EXPOSED & SEALEDCPT -CARPETGWB -GYPSUM WALL BOARD, PAINTEDLVT -LUXURY VINYL TILE PLANKSM-GWB -MOLD/MOISTURE RESISTANT GWB, PTD W/ SEMI-GLOSS FINISHOPEN -OPEN TO ABOVE/BEYONDPNT -PAINT(ED)RB -RUBBER BASE (4" COVE)VCT -VINYL COMPOSITION TILEWD -WOOD, PAINTEDWD-D -WOOD DECKING (PRESSURE TREATED)VSI -VINYL SIDINGVSO -VINYL SOFFITSTL -STEELFINISH SCHEDULE NOTES13. ALL INTERIOR FINISHES TO MEET TABLE 803.11 OF THE 2018 NCBC AND CHAPTER 8 OF THE NC FIRE CODE. PER TABLE 803.11:GROUP A - ROOMS AND ENCLOSED SPACES: CLASS C; CLASS II FOR FLOOR FINISHESGROUP B - ROOMS, ENCLOSED SPACES AND CORRIDORS: CLASS C; CLASS II FOR FLOOR FINISHESGROUP R-2 - ROOMS, ENCLOSED SPACES AND CORRIDORS: CLASS C; CLASS II FOR FLOOR FINISHESREFER TO PROJECT SPECS FOR ADD'L INFORMATION PERTAINING TO SPECIFIC PRODUCTS/MATERIALS.14. GC TO COORDINATE IN-WALL BLOCKING REQUIREMENTS WITH MILLWORK CONTRACTOR AND OTHER TRADES.15. CONTRACTOR TO PROVIDE ALL NECESSARY MATERIALS FOR A FINISHED INSTALLATION. MATERIALS INCLUDE (BUT ARE NOT LIMITED TO) FLOOR FINISH MATERIAL, SETTING MATERIALS & ADHESIVES, UNDERLAYMENT, REDUCER STRIPS, THRESHOLDS, EDGE STRIPS, AND EXPANSION JOINTS.16. FINAL LAYOUTS AND STARTING POINTS OF PATTERNS ARE TO BE VERIFIED WITH ARCHITECT PRIOR TO INSTALLATION. FLOORING MATERIAL SUPPLIER TO PROVIDE MATERIAL AND SEAMING LAYOUT DRAWING FOR APPROVAL PRIOR TO INSTALLATION.17. SEAMS, THRESHOLDS, AND FLOORING TRANSITIONS TO BE CENTERED ON DOORS, TYPICAL (UNO)18. FLOOR FINISHES ARE TO EXTEND BELOW OPEN COUNTERS, INTO KNEE SPACES AND APPLIANCE SPACES, AND INTO ANY ADDITIONAL SPACES THAT WILL BE VISIBLE AFTER INSTALLATION.19. SETTING MATERIALS AND ADHESIVES TO BE LOW-VOC. APPLICABLE PRODUCT DATA AND MSDS's ARE TO BE SUBMITTED BY SUPPLIERS/INSTALLERS FOR VERIFICATION.20. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION.21. SEE SPECIFICATIONS FOR MATERIAL INFORMATION.4582T CH AP ELHILLNCCETIHCRADERETSIGER NORTHCAROLINARJ.ESITO.DLANOD,50404CHAP ELHILLNCNORTHCAROLINAAP,STCETIHCRARETSEIKESITNOITAROPROCLARUTCETIHCRADERETSIGERPRELIMINARY -NOT FOR CONSTRUCTIONThese drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:SheetSAWMILLVILLAGEBURNSVILLE, NC210103/24/2022A5.1hUNIT H - DOOR & FRAMESCHEDULE & ROOM FINISHSCHEDULEDOOR FRAME TYPESUNIT H - DOOR SCHEDULERevision#DOORROOMDOOR FRAME SMOKECONTROL/FIRERATINGSTC HARDWARE COMMENTSNO.SIZETYPE MATERIAL FINISH GLAZING TYPE MATERIAL FINISHDETAILWD HGT THK JAMB HEAD SILLH101 BEDROOM 3' - 0" 7' - 0" 1 3/8" D1 SCM F1 WDH102 BATH 3' - 0" 7' - 0" 1 3/8" D1 SCM F1 WDH103 CLOSET 5' - 0" 7' - 0" 1 3/8" D1 SCM F2 WDH104 BEDROOM 3' - 0" 7' - 0" 1 3/8" D1 SCM F1 WDH105 ENTRY 3' - 0" 7' - 0" 1 3/4" D2 STL F3 STLINSULATED DOORH106 CLOSET 4' - 0" 6' - 8" 1 3/8" D1 SCM F2 WDH107 LIVING/ DINING 11' - 11 1/2" 7' - 0" 1 3/8" D3 STL - STLMARVIN 3 PANEL SLIDING FRENCH DOORH109 UTILITY 3' - 0" 7' - 0" 1 3/8" D1 SCM F1 WDUNIT H FINISH SCHEDULENUMBER ROOM NAME FLOOR BASEWALLCLG.REMARKSEAST NORTH SOUTH WESTH101 BEDROOM LVT WD GWB GWB GWB GWB GWBH102 BATH LVT WD M-GWB M-GWB M-GWB M-GWB M-GWBH103 CLOSET LVT WD GWB GWB GWB GWB GWB PROVIDE SHELF & HANGER RODH104 BEDROOM LVT WD GWB GWB GWB GWB GWBH105 ENTRY LVT WD GWB GWB GWB GWB GWBH106 CLOSET LVT WD GWB GWB GWB GWB GWB PROVIDE SHELF & HANGER RODH107 LIVING/ DINING LVT WD GWB GWB GWB GWB GWBH108 KITCHEN LVT WD GWB GWB GWB GWB GWB PROVIDE M-GWB BEHIND THE SINK BASE CABINETH109 UTILITY LVT WD M-GWB M-GWB M-GWB M-GWB M-GWBH110 PORCH CONC - OPEN VSI OPEN OPEN VSODOOR & FRAME NOTES1. ALL GLAZING IN EXTERIOR DOORS SHALL BE TEMPERED. DOUBLE PANE INSULATED GLASS TO MEET ENERGY CODE AND ENERGY STAR REQUIREMENTS FOR U-VALUE AND SHGC.2. DOOR MANUFACTURER SHALL VERIFY THAT ALL EXIT DOORS MEET ALL CODES FOR EGRESS.3. PROVIDE ALL NECESSARY INTERIOR AND EXTERIOR TRIM, CASINGS, BRICK MOULDS, ETC. AS REQUIRED FOR PROPER INSTALLATION OF DOORS.4. PROVIDE PROPER FLASHING AROUND ALL EXTERIOR DOORS. HOUSEWRAP/WRP MATERIAL SHALL NOT BE AN ACCEPTABLE FLASHING MATERIAL.5. ALL DOORS TO HAVE A MINIMUM OF 1'-6" FROM THE LATCH JAMB TO THE ADJACENT WALL ON THE PULL SIDE FOR ACCESSIBILITY.6. DOORS WITH CLOSERS SHALL HAVE A MINIMUM RETURN OF 1'-0" FROM THE LATCH JAMB TO THE ADJACENT WALL ON THE PUSH SIDE FOR ACCESSIBILITY. 7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ARCHITECT OF ANY CONFLICTS.DOOR TYPESDOOR HARDWARE NOTESABBREVIATIONSHCM -HOLLOW CORE MOLDEDSCWD -SOLID CORE WOODTMP -TEMPEREDWD -WOODPTD -PAINTEDPRE -PREFINISHEDALUM -ALUMINUMFG -FIBERGLASSHM -HOLLOW METALMAG -MAGNETIC HOLD OPENRPWD -ROT-PROOF WOODSCM -SOLID CORE MOLDED1. REFER TO FLOOR PLANS FOR DOOR HANDING, TYPICAL.2. MAXIMUM THRESHOLD HEIGHT NOT TO EXCEED 1/2".3. DOOR LEVERS AT MECHANICAL/ELECTRICAL CLOSETS (PUBLIC SPACES) TO HAVE INTEGRAL KNURLED FINISH PER ADA REQUIREMENTS.4. ALL DOOR HARDWARE TO MEET APPLICABLE CODES AND TO BE COORDINATED WITH PARTITION RATINGS AND EGRESS REQUIREMENTS.5. HARDWARE SUPPLIER TO PROVIDE ALL NECESSARY HARDWARE AND TRIM FOR COMPLETE, PROPERLY FUNCTIONING DOORS.6. ALL DOOR HARDWARE AND KEYING REQUIREMENTS TO BE COORDINATED WITH OWNER PRIOR TO PREPARATION OF SUBMITTALS.7. HARDWARE SETS ARE SHOWN FOR REFERENCE AND SERVE AS BASIS OF DESIGN. DOOR HARDWARE SUPPLIER TO HAVE MEETING WITH OWNER AND ARCHITECT TO REVIEW HARDWARE AND SECURITY REQUIREMENTS. HARDWARE SCHEDULE AND CUT SHEETS TO BE SUBMITTED FOR REVIEW AND APPROVAL. SUBMITTAL(S) TO UTILIZE SAME DOOR AND HARDWARE DESIGNATIONS AS SHOWN ON SCHEDULES.DOOR HARDWARE QUALITY & FINISH:1. QUALITY LEVEL: GRADE 2 STANDARD DUTY.2. LOCKSETS AND LATCHSETS: CYLINDER TYPE, HAGER 3400 SERIES OR APPROVED EQUAL.3. LOCK CYLINDERS: INTEGRAL TYPE.4. LEVER TRIM SET: ADA LEVER-TYPE, "AUGUST" BY HAGER OR APPROVED EQUAL. PROVIDE INTEGRAL KNURLING WHERE REQUIRED.5. KEYING: OWNER'S REQUIREMENTS FOR KEYING AND CONTROL SYSTEMS.6. HINGES AND BUTTS: FULL-MORTISE TYPE, COMMERCIAL GRADE (SPRING HINGES WHERE INDICATED)7. CLOSERS AND DOOR CONTROL: HIGH FREQUENCY BARRIER-FREE TYPE.8. HARDWARE FINISHES: SATIN CHROME PLATED, ANSI/BHMA 626 (US32D).AUXILIARY MATERIALS:1. DOOR TRIM KITS: RELATED TRIM2. ASTRAGALS3. OVERHEAD STOPS4. SOUNDSTRIPPING/GASKETING5. WEATHERSTRIPPING6. PROTECTION PLATES7. FLOOR BUMPERS (HALF DOME) AND WALL BUMPERS8. SILENCERSDOOR HARDWARE SETARCHITECT WILL COORDINATE WITH GC & OWNER TO DEVELOP HARDWARE SET
PRELIMINARY -
NOT FOR
CONSTRUCTION These drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:Sheet119 E. Franklin St. Suite 300Chapel Hill, NC 27514Tel: 919.967.0158Fax: 919.967.0159www.tisekiester.comk-dekaydos-danielsengineers, pllc400-201 w morgan stT 919 828 4966raleigh nc 27603F 919 828 4967nc firm license #P-0279www.kaydos-daniels.comSAWMILLVILLAGEBURNSVILLE, NC2101 KDE# 2206705/10/2022S0.1STRUCTURALGENERAL NOTES1.0.11.0.21.0.31.0.41.0.51.0.61.0.71.0.81.0.91.0.101.0.111.0.121.0.131.0.142.0.12.0.22.0.32.0.42.0.62.0.72.0.82.0.92.0.102.0.52.0.112.0.122.0.132.0.14STRUCTURAL NOTES2.0FOUNDATION:1.0GENERAL NOTES:4.3ADHESIVE, ANCHOR RODS AND REBAR INHARDENED CONCRETE (EPOXY ANCHORS):THE FOOTING EXCAVATIONS SHALL BE KEPT FREE FROM LOOSE MATERIALAND STANDING WATER AND SHALL BE NEAT AND TRUE TO LINE BEFORE ANYCONCRETE IS PLACED. EXCAVATION SHALL BE CHECKED AND APPROVED BY AQUALIFIED GEOTECHNICAL ENGINEER TO ENSURE COMPLIANCE WITH THEREQUIREMENTS OF THE GEOTECHNICAL REPORT.ALL SITE GRADING WORK SHALL BE PERFORMED UNDER THE DIRECTOBSERVATION OF THE GEOTECHNICAL ENGINEER. ANY DEVIATIONS IN SOILSCONDITIONS FROM THOSE DESCRIBED IN THE GEOTECHNICAL REPORT ARETO BE REPORTED TO THE ARCHITECT/ENGINEER & GEOTECHNICALENGINEER IMMEDIATELY.ALL ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEWCONSTRUCTION SHALL BE REMOVED.A.B.C.D.TYPICAL DETAILS SHALL BE USED WHENEVER APPLICABLE WHETHERSPECIFICALLY REFERENCED OR NOT.DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES.REFER TO ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, UNLESSOTHERWISE NOTED.SIZE AND LOCATION OF INTERIOR AND EXTERIOR NON-BEARINGPARTITIONS.SIZE AND LOCATION OF CURBS, FLOOR DRAINS, SLOPES, DEPRESSEDAREAS, CHANGES IN LEVEL, RAMPS, CHAMFERS, GROOVES, INSERTS, ETC.,EXCEPT AS SHOWN.SIZE AND LOCATION OF FLOOR AND ROOF OPENINGS, EXCEPT AS SHOWN.FLOOR AND ROOF FINISHES.STAIR FRAMING AND DETAILS, EXCEPT AS SHOWN.DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THEFOLLOWING:PIPE RUNS, SLEEVES, HANGERS, TRENCHES, SLAB OPENINGS, ETC.,EXCEPT AS SHOWN OR NOTED.ELECTRICAL CONDUITS, BOXES, OUTLETS.CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL AND PLUMBINGFIXTURES.SIZE AND LOCATION OF MACHINE AND EQUIPMENT BASES, ANCHORBOLTS, ETC.ASTM REFERENCES ARE FROM THE LATEST ISSUE AND LATEST REVISION,UNLESS OTHERWISE NOTED.CONSTRUCTION MATERIALS, IF PLACED ON STRUCTURAL MEMBERS, SHALL BESPREAD OUT SUCH THAT THE LOADING DOES NOT EXCEED THE DESIGN LIVELOADS. PROVIDE SHORING AND BRACING WHERE CONSTRUCTION LOADINGEXCEEDS THE DESIGN STRENGTH OF THE STRUCTURAL MEMBERS OR THESTRUCTURAL STRENGTH HAS NOT BEEN ATTAINED OR THE STRUCTURE IS NOTCOMPLETE.THE CAD DRAWING FILES ARE THE PROPERTY OF THE EOR AND WILL NOT BERELEASED TO THE CONTRACTOR OR SUBCONTRACTOR FOR THEIR USE.STRUCTURAL DRAWINGS TO BE USED IN CONJUNCTION WITH ARCHITECTURALFOOTING DEPTHS SHOWN ARE A MINIMUM AND MAY REQUIRE DEEPENING PERDIRECTION OF THE GEOTECHNICAL ENGINEER.NOT USED.A.B.C.D.E.F.G.FOOTINGS SHALL BEAR ON FIRM UNDISTURBED OR COMPACTED SOIL PERRECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.WALL FOOTINGS ARE CONTINUOUS POURED CONCRETE WITH CONTINUOUSREINFORCING PLACED 3" CLEAR OF BOTTOM AND SIDES.UNLESS OTHERWISE NOTED, WALL FOOTINGS ARE CENTERED UNDER WALLSAND COLUMN FOOTINGS UNDER COLUMNS.EXAMINE THE STRUCTURAL DRAWINGS AND THESPECIFICATIONS AND NOTIFY THE ENGINEER & CONTRACTINGOFFICER OF ANY DISCREPANCIES IN ELEVATIONS, DIMENSIONS, AND SITECONDITIONS INCLUDING ERRORS BEFORE PROCEEDING WITH ANY WORK.OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THEDRAWINGS (AND SPECIFICATIONS) SHALL BE RESOLVED IN WRITING WITH THEENGINEER/ARCHITECT PRIOR TO START OF WORK.NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL MEMBERS UNLESSSPECIFICALLY DETAILED OR APPROVED BY THE ENGINEER & CONTRACTINGOFFICER.THE DRAWINGS (AND SPECIFICATIONS) REPRESENT THE COMPLETEDSTRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.PROVIDE ALL MEASURES AND MEANS NECESSARY TO PROTECT PERSONS ANDTHE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE,BUT NOT BE LIMITED TO BRACING, SHORING, ETC. OBSERVATION VISITS BY THEARCHITECT OR ENGINEER DOES NOT INCLUDE REVIEW OF THESE MEASURES.INVESTIGATE THE SITE DURING CLEARING AND EXCAVATION FOR UNSUITABLECONDITIONS, UNCONSOLIDATED AND UNDOCUMENTED FILLS, BURIEDSTRUCTURES, UTILITIES, ETC., AND IMMEDIATELY NOTIFY THEARCHITECT/ENGINEER OF ANY SITE CONDITIONSNOT REFLECTED ON THE DRAWINGS OR DIFFERENT FROM MAXIMUM ORMINIMUM DIMENSIONS INDICATED, INCLUDING CONFLICT IN GRADES, ADVERSESOIL CONDITIONS, GROUNDWATER PRESENT, DEEPENED FOOTINGS,UNCOVERED AND UNEXPECTED UTILITY LINES, ETC.DETERMINE THE LOCATION OF UTILITY SERVICES IN AREAS TO BEEXCAVATED BEFORE BEGINNING EXCAVATION. EXERCISE EXTREMECAUTION IN EXCAVATING AND TRENCHING. DAMAGE CAUSED AS A RESULTOF FAILING TO EXACTLY LOCATE AND PRESERVE ALL EXISTINGUNDERGROUND UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR.PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE, GROUND,AND OR SEEPAGE WATER.PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING ANDSHORING REQUIRED TO SAFELY RETAIN ALL GRADES.UTILITY TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED IN LAYERSTO THE APPROVAL OF THE GEOTECHNICAL ENGINEER.A.GEOTECHNICAL REPORT AND ALL SUPPLEMENTAL REPORTS OR ADDENDASHALL BE KEPT ON THE JOB SITE AT ALL TIMES.GEOTECHNICAL ENGINEER SHALL VERIFY IN WRITING TO THEARCHITECT/ENGINEER THAT SITE GRADING WORK COMPLIES WITH ALL OFTHE RECOMMENDATIONS AND CONCLUSIONS OF THE GEOTECHNICALREPORT. SUBMIT COMPACTION TEST REPORTS FOR ALL FILL BY A QUALIFIEDTESTING LAB TO ARCHITECT/ENGINEER BEFORE FOUNDATION PLACEMENT.ALL LOOSE SOIL AND FILL DIRT SHALL BE COMPACTED PER GEOTECHNICALREPORT AND TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEERTO A MINIMUM OF 95% MAXIMUM DENSITY.THE PROJECT SPECIFICATIONS (A BOOK OF SPECIFICATIONS WHEN PROVIDED)ARE A PART OF THE CONTRACT DOCUMENTS. IF THERE IS A DISCREPANCYFOUND BETWEEN THE SPECIFICATIONS AND THE DRAWINGS, SPECIFICATIONSTAKE PRECEDENCE, HOWEVER THE MATTER SHALL BE PROMPTLY SUBMITTEDTO THE SEOR FOR CLARIFICATION. ANY WORK PERFORMED BY THECONTRACTOR WITHOUT SUCH A CLARIFICATION SHALL BE AT CONTRACTOR'SOWN RISK AND EXPENSE.CONCRETE: USE ONLY ADHESIVE ANCHOR SYSTEMS THAT HAVE BEEN ISSUED ANICC-ES REPORT IN ACCORDANCE WITH PROVISIONS OF OF ICC-ES AC308. ANCHORSYSTEM SHOULD BE APPROVED FOR USE IN CRACKED CONCRETE AND SEISMICDESIGN CATEGORIES A-F PER SECTION 2.0 OF THE ICC-ES EVALUATION SERVICESREPORT. ANCHOR SYSTEM SHALL BE INSTALLED PER REQUIREMENTS OF THE ICC-ESEVALUATION SERVICES REPORT FOR SPECIFIC ANCHOR, AND AS REQUIRED BY THEMANUFACTURER.FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSUREOF 2000 PSF TO BE CONFIRMED DURING CONSTRUCTION BY GEOTECHNICALENGINEER.3.0.13.0.23.0.33.0.43.0.53.0.63.0.73.0.83.0.93.0.103.0.113.0.12STRUCTURAL STEEL:3.0A. ANGLES AND CHANNELSASTM A36 (Fy=36 ksi)B. PLATESASTM A36 (Fy=36 ksi)C. HSS (RECTANGULAR)ASTM A500 GRADE B (Fy=46 ksi)ASTM F992 (Fy=50 ksi)D. WIDE FLANGETHE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE INACCORDANCE WITH "AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"AND STEEL CONSTRUCTION MANUAL AISC 360, LATEST ADOPTED EDITION. EXCEPTAS AMMENDED IN IBC CHAPTER 22.THE SEISMIC DESIGN OF STEEL STRUCTURES SHALL BE IN ACCORDANCE WITH"AISC SEISMIC PROVISIONS FOR STRUCTUAL STEEL BUILDINGS", INCLUDING ALLSUPPLEMENTS AISC 341 EXCEPT AS AMENDED IN IBC CHAPTER 22.ALL CONNECTIONS SHALL BE DETAILED IN ACCORDANCE WITH LATEST EDITION OFAISC "DETAILING FOR STEEL CONSTRUCTION". DESIGN CONNECTIONS FOR HALF OFTHE TOTAL UNIFORM LOAD PER AISC TABLES (UNO)STEEL FURNISHED FOR STRUCTURAL LOAD-CARRYING PURPOSES SHALL BEPROPERLY IDENTIFIED FOR CONFORMITY TO THE SPECIFIED GRADES SHOWNBELOW AND IN ACCORDANCE WITH ASTM STANDARDS AND PROVISIONS OF IBCCHAPTER 22. STEEL THAT IS NOT READILY IDENTIFIABLE AS TO GRADE FROMMARKING AND TEST RECORDS SHALL BE TESTED TO DETERMINE CONFORMITY TO:ALL COLUMN ENDS TO BE MILLED.ALL EXTERIOR STRUCTURAL STEEL PERMANENTLY EXPOSED TO THE WEATHERSHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION. ZINC COATING SHALLCONFORM TO ASTM A123 (G-60 U.O.N.).ALL STEEL FABRICATION SHALL BE PERFORMED IN AN APPROVEDFABRICATION SHOP.STEEL FABRICATOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL ANDSTRUCTURAL DRAWINGS.ALL METAL ITEMS, INCLUDING CONNECTORS, EXPOSED TO THE WEATHERSHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION.STRUCTURAL STEEL SHALL BE DELIVERED TO THE JOB SITE FREE OFEXCESSIVE RUST, MILL SCALE, GREASE, ETC.SUBMIT SHOP DRAWINGS TO THE STRUCTURAL ENGINEER FOR REVIEW PRIORTO FABRICATION FOR ALL STRUCTURAL STEEL MEMBERS AND ACCESSORIES. SHOPDRAWINGS SHALL INCLUDE CONNECTION DESIGN AND SHALL BE SEALED BY APROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA.ALL WELDING DONE AFTER GALVANIZING SHALL BE PROTECTED WITH TWOCOATS OF "GALVALOY", OR EQUAL. CONTRACTOR TO USE VENTILLATIONWHILE PERFORMING THIS WORK AS REQUIRED BY OSHA.ASTM F1554 GRADE 55E. ANCHOR BOLTS1.1DESIGN CRITERIA5.0.1STRUCTURAL WOOD FOR LOAD-BEARING WALL STUDS AND SILL PLATES SHALL BESPRUCE-PINE-FIR #2. ALL OTHER STRUCTURAL WOOD FOR FLOOR AND ROOF FRAMING SHALLBE SOUTHERN YELLOW PINE #2 (SYP#2). ALL STRUCTURAL WOOD SHALL HAVE A MAXIMUMMOISTURE CONTENT OF 19%, UNLESS NOTED OTHERWISE.5.0.2ALL WOOD MEMBERS AND DECKING PERMANENTLY EXPOSED TO WEATHER, SILL PLATES, ORANY WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.5.0.3WOOD MEMBERS SHALL NOT BE CUT FOR PLUMBING OR WIRING UNLESS DETAILED ON THEAPPROVED SHOP DRAWINGS.5.0.4FABRICATION AND ERECTION OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH THE LATESTEDITION OF AF&PA'S NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANDANSI/TPI 1.5..05TRUSS MANUFACTURER SHALL FURNISH SHOP DRAWINGS AND DESIGN CALCULATIONSPREPARED BY A PROFESSIONAL ENGINEER LICENSED IN NORTH CAROLINA. SHOP DRAWINGSSHALL INDICATE TRUSS END REACTIONS FOR CONNECTION VERIFICATION BYSTRUCTURAL-ENGINEER-OF-RECORD.5.0.6LAMINATED VENEER LUMBER (LVL) SHALL BE MICROLLAM LVL OR EQUIVALENT AND SHALL HAVETHE FOLLOWING MINIMUM MATERIAL PROPERTIES: FLEXURAL STRENGTH (Fb) = 2,600 PSI,MODULUS OF ELASTICITY (E) = 2,000 KSI.5.0STRUCTURAL WOOD:4.1.94.1.104.1.114.0CONCRETE:REINFORCING STEEL:4.1INTERIOR SLAB ON GRADEFOOTINGS & ALL OTHER CONCRETE MIN. f'c3,000 psi3,000 psiALL REINFORCING BARS SHALL BE PROVIDED WITH THE FOLLOWING CONCRETE COVER:SLAB ON GRADE REINFORCEMENT SHALL BE POSITIONED AT MID-DEPTH.SHOP DRAWINGS FOR SIZE AND LAYOUT OF REINFORCING REBARS ARE REQUIRED.4.0.11PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLAB ON GRADE AS SHOWN ON PLANSUNLESS SPECIFIED OTHERWISE. LOCATION OF JOINTS NOT SPECIFICALLY INDICATED SHALL BEREVIEWED BY THE STRUCTURAL ENGINEER & CONTRACTING OFFICER PRIOR TO PLACINGREINFORCING STEEL.4.0.12DRY PACK SHALL BE ONE PART CEMENT AND 2 3/4 PARTS SAND WITH JUST ENOUGH WATER TOHYDRATE CEMENT AND FORM A BALL SHOWING MOISTURE ON THE SURFACE WHEN SQUEEZED.IT SHALL BE RAMMED IN TIGHT TO MAXIMUM DENSITY ATTAINABLE, AND SHALL BE FROM APRODUCT THAT SPECIFIES A MINIMUM STRENGTH AT 28 DAYS OF 5000 psi.4.0.13NON-SHRINK GROUT SHALL BE FROM A PRODUCT THAT SPECIFIES A MINIMUM COMPRESSIVESTRENGTH AT 28 DAYS OF 7,000 psi PER ASTM C109. GROUTING OF BASE PLATES PRIOR TOPLUMBING OF COLUMN IS NOT PERMITTED.4.0.14PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED WITH A3/4" CHAMFER OR TOOLED EDGE, UNLESS OTHERWISE NOTED.4.0.15ALL CONCRETE WHICH DURING THE LIFE OF THE STRUCTURE WILL BE SUBJECT TO FREEZINGTEMPERATURES WHILE WET, SHALL HAVE A WATER CEMENT RATIO NOT EXCEEDING 0.45 BYWEIGHT AND SHALL CONTAIN ENTRAINED AIR PER ACI 614. SUCH CONCRETE SHALL INCLUDEEXTERIOR SLABS, PERIMETER FOUNDATIONS, EXTERIOR CURBS, ETC.4.0.1CEMENT SHALL CONFORM TO ASTM C150, TYPE I / II4.0.2AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C44, 1 1/2"MAXIMUM SIZE.4.0.3ADMIXTURES MAY NOT BE USED WITHOUT PRIOR APPROVAL OF THE ENGINEER. ADMIXTURESUSED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT REDUCE THE STRENGTHOF CONCRETE. FLY ASH (POZZOLAN) IF PERMITED BY SPECIFICATIONS SHALL NOT EXCEED 25%FOR SLAB ON GRADE AND 25% FOR ALL OTHER CONCRETE.4.0.4THE MIX DESIGN, INCLUDING PROPORTIONS OF MATERIALS FOR A ONE YARD BATCH, SHALL BESUBMITTED TO THE ENGINEER OF RECORD & CONTRACTING OFFICER FOR REVIEW PRIOR TOORDERING CONCRETE.4.0.5READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C94.4.0.6ALL REINFORCING BARS AND INSERTS SHALL BE SECURED IN PLACE PRIOR TO PLACINGCONCRETE.4.0.7CONDUITS EMBEDDED HORIZONTALY IN THE SLAB SHALL HAVE AN OUTSIDE DIAMETER NOGREATER THAN 1/4 THE THICKNESS OF THE SLAB. CONDUIT SHALL NOT BE EMBEDDED IN ASLAB THAT IS LESS THAN 4 1/2" THICK. EXCEPT FOR LOCAL OFFSETS, MIN. CLEAR DISTANCEBETWEEN CONDUITS SHALL BE 6".4.0.8NON-STRUCTURAL STEEL MEMBERS EMBEDDED IN CONCRETE SHALL BE GALVANIZED ORPAINTED. ALL DAMAGED GALVANIZED AREAS SHALL BE REPAIRED PRIOR TO EMBEDMENT.4.0.9ALL NORMAL WEIGHT CONCRETE SHALL HAVE A MAXIMUM DRY DENSITY OF 150 pcf. ALL LOWWEIGHT CONCRETE TO HAVE MAXIMUM DENSITY OF 115 pcf.4.0.10MINIMUM CONCRETE COMPRESSIVE STRENGTHS AT 28 DAYS.4.1.1DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS SHALL BE IN ACCORDANCEWITH ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETESTRUCTURES, ACI 415-LATEST ADOPTED EDITION.4.1.2ALL REINFORCING SHALL BE ADEQUATELY SUPPORTED TO PREVENT DISPLACEMENT BYCONCRETE PLACEMENT OR WORKERS.4.1.3ALL REINFORCING BARS EXCEPT BARS TO BE WELDED SHALL CONFORM TO THE "STANDARDSPECIFICATION FOR DEFORMED BILLET STEEL BARS FOR CONCRETE REINFORCEMENT", ASTMA615 GRADE 60. BARS TO BE WELDED SHALL CONFORM TO ASTM A706.4.1.4WELDING OF REINFORCING BARS TO BE IN ACCORDANCE WITH "STRUCTURAL WELDINGCODE-REINFORCING STEEL", AWS D1.4. REINFORCING STEEL TO BE WELDED SHALL HAVE AMAXIMUM CARBON EQUIVALENT (CE) OF 0.75. SPECIAL INSPECTION IS REQUIRED. TESTING ISREQUIRED FOR ALL WELDS THICKER THAN 5/16". USE ASTM A706 WELDABLE REBAR.4.1.5WHERE CONTINUOUS BARS ARE CALLED OUT IN FOOTINGS, SPLICES MAY BE USED. WHEREBARS ARE SHOWN SPLICED, THEY MAY RUN CONTINUOUS AT CONTRACTOR'S OPTION.4.1.6ALL REINFORCING BAR BENDS SHALL BE MADE COLD.4.1.7UNLESS OTHERWISE SHOWN, WALL VERTICAL REINFORCING SHALL BE POSITIONED AT THECENTER OF THE WALL.4.1.8DOWELS BETWEEN FOOTINGS AND WALLS SHALL BE THE SAME GRADE, SIZE, AND SPACING ASVERTICAL REINFORCING.DEFERRED SUBMITTALSTHE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTALDOCUMENTS HAVE BEEN REVIEWED BY THE ARCHITECT OR ENGINEER OF RECORD AND THAT THEYHAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING.1. SLAB ON GRADE CONTROL AND CONSTRUCTION JOINT LAYOUT (DOES NOT NEED TO BE SEALEDBY A PROFESSIONAL ENGINEER)THE ABOVE LISTED SUBMITTAL DOCUMENTS SHALL BE STAMPED AND SIGNED BY A REGISTEREDPROFESSIONAL ENGINEER IN THE STATE OF NORTH CAROLINA.3.0.13ALL EXPOSED STRUCTURAL STEEL SHALL HAVE FINISHES PER AISCARCHITECTURALLY EXPOSED STRUCTURAL STEEL SPECIFICATIONS4.2 UNIT MASONRY ASSEMBLIES:4.2.1 CONCRETE MASONRY UNITS (CMU) SHALL BE ERECTED AS LOAD BEARING CONCRETEMASONRY. COMPLY WITH ACI 530.1 "SPECIFICATION FOR MASONRY STRUCTURES" FORMATERIALS, METHODS, AND WORKMANSHIP AND ERECTION TOLERANCES.4.2.2 PROVIDE CONCRETE MASONRY UNIT (MIN 1900 PSI) SO THAT CMU ASSEMBLIES DEVELOPS AMINIMUM NET-AREA COMPRESSIVE STRENGTH (F'M) OF 1500 PSI AT 28 DAYS AND AS FOLLOWS:A. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 WITH A MINIMUMAVERAGE NET-AREA COMPRESSIVE STRENGTH OF 1900 PSI.B. WEIGHT CLASSIFICATION: NORMAL WEIGHT, UNLESS OTHERWISE NOTEDC. SIZE: MANUFACTURED TO DIMENSIONS 3/8" LESS THAN NOMINAL DIMENSIONS4.2.3 BRICK MASONRY ON THIS PROJECT THAT IS A NON-STRUCTURAL VENEER, REFER TOARCHITECTURAL PLAN AND SPECS FOR ALL MASONRY VENEER REQUIREMENTS, INCLUDINGBUT NOT LIMITED TO, FLASHING REQUIREMENTS, COURSING, CORBELING REQUIREMENTS,EXPANSION/CONTROL JOINT REQUIREMENTS AND SPACING AND WEEP LOCATION ANDSPACING.4.2.4 PROVIDE MORTAR AND GROUT MATERIALS AS INDICATED ON THE DRAWINGS ANDCONFORMING TO THE REQUIREMENTS LISTED BELOW. ALL CELLS CONTAININGREINFORCEMENT, CELLS BELOW GRADE, AND ANY LOCATIONS NOTED ON THE DRAWINGSSHALL BE GROUTED SOLID. DO NOT USE ADMIXTURES, INCLUDING AIR-ENTRAINING AGENTS,ACCELERATORS, RETARDERS, WATER-REPELLENT AGENT, ANTIFREEZE COMPOUNDS, OROTHER ADMIXTURES UNLESS OTHERWISE NOTED. DO NOT USE CALCIUM CHLORIDE IN MORTAROR GROUT.CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH:.........3"CONCRETE EXPOSED TO EARTH OR WEATHER:NO.6 THROUGH NO.18 BAR .........................................................................2"NO.5 BAR, W31 OR D31 WIRE, AND SMALLER ..........................................1 1/2"CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:SLABS, WALLS, JOISTS:NO.14 AND NO.18 BAR .................................................................................1 1/2"NO.11 BAR AND SMALLER ...........................................................................3/4"4.3.1ALL ADHESIVE ANCHOR INSTALLATIONS SHALL COMPLY WITH MANUFACTURER'S WRITTENINSTRUCTIONS AND SPECIFICATIONS, INCLUDING ANY ICC-ES REPORTS.4.3.2DUST SHALL BE BLOWN FROM THE HOLE WITH COMPRESSED AIR TO ENSURE PROPER ANCHORSEATING DEPTH AND TO PROVIDE A CLEAN BONDING SURFACE. ADDITIONALLY, THE HOLE SHALLBE BRUSHED WITH A NYLON BRUSH THEN BLOWN AGAIN WITH COMPRESSED AIR.4.3.3ADHESIVE SHALL ONLY BE APPLIED TO DRY SURFACES.4.3.4BASE MATERIAL TEMPERATURE MUST BE 40°F OR ABOVE AT TIME OF INSTALLATION. FOR BESTRESULTS, MATERIAL SHOULD BE 70°F-80°F.4.3.5WHEN INSTALLING EPOXY ANCHORS INTO MASONRY, ANCHORS SHALL BE INSTALLED IN SOLIDGROUTED CELLS ONLY.4.3.6CHEMICAL ANCHOR SYSTEMS:4.3.7ANCHOR RODS:ALL RODS SHALL BE ASTM A36 THREADED RODS WITH ASTM A563 GRADE A NUTS AND ANSIB18.22.1 TYPE A WASHERS, UNLESS OTHERWISE NOTED. ANCHORS DESIGNATED AS ASTM A193GRADE B7 THREADED RODS SHALL USE ASTM A563 GRADE DH HEAVY HEX NUTS AND ASTM F436WASHERS.4.3.8REINFORCEMENT BARS: ASTM A615 GRADE 60 STEEL.4.3.9REMOVE GREASE, OIL, RUST AND ANY OTHER LAITANCE FROM RODS AND DOWELS PRIOR TOINSTALLATION.4.3.10SPECIAL INSPECTION REQUIREMENTS WILL BE DICTATED BY SECTION 4.0 OF THE ICC-ESEVALUATION SERVICES REPORT. ANY SPECIAL INSPECTION SHALL VERIFY ANCHOR TYPE,ANCHOR DIMENSIONS, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, HOLEDIMENSIONS, ANCHOR SPACINGS, EDGE DISTANCES, SLAB THICKNESS, ANCHOR EMBEDMENT,AND TIGHTENING TORQUE.4.3.11CONTRACTOR'S OPTION TO USE OTHER MANUFACTURER'S PRODUCTS ONLY WITH PRIORAPPROVAL OF THE ENGINEER & CONTRACTING OFFICER. SUBMIT MANUFACTURER'SLITERATURE AND PRODUCT INSTALLATION FOR REVIEW.4.2 UNIT MASONRY ASSEMBLIES (CONTINUED):4.2.4 CONTINUEDA.MORTAR FOR MASONRY ASSEMBLIES SHALL BE TYPE S, CONFORMING TO ASTM C270B.GROUT FOR UNIT MASONRY SHALL BE FINE GROUT CONFORMING TO ASTM C476 AND HAVE AMINIMUM 28 DAY COMPRESSIVE STRENGTH ( FM ) OF 2000 PSI. GROUT SHALL HAVE A SLUMP OF 8TO 11 INCHES AS MEASURED ACCORDING TO ASTM C143. COMPLY WITH TABLE 1.15.1 IN ACI 530.1FOR DIMENSIONS OF GROUT SPACES AND POUR HEIGHT.1.BUILDING CODE.......................................................... 2018 NC STATE BUILDING CODE2.BUILDING CLASSIFICATION CATEGORY (TABLE 1604.5)............................................. II3.DESIGN LIVE LOADS:a)ROOF................................................................................................................. 20 PSFb)RESIDENTIAL ................................................................................................... 40 PSF4.SUPERIMPOSED DEAD LOADS:a)ROOF................................................................................................................. 20 PSF5.SNOW:a)GROUND SNOW LOAD.................................................................................... 15 PSFb)FLAT ROOF SNOW LOAD................................................................................ 20 PSFc)SNOW EXPOSURE FACTOR, Ce........................................................................... 1.0d)IMPORTANCE FACTOR, Is..................................................................................... 1.0e)THERMAL FACTOR, Ct........................................................................................... 1.06.WIND:a)ULTIMATE DESIGN WIND SPEED............................................................... 115 MPHb)NOMINAL DESIGN WIND SPEED................................................................... 90 MPHc)IMPORTANCE FACTOR, Iw.................................................................................... 1.0d)WIND EXPOSURE CATEGORY................................................................................ Be)INTERNAL PRESSURE COEFFICIENT........................................................... +/- 0.18f)ROOF COMPONENTS AND CLADDING (NOMINAL)................................. +/- 20 PSFg)WALL COMPONENTS AND CLADDING (NOMINAL)................................. +/- 22 PSFh)ROOF OVERHANG (NOMINAL) ................................................................. +/- 30 PSF7.SEISMIC:a)IMPORTANCE FACTOR, Ie..................................................................................... 1.0b)MAPPED SPECTRAL RESPONSE ACCELERATION, Ss................................ 0.299 Gc)ONE SECOND PERIOD SPECTRAL RESPONSE COEFFICIENT, S1........... 0.105 Gd)SITE CLASS................................................................................................................. De)SHORT PERIOD SPECTRAL RESPONSE COEFFICIENT, Sds......................0.311 Gf)ONE SECOND PERIOD SPECTRAL RESPONSE COEFFICIENT, Sd1...........0.167Gg)SEISMIC DESIGN CATEGORY.................................................................................. Ch)BASIC SEISMIC FORCE RESISTING SYSTEM................................................................LIGHT FRAME WOOD WALLS WITH STRUCTURAL WOOD SHEAR PANELSi)SEISMIC BASE SHEAR BUILDING .................................................................... V = 3Kj)SEISMIC RESPONSE COEFFICIENT, .................................................................0.048k)RESPONSE MODIFICATION FACTOR, ...................................................................6.5l)ANALYSIS PROCEDURE......................................... EQUIVALENT LATERAL FORCE
LOCATED IN INTERIOR WOOD STUD WALLTHICKENED SLAB AT PSL POST OR JACK STUDSSLAB ON GRADE -SEE PLAN NOTES(3) #5 EA. WAY1'-3"1'-3"12"LCPSL POST OR JACK STUDS& THICKENED SLAB2x PT SOLE PLATE W/1/2"Ø x 8" SIMPSONTITAN HD ANCHORS@ 4'-0" O.C.2'-6" SQUARESTRONG-WALLHIGH STRENGTHWOOD SHEARWALLPORTAL STRAPS &STRAP NAILINGNOT SHOWN FORCLARITYINTERIOR FACEEXTERIOR FACESECTION2x & OSB FURRING- SEE PLAN NOTESHEADER - SEE PLAN& PLAN NOTES2x & OSB FURRING- SEE PLAN NOTESSTRONG-WALLHIGH STRENGTHWOOD SHEARWALL(2) PORTALSTRAPS EA. SIDEWSWH TP PLATEON INTERIOR FACEHEADER - SEE PLAN& PLAN NOTESWSWH TP PLATECOUNTER BORESCREWSFURRING ASREQUIREDELEVATIONTO HEADER CONNECTONSIMPSON WSWH SHEARWALL PANELPRELIMINARY -
NOT FOR
CONSTRUCTION These drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:Sheet119 E. Franklin St. Suite 300Chapel Hill, NC 27514Tel: 919.967.0158Fax: 919.967.0159www.tisekiester.comk-dekaydos-danielsengineers, pllc400-201 w morgan stT 919 828 4966raleigh nc 27603F 919 828 4967nc firm license #P-0279www.kaydos-daniels.comSAWMILLVILLAGEBURNSVILLE, NC2101 KDE# 2206705/10/2022S0.2TYPICAL DETAILSLAP - SEESCHEDULE90° HOOK -SEE SCHEDULE90° HOOK -SEE SCHEDULECONTINUOUSREINFORCINGBARSPLACEMENT OF CONTINUOUS REINFORCING FORBOND BEAMS, FOOTINGS AND CONCRETE WALLSTYPICALCORNERLOCATIONTYPICALINTERSECTIONLOCATIONSTEPPED FOOTING2X (MIN.)X X
1'-0
"
(MI
N
.
)CONTINUOUS FOOTINGREINFORCINGTOP OF FOOTING - SEEPLAN & PLAN NOTESLAP - SEE SCHEDULE(TYP.)LAP - SEE SCHEDULE(TYP.)TOP OF FOOTING - SEEPLAN & PLAN NOTESCONTINUOUS FOOTINGREINFORCINGX = 8" (MIN.)WOOD STUD WALL HEADERS-SEE SCHEDULEPROVIDE (2) WOOD STUDSBENEATH WALL HEADERFOR BEARINGSEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF REQUIRED HEADERS.PROVIDE HEADERS AS SHOWN UNLESS NOTED OTHERWISE ON PLANS, SECTIONS, ORDETAILS FOR ALL OPENINGS WIDER THAN 1'-0".< 10'-0"(2) 2 X 6WOOD STUD WALL HEADER NOTES10'-0" < 13'-0"2.1.(2) 2 X 8OPENINGELEVATIONHEADER SIZEREMARKSSECTIONINTERIOR NON-LOAD BEARING WOOD STUD WALL HEADERS (2x4 WALLS)WOOD STUD WALL HEADERS13'-0" < 16'-0"(2) 2 X 10DIAPHRAM BOUNDARY(BEARING WALLS)BLOCKED DIAPHRAGM FASTENING(TO BE USED @ ALL ROOF AREAS)NOTE: NAILS ALONG PANEL PERIMETER SHALL NOTBE PLACED MORE THAN 3/8" FROM PANEL EDGE10d NAILS @ 4" O.C.AT DIAPHRAGM BOUNDARY10d NAILS @ 6" O.C. ATPANEL EDGESCONTINUOUS BLOCKING ORH-CLIPS AT ALL PANEL EDGES10d NAILS @ 1'-0" O.C.AT ALL INTERMEDIATEFRAMING MEMBERSROOF TRUSS TOPCHORD OR RAFTERTypical Construction Detail Notes1.2.Typical details shown on this sheet apply throughout the project, in all cases, unless noted otherwise.Typical details may not be specifically referenced on foundation plans or framing plans.TYPICAL CONSTRUCTION DETAILSNOT TO SCALEWALL HEADER - SEE SCHEDULEPROVIDE (2) WOOD STUDSBENEATH WALL HEADERFOR BEARINGSEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF REQUIRED HEADERS.PROVIDE HEADERS AS SHOWN UNLESS NOTED OTHERWISE ON PLANS, SECTIONS, ORDETAILS FOR ALL OPENINGS WIDER THAN 1'-0".WALL HEADER NOTES< 6'-0"6'-0" < 8'-0"2.1.(3) 2 X 10(3) 2 X 8OPENINGELEVATIONHEADER SIZEKING STUDS (EA. END)SECTIONLOAD BEARING WALL HEADERS (2x6 WALLS)8'-0" < 10'-0"(3) 2 X 12LUMBER FOR HEADERS SHALL BE SYP#2 U.N.O.3.(2)(2)(3)WOOD ROOF OPENING1'-0" SQ. OPNG.UP TO 2'-0"MIN 2 X 6 FRAME(MATCH EXISTINGFRAMINGVERIFY SIZE & LOCATIONOF OPENINGINTERIOR WOOD STUD WALLTHICKENED SLAB AT LOAD BEARINGSLAB ON GRADE -SEE PLAN NOTES(2) #5 CONT.8"8"12"LCWALL & THICKENED SLAB2x PT SOLE PLATE W/1/2"Ø x 8" SIMPSONTITAN HD ANCHORS@ 4'-0" O.C.8d NAILS @ 1'-0" O.C.AT ALL INTERMEDIATEFRAMING MEMBERS8d NAILS @ 4" O.C. ATPANEL EDGES2 X WALL STUDS1/2" PLYWOOD OR O.S.B.SHEATHING PLACEDHORIZONTALLY IN ARUNNING BOND PATTERNSHEAR PANEL FASTENING(TO BE USED @ ALL EXTERIOR WALLS)LAP (in.)BARSIZE90° HOOK (in.)#4#52936LAP SPLICE AND 90° HOOK SCHEDULETOP BARS*OTHER BARS2228810REINFORCING BAR LAP & HOOK SCHEDULEFOR CAST-IN-PLACE CONCRETE3" CLEAR (TYP.)6" MIN.EMBED.EXIST. FTG.SEE SECTIONSHILTI HIT-HY 200ANCHOR SYSTEMEXISTING FOOTING TOREMAIN - ROUGHEN FACETO 1/4" AMPLITUDECONNECTION TO EXISTING FOOTINGTOP / FTG ELEV.MATCH EXIST.CONSTRUCTION JOINTCONTROL JOINTSAWED 1/8" X 1/4 SLABTHICKNESS WITH SEALANTCONTINUOUS FORMEDKEYED JOINTNOTES:1.SEE PLANS FOR REQUIRED SLAB THICKNESS2.SLAB ON GRADE CONSTRUCTION AND CONTROL JOINTSSHALL BE DETERMINED BY THE CONTRACTOR. JOINTLOCATIONS SHALL BE SUBMITTED TO THE ENGINEERFOR APPROVAL PRIOR TO CONSTRUCTION3.SAW CUT CONTROL JOINTS WITHIN 8 HOURS OF SLABPOURDISCONTINUOUS JOINT(2)#3x2'-6" LONG,CENTERED INSLAB, TYP.RE-ENTRANT CORNER2" CLR., TYP.TYPICAL REINFORCEMENT ATSLAB RE-ENTRANT CORNERS(2)#3x2'-6" LONG,CENTERED INSLAB, TYP.CONTROL ORCONSTRUCTIONJOINTSUBFLOOR DIAPHRAGM FASTENING(TO BE USED @ ALL FLOOR AREAS)NOTE: ALL DECKING SHALL BE GLUED TO FRAMINGMEMBERS W/ MANUFACTURE APPROVED ADHESIVE& FASTENERS ALONG PANEL PERIMETER SHALL NOTBE PLACED MORE THAN 3/8" FROM PANEL EDGE10d NAILS OR #9x2"SCREWS @ 4" O.C. ATDIAPHRAGM BOUNDARY10d NAILS OR #9x2.5"SCREWS @ 6" O.C.AT PANEL EDGESDIAPHRAM BOUNDARY(BEARING WALLS)10d NAILS OR #9x2.5"SCREWS @ 1'-0" O.C.AT ALL INTERMEDIATEFRAMING MEMBERSFLOOR TRUSS OR JOIST
PRELIMINARY -
NOT FOR
CONSTRUCTION These drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:Sheet119 E. Franklin St. Suite 300Chapel Hill, NC 27514Tel: 919.967.0158Fax: 919.967.0159www.tisekiester.comk-dekaydos-danielsengineers, pllc400-201 w morgan stT 919 828 4966raleigh nc 27603F 919 828 4967nc firm license #P-0279www.kaydos-daniels.comSAWMILLVILLAGEBURNSVILLE, NC2101 KDE# 2206705/10/2022S0.3TYPICAL DETAILSTypical Construction Detail Notes1.2.Typical details shown on this sheet apply throughout the project, in all cases, unless noted otherwise.Typical details may not be specifically referenced on foundation plans or framing plans.TYPICAL CONSTRUCTION DETAILSNOT TO SCALE(3) #6(2) #6# 5 EA. SIDEOF JOINTPREFORMEDGASKET# 6 (TYP.)#3 TIE @ 1'-4" O.C.U-BLOCK - BEAR 8"EACH END (MIN.) (2) # 5VERT. REINF. - SEESECTIONSOPENINGS LESS THAN 4'-0" = (2) # 6REINFORCED CMU WALL ELEVATION & REINFORCING DETAILSA - SILLB - JAMBC - PIERD - CORNERF - CONTROL JOINTE - INTERSECTIONG - TYPICAL REINFORCED WALLPROVIDE CONTROL JOINT20' O.C. MAX., U.N.O.Note: These details apply to all reinforced cmu walls.Refer to sections & plans for extent of reinforced cmu.WPIER REINFORCINGLESS THAN 24"GREATER THAN 24"LESS THAN 40"GREATER THAN 40"8"12"CMUTHICKNESSGROUT SOLID - DETAIL CREINFORCINGTYPICAL WALL REINF.GROUT SOLID - DETAIL CTYPICAL WALL REINF.15151515#317#8n/a91n/a70#5n/a#6#7n/an/a#432252531435960n/a3946202020602539462010" CMULAP SPLICE SCHEDULE6" CMUBARSIZE4" CMULAP (in.)8" CMU12" CMU2#5 BAR (MIN.) WITHIN16" OF TOP OFPARAPETVERTICAL BARS WITHIN8" OF CONTROL JOINT(EACH SIDE)PREFORMED GASKETAT CONTROL JOINT#5 BAR (MIN.) TOP ANDBOTTOM OFOPENINGS 16" WIDEAND WIDERDOWEL INTO FOOTINGTO MATCH VERTICALBARS. PROVIDESTANDARD HOOKFOOTINGSEE INDIVIDUAL WALLSECTIONS FOR ROOFCONNECTION DETAILSAND REINFORCINGREQUIREMENTSPARAPETVERTICAL BAR WITHIN 8"OF CORNERS AND ENDSOF WALLS (MATCH BARSIZE TO THAT OFADJACENT WALL)ALL 6" CMU ORLARGER TO BEREINFORCED WITHMINIMUM #6 AT 4'-0"O.C. U.N.O.GREATER OF 24"OR40 BAR DIAGENERAL MASONRY NOTES:1.REINFORCING SHOWN IS A MINIMUM REQUIREMENT.INDIVIDUAL WALL SECTION REINFORCINGREQUIREMENTS (SUCH AS NUMBER OR SIZE OF BARS)SHALL TAKE PRECEDENCE OVER THE REQUIREMENTSSHOWN HEREIN. SEE INDIVIDUAL WALL SECTIONSAND SCHEDULES FOR VERTICAL REINFORCINGREQUIREMENTS.2.ALL DISCONTINUOUS REINFORCEMENT SHALL BELAPPED PER SCHEDULE.3.VERTICAL STEEL MUST BE SECURED IN PLACEBEFORE BLOCKS ARE LAID. ALL VERTICALREINFORCEMENT SHALL BE CONTINUOUS THROUGHMASONRY LINTELS AND BOND BEAMS UNO.4.AT OPENINGS WHERE STEEL BEAM LINTELS AREPROVIDED, REINFORCE THE JAMB CELL TO THEBEARING ELEVATION OF THE LINTEL AND REINFORCETHE NEXT ADJACENT CELL PAST THE END OF THEBEAM FULL HEIGHT AS SHOWN IN THIS DETAIL.5.DETAIL DOES NOT APPLY TO INTERIOR NON-LOADBEARING PARTITION WALLS.6.FOR HORIZONATAL REINFORCING, PROVIDE MINIMUM(2)LEGS OF W1.7 HORIZONTAL JOINT REINFORCING AT16" O.C.7.ALL GROUT SHALL BE 3000 PSI GROUT IN MAXIMUM4'-0" LIFTSCMU GROUTING NOTES:1.CONTACT SPECIAL INSPECTOR IF REQUIRED ON JOB.2.CONTACT ARCHITECT AND INSPECTOR 24 HOURSBEFORE PLACING GROUT FOR AN INSPECTION OFTHE WORK.3.CONTRACTOR SHALL PROVIDE MATERIALS ANDPERFORM ALL GROUTING WORK IN ACCORDANCEWITH ACI 530.1.PREPARATION:1.THOROUGHLY CLEAN EACH CMU CELL TO BEGROUTED BY RODDING TO REMOVE ALLDELETERIOUS MATERIAL AND DEBRIS.2.PROVIDE CLEANOUTS AT THE BASE OF WALL BYREMOVING THE FACE SHELL OF UNITS AT EACHCORE TO BE GROUTED. CLEANOUTS SHALL BE NOSMALLER THE 5" X 5". WHERE CORES ARE TO BEGROUTED AT 8" ON CENTER, PROVIDE CLEANOUTSAT 1'-4" O.C.3.AFTER CLEANING, CLOSE CLEANOUTS WITHCLOSURES BRACED TO RESIST GROUT PRESSURE.4.PLACE REINFORCEMENT PRIOR TO GROUTING.PLACEMENT:1.GROUT MAY BE PLACED BY PUMPING, OR POURINGFROM LARGE OR SMALL BUCKETS.2.PLACE GROUT IN LIFTS THAT SHOULD NOT EXCEED 4FEET HIGH.3.THE NEXT LIFT MAY BE PLACED AFTER WATER FROMTHE GROUT BELOW IS ABSORBED BY MASONRYUNITS.4.CONSOLIDATE EACH 4 FT. LIFT WITH A LOWVELOCITY VIBRATOR WITH A 3/4" HEAD. THEVIBRATOR SHALL BE PLACE AT MID HEIGHT OF THELIFT IN EACH GROUTED CORE AND SHALL BEACTIVATED FOR ONE OR TWO SECONDS ONLY.VERTICAL BAR FULLHEIGHT EACH SIDE OFOPENINGS GREATERTHAN 16" WIDE (MATCHBAR SIZE TO THAT OFADJACENT WALL)OPENINGS GREATERTHAN 4'-0" = (4) #6PROVIDE CONTINUOUSHORIZONTAL BOND BEAMAROUND BUILDING AT 8'-0" O.C.
16'-10"27'-6"5'-2"10'-7"6'-0"10'-11"F.F.E. = +0'-0"NOTE: DIMENSIONS SHOWNARE TO OUTSIDE FACE OFSTRUCTURAL CMU UNLESSNOTED OTHERWISETHICKENEDSLAB - SEETYP. DETAIL1
S2.1
3S2.11S2.11S2.11S2.11S2.13
S2.1
3A
S2.1 4S2.13AS2.13A
S2.1
LOAD BRG. 2x4 @1'-4" O.C. STUDS10'-5 1/2"2"3'-6"6'-6 1/2"THICKENEDSLAB AT BTM.OF STAIRSIMPSON WSWH -SEE PLAN NOTES17'-0"2x10 JOISTS @ 1'-4" O.C.10'-6 1/2"(2) 1 3/4"x9 1/4" LVL(3) 1 3/4"x14" LVLHDR HDR
HDR HDR
10'-6 1/2"
27'-8"LOAD BRG. 2x4 @1'-4" O.C. STUDSHDRNOTE: DIMENSIONS SHOWNARE TO OUTSIDE FACE OFSTRUCTURAL STUD UNLESSNOTED OTHERWISE2
S1.1a1S1.1a1S1.1aEXTEND LVL BEAMTO CORNER FORSTRONG-WALLPANEL ATTACHMENT5
S1.1a NOTE: PROVIDE (2) 2x6 @1'-4" O.C. STUDS WHENHEIGHT OF WALL STUDSMEASURE GREATERTHAN 12'-0", (TYP.)17'-0"27'-8"2x12 RAFTERS @ 2'-0" O.C.2x12 RAFTERS @ 2'-0" O.C.(2) 1 3/4"x20" LVL RIDGE BEAM(2) 1 3/4"x9 1/4" LVL(2) 1 3/4"x9 1/4" LVLNOTE: DIMENSIONS SHOWNARE TO OUTSIDE FACE OFSTRUCTURAL STUD UNLESSNOTED OTHERWISESLOPESLOPE1S1.1a1S1.1a2S1.1a3S1.1a3S1.1a4S1.1a (4) JS(4) JS2x6 @ 1'-4" O.C.WOOD STUD WALL1/2" SHEATHING -ATTACH PERTYPICAL DETAILFLOOR JOISTS -SEE PLAN(2) 2x6 TOP PLATESROOF SHEATHING- SEE PLAN NOTESTOP / WALLELEV. = +9'-1 1/8"10"SEE ARCH.(1) SIMPSON H2.5AHURRICANE TIE @EACH RAFTERFLOOR DECKING -SEE PLAN NOTESRAFTER - SEE PLAN2x RIM BOARD2x6 @ 1'-4" O.C.WOOD STUD WALL1/2" SHEATHING -ATTACH PERTYPICAL DETAILFLOOR JOISTS -SEE PLAN(2) 2x6 TOP PLATESFLOOR DECKING -SEE PLAN NOTESTOP / WALLELEV. = +8'-3 7/8"2x6 @ 1'-4" O.C.WOOD STUD WALL(2) 2x6 TOP PLATESDOUBLE 2x RIMBOARD1'-0"ROOF SHEATHING- SEE PLAN NOTESRAFTER - SEE PLAN2x12 LOOKOUTS@ 2'-0" O.C.TOP / WALLSLOPES2x12 BARGE RAFTER2x12 BLOCKING BTWN.ALL LOOKOUTS(1) SIMPSON H2.5AHURRICANE TIE @EACH LOOKOUT2x6 @ 1'-4" O.C.WOOD STUD WALL1/2" SHEATHING -ATTACH PERTYPICAL DETAIL(2) 2x6 TOP PLATESROOF SHEATHING- SEE PLAN NOTESTOP / WALLELEV. = +9'-1 1/8"10"SEE ARCH.2x RIM BOARDRAFTER - SEE PLAN(1) SIMPSON H2.5AHURRICANE TIE @EACH RAFTER2x6 @ 1'-4" O.C.WOOD STUD WALL(2) 2x6 TOP PLATES2x12 LOOKOUTS@ 2'-0" O.C.1'-0"ROOF SHEATHING- SEE PLAN NOTESRAFTER - SEE PLAN1/2" SHEATHING -ATTACH PERTYPICAL DETAIL2x12 BARGE RAFTER2x12 BLOCKING BTWN.ALL LOOKOUTS(1) SIMPSON H2.5AHURRICANE TIE @EACH LOOKOUTTOP/WALLSLOPES2x6 @ 1'-4" O.C.WOOD STUD WALL1/2" SHEATHING -ATTACH PERTYPICAL DETAILLVL BEAM -SEE PLAN(2) 1 3/4"x5 1/2" LVLCONT. TOP PLATES2x6 STUD WALLBEYONDFURRINGPRELIMINARY -
NOT FOR
CONSTRUCTION These drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:Sheet119 E. Franklin St. Suite 300Chapel Hill, NC 27514Tel: 919.967.0158Fax: 919.967.0159www.tisekiester.comk-dekaydos-danielsengineers, pllc400-201 w morgan stT 919 828 4966raleigh nc 27603F 919 828 4967nc firm license #P-0279www.kaydos-daniels.comSAWMILLVILLAGEBURNSVILLE, NC2101 KDE# 2206705/10/2022S1.1aSTRUCTURAL PLANS -UNIT AFOUNDATION PLAN - UNIT A1/4" = 1'-0"NPLAN FLOOR FRAMING PLAN - UNIT A1/4" = 1'-0"NPLAN ROOF FRAMING PLAN - UNIT A1/4" = 1'-0"NPLAN
Foundation Plan Notes:1.Entire area shall receive 4" concrete slab on grade. Reinforce slab with 6x6 - W1.4x1.4 welded wire reinforcing unless noted otherwise. Slab shallbear on 4" of compacted, porous fill. Provide minimum 10 mil vapor barrier.2.Areas shaded thus shall receive a depressed slab for special floor finish. See architectural drawings for exact extents of depressed slab.Maintain 4" slab thickness at depressed slab locations.3.Provide Simpson WSWH18 shear wall panel, flush with the inside face of wall framing. Provide (2) 1"Ø anchor bolts that extend to bottom of footingand provide double nuts at bottom of anchor bolts. Header beam shall bear on top of WSWH18 and attached per Simpson manufacturersrecommendations (including TP connections plates and portal straps on each face of WSWH). Outside face will need to be furred out with (2) fullheight 2x10s and 1/2" OSB to equal 5 1/2" wall thickness, attached to WSWH with (2) SDS 3 1/2" long screws at 6"o.c. or 16d nails (stagger rows).4.CJ (construction or control joints - contractor's option) shall be placed at each column centerline, and intermediately spaced at 10'-0" o.c. max. eachway between column centerlines. See typical detail on Sheet S-003.5.F_ on plan indicates a column footing. See typical detail and schedule on Sheet S0.2.6.Marks shown thus (xx'-xx") indicate top of footing / pier elevation. Contractor shall coordinate top of footing elevations with architectural, mechanical,electrical, plumbing, and civil drawings. The Structural Engineer shall be notified of conflicts or discrepancies in top of footing elevations.7.Contractor shall coordinate with site drawings and provide footing steps as required. See typical detail on Sheet S0.2.8.See Typical Construction Details on Sheets S0.2 & S0.3.9.See General Notes on Sheet S0.1.Floor Framing Plan Notes:1.All floor decking to be 3/4" T&G plywood or O.S.B. Install in a running bond pattern perpendicular to floor joist.2.(-) J.S. on plan indicates the quantity of wood jack studs to be provided for beam/header bearing.3.Provide triple jack studs at all point load locations including LVL beam and header bearing, unless noted otherwise.4.HDR on plan indicates a wood header. See Sheet S0.2 for header schedule.5.See Typical Construction Details on Sheets S0.2 & S0.3.6.See General Notes on Sheet S0.1.Roof Framing Plan Notes:1.Entire area shall receive nominal 5/8" O.S.B. structural sheathing. See typical detail on Sheet S0.2 for fastening details.2.Provide (1) Simpson H2.5A hurricane tie at all rafters, outlookers or where noted on sections.3.See Typical Construction Details on Sheets S0.2 & S0.3.4.See General Notes on Sheet S0.1.SECTION1S1.1a3/4" = 1'-0"SECTION2S1.1a3/4" = 1'-0"SECTION3S1.1a3/4" = 1'-0"SECTION4S1.1a3/4" = 1'-0"SECTION5S1.1a3/4" = 1'-0"
16'-10"30'-10"F.F.E. = +0'-0"NOTE: DIMENSIONS SHOWNARE TO OUTSIDE FACE OFSTRUCTURAL CMU UNLESSNOTED OTHERWISE5'-2"2'-3"5'-4"9'-3"6'-1"
14'-2"3'-9 1/2"3'-7 1/4"LCWALLTHICKENEDSLAB - SEETYP. DETAIL1'-1"15'-0"1'-1"LC POSTLCPOSTLCPOST1'-0"(4) JS1S2.13BS2.13A
S2.1
1S2.13BS2.14
S2.1
2
S2.1
2
S2.1
1
S2.1
3AS2.14
S2.1 3A
S2.1
3AS2.15'-1"17'-2"2"2"2"2"6x6 WD POST6x6 WD
POST8x16 CMU PIER -SEE SECTION 5/S2.18x16 CMU PIER -SEE SECTION 5/S2.1THICKENEDSLAB AT BTM.OF STAIRSIMPSON WSWH -SEE PLAN NOTES(2) 1 3/4"x9 1/4" LVL(2) 1 3/4"x9 1/4" LVL17'-0"(3) 1 3/4"x14" LVL(2) 1 3/4"x7 1/4" LVLHDR
31'-0"NOTE: DIMENSIONS SHOWNARE TO OUTSIDE FACE OFSTRUCTURAL STUD UNLESSNOTED OTHERWISEHDRHDR
2x10 JOISTS @ 1'-4" O.C.1 3/4"x9 1/4" LVL JOISTS @ 1'-4" O.C.OPEN(2) 1 3/4"x11 7/8" LVL(4) JSLOAD BRG.WALL ABOVE14'-3"3'-9 1/2"3'-1"1'-0"15'-0"1'-0"LCPOSTLCPOSTLCPOST 5'-0"1S1.1b1S1.1b1S1.1b2
S1.1bLUS210 FACE MTD.HANGER , (TYP.)(2) 2x10LOAD BRG. 2x4 @1'-4" O.C. STUDSPROVIDE CONT.(2) 2x6 STUDS @1'-4" O.C. FOR±10'-5" MIN.5'-11"EXTEND LVL BEAMTO CORNER FORSTRONG-WALLPANEL ATTACHMENTNOTE: PROVIDE (2) 2x6 @1'-4" O.C. STUDS WHENHEIGHT OF WALL STUDSMEASURE GREATERTHAN 12'-0", (TYP.)17'-0"31'-0"2x12 RAFTERS @ 2'-0" O.C.(2) 1 3/4"x11 7/8" LVL RIDGE BEAM(2) 1 3/4"x9 1/4" LVL(2) 1 3/4"x9 1/4" LVLNOTE: DIMENSIONS SHOWNARE TO OUTSIDE FACE OFSTRUCTURAL STUD UNLESSNOTED OTHERWISE2x12 RAFTERS @ 2'-0" O.C.SLOPESLOPESLOPESLOPESHED DORMERSIDE WALLS - 2x6@ 1'-4" O.C. STUDS(3) 2x12RAFTERS(3) 2x12RAFTERS(2) 1 3/4"x11 7/8" LVL RIDGE BEAMLOAD BRG. 2x4@ 1'-4" O.C.STUDSHDR(2)2x8(2)2x81'-0"15'-0"1'-0"LCPOSTLCPOSTLCPOST 5'-0"5'-11"13'-11"3S1.1b3S1.1b3S1.1b3S1.1b4S1.1b5S1.1b5S1.1b2x8 COLLAR TIE(+16'-4" TOP/TIE)(8) 10d NAILSEA. END6S1.1b(4) JS(4) JS(4) JS(4) JS2x6 @ 1'-4" O.C.WOOD STUD WALL1/2" SHEATHING -ATTACH PERTYPICAL DETAILFLOOR JOISTS -SEE PLAN(2) 2x6 TOP PLATESFLOOR DECKING -SEE PLAN NOTESTOP / WALLELEV. = +8'-1 1/8"2x6 @ 1'-4" O.C.WOOD STUD WALL2x RIM BOARD2x6 @ 1'-4" O.C.WOOD STUD WALL1/2" SHEATHING -ATTACH PERTYPICAL DETAILFLOOR JOISTS -SEE PLAN(2) 2x6 TOP PLATESFLOOR DECKING -SEE PLAN NOTESTOP / WALLELEV. = +8'-1 1/8"2x6 @ 1'-4" O.C.WOOD STUD WALL2x RIM BOARDTOP / WALLELEV. = +12'-4 1/8"2x6 @ 1'-4" O.C.WOOD STUD WALL1/2" SHEATHING -ATTACH PERTYPICAL DETAIL(2) 2x6 TOP PLATESROOF SHEATHING- SEE PLAN NOTES11 1/2"SEE ARCH.RAFTER - SEE PLAN(1) SIMPSON H2.5AHURRICANE TIE @EACH RAFTER2x RIM BOARDTOP / WALLSEE ARCH. DWGS.2x6 @ 1'-4" O.C.WOOD STUD WALL1/2" SHEATHING -ATTACH PERTYPICAL DETAIL(2) 2x6 TOP PLATESROOF SHEATHING- SEE PLAN NOTES11 1/2"SEE ARCH.RAFTER - SEE PLAN(1) SIMPSON H2.5AHURRICANE TIE @EACH RAFTER2x RIM BOARDPOST BEYONDBEAM - SEE PLANROOF SHEATHING- SEE PLAN NOTES1'-11 1/2"SEE ARCH.RAFTER - SEE PLAN(1) SIMPSON H2.5AHURRICANE TIE @EACH RAFTER2x RIM BOARDLCPOST & BEAM2x6 @ 1'-4" O.C.WOOD STUD WALL(2) 2x6 TOP PLATES2x12 LOOKOUTS@ 2'-0" O.C.1'-0"ROOF SHEATHING- SEE PLAN NOTESRAFTER - SEE PLAN1/2" SHEATHING -ATTACH PERTYPICAL DETAIL2x12 BARGE RAFTER2x12 BLOCKING BTWN.ALL LOOKOUTS(1) SIMPSON H2.5AHURRICANE TIE @EACH LOOKOUTTOP/WALLSLOPESPRELIMINARY -
NOT FOR
CONSTRUCTION These drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:Sheet119 E. Franklin St. Suite 300Chapel Hill, NC 27514Tel: 919.967.0158Fax: 919.967.0159www.tisekiester.comk-dekaydos-danielsengineers, pllc400-201 w morgan stT 919 828 4966raleigh nc 27603F 919 828 4967nc firm license #P-0279www.kaydos-daniels.comSAWMILLVILLAGEBURNSVILLE, NC2101 KDE# 2206705/10/2022S1.1bSTRUCTURAL PLANS -UNIT BFOUNDATION PLAN - UNIT B1/4" = 1'-0"NPLAN FLOOR FRAMING PLAN - UNIT B1/4" = 1'-0"NPLAN ROOF FRAMING PLAN - UNIT B1/4" = 1'-0"NPLAN
Floor Framing Plan Notes:1.All floor decking to be 3/4" T&G plywood or O.S.B. Install in a running bond pattern perpendicular to floor joist.2.(-) J.S. on plan indicates the quantity of wood jack studs to be provided for beam/header bearing.3.Provide triple jack studs at all point load locations including LVL beam and header bearing, unless noted otherwise.4.HDR on plan indicates a wood header. See Sheet S0.2 for header schedule.5.See Typical Construction Details on Sheets S0.2 & S0.3.6.See General Notes on Sheet S0.1.SECTION1S1.1b3/4" = 1'-0"SECTION2S1.1b3/4" = 1'-0"SECTION3S1.1b3/4" = 1'-0"SECTION4S1.1b3/4" = 1'-0"SECTION5S1.1b3/4" = 1'-0"SECTION6S1.1b3/4" = 1'-0"Foundation Plan Notes:1.Entire area shall receive 4" concrete slab on grade. Reinforce slab with 6x6 - W1.4x1.4 welded wire reinforcing unless noted otherwise. Slab shallbear on 4" of compacted, porous fill. Provide minimum 10 mil vapor barrier.2.Areas shaded thus shall receive a depressed slab for special floor finish. See architectural drawings for exact extents of depressed slab.Maintain 4" slab thickness at depressed slab locations.3.Provide Simpson WSWH18 shear wall panel, flush with the inside face of wall framing. Provide (2) 1"Ø anchor bolts that extend to bottom of footingand provide double nuts at bottom of anchor bolts. Header beam shall bear on top of WSWH18 and attached per Simpson manufacturersrecommendations (including TP connections plates and portal straps on each face of WSWH). Outside face will need to be furred out with (2) fullheight 2x10s and 1/2" OSB to equal 5 1/2" wall thickness, attached to WSWH with (2) SDS 3 1/2" long screws at 6"o.c. or 16d nails (stagger rows).4.CJ (construction or control joints - contractor's option) shall be placed at each column centerline, and intermediately spaced at 10'-0" o.c. max. eachway between column centerlines. See typical detail on Sheet S-003.5.F_ on plan indicates a column footing. See typical detail and schedule on Sheet S0.2.6.Marks shown thus (xx'-xx") indicate top of footing / pier elevation. Contractor shall coordinate top of footing elevations with architectural, mechanical,electrical, plumbing, and civil drawings. The Structural Engineer shall be notified of conflicts or discrepancies in top of footing elevations.7.Contractor shall coordinate with site drawings and provide footing steps as required. See typical detail on Sheet S0.2.8.See Typical Construction Details on Sheets S0.2 & S0.3.9.See General Notes on Sheet S0.1.Roof Framing Plan Notes:1.Entire area shall receive nominal 5/8" O.S.B. structural sheathing. See typical detail on Sheet S0.2 for fastening details.2.Provide (1) Simpson H2.5A hurricane tie at all rafters, outlookers or where noted on sections.3.See Typical Construction Details on Sheets S0.2 & S0.3.4.See General Notes on Sheet S0.1.
20'-6"32'-10"
10'-6"
16'-4"F.F.E. = +0'-0"NOTE: DIMENSIONS SHOWNARE TO OUTSIDE FACE OFSTRUCTURAL CMU UNLESSNOTED OTHERWISE16'-10"2'-4"1'-8"1'-1"14'-8"1'-1"4'-1"3'-10"10'-1"LCPOSTLCPOSTLCPOST CONC. RAMP @TYPE A UNIT ONLY- SEE CIVIL DWGS.5.25x5.25PSL POSTTHICKENEDSLAB - SEETYP. DETAIL14'-10"8'-3"8'-3"LCSHOWER DEPRESSION@ TYPE A UNIT ONLY -SEE ARCH. DWGS.1
S2.1
1S2.11S2.11S2.11S2.13BS2.13A
S2.1
3BS2.14
S2.1
2
S2.1
2
S2.1
16'-6"2"2"2"
2"
3B
S2.15'-6"2"2"
6'-0"
3A
S2.1
4S2.16x6 WD POST6x6 WD POST16'-6"8x16 CMU PIER -SEE SECTION 5/S2.18x16 CMU PIER -SEE SECTION 5/S2.1(4) JSSIMPSON WSWH -SEE PLAN NOTESNOTE: DIMENSIONS SHOWNARE TO OUTSIDE FACE OFSTRUCTURAL STUD UNLESSNOTED OTHERWISESLOPESLOPE20'-8"33'-0"
10'-8"6'-0"16'-4"16'-8"2'-4"1'-8"1'-0"14'-8"1'-0"4'-0"(3) 1 3/4"x14" LVL2x12 RAFTERS @ 2'-0" O.C.
2x12 RAFTERS @ 2'-0" O.C.
(2) 1 3/4"x11 7/8" LVL RIDGE BEAM
HDR
HDR
(2) 1 3/4"x11 7/8" LVL RIDGE BEAM
LCPOST
LCPOSTLCPOSTSLOPESLOPE
SLOPE(2)2x8
(2)2x8
16'-8"1 3/4"x11 7/8" LVL2x12 RIDGE BOARD1 3/4"x11 7/8" LVL2x8 COLLAR TIE(+12'-4" TOP/TIE)(8) 10d NAILSEA. END1S1.1c2S1.1c1S1.1c2S1.1c2x6 CEIL. JOISTS @ 2'-0" O.C.2x6 CEIL. JOISTS @ 2'-0" O.C.2x12 RAFTERS@ 2'-0" O.C.2x6 CEIL.JOISTS @2'-0" O.C.1S1.1c1
S1.1c
3
S1.1c3S1.1c(2) 2x8FLUSH(2) 2x12RAFTER2x12LOOKOUTS@ 2'-0" O.C.5.25x5.25PSL POST(4) JSEXTEND LVLBEAM TOCORNER FORSTRONG-WALLPANELATTACHMENT(4) JSNOTE: PROVIDE (2) 2x6 @1'-4" O.C. STUDS WHENHEIGHT OF WALL STUDSMEASURE GREATERTHAN 12'-0", (TYP.)TOP / WALLSEE ARCH. DWGS.2x6 @ 1'-4" O.C.WOOD STUD WALL1/2" SHEATHING -ATTACH PERTYPICAL DETAIL(2) 2x6 TOP PLATESROOF SHEATHING- SEE PLAN NOTES11 1/2"SEE ARCH.RAFTER - SEE PLAN(1) SIMPSON H2.5AHURRICANE TIE @EACH RAFTER2x RIM BOARDCEIL. JOIST WHERENOTED - SEE PLANPOST BEYONDBEAM - SEE PLANROOF SHEATHING- SEE PLAN NOTES1'-11 1/2"SEE ARCH.RAFTER - SEE PLAN(1) SIMPSON H2.5AHURRICANE TIE @EACH RAFTER2x RIM BOARDLCPOST & BEAM(2) SIMPSON LPC6ZPOST CAP @ EA.POST TO BEAMCONNECTION2x6 @ 1'-4" O.C.WOOD STUD WALL(2) 2x6 TOP PLATES2x12 LOOKOUTS@ 2'-0" O.C.1'-0"ROOF SHEATHING- SEE PLAN NOTESRAFTER - SEE PLAN1/2" SHEATHING -ATTACH PERTYPICAL DETAIL2x12 BARGE RAFTER2x12 BLOCKING BTWN.ALL LOOKOUTS(1) SIMPSON H2.5AHURRICANE TIE @EACH LOOKOUTTOP/WALLSLOPESPRELIMINARY -
NOT FOR
CONSTRUCTION These drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:Sheet119 E. Franklin St. Suite 300Chapel Hill, NC 27514Tel: 919.967.0158Fax: 919.967.0159www.tisekiester.comk-dekaydos-danielsengineers, pllc400-201 w morgan stT 919 828 4966raleigh nc 27603F 919 828 4967nc firm license #P-0279www.kaydos-daniels.comSAWMILLVILLAGEBURNSVILLE, NC2101 KDE# 2206705/10/2022S1.1cSTRUCTURAL PLANS -UNIT CFOUNDATION PLAN - UNIT C1/4" = 1'-0"NPLAN ROOF FRAMING PLAN - UNIT C1/4" = 1'-0"NPLAN
SECTION1S1.1c3/4" = 1'-0"SECTION2S1.1c3/4" = 1'-0"SECTION3S1.1c3/4" = 1'-0"Foundation Plan Notes:1.Entire area shall receive 4" concrete slab on grade. Reinforce slab with 6x6 - W1.4x1.4 welded wire reinforcing unless noted otherwise. Slab shallbear on 4" of compacted, porous fill. Provide minimum 10 mil vapor barrier.2.Areas shaded thus shall receive a depressed slab for special floor finish. See architectural drawings for exact extents of depressed slab.Maintain 4" slab thickness at depressed slab locations.3.Provide Simpson WSWH18 shear wall panel, flush with the inside face of wall framing. Provide (2) 1"Ø anchor bolts that extend to bottom of footingand provide double nuts at bottom of anchor bolts. Header beam shall bear on top of WSWH18 and attached per Simpson manufacturersrecommendations (including TP connections plates and portal straps on each face of WSWH). Outside face will need to be furred out with (2) fullheight 2x10s and 1/2" OSB to equal 5 1/2" wall thickness, attached to WSWH with (2) SDS 3 1/2" long screws at 6"o.c. or 16d nails (stagger rows).4.CJ (construction or control joints - contractor's option) shall be placed at each column centerline, and intermediately spaced at 10'-0" o.c. max. eachway between column centerlines. See typical detail on Sheet S-003.5.F_ on plan indicates a column footing. See typical detail and schedule on Sheet S0.2.6.Marks shown thus (xx'-xx") indicate top of footing / pier elevation. Contractor shall coordinate top of footing elevations with architectural, mechanical,electrical, plumbing, and civil drawings. The Structural Engineer shall be notified of conflicts or discrepancies in top of footing elevations.7.Contractor shall coordinate with site drawings and provide footing steps as required. See typical detail on Sheet S0.2.8.See Typical Construction Details on Sheets S0.2 & S0.3.9.See General Notes on Sheet S0.1.Roof Framing Plan Notes:1.Entire area shall receive nominal 5/8" O.S.B. structural sheathing. See typical detail on Sheet S0.2 for fastening details.2.Provide (1) Simpson H2.5A hurricane tie at all rafters, outlookers or where noted on sections.3.See Typical Construction Details on Sheets S0.2 & S0.3.4.See General Notes on Sheet S0.1.
16'-10"17'-6"NOTE: DIMENSIONS SHOWNARE TO OUTSIDE FACE OFSTRUCTURAL CMU UNLESSNOTED OTHERWISE6'-1"17'-0"
34'-6"22'-11"4'-0"16'-10"17'-2"17'-6"F.F.E. = +0'-0"11"
1'-1"THICKENEDSLAB - SEETYP. DETAIL6'-5"6'-5"LC2'-1"4'-0"2"2"
2"12'-10"3'-10"LCPOSTLCPOST
3'-10"6'-1"LCPOSTLC POST2"2"
2"2'-1"13'-4 1/2"6x6 WD POST6x6 WD POST1S2.13AS2.11
S2.1
3B
S2.12S2.14S2.14
S2.1
1S2.13AS2.11
S2.1
3B
S2.1 4S2.12
S2.1 8x16 CMU PIER -SEE SECTION 5/S2.18x16 CMU PIER -SEE SECTION 5/S2.1THICKENEDSLAB AT BTM.OF STAIR5.25x5.25PSL POST(4) JS(5) JSNOTE: DIMENSIONS SHOWNARE TO OUTSIDE FACE OFSTRUCTURAL STUD UNLESSNOTED OTHERWISEHDR HDRHDR
HDR
(2) 1 3/4"x14" LVL 2x10 JOISTS @ 1'-4" O.C.(2) 2x10 (2) 2x10HDRLOAD BRG. 2x4 @1'-4" O.C. STUDSHDRHDR
(5) JS17'-0"17'-8"4'-0"17'-0"
34'-8"21'-0"17'-0"17'-0"17'-8"4'-0"3'-9"LCPOST1'-0"
LC POST
1'-0"3'-9"LCPOSTLCPOST
13'-5 1/2"
1
S1.1d2S1.1d2S1.1d5.25x5.25PSL POST(4) JSNOTE: PROVIDE (2) 2x6 @1'-4" O.C. STUDS WHENHEIGHT OF WALL STUDSMEASURE GREATERTHAN 12'-0", (TYP.)NOTE: DIMENSIONS SHOWNARE TO OUTSIDE FACE OFSTRUCTURAL STUD UNLESSNOTED OTHERWISE(2) 2x10(2) 1 3/4"x9 1/4" LVL (3) 2x12RAFTERS2x12 RAFTERS @ 2'-0" O.C.SLOPE(3) 2x12RAFTERSSHED DORMERSIDE WALLS - 2x6@ 1'-4" O.C. STUDSSLOPESLOPESLOPESLOPE(2) 1 3/4"x14" LVL RIDGE BEAM (2) 1 3/4"x11 7/8" LVL RIDGE BEAM2x12 RAFTERS @ 2'-0" O.C.2x12 RAFTERS @ 2'-0" O.C.17'-0"17'-8"4'-0"17'-0"34'-8"21'-0"17'-0"17'-0"17'-8"4'-0"3'-9"LCPOST1'-0"LC POST 1'-0"3'-9"LCPOSTLCPOST4'-3 1/2"13'-4 1/2"(2) 1 3/4"x9 1/4" LVL3S1.1d3S1.1d4S1.1d4S1.1d5S1.1d6S1.1d6S1.1d 5.25x5.25PSL POST(4) JS(5) JS2x6 @ 1'-4" O.C.WOOD STUD WALL1/2" SHEATHING -ATTACH PERTYPICAL DETAILFLOOR JOISTS -SEE PLAN(2) 2x6 TOP PLATESFLOOR DECKING -SEE PLAN NOTESTOP / WALLELEV. = +8'-1 1/8"2x6 @ 1'-4" O.C.WOOD STUD WALL2x RIM BOARD2x6 @ 1'-4" O.C.WOOD STUD WALL1/2" SHEATHING -ATTACH PERTYPICAL DETAILFLOOR JOISTS -SEE PLAN(2) 2x6 TOP PLATESFLOOR DECKING -SEE PLAN NOTESTOP / WALLELEV. = +8'-1 1/8"2x6 @ 1'-4" O.C.WOOD STUD WALL2x RIM BOARDTOP / WALLSEE ARCH. DWGS.2x6 @ 1'-4" O.C.WOOD STUD WALL1/2" SHEATHING -ATTACH PERTYPICAL DETAIL(2) 2x6 TOP PLATESROOF SHEATHING- SEE PLAN NOTES11 1/2"SEE ARCH.RAFTER - SEE PLAN(1) SIMPSON H2.5AHURRICANE TIE @EACH RAFTER2x RIM BOARDPOST BEYONDBEAM - SEE PLAN(1) SIMPSON H2.5AHURRICANE TIE @EACH RAFTERLCPOST & BEAMROOF SHEATHING- SEE PLAN NOTESRAFTER - SEE PLAN2x RIM BOARD1'-2 1/4"SEE ARCH.TOP / WALLSEE ARCH. DWGS.2x6 @ 1'-4" O.C.WOOD STUD WALL1/2" SHEATHING -ATTACH PERTYPICAL DETAIL(2) 2x6 TOP PLATESROOF SHEATHING- SEE PLAN NOTES11 1/2"SEE ARCH.RAFTER - SEE PLAN(1) SIMPSON H2.5AHURRICANE TIE @EACH RAFTER2x RIM BOARD2x6 @ 1'-4" O.C.WOOD STUD WALL(2) 2x6 TOP PLATES2x12 LOOKOUTS@ 2'-0" O.C.1'-0"ROOF SHEATHING- SEE PLAN NOTESRAFTER - SEE PLAN1/2" SHEATHING -ATTACH PERTYPICAL DETAIL2x12 BARGE RAFTER2x12 BLOCKING BTWN.ALL LOOKOUTS(1) SIMPSON H2.5AHURRICANE TIE @EACH LOOKOUTTOP/WALLSLOPESPRELIMINARY -
NOT FOR
CONSTRUCTION These drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:Sheet119 E. Franklin St. Suite 300Chapel Hill, NC 27514Tel: 919.967.0158Fax: 919.967.0159www.tisekiester.comk-dekaydos-danielsengineers, pllc400-201 w morgan stT 919 828 4966raleigh nc 27603F 919 828 4967nc firm license #P-0279www.kaydos-daniels.comSAWMILLVILLAGEBURNSVILLE, NC2101 KDE# 2206705/10/2022S1.1dSTRUCTURAL PLANS -UNIT DFOUNDATION PLAN - UNIT D1/4" = 1'-0"NPLAN FLOOR FRAMING PLAN - UNIT D1/4" = 1'-0"NPLAN ROOF FRAMING PLAN - UNIT D1/4" = 1'-0"NPLAN
Floor Framing Plan Notes:1.All floor decking to be 3/4" T&G plywood or O.S.B. Install in a running bond pattern perpendicular to floor joist.2.(-) J.S. on plan indicates the quantity of wood jack studs to be provided for beam/header bearing.3.Provide triple jack studs at all point load locations including LVL beam and header bearing, unless noted otherwise.4.HDR on plan indicates a wood header. See Sheet S0.2 for header schedule.5.See Typical Construction Details on Sheets S0.2 & S0.3.6.See General Notes on Sheet S0.1.SECTION1S1.1d3/4" = 1'-0"SECTION2S1.1d3/4" = 1'-0"SECTION3S1.1d3/4" = 1'-0"SECTION4S1.1d3/4" = 1'-0"SECTION5S1.1d3/4" = 1'-0"SECTION6S1.1d3/4" = 1'-0"Foundation Plan Notes:1.Entire area shall receive 4" concrete slab on grade. Reinforce slab with 6x6 - W1.4x1.4 welded wire reinforcing unless noted otherwise. Slab shallbear on 4" of compacted, porous fill. Provide minimum 10 mil vapor barrier.2.Areas shaded thus shall receive a depressed slab for special floor finish. See architectural drawings for exact extents of depressed slab.Maintain 4" slab thickness at depressed slab locations.3.Provide Simpson WSWH18 shear wall panel, flush with the inside face of wall framing. Provide (2) 1"Ø anchor bolts that extend to bottom of footingand provide double nuts at bottom of anchor bolts. Header beam shall bear on top of WSWH18 and attached per Simpson manufacturersrecommendations (including TP connections plates and portal straps on each face of WSWH). Outside face will need to be furred out with (2) fullheight 2x10s and 1/2" OSB to equal 5 1/2" wall thickness, attached to WSWH with (2) SDS 3 1/2" long screws at 6"o.c. or 16d nails (stagger rows).4.CJ (construction or control joints - contractor's option) shall be placed at each column centerline, and intermediately spaced at 10'-0" o.c. max. eachway between column centerlines. See typical detail on Sheet S-003.5.F_ on plan indicates a column footing. See typical detail and schedule on Sheet S0.2.6.Marks shown thus (xx'-xx") indicate top of footing / pier elevation. Contractor shall coordinate top of footing elevations with architectural, mechanical,electrical, plumbing, and civil drawings. The Structural Engineer shall be notified of conflicts or discrepancies in top of footing elevations.7.Contractor shall coordinate with site drawings and provide footing steps as required. See typical detail on Sheet S0.2.8.See Typical Construction Details on Sheets S0.2 & S0.3.9.See General Notes on Sheet S0.1.Roof Framing Plan Notes:1.Entire area shall receive nominal 5/8" O.S.B. structural sheathing. See typical detail on Sheet S0.2 for fastening details.2.Provide (1) Simpson H2.5A hurricane tie at all rafters, outlookers or where noted on sections.3.See Typical Construction Details on Sheets S0.2 & S0.3.4.See General Notes on Sheet S0.1.
17'-2"1'-1"15'-0"1'-1"4'-1"LCPOST
LCPOSTLC16'-10"35'-6"NOTE: DIMENSIONS SHOWNARE TO OUTSIDE FACE OFSTRUCTURAL CMU UNLESSNOTED OTHERWISE5'-2"8'-7"6'-0"20'-11"F.F.E. = +0'-0"F.F.E. = +0'-0"7'-9"THICKENEDSLAB - SEETYP. DETAIL13'-7"THICKENEDSLAB - SEETYP. DETAILPOST8'-5"8'-5"LC3'-9"10'-9"1
S2.1
1S2.11S2.13BS2.13A
S2.1
3BS2.14
S2.1
2
S2.1
2
S2.1
16'-10"2"2"2"1S2.13A
S2.1 4S2.13AS2.13A
S2.1
2"6x6 WD POST6x6 WD
POST8x16 CMU PIER -SEE SECTION 5/S2.18x16 CMU PIER -SEE SECTION 5/S2.1THICKENEDSLAB AT BTM.OF STAIR5.25x5.25PSL POSTSIMPSON WSWH -SEE PLAN NOTES17'-0"1'-0"15'-0"1'-0"LC POSTLCPOSTLC 17'-0"NOTE: DIMENSIONS SHOWNARE TO OUTSIDE FACE OFSTRUCTURAL STUD UNLESSNOTED OTHERWISEHDR
HDR
HDRHDR
4'-0"35'-8"
13'-8"
(2) 2x10 (2) 2x10HDRLOAD BRG. 2x4 @1'-4" O.C. STUDS3'-9"2x10 JOISTS @ 1'-4" O.C.POST1
S1.1e2S1.1e2S1.1e8'-6"8'-6"LC5.25x5.25PSL POST(3) 1 3/4"x14" LVLEXTEND LVL BEAMTO CORNER FORSTRONG-WALLPANEL ATTACHMENT7
S1.1e NOTE: PROVIDE (2) 2x6 @1'-4" O.C. STUDS WHENHEIGHT OF WALL STUDSMEASURE GREATERTHAN 12'-0", (TYP.)17'-0"1'-0"15'-0"1'-0"LC POSTLCPOSTLC 17'-0"NOTE: DIMENSIONS SHOWNARE TO OUTSIDE FACE OFSTRUCTURAL STUD UNLESSNOTED OTHERWISE4'-0"35'-8"13'-8"17'-9 1/2"(3) 2x12RAFTERS(3) 2x12RAFTERS4'-2 1/2"2x12 RAFTERS @ 2'-0" O.C.SLOPESHED DORMERSIDE WALLS - 2x6@ 1'-4" O.C. STUDSSLOPESLOPESLOPE2x12 RAFTERS @ 2'-0" O.C.(2) 1 3/4"x11 7/8" LVL RIDGE BEAM(2) 1 3/4"x11 7/8" LVL RIDGE BEAM2x12 RAFTERS @ 2'-0" O.C.HDRSLOPE(2)2x8(2)2x8POST2x8 COLLAR TIE(+13'-4" TOP/TIE)(8) 10d NAILSEA. END3S1.1e3S1.1e5S1.1e6S1.1e3S1.1e3S1.1e4S1.1e5S1.1e5.25x5.25PSL POST(4) JS(4) JS2x6 @ 1'-4" O.C.WOOD STUD WALL1/2" SHEATHING -ATTACH PERTYPICAL DETAILFLOOR JOISTS -SEE PLAN(2) 2x6 TOP PLATESFLOOR DECKING -SEE PLAN NOTESTOP / WALLELEV. = +8'-1 1/8"2x6 @ 1'-4" O.C.WOOD STUD WALL2x RIM BOARD2x6 @ 1'-4" O.C.WOOD STUD WALL1/2" SHEATHING -ATTACH PERTYPICAL DETAILFLOOR JOISTS -SEE PLAN(2) 2x6 TOP PLATESFLOOR DECKING -SEE PLAN NOTESTOP / WALLELEV. = +8'-1 1/8"2x6 @ 1'-4" O.C.WOOD STUD WALL2x RIM BOARDTOP / WALLELEV. = +9'-8 1/4"2x6 @ 1'-4" O.C.WOOD STUD WALL1/2" SHEATHING -ATTACH PERTYPICAL DETAIL(2) 2x6 TOP PLATESROOF SHEATHING- SEE PLAN NOTES1'-11 3/4"SEE ARCH.RAFTER - SEE PLAN(1) SIMPSON H2.5AHURRICANE TIE @EACH RAFTER2x RIM BOARDTOP / WALLSEE ARCH. DWGS.2x6 @ 1'-4" O.C.WOOD STUD WALL1/2" SHEATHING -ATTACH PERTYPICAL DETAIL(2) 2x6 TOP PLATESROOF SHEATHING- SEE PLAN NOTES11 1/2"SEE ARCH.RAFTER - SEE PLAN(1) SIMPSON H2.5AHURRICANE TIE @EACH RAFTER2x RIM BOARDPOST BEYONDBEAM - SEE PLANROOF SHEATHING- SEE PLAN NOTES2'-11 3/4"SEE ARCH.RAFTER - SEE PLAN(1) SIMPSON H2.5AHURRICANE TIE @EACH RAFTERLCPOST & BEAM2x RIM BOARD2x6 @ 1'-4" O.C.WOOD STUD WALL(2) 2x6 TOP PLATES2x12 LOOKOUTS@ 2'-0" O.C.1'-0"ROOF SHEATHING- SEE PLAN NOTESRAFTER - SEE PLAN1/2" SHEATHING -ATTACH PERTYPICAL DETAIL2x12 BARGE RAFTER2x12 BLOCKING BTWN.ALL LOOKOUTS(1) SIMPSON H2.5AHURRICANE TIE @EACH LOOKOUTTOP/WALLSLOPES2x6 @ 1'-4" O.C.WOOD STUD WALL1/2" SHEATHING -ATTACH PERTYPICAL DETAILLVL BEAM -SEE PLAN(2) 1 3/4"x5 1/2" LVLCONT. TOP PLATES2x6 STUD WALLBEYONDFURRINGPRELIMINARY -
NOT FOR
CONSTRUCTION These drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:Sheet119 E. Franklin St. Suite 300Chapel Hill, NC 27514Tel: 919.967.0158Fax: 919.967.0159www.tisekiester.comk-dekaydos-danielsengineers, pllc400-201 w morgan stT 919 828 4966raleigh nc 27603F 919 828 4967nc firm license #P-0279www.kaydos-daniels.comSAWMILLVILLAGEBURNSVILLE, NC2101 KDE# 2206705/10/2022S1.1eSTRUCTURAL PLANS -UNIT EFOUNDATION PLAN - UNIT E1/4" = 1'-0"NPLAN FLOOR FRAMING PLAN - UNIT E1/4" = 1'-0"NPLAN ROOF FRAMING PLAN - UNIT E1/4" = 1'-0"NPLAN
Floor Framing Plan Notes:1.All floor decking to be 3/4" T&G plywood or O.S.B. Install in a running bond pattern perpendicular to floor joist.2.(-) J.S. on plan indicates the quantity of wood jack studs to be provided for beam/header bearing.3.Provide triple jack studs at all point load locations including LVL beam and header bearing, unless noted otherwise.4.HDR on plan indicates a wood header. See Sheet S0.2 for header schedule.5.See Typical Construction Details on Sheets S0.2 & S0.3.6.See General Notes on Sheet S0.1.SECTION1S1.1e3/4" = 1'-0"SECTION2S1.1e3/4" = 1'-0"SECTION3S1.1e3/4" = 1'-0"SECTION4S1.1e3/4" = 1'-0"SECTION5S1.1e3/4" = 1'-0"SECTION6S1.1e3/4" = 1'-0"Foundation Plan Notes:1.Entire area shall receive 4" concrete slab on grade. Reinforce slab with 6x6 - W1.4x1.4 welded wire reinforcing unless noted otherwise. Slab shallbear on 4" of compacted, porous fill. Provide minimum 10 mil vapor barrier.2.Areas shaded thus shall receive a depressed slab for special floor finish. See architectural drawings for exact extents of depressed slab.Maintain 4" slab thickness at depressed slab locations.3.Provide Simpson WSWH18 shear wall panel, flush with the inside face of wall framing. Provide (2) 1"Ø anchor bolts that extend to bottom of footingand provide double nuts at bottom of anchor bolts. Header beam shall bear on top of WSWH18 and attached per Simpson manufacturersrecommendations (including TP connections plates and portal straps on each face of WSWH). Outside face will need to be furred out with (2) fullheight 2x10s and 1/2" OSB to equal 5 1/2" wall thickness, attached to WSWH with (2) SDS 3 1/2" long screws at 6"o.c. or 16d nails (stagger rows).4.CJ (construction or control joints - contractor's option) shall be placed at each column centerline, and intermediately spaced at 10'-0" o.c. max. eachway between column centerlines. See typical detail on Sheet S-003.5.F_ on plan indicates a column footing. See typical detail and schedule on Sheet S0.2.6.Marks shown thus (xx'-xx") indicate top of footing / pier elevation. Contractor shall coordinate top of footing elevations with architectural, mechanical,electrical, plumbing, and civil drawings. The Structural Engineer shall be notified of conflicts or discrepancies in top of footing elevations.7.Contractor shall coordinate with site drawings and provide footing steps as required. See typical detail on Sheet S0.2.8.See Typical Construction Details on Sheets S0.2 & S0.3.9.See General Notes on Sheet S0.1.Roof Framing Plan Notes:1.Entire area shall receive nominal 5/8" O.S.B. structural sheathing. See typical detail on Sheet S0.2 for fastening details.2.Provide (1) Simpson H2.5A hurricane tie at all rafters, outlookers or where noted on sections.3.See Typical Construction Details on Sheets S0.2 & S0.3.4.See General Notes on Sheet S0.1.SECTION7S1.1e3/4" = 1'-0"
F.F.E. = +0'-0"19'-0"8'-2"NOTE: DIMENSIONS SHOWNARE TO OUTSIDE FACE OFSTRUCTURAL CMU UNLESSNOTED OTHERWISE16'-10"20'-10"4'-9"16'-10"19'-0"35'-10"29'-0"
22'-6"11'-1"
6'-2"11"11"1'-0"LCPOSTLCPOSTLCPOST
LCPOST
2"2"
2"2"2"2"2"2"6x6 WD POST6x6 WD
POST
1
S2.1
3B
S2.1
3BS2.11S2.13BS2.114'-6"8'-0"6'-4"
4
S2.1
2
S2.1
2
S2.1
2S2.13BS2.13A
S2.1 1S2.12
S2.1 2S2.14S2.18x16 CMU PIER -SEE SECTION 5/S2.18x16 CMU PIER -SEE SECTION 5/S2.15.25x5.25PSL POST5.25x5.25PSL POST19'-0"8'-0"NOTE: DIMENSIONS SHOWNARE TO OUTSIDE FACE OFSTRUCTURAL CMU UNLESSNOTED OTHERWISE17'-0"21'-0"17'-0"19'-0"36'-0"29'-0"
22'-8"6'-4"6'-1"1'-0"1'-0"11"(2) 1 3/4"x14" LVLHDRHDR HDRHDR HDRHDR(2) 1 3/4"x11 7/8" LVL RIDGE BEAMSLOPE2x12 RAFTERS @ 2'-0" O.C.SLOPESLOPE2x12 RAFTERS @ 2'-0" O.C.SLOPE(2)2x10
(2)2x10LCPOST
LCPOSTLCPOST
LCPOST
1S1.1f1S1.1f2S1.1f2S1.1f3S1.1f3S1.1f (2) 2x8FLUSH2x6 CEIL. JOISTS @ 2'-0" O.C.2x6 CEIL. JOISTS @ 2'-0" O.C.4S1.1f4S1.1f5.25x5.25PSL POST5.25x5.25PSL POSTNOTE: PROVIDE (2) 2x6 @1'-4" O.C. STUDS WHENHEIGHT OF WALL STUDSMEASURE GREATERTHAN 12'-0", (TYP.)TOP / WALLSEE ARCH. DWGS.2x6 @ 1'-4" O.C.WOOD STUD WALL1/2" SHEATHING -ATTACH PERTYPICAL DETAILROOF SHEATHING- SEE PLAN NOTES11 1/2"SEE ARCH.RAFTER - SEE PLAN2x RIM BOARD(2) 2x6 TOP PLATES(1) SIMPSON H2.5AHURRICANE TIE @EACH RAFTERCEIL. JOIST WHERENOTED - SEE PLANPOST BEYONDBEAM - SEE PLAN(1) SIMPSON H2.5AHURRICANE TIE @EACH RAFTERLCPOST & BEAM1'-11 1/2"ROOF SHEATHING- SEE PLAN NOTESSEE ARCH.RAFTER - SEE PLAN2x RIM BOARD2x6 @ 1'-4" O.C.WOOD STUD WALL(2) 2x6 TOP PLATES2x12 LOOKOUTS@ 2'-0" O.C.1'-0"ROOF SHEATHING- SEE PLAN NOTESRAFTER - SEE PLAN1/2" SHEATHING -ATTACH PERTYPICAL DETAIL2x12 BARGE RAFTER2x12 BLOCKING BTWN.ALL LOOKOUTS(1) SIMPSON H2.5AHURRICANE TIE @EACH LOOKOUTTOP/WALLSLOPESRIDGE BEAM -SEE PLANROOF SHEATHING -SEE PLAN NOTESLCRIDGESEE ARCH.(2) CONT. 2x6TOP PLATES1'-0"2x6 @ 1'-4" O.C.WOOD STUD WALLSHIM FORRAFTER BEARINGRAFTER - SEE PLANPROVIDE 2X BLOCKINGBETWEEN RAFTERS(1) SIMPSON H2.5AHURRICANE TIE @EACH RAFTER1/2" SHEATHING -ATTACH PERTYPICAL DETAILPRELIMINARY -
NOT FOR
CONSTRUCTION These drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:Sheet119 E. Franklin St. Suite 300Chapel Hill, NC 27514Tel: 919.967.0158Fax: 919.967.0159www.tisekiester.comk-dekaydos-danielsengineers, pllc400-201 w morgan stT 919 828 4966raleigh nc 27603F 919 828 4967nc firm license #P-0279www.kaydos-daniels.comSAWMILLVILLAGEBURNSVILLE, NC2101 KDE# 2206705/10/2022S1.1fSTRUCTURAL PLANS -UNIT FFOUNDATION PLAN - UNIT F1/4" = 1'-0"NPLAN ROOF FRAMING PLAN - UNIT F1/4" = 1'-0"NPLAN
SECTION1S1.1f3/4" = 1'-0"SECTION2S1.1f3/4" = 1'-0"SECTION3S1.1f3/4" = 1'-0"SECTION4S1.1f3/4" = 1'-0"Foundation Plan Notes:1.Entire area shall receive 4" concrete slab on grade. Reinforce slab with 6x6 - W1.4x1.4 welded wire reinforcing unless noted otherwise. Slab shallbear on 4" of compacted, porous fill. Provide minimum 10 mil vapor barrier.2.Areas shaded thus shall receive a depressed slab for special floor finish. See architectural drawings for exact extents of depressed slab.Maintain 4" slab thickness at depressed slab locations.3.Provide Simpson WSWH18 shear wall panel, flush with the inside face of wall framing. Provide (2) 1"Ø anchor bolts that extend to bottom of footingand provide double nuts at bottom of anchor bolts. Header beam shall bear on top of WSWH18 and attached per Simpson manufacturersrecommendations (including TP connections plates and portal straps on each face of WSWH). Outside face will need to be furred out with (2) fullheight 2x10s and 1/2" OSB to equal 5 1/2" wall thickness, attached to WSWH with (2) SDS 3 1/2" long screws at 6"o.c. or 16d nails (stagger rows).4.CJ (construction or control joints - contractor's option) shall be placed at each column centerline, and intermediately spaced at 10'-0" o.c. max. eachway between column centerlines. See typical detail on Sheet S-003.5.F_ on plan indicates a column footing. See typical detail and schedule on Sheet S0.2.6.Marks shown thus (xx'-xx") indicate top of footing / pier elevation. Contractor shall coordinate top of footing elevations with architectural, mechanical,electrical, plumbing, and civil drawings. The Structural Engineer shall be notified of conflicts or discrepancies in top of footing elevations.7.Contractor shall coordinate with site drawings and provide footing steps as required. See typical detail on Sheet S0.2.8.See Typical Construction Details on Sheets S0.2 & S0.3.9.See General Notes on Sheet S0.1.Roof Framing Plan Notes:1.Entire area shall receive nominal 5/8" O.S.B. structural sheathing. See typical detail on Sheet S0.2 for fastening details.2.Provide (1) Simpson H2.5A hurricane tie at all rafters, outlookers or where noted on sections.3.See Typical Construction Details on Sheets S0.2 & S0.3.4.See General Notes on Sheet S0.1.
F.F.E. = +0'-0"F.F.E. = +0'-0"29'-10"34'-6"NOTE: DIMENSIONS SHOWNARE TO OUTSIDE FACE OFSTRUCTURAL CMU UNLESSNOTED OTHERWISE17'-2"7'-10"5'-4"
17'-8"
11'-6"5'-0"1'-1"15'-0"1'-1"LCPOSTLC5'-1"POSTLC POST (5) JS16'-6 1/2"8'-5"8'-5"THICKENEDSLAB - SEETYP. DETAILLC10'-1"3BS2.13A
S2.1
3BS2.14
S2.1 16'-10"2"2"2"6x6 WD POST6x6 WD POST2"
3B
S2.1
2"1S2.12"2"3BS2.14S2.11
S2.1
1S2.11
S2.1
1S2.11S2.116'-10"
2
S2.1
8x16 CMU PIER -SEE SECTION 5/S2.18x16 CMU PIER -SEE SECTION 5/S2.1SIMPSON WSWH -SEE PLAN NOTES2
S2.1
2
S2.1 30'-0"34'-8"17'-0"5'-4"11'-8"8'-0"17'-8"5'-0"NOTE: DIMENSIONS SHOWNARE TO OUTSIDE FACE OFSTRUCTURAL STUD UNLESSNOTED OTHERWISE17'-0"1'-0"15'-0"1'-0"LCPOSTLC5'-0"POSTLC POST (5) JS(3) 1 3/4"x14" LVLSLOPESLOPE2x12 RAFTERS @ 2'-0" O.C.
16'-7 1/2"
(2)2x8
(2)2x8 HDRHDR
HDR HDRHDR
SLOPESLOPESLOPE1 3/4"x11 7/8" LVL1 3/4"x11 7/8" LVL2x12 RIDGE BOARD(2) 1 3/4"x11 7/8" LVL RIDGE BEAM
2x12 RAFTERS @ 2'-0" O.C.2x8 COLLAR TIE(+11'-4" TOP/TIE)(8) 10d NAILSEA. END1S1.1g2S1.1g1S1.1g2S1.1g1S1.1g
3
S1.1g3S1.1g(2) 2x8FLUSH(2) 1 3/4"x11 7/8" LVL RIDGE BEAM 2x12 RAFTERS@ 2'-0" O.C.2x6 CEIL. JOISTS@ 2'-0" O.C.2x6 CEIL. JOISTS@ 2'-0" O.C.2x6 CEIL. JOISTS@ 2'-0" O.C.4S1.1g(3) 2x12 BEAM5S1.1g (4) JS(4) JSEXTEND LVL BEAMTO CORNER FORSTRONG-WALLPANEL ATTACHMENTNOTE: PROVIDE (2) 2x6 @1'-4" O.C. STUDS WHENHEIGHT OF WALL STUDSMEASURE GREATERTHAN 12'-0", (TYP.)SIMPSON LTS20@ VALLEYSIMPSON LTS20@ VALLEYTOP / WALLSEE ARCH. DWGS.2x6 @ 1'-4" O.C.WOOD STUD WALL1/2" SHEATHING -ATTACH PERTYPICAL DETAIL(2) 2x6 TOP PLATESROOF SHEATHING- SEE PLAN NOTES11 1/2"SEE ARCH.RAFTER - SEE PLAN(1) SIMPSON H2.5AHURRICANE TIE @EACH RAFTER2x RIM BOARDCEIL. JOIST WHERENOTED - SEE PLANPOST BEYONDBEAM - SEE PLANROOF SHEATHING- SEE PLAN NOTES1'-11 1/2"SEE ARCH.RAFTER - SEE PLAN(1) SIMPSON H2.5AHURRICANE TIE @EACH RAFTER2x RIM BOARDLCPOST & BEAM(2) SIMPSON LPC6ZPOST CAP @ EA.POST TO BEAMCONNECTION2x6 @ 1'-4" O.C.WOOD STUD WALL(2) 2x6 TOP PLATES2x12 LOOKOUTS@ 2'-0" O.C.1'-0"ROOF SHEATHING- SEE PLAN NOTESRAFTER - SEE PLAN1/2" SHEATHING -ATTACH PERTYPICAL DETAIL2x12 BARGE RAFTER2x12 BLOCKING BTWN.ALL LOOKOUTS(1) SIMPSON H2.5AHURRICANE TIE @EACH LOOKOUTTOP/WALLSLOPESTOP / WALLSEE ARCH. DWGS.2x6 @ 1'-4" O.C.WOOD STUD WALL1/2" SHEATHING -ATTACH PERTYPICAL DETAIL(2) 2x6 TOP PLATESROOF SHEATHING- SEE PLAN NOTES11 1/2"SEE ARCH.RAFTER - SEE PLAN(1) SIMPSON H2.5AHURRICANE TIE @EACH RAFTER2x RIM BOARDCEIL. JOIST WHERENOTED - SEE PLAN2x12 TAILBEAM - SEE PLANTOP / WALLSEE ARCH. DWGS.1/2" SHEATHING -ATTACH PERTYPICAL DETAILROOF SHEATHING- SEE PLAN NOTES11 1/2"SEE ARCH.RAFTER - SEE PLAN2x RIM BOARD2x12 TAILBEAM - SEE PLAN2x WOODPACK DOWNPRELIMINARY -
NOT FOR
CONSTRUCTION These drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:Sheet119 E. Franklin St. Suite 300Chapel Hill, NC 27514Tel: 919.967.0158Fax: 919.967.0159www.tisekiester.comk-dekaydos-danielsengineers, pllc400-201 w morgan stT 919 828 4966raleigh nc 27603F 919 828 4967nc firm license #P-0279www.kaydos-daniels.comSAWMILLVILLAGEBURNSVILLE, NC2101 KDE# 2206705/10/2022S1.1gSTRUCTURAL PLANS -UNIT GFOUNDATION PLAN - UNIT G1/4" = 1'-0"NPLAN ROOF FRAMING PLAN - UNIT G1/4" = 1'-0"NPLAN
SECTION1S1.1g3/4" = 1'-0"SECTION2S1.1g3/4" = 1'-0"SECTION3S1.1g3/4" = 1'-0"SECTION4S1.1g3/4" = 1'-0"SECTION5S1.1g3/4" = 1'-0"Foundation Plan Notes:1.Entire area shall receive 4" concrete slab on grade. Reinforce slab with 6x6 - W1.4x1.4 welded wire reinforcing unless noted otherwise. Slab shallbear on 4" of compacted, porous fill. Provide minimum 10 mil vapor barrier.2.Areas shaded thus shall receive a depressed slab for special floor finish. See architectural drawings for exact extents of depressed slab.Maintain 4" slab thickness at depressed slab locations.3.Provide Simpson WSWH18 shear wall panel, flush with the inside face of wall framing. Provide (2) 1"Ø anchor bolts that extend to bottom of footingand provide double nuts at bottom of anchor bolts. Header beam shall bear on top of WSWH18 and attached per Simpson manufacturersrecommendations (including TP connections plates and portal straps on each face of WSWH). Outside face will need to be furred out with (2) fullheight 2x10s and 1/2" OSB to equal 5 1/2" wall thickness, attached to WSWH with (2) SDS 3 1/2" long screws at 6"o.c. or 16d nails (stagger rows).4.CJ (construction or control joints - contractor's option) shall be placed at each column centerline, and intermediately spaced at 10'-0" o.c. max. eachway between column centerlines. See typical detail on Sheet S-003.5.F_ on plan indicates a column footing. See typical detail and schedule on Sheet S0.2.6.Marks shown thus (xx'-xx") indicate top of footing / pier elevation. Contractor shall coordinate top of footing elevations with architectural, mechanical,electrical, plumbing, and civil drawings. The Structural Engineer shall be notified of conflicts or discrepancies in top of footing elevations.7.Contractor shall coordinate with site drawings and provide footing steps as required. See typical detail on Sheet S0.2.8.See Typical Construction Details on Sheets S0.2 & S0.3.9.See General Notes on Sheet S0.1.Roof Framing Plan Notes:1.Entire area shall receive nominal 5/8" O.S.B. structural sheathing. See typical detail on Sheet S0.2 for fastening details.2.Provide (1) Simpson H2.5A hurricane tie at all rafters, outlookers or where noted on sections.3.See Typical Construction Details on Sheets S0.2 & S0.3.4.See General Notes on Sheet S0.1.
F.F.E. = +0'-0"F.F.E. = +0'-0"29'-10"34'-6"NOTE: DIMENSIONS SHOWNARE TO OUTSIDE FACE OFSTRUCTURAL CMU UNLESSNOTED OTHERWISE17'-2"7'-10"5'-4"
17'-8"
11'-6"5'-0"1'-1"15'-0"1'-1"LCPOSTLC5'-1"POSTLC POST
16'-6 1/2"8'-5"8'-5"THICKENEDSLAB - SEETYP. DETAILLC10'-1"3BS2.13A
S2.1
3BS2.14
S2.1
2
S2.1 16'-10"2"2"2"6x6 WD POST6x6 WD POST2
S2.1
2"
3B
S2.1
2"1S2.12"2"3BS2.14S2.11
S2.1
1S2.11
S2.1
1S2.11S2.116'-10"CONC.RAMP - SEECIVIL DWGS.SHOWER DEPRESSION- SEE ARCH. DWGS.2
S2.1
8x16 CMU PIER -SEE SECTION 5/S2.18x16 CMU PIER -SEE SECTION 5/S2.1(5) JSSIMPSON WSWH -SEE PLAN NOTES30'-0"34'-8"17'-0"5'-4"11'-8"8'-0"17'-8"5'-0"NOTE: DIMENSIONS SHOWNARE TO OUTSIDE FACE OFSTRUCTURAL STUD UNLESSNOTED OTHERWISE17'-0"1'-0"15'-0"1'-0"LCPOSTLC5'-0"POSTLC POST (5) JS(3) 1 3/4"x14" LVL16'-7 1/2"
(2)2x8
(2)2x8 HDRHDR
HDR HDRHDR SLOPESLOPE
(2) 1 3/4"x11 7/8" LVL RIDGE BEAM2x8 COLLAR TIE(+11'-4" TOP/TIE)(8) 10d NAILSEA. ENDSLOPESLOPE2x12 RAFTERS @ 2'-0" O.C.SLOPE2x12 RAFTERS @ 2'-0" O.C.1S1.1h2S1.1h1S1.1h2S1.1h1S1.1h4S1.1h
3
S1.1h3S1.1h1 3/4"x11 7/8" LVL1 3/4"x11 7/8" LVL2x12 RIDGE BOARD(2) 1 3/4"x11 7/8" LVL RIDGE BEAM
2x6 CEIL. JOISTS@ 2'-0" O.C.(2) 2x8FLUSH2x12 RAFTERS@ 2'-0" O.C.2x6 CEIL. JOISTS@ 2'-0" O.C.(3) 2x12 BEAM5S1.1h (4) JSEXTEND LVL BEAMTO CORNER FORSTRONG-WALLPANEL ATTACHMENT(4) JSNOTE: PROVIDE (2) 2x6 @1'-4" O.C. STUDS WHENHEIGHT OF WALL STUDSMEASURE GREATERTHAN 12'-0", (TYP.)2x6 CEIL. JOISTS@ 2'-0" O.C.SIMPSON LTS20@ VALLEYSIMPSON LTS20@ VALLEYTOP / WALLSEE ARCH. DWGS.2x6 @ 1'-4" O.C.WOOD STUD WALL1/2" SHEATHING -ATTACH PERTYPICAL DETAIL(2) 2x6 TOP PLATESROOF SHEATHING- SEE PLAN NOTES11 1/2"SEE ARCH.RAFTER - SEE PLAN(1) SIMPSON H2.5AHURRICANE TIE @EACH RAFTER2x RIM BOARDCEIL. JOIST WHERENOTED - SEE PLANPOST BEYONDBEAM - SEE PLANROOF SHEATHING- SEE PLAN NOTES1'-11 1/2"SEE ARCH.RAFTER - SEE PLAN(1) SIMPSON H2.5AHURRICANE TIE @EACH RAFTER2x RIM BOARDLCPOST & BEAM(2) SIMPSON LPC6ZPOST CAP @ EA.POST TO BEAMCONNECTION2x6 @ 1'-4" O.C.WOOD STUD WALL(2) 2x6 TOP PLATES2x12 LOOKOUTS@ 2'-0" O.C.1'-0"ROOF SHEATHING- SEE PLAN NOTESRAFTER - SEE PLAN1/2" SHEATHING -ATTACH PERTYPICAL DETAIL2x12 BARGE RAFTER2x12 BLOCKING BTWN.ALL LOOKOUTS(1) SIMPSON H2.5AHURRICANE TIE @EACH LOOKOUTTOP/WALLSLOPESTOP / WALLSEE ARCH. DWGS.2x6 @ 1'-4" O.C.WOOD STUD WALL1/2" SHEATHING -ATTACH PERTYPICAL DETAIL(2) 2x6 TOP PLATESROOF SHEATHING- SEE PLAN NOTES11 1/2"SEE ARCH.RAFTER - SEE PLAN(1) SIMPSON H2.5AHURRICANE TIE @EACH RAFTER2x RIM BOARDCEIL. JOIST WHERENOTED - SEE PLAN2x12 TAILBEAM - SEE PLANTOP / WALLSEE ARCH. DWGS.1/2" SHEATHING -ATTACH PERTYPICAL DETAILROOF SHEATHING- SEE PLAN NOTES11 1/2"SEE ARCH.RAFTER - SEE PLAN2x RIM BOARD2x12 TAILBEAM - SEE PLAN2x WOODPACK DOWNPRELIMINARY -
NOT FOR
CONSTRUCTION These drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:Sheet119 E. Franklin St. Suite 300Chapel Hill, NC 27514Tel: 919.967.0158Fax: 919.967.0159www.tisekiester.comk-dekaydos-danielsengineers, pllc400-201 w morgan stT 919 828 4966raleigh nc 27603F 919 828 4967nc firm license #P-0279www.kaydos-daniels.comSAWMILLVILLAGEBURNSVILLE, NC2101 KDE# 2206705/10/2022S1.1hSTRUCTURAL PLANS -UNIT HFOUNDATION PLAN - UNIT H1/4" = 1'-0"NPLAN ROOF FRAMING PLAN - UNIT H1/4" = 1'-0"NPLAN
SECTION1S1.1h3/4" = 1'-0"SECTION2S1.1h3/4" = 1'-0"SECTION3S1.1h3/4" = 1'-0"SECTION4S1.1h3/4" = 1'-0"SECTION5S1.1h3/4" = 1'-0"Foundation Plan Notes:1.Entire area shall receive 4" concrete slab on grade. Reinforce slab with 6x6 - W1.4x1.4 welded wire reinforcing unless noted otherwise. Slab shallbear on 4" of compacted, porous fill. Provide minimum 10 mil vapor barrier.2.Areas shaded thus shall receive a depressed slab for special floor finish. See architectural drawings for exact extents of depressed slab.Maintain 4" slab thickness at depressed slab locations.3.Provide Simpson WSWH18 shear wall panel, flush with the inside face of wall framing. Provide (2) 1"Ø anchor bolts that extend to bottom of footingand provide double nuts at bottom of anchor bolts. Header beam shall bear on top of WSWH18 and attached per Simpson manufacturersrecommendations (including TP connections plates and portal straps on each face of WSWH). Outside face will need to be furred out with (2) fullheight 2x10s and 1/2" OSB to equal 5 1/2" wall thickness, attached to WSWH with (2) SDS 3 1/2" long screws at 6"o.c. or 16d nails (stagger rows).4.CJ (construction or control joints - contractor's option) shall be placed at each column centerline, and intermediately spaced at 10'-0" o.c. max. eachway between column centerlines. See typical detail on Sheet S-003.5.F_ on plan indicates a column footing. See typical detail and schedule on Sheet S0.2.6.Marks shown thus (xx'-xx") indicate top of footing / pier elevation. Contractor shall coordinate top of footing elevations with architectural, mechanical,electrical, plumbing, and civil drawings. The Structural Engineer shall be notified of conflicts or discrepancies in top of footing elevations.7.Contractor shall coordinate with site drawings and provide footing steps as required. See typical detail on Sheet S0.2.8.See Typical Construction Details on Sheets S0.2 & S0.3.9.See General Notes on Sheet S0.1.Roof Framing Plan Notes:1.Entire area shall receive nominal 5/8" O.S.B. structural sheathing. See typical detail on Sheet S0.2 for fastening details.2.Provide (1) Simpson H2.5A hurricane tie at all rafters, outlookers or where noted on sections.3.See Typical Construction Details on Sheets S0.2 & S0.3.4.See General Notes on Sheet S0.1.
3" CLEAR (TYP.)2'-0"#4 @ 4'-0" O.C. TRANS.(3) #4 CONT. LONG.8"8"1'-0"TOP / FTG.SEE PLANSLAB ON GRADE, TURNDOWN INTO HEADERBLOCK AS SHOWN - SEEPLAN NOTES2x6 @ 1'-4" O.C. WOODSTUD WALL1/2" SHEATHING -ATTACH PER TYPICAL DETAILFINISH GRADE OREXTERIOR SLAB2x6 TREATED SOLE PLATE W/1/2"Ø F1554 ANCHOR RODS@ 4'-0" O.C. PROVIDE 90°HOOK & 6" MIN. EMBED.8" CMU2" RIGID INSULATION -SEE ARCH. DWGS.8"1'-4"
MIN.2" RIGID INSULATION -SEE ARCH. DWGS.FACE OF CMU1"#4 DOWEL @ 4'-0" O.C. -SEE SCHEDULE FORHOOK @ BOTT.FILL ALL CELLS & CAVITIESBELOW F.F.E. W/ 3000 PSIPEA GRAVEL GROUT4" CMUSLAB ON GRADE, TURNDOWN INTO HEADERBLOCK AS SHOWN - SEEPLAN NOTES2x6 @ 1'-4" O.C. WOODSTUD WALL2" RIGID INSULATION -SEE ARCH. DWGS.3" CLEAR (TYP.)2'-0"#4 @ 4'-0" O.C. TRANS.(3) #4 CONT. LONG.8"8"1'-0"TOP / FTG.SEE PLAN8" CMU8"2" RIGID INSULATION -SEE ARCH. DWGS.R-5 RIGID INSULATION -SEE ARCH. DWGS.EXTERIOR SLAB ON GRADE1/2" SHEATHING -ATTACH PER TYPICAL DETAIL2x6 TREATED SOLE PLATE W/1/2"Ø F1554 ANCHOR RODS@ 4'-0" O.C. PROVIDE 90°HOOK & 6" MIN. EMBED.FACE OF CMU1"#4 DOWEL @ 4'-0" O.C. -SEE SCHEDULE FORHOOK @ BOTT.FILL ALL CELLS & CAVITIESBELOW F.F.E. W/ 3000 PSIPEA GRAVEL GROUT3" CLEAR (TYP.)2'-0"#4 @ 4'-0" O.C. TRANS.(3) #4 CONT. LONG.8":3A6":3B8"1'-0"TOP / FTG.SEE PLANSLAB ON GRADE, TURNDOWN ONTO CMU ASSHOWN - SEE PLAN NOTESFINISH GRADE OREXTERIOR SLAB8":3A10"3B1'-4"
MIN.FACE OF CMU &EDGE OF CONC.# 4 CONT.#4 DOWEL @ 4'-0" O.C. -SEE SCHEDULE FORHOOK @ BOTT.FILL ALL CELLS & CAVITIESBELOW F.F.E. W/ 3000 PSIPEA GRAVEL GROUT8" CMU3" CLEAR (TYP.)2'-0"#4 @ 4'-0" O.C. TRANS.(3) #4 CONT. LONG.8"8"1'-0"TOP / FTG.SEE PLANSLAB ON GRADE, TURNDOWN ONTO CMU ASSHOWN - SEE PLAN NOTES2" RIGID INSULATION -SEE ARCH. DWGS.8"FACE OF CMU &EDGE OF CONC.# 4 CONT.4" CMU2" RIGID INSULATION -SEE ARCH. DWGS.R-5 RIGID INSULATION -SEE ARCH. DWGS.EXTERIOR SLAB ON GRADE#4 DOWEL @ 4'-0" O.C. -SEE SCHEDULE FORHOOK @ BOTT.FILL ALL CELLS & CAVITIESBELOW F.F.E. W/ 3000 PSIPEA GRAVEL GROUT8" CMU3" CLEAR (TYP.)2'-0"#4 @ 4'-0" O.C. TRANS.(3) #4 CONT. LONG.1'-0"TOP / FTG.SEE PLANSLAB ON GRADE,TURN DOWN ONTOCMU AS SHOWN -SEE PLAN NOTESFINISH GRADE OREXTERIOR SLAB1'-4"
MIN.# 4 CONT.#4 DOWEL @ 4'-0" O.C. -SEE SCHEDULE FORHOOK @ BOTT.FILL ALL CELLS & CAVITIESBELOW F.F.E. W/ 3000 PSIPEA GRAVEL GROUT8" CMU PIER - SEE PLANLCPOSTWOOD POST -SEE PLANSIMPSON ABW66ZSTANDOFF BASE(1) 1/2"Ø HILTI HIT-HY200 EPOXY ANCHOR,MIN. EMBED. = 6"8":3A6":3B8":3A10"3B8"PRELIMINARY -
NOT FOR
CONSTRUCTION These drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:Sheet119 E. Franklin St. Suite 300Chapel Hill, NC 27514Tel: 919.967.0158Fax: 919.967.0159www.tisekiester.comk-dekaydos-danielsengineers, pllc400-201 w morgan stT 919 828 4966raleigh nc 27603F 919 828 4967nc firm license #P-0279www.kaydos-daniels.comSAWMILLVILLAGEBURNSVILLE, NC2101 KDE# 2206705/10/2022S2.1SSECTIONSSECTION1S2.13/4" = 1'-0"SECTION2S2.13/4" = 1'-0"SECTION3S2.13/4" = 1'-0"SECTION4S2.13/4" = 1'-0"SECTION5S2.13/4" = 1'-0"
PRELIMINARY -
NOT FOR
CONSTRUCTION These drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:Sheet119 E. Franklin St. Suite 300Chapel Hill, NC 27514Tel: 919.967.0158Fax: 919.967.0159www.tisekiester.comk-dekaydos-danielsengineers, pllc400-201 w morgan stT 919 828 4966raleigh nc 27603F 919 828 4967nc firm license #P-0279www.kaydos-daniels.com2101 KDE# 2206705/19/2022COMMUNITYBUILDINGSAWMILLVILLAGES0.1STRUCTURALGENERAL NOTES1.0.11.0.21.0.31.0.41.0.51.0.61.0.71.0.81.0.91.0.101.0.111.0.121.0.131.0.142.0.12.0.22.0.32.0.42.0.62.0.72.0.82.0.92.0.102.0.52.0.112.0.122.0.132.0.14STRUCTURAL NOTES2.0FOUNDATION:1.0GENERAL NOTES:4.3ADHESIVE, ANCHOR RODS AND REBAR INHARDENED CONCRETE (EPOXY ANCHORS):THE FOOTING EXCAVATIONS SHALL BE KEPT FREE FROM LOOSE MATERIALAND STANDING WATER AND SHALL BE NEAT AND TRUE TO LINE BEFORE ANYCONCRETE IS PLACED. EXCAVATION SHALL BE CHECKED AND APPROVED BY AQUALIFIED GEOTECHNICAL ENGINEER TO ENSURE COMPLIANCE WITH THEREQUIREMENTS OF THE GEOTECHNICAL REPORT.ALL SITE GRADING WORK SHALL BE PERFORMED UNDER THE DIRECTOBSERVATION OF THE GEOTECHNICAL ENGINEER. ANY DEVIATIONS IN SOILSCONDITIONS FROM THOSE DESCRIBED IN THE GEOTECHNICAL REPORT ARETO BE REPORTED TO THE ARCHITECT/ENGINEER & GEOTECHNICALENGINEER IMMEDIATELY.ALL ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEWCONSTRUCTION SHALL BE REMOVED.A.B.C.D.TYPICAL DETAILS SHALL BE USED WHENEVER APPLICABLE WHETHERSPECIFICALLY REFERENCED OR NOT.DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES.REFER TO ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, UNLESSOTHERWISE NOTED.SIZE AND LOCATION OF INTERIOR AND EXTERIOR NON-BEARINGPARTITIONS.SIZE AND LOCATION OF CURBS, FLOOR DRAINS, SLOPES, DEPRESSEDAREAS, CHANGES IN LEVEL, RAMPS, CHAMFERS, GROOVES, INSERTS, ETC.,EXCEPT AS SHOWN.SIZE AND LOCATION OF FLOOR AND ROOF OPENINGS, EXCEPT AS SHOWN.FLOOR AND ROOF FINISHES.STAIR FRAMING AND DETAILS, EXCEPT AS SHOWN.DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THEFOLLOWING:PIPE RUNS, SLEEVES, HANGERS, TRENCHES, SLAB OPENINGS, ETC.,EXCEPT AS SHOWN OR NOTED.ELECTRICAL CONDUITS, BOXES, OUTLETS.CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL AND PLUMBINGFIXTURES.SIZE AND LOCATION OF MACHINE AND EQUIPMENT BASES, ANCHORBOLTS, ETC.ASTM REFERENCES ARE FROM THE LATEST ISSUE AND LATEST REVISION,UNLESS OTHERWISE NOTED.CONSTRUCTION MATERIALS, IF PLACED ON STRUCTURAL MEMBERS, SHALL BESPREAD OUT SUCH THAT THE LOADING DOES NOT EXCEED THE DESIGN LIVELOADS. PROVIDE SHORING AND BRACING WHERE CONSTRUCTION LOADINGEXCEEDS THE DESIGN STRENGTH OF THE STRUCTURAL MEMBERS OR THESTRUCTURAL STRENGTH HAS NOT BEEN ATTAINED OR THE STRUCTURE IS NOTCOMPLETE.THE CAD DRAWING FILES ARE THE PROPERTY OF THE EOR AND WILL NOT BERELEASED TO THE CONTRACTOR OR SUBCONTRACTOR FOR THEIR USE.STRUCTURAL DRAWINGS TO BE USED IN CONJUNCTION WITH ARCHITECTURALFOOTING DEPTHS SHOWN ARE A MINIMUM AND MAY REQUIRE DEEPENING PERDIRECTION OF THE GEOTECHNICAL ENGINEER.NOT USED.A.B.C.D.E.F.G.FOOTINGS SHALL BEAR ON FIRM UNDISTURBED OR COMPACTED SOIL PERRECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.WALL FOOTINGS ARE CONTINUOUS POURED CONCRETE WITH CONTINUOUSREINFORCING PLACED 3" CLEAR OF BOTTOM AND SIDES.UNLESS OTHERWISE NOTED, WALL FOOTINGS ARE CENTERED UNDER WALLSAND COLUMN FOOTINGS UNDER COLUMNS.EXAMINE THE STRUCTURAL DRAWINGS AND THESPECIFICATIONS AND NOTIFY THE ENGINEER & CONTRACTINGOFFICER OF ANY DISCREPANCIES IN ELEVATIONS, DIMENSIONS, AND SITECONDITIONS INCLUDING ERRORS BEFORE PROCEEDING WITH ANY WORK.OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THEDRAWINGS (AND SPECIFICATIONS) SHALL BE RESOLVED IN WRITING WITH THEENGINEER/ARCHITECT PRIOR TO START OF WORK.NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL MEMBERS UNLESSSPECIFICALLY DETAILED OR APPROVED BY THE ENGINEER & CONTRACTINGOFFICER.THE DRAWINGS (AND SPECIFICATIONS) REPRESENT THE COMPLETEDSTRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.PROVIDE ALL MEASURES AND MEANS NECESSARY TO PROTECT PERSONS ANDTHE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE,BUT NOT BE LIMITED TO BRACING, SHORING, ETC. OBSERVATION VISITS BY THEARCHITECT OR ENGINEER DOES NOT INCLUDE REVIEW OF THESE MEASURES.INVESTIGATE THE SITE DURING CLEARING AND EXCAVATION FOR UNSUITABLECONDITIONS, UNCONSOLIDATED AND UNDOCUMENTED FILLS, BURIEDSTRUCTURES, UTILITIES, ETC., AND IMMEDIATELY NOTIFY THEARCHITECT/ENGINEER OF ANY SITE CONDITIONSNOT REFLECTED ON THE DRAWINGS OR DIFFERENT FROM MAXIMUM ORMINIMUM DIMENSIONS INDICATED, INCLUDING CONFLICT IN GRADES, ADVERSESOIL CONDITIONS, GROUNDWATER PRESENT, DEEPENED FOOTINGS,UNCOVERED AND UNEXPECTED UTILITY LINES, ETC.DETERMINE THE LOCATION OF UTILITY SERVICES IN AREAS TO BEEXCAVATED BEFORE BEGINNING EXCAVATION. EXERCISE EXTREMECAUTION IN EXCAVATING AND TRENCHING. DAMAGE CAUSED AS A RESULTOF FAILING TO EXACTLY LOCATE AND PRESERVE ALL EXISTINGUNDERGROUND UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR.PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE, GROUND,AND OR SEEPAGE WATER.PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING ANDSHORING REQUIRED TO SAFELY RETAIN ALL GRADES.UTILITY TRENCH BACKFILL SHALL BE MECHANICALLY COMPACTED IN LAYERSTO THE APPROVAL OF THE GEOTECHNICAL ENGINEER.A.GEOTECHNICAL REPORT AND ALL SUPPLEMENTAL REPORTS OR ADDENDASHALL BE KEPT ON THE JOB SITE AT ALL TIMES.GEOTECHNICAL ENGINEER SHALL VERIFY IN WRITING TO THEARCHITECT/ENGINEER THAT SITE GRADING WORK COMPLIES WITH ALL OFTHE RECOMMENDATIONS AND CONCLUSIONS OF THE GEOTECHNICALREPORT. SUBMIT COMPACTION TEST REPORTS FOR ALL FILL BY A QUALIFIEDTESTING LAB TO ARCHITECT/ENGINEER BEFORE FOUNDATION PLACEMENT.ALL LOOSE SOIL AND FILL DIRT SHALL BE COMPACTED PER GEOTECHNICALREPORT AND TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEERTO A MINIMUM OF 95% MAXIMUM DENSITY.THE PROJECT SPECIFICATIONS (A BOOK OF SPECIFICATIONS WHEN PROVIDED)ARE A PART OF THE CONTRACT DOCUMENTS. IF THERE IS A DISCREPANCYFOUND BETWEEN THE SPECIFICATIONS AND THE DRAWINGS, SPECIFICATIONSTAKE PRECEDENCE, HOWEVER THE MATTER SHALL BE PROMPTLY SUBMITTEDTO THE SEOR FOR CLARIFICATION. ANY WORK PERFORMED BY THECONTRACTOR WITHOUT SUCH A CLARIFICATION SHALL BE AT CONTRACTOR'SOWN RISK AND EXPENSE.CONCRETE: USE ONLY ADHESIVE ANCHOR SYSTEMS THAT HAVE BEEN ISSUED ANICC-ES REPORT IN ACCORDANCE WITH PROVISIONS OF OF ICC-ES AC308. ANCHORSYSTEM SHOULD BE APPROVED FOR USE IN CRACKED CONCRETE AND SEISMICDESIGN CATEGORIES A-F PER SECTION 2.0 OF THE ICC-ES EVALUATION SERVICESREPORT. ANCHOR SYSTEM SHALL BE INSTALLED PER REQUIREMENTS OF THE ICC-ESEVALUATION SERVICES REPORT FOR SPECIFIC ANCHOR, AND AS REQUIRED BY THEMANUFACTURER.FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSUREOF 2000 PSF TO BE CONFIRMED DURING CONSTRUCTION BY GEOTECHNICALENGINEER.3.0.13.0.23.0.33.0.43.0.53.0.63.0.73.0.83.0.93.0.103.0.113.0.12STRUCTURAL STEEL:3.0A. ANGLES AND CHANNELSASTM A36 (Fy=36 ksi)B. PLATESASTM A36 (Fy=36 ksi)C. HSS (RECTANGULAR)ASTM A500 GRADE B (Fy=46 ksi)ASTM F992 (Fy=50 ksi)D. WIDE FLANGETHE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE INACCORDANCE WITH "AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"AND STEEL CONSTRUCTION MANUAL AISC 360, LATEST ADOPTED EDITION. EXCEPTAS AMMENDED IN IBC CHAPTER 22.THE SEISMIC DESIGN OF STEEL STRUCTURES SHALL BE IN ACCORDANCE WITH"AISC SEISMIC PROVISIONS FOR STRUCTUAL STEEL BUILDINGS", INCLUDING ALLSUPPLEMENTS AISC 341 EXCEPT AS AMENDED IN IBC CHAPTER 22.ALL CONNECTIONS SHALL BE DETAILED IN ACCORDANCE WITH LATEST EDITION OFAISC "DETAILING FOR STEEL CONSTRUCTION". DESIGN CONNECTIONS FOR HALF OFTHE TOTAL UNIFORM LOAD PER AISC TABLES (UNO)STEEL FURNISHED FOR STRUCTURAL LOAD-CARRYING PURPOSES SHALL BEPROPERLY IDENTIFIED FOR CONFORMITY TO THE SPECIFIED GRADES SHOWNBELOW AND IN ACCORDANCE WITH ASTM STANDARDS AND PROVISIONS OF IBCCHAPTER 22. STEEL THAT IS NOT READILY IDENTIFIABLE AS TO GRADE FROMMARKING AND TEST RECORDS SHALL BE TESTED TO DETERMINE CONFORMITY TO:ALL COLUMN ENDS TO BE MILLED.ALL EXTERIOR STRUCTURAL STEEL PERMANENTLY EXPOSED TO THE WEATHERSHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION. ZINC COATING SHALLCONFORM TO ASTM A123 (G-60 U.O.N.).ALL STEEL FABRICATION SHALL BE PERFORMED IN AN APPROVEDFABRICATION SHOP.STEEL FABRICATOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL ANDSTRUCTURAL DRAWINGS.ALL METAL ITEMS, INCLUDING CONNECTORS, EXPOSED TO THE WEATHERSHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION.STRUCTURAL STEEL SHALL BE DELIVERED TO THE JOB SITE FREE OFEXCESSIVE RUST, MILL SCALE, GREASE, ETC.SUBMIT SHOP DRAWINGS TO THE STRUCTURAL ENGINEER FOR REVIEW PRIORTO FABRICATION FOR ALL STRUCTURAL STEEL MEMBERS AND ACCESSORIES. SHOPDRAWINGS SHALL INCLUDE CONNECTION DESIGN AND SHALL BE SEALED BY APROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA.ALL WELDING DONE AFTER GALVANIZING SHALL BE PROTECTED WITH TWOCOATS OF "GALVALOY", OR EQUAL. CONTRACTOR TO USE VENTILLATIONWHILE PERFORMING THIS WORK AS REQUIRED BY OSHA.ASTM F1554 GRADE 55E. ANCHOR BOLTS1.1DESIGN CRITERIA5.0.1STRUCTURAL WOOD FOR LOAD-BEARING WALL STUDS AND SILL PLATES SHALL BESPRUCE-PINE-FIR #2. ALL OTHER STRUCTURAL WOOD FOR FLOOR AND ROOF FRAMING SHALLBE SOUTHERN YELLOW PINE #2 (SYP#2). ALL STRUCTURAL WOOD SHALL HAVE A MAXIMUMMOISTURE CONTENT OF 19%, UNLESS NOTED OTHERWISE.5.0.2ALL WOOD MEMBERS AND DECKING PERMANENTLY EXPOSED TO WEATHER, SILL PLATES, ORANY WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.5.0.3WOOD MEMBERS SHALL NOT BE CUT FOR PLUMBING OR WIRING UNLESS DETAILED ON THEAPPROVED SHOP DRAWINGS.5.0.4FABRICATION AND ERECTION OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH THE LATESTEDITION OF AF&PA'S NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANDANSI/TPI 1.5..05TRUSS MANUFACTURER SHALL FURNISH SHOP DRAWINGS AND DESIGN CALCULATIONSPREPARED BY A PROFESSIONAL ENGINEER LICENSED IN NORTH CAROLINA. SHOP DRAWINGSSHALL INDICATE TRUSS END REACTIONS FOR CONNECTION VERIFICATION BYSTRUCTURAL-ENGINEER-OF-RECORD.5.0.6LAMINATED VENEER LUMBER (LVL) SHALL BE MICROLLAM LVL OR EQUIVALENT AND SHALL HAVETHE FOLLOWING MINIMUM MATERIAL PROPERTIES: FLEXURAL STRENGTH (Fb) = 2,600 PSI,MODULUS OF ELASTICITY (E) = 2,000 KSI.5.0STRUCTURAL WOOD:4.1.94.1.104.1.114.0CONCRETE:REINFORCING STEEL:4.1INTERIOR SLAB ON GRADEFOOTINGS & ALL OTHER CONCRETE MIN. f'c3,000 psi3,000 psiALL REINFORCING BARS SHALL BE PROVIDED WITH THE FOLLOWING CONCRETE COVER:SLAB ON GRADE REINFORCEMENT SHALL BE POSITIONED AT MID-DEPTH.SHOP DRAWINGS FOR SIZE AND LAYOUT OF REINFORCING REBARS ARE REQUIRED.4.0.11PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLAB ON GRADE AS SHOWN ON PLANSUNLESS SPECIFIED OTHERWISE. LOCATION OF JOINTS NOT SPECIFICALLY INDICATED SHALL BEREVIEWED BY THE STRUCTURAL ENGINEER & CONTRACTING OFFICER PRIOR TO PLACINGREINFORCING STEEL.4.0.12DRY PACK SHALL BE ONE PART CEMENT AND 2 3/4 PARTS SAND WITH JUST ENOUGH WATER TOHYDRATE CEMENT AND FORM A BALL SHOWING MOISTURE ON THE SURFACE WHEN SQUEEZED.IT SHALL BE RAMMED IN TIGHT TO MAXIMUM DENSITY ATTAINABLE, AND SHALL BE FROM APRODUCT THAT SPECIFIES A MINIMUM STRENGTH AT 28 DAYS OF 5000 psi.4.0.13NON-SHRINK GROUT SHALL BE FROM A PRODUCT THAT SPECIFIES A MINIMUM COMPRESSIVESTRENGTH AT 28 DAYS OF 7,000 psi PER ASTM C109. GROUTING OF BASE PLATES PRIOR TOPLUMBING OF COLUMN IS NOT PERMITTED.4.0.14PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED WITH A3/4" CHAMFER OR TOOLED EDGE, UNLESS OTHERWISE NOTED.4.0.15ALL CONCRETE WHICH DURING THE LIFE OF THE STRUCTURE WILL BE SUBJECT TO FREEZINGTEMPERATURES WHILE WET, SHALL HAVE A WATER CEMENT RATIO NOT EXCEEDING 0.45 BYWEIGHT AND SHALL CONTAIN ENTRAINED AIR PER ACI 614. SUCH CONCRETE SHALL INCLUDEEXTERIOR SLABS, PERIMETER FOUNDATIONS, EXTERIOR CURBS, ETC.4.0.1CEMENT SHALL CONFORM TO ASTM C150, TYPE I / II4.0.2AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C44, 1 1/2"MAXIMUM SIZE.4.0.3ADMIXTURES MAY NOT BE USED WITHOUT PRIOR APPROVAL OF THE ENGINEER. ADMIXTURESUSED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT REDUCE THE STRENGTHOF CONCRETE. FLY ASH (POZZOLAN) IF PERMITED BY SPECIFICATIONS SHALL NOT EXCEED 25%FOR SLAB ON GRADE AND 25% FOR ALL OTHER CONCRETE.4.0.4THE MIX DESIGN, INCLUDING PROPORTIONS OF MATERIALS FOR A ONE YARD BATCH, SHALL BESUBMITTED TO THE ENGINEER OF RECORD & CONTRACTING OFFICER FOR REVIEW PRIOR TOORDERING CONCRETE.4.0.5READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C94.4.0.6ALL REINFORCING BARS AND INSERTS SHALL BE SECURED IN PLACE PRIOR TO PLACINGCONCRETE.4.0.7CONDUITS EMBEDDED HORIZONTALY IN THE SLAB SHALL HAVE AN OUTSIDE DIAMETER NOGREATER THAN 1/4 THE THICKNESS OF THE SLAB. CONDUIT SHALL NOT BE EMBEDDED IN ASLAB THAT IS LESS THAN 4 1/2" THICK. EXCEPT FOR LOCAL OFFSETS, MIN. CLEAR DISTANCEBETWEEN CONDUITS SHALL BE 6".4.0.8NON-STRUCTURAL STEEL MEMBERS EMBEDDED IN CONCRETE SHALL BE GALVANIZED ORPAINTED. ALL DAMAGED GALVANIZED AREAS SHALL BE REPAIRED PRIOR TO EMBEDMENT.4.0.9ALL NORMAL WEIGHT CONCRETE SHALL HAVE A MAXIMUM DRY DENSITY OF 150 pcf. ALL LOWWEIGHT CONCRETE TO HAVE MAXIMUM DENSITY OF 115 pcf.4.0.10MINIMUM CONCRETE COMPRESSIVE STRENGTHS AT 28 DAYS.4.1.1DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS SHALL BE IN ACCORDANCEWITH ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETESTRUCTURES, ACI 415-LATEST ADOPTED EDITION.4.1.2ALL REINFORCING SHALL BE ADEQUATELY SUPPORTED TO PREVENT DISPLACEMENT BYCONCRETE PLACEMENT OR WORKERS.4.1.3ALL REINFORCING BARS EXCEPT BARS TO BE WELDED SHALL CONFORM TO THE "STANDARDSPECIFICATION FOR DEFORMED BILLET STEEL BARS FOR CONCRETE REINFORCEMENT", ASTMA615 GRADE 60. BARS TO BE WELDED SHALL CONFORM TO ASTM A706.4.1.4WELDING OF REINFORCING BARS TO BE IN ACCORDANCE WITH "STRUCTURAL WELDINGCODE-REINFORCING STEEL", AWS D1.4. REINFORCING STEEL TO BE WELDED SHALL HAVE AMAXIMUM CARBON EQUIVALENT (CE) OF 0.75. SPECIAL INSPECTION IS REQUIRED. TESTING ISREQUIRED FOR ALL WELDS THICKER THAN 5/16". USE ASTM A706 WELDABLE REBAR.4.1.5WHERE CONTINUOUS BARS ARE CALLED OUT IN FOOTINGS, SPLICES MAY BE USED. WHEREBARS ARE SHOWN SPLICED, THEY MAY RUN CONTINUOUS AT CONTRACTOR'S OPTION.4.1.6ALL REINFORCING BAR BENDS SHALL BE MADE COLD.4.1.7UNLESS OTHERWISE SHOWN, WALL VERTICAL REINFORCING SHALL BE POSITIONED AT THECENTER OF THE WALL.4.1.8DOWELS BETWEEN FOOTINGS AND WALLS SHALL BE THE SAME GRADE, SIZE, AND SPACING ASVERTICAL REINFORCING.DEFERRED SUBMITTALSTHE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTALDOCUMENTS HAVE BEEN REVIEWED BY THE ARCHITECT OR ENGINEER OF RECORD AND THAT THEYHAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING.1. SLAB ON GRADE CONTROL AND CONSTRUCTION JOINT LAYOUT (DOES NOT NEED TO BE SEALEDBY A PROFESSIONAL ENGINEER)THE ABOVE LISTED SUBMITTAL DOCUMENTS SHALL BE STAMPED AND SIGNED BY A REGISTEREDPROFESSIONAL ENGINEER IN THE STATE OF NORTH CAROLINA.3.0.13ALL EXPOSED STRUCTURAL STEEL SHALL HAVE FINISHES PER AISCARCHITECTURALLY EXPOSED STRUCTURAL STEEL SPECIFICATIONS4.2 UNIT MASONRY ASSEMBLIES:4.2.1 CONCRETE MASONRY UNITS (CMU) SHALL BE ERECTED AS LOAD BEARING CONCRETEMASONRY. COMPLY WITH ACI 530.1 "SPECIFICATION FOR MASONRY STRUCTURES" FORMATERIALS, METHODS, AND WORKMANSHIP AND ERECTION TOLERANCES.4.2.2 PROVIDE CONCRETE MASONRY UNIT (MIN 1900 PSI) SO THAT CMU ASSEMBLIES DEVELOPS AMINIMUM NET-AREA COMPRESSIVE STRENGTH (F'M) OF 1500 PSI AT 28 DAYS AND AS FOLLOWS:A. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 WITH A MINIMUMAVERAGE NET-AREA COMPRESSIVE STRENGTH OF 1900 PSI.B. WEIGHT CLASSIFICATION: NORMAL WEIGHT, UNLESS OTHERWISE NOTEDC. SIZE: MANUFACTURED TO DIMENSIONS 3/8" LESS THAN NOMINAL DIMENSIONS4.2.3 BRICK MASONRY ON THIS PROJECT THAT IS A NON-STRUCTURAL VENEER, REFER TOARCHITECTURAL PLAN AND SPECS FOR ALL MASONRY VENEER REQUIREMENTS, INCLUDINGBUT NOT LIMITED TO, FLASHING REQUIREMENTS, COURSING, CORBELING REQUIREMENTS,EXPANSION/CONTROL JOINT REQUIREMENTS AND SPACING AND WEEP LOCATION ANDSPACING.4.2.4 PROVIDE MORTAR AND GROUT MATERIALS AS INDICATED ON THE DRAWINGS ANDCONFORMING TO THE REQUIREMENTS LISTED BELOW. ALL CELLS CONTAININGREINFORCEMENT, CELLS BELOW GRADE, AND ANY LOCATIONS NOTED ON THE DRAWINGSSHALL BE GROUTED SOLID. DO NOT USE ADMIXTURES, INCLUDING AIR-ENTRAINING AGENTS,ACCELERATORS, RETARDERS, WATER-REPELLENT AGENT, ANTIFREEZE COMPOUNDS, OROTHER ADMIXTURES UNLESS OTHERWISE NOTED. DO NOT USE CALCIUM CHLORIDE IN MORTAROR GROUT.CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH:.........3"CONCRETE EXPOSED TO EARTH OR WEATHER:NO.6 THROUGH NO.18 BAR .........................................................................2"NO.5 BAR, W31 OR D31 WIRE, AND SMALLER ..........................................1 1/2"CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:SLABS, WALLS, JOISTS:NO.14 AND NO.18 BAR .................................................................................1 1/2"NO.11 BAR AND SMALLER ...........................................................................3/4"4.3.1ALL ADHESIVE ANCHOR INSTALLATIONS SHALL COMPLY WITH MANUFACTURER'S WRITTENINSTRUCTIONS AND SPECIFICATIONS, INCLUDING ANY ICC-ES REPORTS.4.3.2DUST SHALL BE BLOWN FROM THE HOLE WITH COMPRESSED AIR TO ENSURE PROPER ANCHORSEATING DEPTH AND TO PROVIDE A CLEAN BONDING SURFACE. ADDITIONALLY, THE HOLE SHALLBE BRUSHED WITH A NYLON BRUSH THEN BLOWN AGAIN WITH COMPRESSED AIR.4.3.3ADHESIVE SHALL ONLY BE APPLIED TO DRY SURFACES.4.3.4BASE MATERIAL TEMPERATURE MUST BE 40°F OR ABOVE AT TIME OF INSTALLATION. FOR BESTRESULTS, MATERIAL SHOULD BE 70°F-80°F.4.3.5WHEN INSTALLING EPOXY ANCHORS INTO MASONRY, ANCHORS SHALL BE INSTALLED IN SOLIDGROUTED CELLS ONLY.4.3.6CHEMICAL ANCHOR SYSTEMS:4.3.7ANCHOR RODS:ALL RODS SHALL BE ASTM A36 THREADED RODS WITH ASTM A563 GRADE A NUTS AND ANSIB18.22.1 TYPE A WASHERS, UNLESS OTHERWISE NOTED. ANCHORS DESIGNATED AS ASTM A193GRADE B7 THREADED RODS SHALL USE ASTM A563 GRADE DH HEAVY HEX NUTS AND ASTM F436WASHERS.4.3.8REINFORCEMENT BARS: ASTM A615 GRADE 60 STEEL.4.3.9REMOVE GREASE, OIL, RUST AND ANY OTHER LAITANCE FROM RODS AND DOWELS PRIOR TOINSTALLATION.4.3.10SPECIAL INSPECTION REQUIREMENTS WILL BE DICTATED BY SECTION 4.0 OF THE ICC-ESEVALUATION SERVICES REPORT. ANY SPECIAL INSPECTION SHALL VERIFY ANCHOR TYPE,ANCHOR DIMENSIONS, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, HOLEDIMENSIONS, ANCHOR SPACINGS, EDGE DISTANCES, SLAB THICKNESS, ANCHOR EMBEDMENT,AND TIGHTENING TORQUE.4.3.11CONTRACTOR'S OPTION TO USE OTHER MANUFACTURER'S PRODUCTS ONLY WITH PRIORAPPROVAL OF THE ENGINEER & CONTRACTING OFFICER. SUBMIT MANUFACTURER'SLITERATURE AND PRODUCT INSTALLATION FOR REVIEW.4.2 UNIT MASONRY ASSEMBLIES (CONTINUED):4.2.4 CONTINUEDA.MORTAR FOR MASONRY ASSEMBLIES SHALL BE TYPE S, CONFORMING TO ASTM C270B.GROUT FOR UNIT MASONRY SHALL BE FINE GROUT CONFORMING TO ASTM C476 AND HAVE AMINIMUM 28 DAY COMPRESSIVE STRENGTH ( FM ) OF 2000 PSI. GROUT SHALL HAVE A SLUMP OF 8TO 11 INCHES AS MEASURED ACCORDING TO ASTM C143. COMPLY WITH TABLE 1.15.1 IN ACI 530.1FOR DIMENSIONS OF GROUT SPACES AND POUR HEIGHT.1.BUILDING CODE.......................................................... 2018 NC STATE BUILDING CODE2.BUILDING CLASSIFICATION CATEGORY (TABLE 1604.5)............................................. II3.DESIGN LIVE LOADS:a)ROOF................................................................................................................. 20 PSFb)RESIDENTIAL ................................................................................................... 40 PSF4.SUPERIMPOSED DEAD LOADS:a)ROOF................................................................................................................. 20 PSF5.SNOW:a)GROUND SNOW LOAD.................................................................................... 15 PSFb)FLAT ROOF SNOW LOAD................................................................................ 20 PSFc)SNOW EXPOSURE FACTOR, Ce........................................................................... 1.0d)IMPORTANCE FACTOR, Is..................................................................................... 1.0e)THERMAL FACTOR, Ct........................................................................................... 1.06.WIND:a)ULTIMATE DESIGN WIND SPEED............................................................... 115 MPHb)NOMINAL DESIGN WIND SPEED................................................................... 90 MPHc)IMPORTANCE FACTOR, Iw.................................................................................... 1.0d)WIND EXPOSURE CATEGORY................................................................................ Be)INTERNAL PRESSURE COEFFICIENT........................................................... +/- 0.18f)ROOF COMPONENTS AND CLADDING (NOMINAL)................................. +/- 20 PSFg)WALL COMPONENTS AND CLADDING (NOMINAL)................................. +/- 22 PSFh)ROOF OVERHANG (NOMINAL) ................................................................. +/- 30 PSF7.SEISMIC:a)IMPORTANCE FACTOR, Ie..................................................................................... 1.0b)MAPPED SPECTRAL RESPONSE ACCELERATION, Ss................................ 0.299 Gc)ONE SECOND PERIOD SPECTRAL RESPONSE COEFFICIENT, S1........... 0.105 Gd)SITE CLASS................................................................................................................. De)SHORT PERIOD SPECTRAL RESPONSE COEFFICIENT, Sds......................0.311 Gf)ONE SECOND PERIOD SPECTRAL RESPONSE COEFFICIENT, Sd1...........0.167Gg)SEISMIC DESIGN CATEGORY.................................................................................. Ch)BASIC SEISMIC FORCE RESISTING SYSTEM................................................................LIGHT FRAME WOOD WALLS WITH STRUCTURAL WOOD SHEAR PANELSi)SEISMIC BASE SHEAR BUILDING .................................................................... V = 3Kj)SEISMIC RESPONSE COEFFICIENT, .................................................................0.048k)RESPONSE MODIFICATION FACTOR, ...................................................................6.5l)ANALYSIS PROCEDURE......................................... EQUIVALENT LATERAL FORCE
LOCATED IN INTERIOR WOOD STUD WALLTHICKENED SLAB AT PSL POST OR JACK STUDSSLAB ON GRADE -SEE PLAN NOTES(3) #5 EA. WAY1'-3"1'-3"12"LCPSL POST OR JACK STUDS& THICKENED SLAB2x PT SOLE PLATE W/1/2"Ø x 8" SIMPSONTITAN HD ANCHORS@ 4'-0" O.C.2'-6" SQUARE1/2" STRUCTURALSHEATHING EA.SIDE OF WALL -ATTACH PERTYPICAL DETAIL2x4 INTERIOR WOODSTUD WALL - FULLHEIGHT AT SHEARWALL LOCATIONWALL SECTION WHEREROOF RAFTER IS DIRECTLY OVER SHEAR WALLWALL SECTION WHERESHEAR WALL EXTENDS TO ROOF DIAPHRAGMROOF SHEATHING -SEE PLAN NOTESRAFTERS - SEE PLAN(2) 2x4 TOP PLATE(2) 10d NAILS@ 0'-4" O.C.1/2" STRUCTURALSHEATHING EA.SIDE OF WALL -ATTACH PERTYPICAL DETAIL2x4 INTERIOR WOODSTUD WALL - FULLHEIGHT AT SHEARWALL LOCATIONROOF SHEATHING -SEE PLAN NOTESDOUBLE RAFTER -SEE PLAN(2) 2x4 TOP PLATE(2) 10d NAILS@ 0'-4" O.C.THICKENED SLAB AT INTERIOR SHEAR WALLSLAB ON GRADE -SEE PLAN NOTES(2) #5 EA. CONT.1'-0"1'-0"12"LCSHEAR WALL &THICKENED SLAB2x PT SOLE PLATE W/1/2"Ø x 8" SIMPSONTITAN HD ANCHORS@ 2'-8" O.C.2'-0"1/2" STRUCTURALSHEATHING EA.SIDE OF WALL -ATTACH PERTYPICAL DETAIL2x4 @ 1'-4"O.C.WOOD STUD WALL# 5 TRANS. @ 2'-0"O.C.PRELIMINARY -
NOT FOR
CONSTRUCTION These drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:Sheet119 E. Franklin St. Suite 300Chapel Hill, NC 27514Tel: 919.967.0158Fax: 919.967.0159www.tisekiester.comk-dekaydos-danielsengineers, pllc400-201 w morgan stT 919 828 4966raleigh nc 27603F 919 828 4967nc firm license #P-0279www.kaydos-daniels.com2101 KDE# 2206705/19/2022COMMUNITYBUILDINGSAWMILLVILLAGES0.2TYPICAL DETAILSTypical Construction Detail Notes1.2.Typical details shown on this sheet apply throughout the project, in all cases, unless noted otherwise.Typical details may not be specifically referenced on foundation plans or framing plans.TYPICAL CONSTRUCTION DETAILSNOT TO SCALELAP - SEESCHEDULE90° HOOK -SEE SCHEDULE90° HOOK -SEE SCHEDULECONTINUOUSREINFORCINGBARSPLACEMENT OF CONTINUOUS REINFORCING FORBOND BEAMS, FOOTINGS AND CONCRETE WALLSTYPICALCORNERLOCATIONTYPICALINTERSECTIONLOCATIONSTEPPED FOOTING2X (MIN.)X X
1'-0
"
(MI
N
.
)CONTINUOUS FOOTINGREINFORCINGTOP OF FOOTING - SEEPLAN & PLAN NOTESLAP - SEE SCHEDULE(TYP.)LAP - SEE SCHEDULE(TYP.)TOP OF FOOTING - SEEPLAN & PLAN NOTESCONTINUOUS FOOTINGREINFORCINGX = 8" (MIN.)WOOD STUD WALL HEADERS-SEE SCHEDULEPROVIDE (2) WOOD STUDSBENEATH WALL HEADERFOR BEARINGSEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF REQUIRED HEADERS.PROVIDE HEADERS AS SHOWN UNLESS NOTED OTHERWISE ON PLANS, SECTIONS, ORDETAILS FOR ALL OPENINGS WIDER THAN 1'-0".< 10'-0"(2) 2 X 6WOOD STUD WALL HEADER NOTES10'-0" < 13'-0"2.1.(2) 2 X 8OPENINGELEVATIONHEADER SIZEREMARKSSECTIONINTERIOR NON-LOAD BEARING WOOD STUD WALL HEADERS (2x4 WALLS)WOOD STUD WALL HEADERS13'-0" < 16'-0"(2) 2 X 10DIAPHRAM BOUNDARY(BEARING WALLS)BLOCKED DIAPHRAGM FASTENING(TO BE USED @ ALL ROOF AREAS)NOTE: NAILS ALONG PANEL PERIMETER SHALL NOTBE PLACED MORE THAN 3/8" FROM PANEL EDGE10d NAILS @ 4" O.C.AT DIAPHRAGM BOUNDARY10d NAILS @ 6" O.C. ATPANEL EDGESCONTINUOUS BLOCKING ORH-CLIPS AT ALL PANEL EDGES10d NAILS @ 1'-0" O.C.AT ALL INTERMEDIATEFRAMING MEMBERSROOF TRUSS TOPCHORD OR RAFTERWALL HEADER - SEE SCHEDULEPROVIDE (2) WOOD STUDSBENEATH WALL HEADERFOR BEARINGSEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF REQUIRED HEADERS.PROVIDE HEADERS AS SHOWN UNLESS NOTED OTHERWISE ON PLANS, SECTIONS, ORDETAILS FOR ALL OPENINGS WIDER THAN 1'-0".WALL HEADER NOTES< 6'-0"6'-0" < 8'-0"2.1.(3) 2 X 10(3) 2 X 8OPENINGELEVATIONHEADER SIZEKING STUDS (EA. END)SECTIONLOAD BEARING WALL HEADERS (2x6 WALLS)8'-0" < 10'-0"(3) 2 X 12LUMBER FOR HEADERS SHALL BE SYP#2 U.N.O.3.(2)(2)(3)WOOD ROOF OPENING1'-0" SQ. OPNG.UP TO 2'-0"MIN 2 X 6 FRAME(MATCH EXISTINGFRAMINGVERIFY SIZE & LOCATIONOF OPENINGINTERIOR WOOD STUD WALLTHICKENED SLAB AT LOAD BEARINGSLAB ON GRADE -SEE PLAN NOTES(2) #5 CONT.8"8"12"LCWALL & THICKENED SLAB2x PT SOLE PLATE W/1/2"Ø x 8" SIMPSONTITAN HD ANCHORS@ 4'-0" O.C.8d NAILS @ 1'-0" O.C.AT ALL INTERMEDIATEFRAMING MEMBERS8d NAILS @ 4" O.C. ATPANEL EDGES2 X WALL STUDS1/2" PLYWOOD OR O.S.B.SHEATHING PLACEDHORIZONTALLY IN ARUNNING BOND PATTERNSHEAR PANEL FASTENING(TO BE USED @ ALL EXTERIOR WALLS)LAP (in.)BARSIZE90° HOOK (in.)#4#52936LAP SPLICE AND 90° HOOK SCHEDULETOP BARS*OTHER BARS2228810REINFORCING BAR LAP & HOOK SCHEDULEFOR CAST-IN-PLACE CONCRETE3" CLEAR (TYP.)6" MIN.EMBED.EXIST. FTG.SEE SECTIONSHILTI HIT-HY 200ANCHOR SYSTEMEXISTING FOOTING TOREMAIN - ROUGHEN FACETO 1/4" AMPLITUDECONNECTION TO EXISTING FOOTINGTOP / FTG ELEV.MATCH EXIST.CONSTRUCTION JOINTCONTROL JOINTSAWED 1/8" X 1/4 SLABTHICKNESS WITH SEALANTCONTINUOUS FORMEDKEYED JOINTNOTES:1.SEE PLANS FOR REQUIRED SLAB THICKNESS2.SLAB ON GRADE CONSTRUCTION AND CONTROL JOINTSSHALL BE DETERMINED BY THE CONTRACTOR. JOINTLOCATIONS SHALL BE SUBMITTED TO THE ENGINEERFOR APPROVAL PRIOR TO CONSTRUCTION3.SAW CUT CONTROL JOINTS WITHIN 8 HOURS OF SLABPOURDISCONTINUOUS JOINT(2)#3x2'-6" LONG,CENTERED INSLAB, TYP.RE-ENTRANT CORNER2" CLR., TYP.TYPICAL REINFORCEMENT ATSLAB RE-ENTRANT CORNERS(2)#3x2'-6" LONG,CENTERED INSLAB, TYP.CONTROL ORCONSTRUCTIONJOINT
PRELIMINARY -
NOT FOR
CONSTRUCTION These drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:Sheet119 E. Franklin St. Suite 300Chapel Hill, NC 27514Tel: 919.967.0158Fax: 919.967.0159www.tisekiester.comk-dekaydos-danielsengineers, pllc400-201 w morgan stT 919 828 4966raleigh nc 27603F 919 828 4967nc firm license #P-0279www.kaydos-daniels.com2101 KDE# 2206705/19/2022COMMUNITYBUILDINGSAWMILLVILLAGES0.3TYPICAL DETAILSTypical Construction Detail Notes1.2.Typical details shown on this sheet apply throughout the project, in all cases, unless noted otherwise.Typical details may not be specifically referenced on foundation plans or framing plans.TYPICAL CONSTRUCTION DETAILSNOT TO SCALE(3) #6(2) #6# 5 EA. SIDEOF JOINTPREFORMEDGASKET# 6 (TYP.)#3 TIE @ 1'-4" O.C.U-BLOCK - BEAR 8"EACH END (MIN.) (2) # 5VERT. REINF. - SEESECTIONSOPENINGS LESS THAN 4'-0" = (2) # 6REINFORCED CMU WALL ELEVATION & REINFORCING DETAILSA - SILLB - JAMBC - PIERD - CORNERF - CONTROL JOINTE - INTERSECTIONG - TYPICAL REINFORCED WALLPROVIDE CONTROL JOINT20' O.C. MAX., U.N.O.Note: These details apply to all reinforced cmu walls.Refer to sections & plans for extent of reinforced cmu.WPIER REINFORCINGLESS THAN 24"GREATER THAN 24"LESS THAN 40"GREATER THAN 40"8"12"CMUTHICKNESSGROUT SOLID - DETAIL CREINFORCINGTYPICAL WALL REINF.GROUT SOLID - DETAIL CTYPICAL WALL REINF.15151515#317#8n/a91n/a70#5n/a#6#7n/an/a#432252531435960n/a3946202020602539462010" CMULAP SPLICE SCHEDULE6" CMUBARSIZE4" CMULAP (in.)8" CMU12" CMU2#5 BAR (MIN.) WITHIN16" OF TOP OFPARAPETVERTICAL BARS WITHIN8" OF CONTROL JOINT(EACH SIDE)PREFORMED GASKETAT CONTROL JOINT#5 BAR (MIN.) TOP ANDBOTTOM OFOPENINGS 16" WIDEAND WIDERDOWEL INTO FOOTINGTO MATCH VERTICALBARS. PROVIDESTANDARD HOOKFOOTINGSEE INDIVIDUAL WALLSECTIONS FOR ROOFCONNECTION DETAILSAND REINFORCINGREQUIREMENTSPARAPETVERTICAL BAR WITHIN 8"OF CORNERS AND ENDSOF WALLS (MATCH BARSIZE TO THAT OFADJACENT WALL)ALL 6" CMU ORLARGER TO BEREINFORCED WITHMINIMUM #6 AT 4'-0"O.C. U.N.O.GREATER OF 24"OR40 BAR DIAGENERAL MASONRY NOTES:1.REINFORCING SHOWN IS A MINIMUM REQUIREMENT.INDIVIDUAL WALL SECTION REINFORCINGREQUIREMENTS (SUCH AS NUMBER OR SIZE OF BARS)SHALL TAKE PRECEDENCE OVER THE REQUIREMENTSSHOWN HEREIN. SEE INDIVIDUAL WALL SECTIONSAND SCHEDULES FOR VERTICAL REINFORCINGREQUIREMENTS.2.ALL DISCONTINUOUS REINFORCEMENT SHALL BELAPPED PER SCHEDULE.3.VERTICAL STEEL MUST BE SECURED IN PLACEBEFORE BLOCKS ARE LAID. ALL VERTICALREINFORCEMENT SHALL BE CONTINUOUS THROUGHMASONRY LINTELS AND BOND BEAMS UNO.4.AT OPENINGS WHERE STEEL BEAM LINTELS AREPROVIDED, REINFORCE THE JAMB CELL TO THEBEARING ELEVATION OF THE LINTEL AND REINFORCETHE NEXT ADJACENT CELL PAST THE END OF THEBEAM FULL HEIGHT AS SHOWN IN THIS DETAIL.5.DETAIL DOES NOT APPLY TO INTERIOR NON-LOADBEARING PARTITION WALLS.6.FOR HORIZONATAL REINFORCING, PROVIDE MINIMUM(2)LEGS OF W1.7 HORIZONTAL JOINT REINFORCING AT16" O.C.7.ALL GROUT SHALL BE 3000 PSI GROUT IN MAXIMUM4'-0" LIFTSCMU GROUTING NOTES:1.CONTACT SPECIAL INSPECTOR IF REQUIRED ON JOB.2.CONTACT ARCHITECT AND INSPECTOR 24 HOURSBEFORE PLACING GROUT FOR AN INSPECTION OFTHE WORK.3.CONTRACTOR SHALL PROVIDE MATERIALS ANDPERFORM ALL GROUTING WORK IN ACCORDANCEWITH ACI 530.1.PREPARATION:1.THOROUGHLY CLEAN EACH CMU CELL TO BEGROUTED BY RODDING TO REMOVE ALLDELETERIOUS MATERIAL AND DEBRIS.2.PROVIDE CLEANOUTS AT THE BASE OF WALL BYREMOVING THE FACE SHELL OF UNITS AT EACHCORE TO BE GROUTED. CLEANOUTS SHALL BE NOSMALLER THE 5" X 5". WHERE CORES ARE TO BEGROUTED AT 8" ON CENTER, PROVIDE CLEANOUTSAT 1'-4" O.C.3.AFTER CLEANING, CLOSE CLEANOUTS WITHCLOSURES BRACED TO RESIST GROUT PRESSURE.4.PLACE REINFORCEMENT PRIOR TO GROUTING.PLACEMENT:1.GROUT MAY BE PLACED BY PUMPING, OR POURINGFROM LARGE OR SMALL BUCKETS.2.PLACE GROUT IN LIFTS THAT SHOULD NOT EXCEED 4FEET HIGH.3.THE NEXT LIFT MAY BE PLACED AFTER WATER FROMTHE GROUT BELOW IS ABSORBED BY MASONRYUNITS.4.CONSOLIDATE EACH 4 FT. LIFT WITH A LOWVELOCITY VIBRATOR WITH A 3/4" HEAD. THEVIBRATOR SHALL BE PLACE AT MID HEIGHT OF THELIFT IN EACH GROUTED CORE AND SHALL BEACTIVATED FOR ONE OR TWO SECONDS ONLY.VERTICAL BAR FULLHEIGHT EACH SIDE OFOPENINGS GREATERTHAN 16" WIDE (MATCHBAR SIZE TO THAT OFADJACENT WALL)OPENINGS GREATERTHAN 4'-0" = (4) #6PROVIDE CONTINUOUSHORIZONTAL BOND BEAMAROUND BUILDING AT 8'-0" O.C.
NOTE: DIMENSIONS SHOWNARE TO OUTSIDE FACE OFSTRUCTURAL CMU UNLESSNOTED OTHERWISEF.F.E. = +0'-0"F.F.E. = +0'-0"26'-9 1/2"6'-8 1/2"15'-5 1/2"7'-9 1/2"10'-11 1/2"8'-0"6'-3 1/2"82'-0"26'-9 1/2"6'-8 1/2"15'-5 1/2"7'-9 1/2"25'-3"82'-0"18'-3 1/2"
18'-3 1/2"8'-6 5/8"2'-0"28'-10 1/8"
6.5°
6'-7"6'-7"5'-1 1/2"1'-3"1'-0"ALIGNALIGN2'-0"
2'-0"
18'-3 1/2"ALIGN1
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11'-1 3/4"7'-1 3/4"11'-6"10'-8"16'-4"6'-4 1/4"10'-2 1/4"SIMPSONHDU5-SDS2.5HOLDOWNSIMPSONHDU5-SDS2.5HOLDOWNSIMPSONHDU5-SDS2.5HOLDOWNSIMPSONHDU5-SDS2.5HOLDOWNSIMPSONHDU5-SDS2.5HOLDOWNSIMPSONHDU5-SDS2.5HOLDOWNSIMPSONHDU5-SDS2.5HOLDOWNSIMPSONHDU5-SDS2.5HOLDOWNSIMPSONHDU5-SDS2.5HOLDOWNSIMPSONHDU5-SDS2.5HOLDOWNINTERIOR SHEARWALL - SEE PLANNOTESEXTERIOR SHEARWALL - SEE PLANNOTES20'-1 3/4"9'-7 1/4"NOTE: WALL STUDS ARE 2x6 @1'-4" O.C. IF LESS THAT 12'-0" TALL.IF STUDS ARE TALLER THAN 12'-0",PROVIDE (2) 2x6 @ 1'-4" O.C.THICKENED SLAB -SEE TYPICAL DETAILON SHEET S-002THICKENED SLAB -SEE TYPICAL DETAILON SHEET S-002LOAD BEARINGWALLLOAD BEARINGWALLLOADBEARINGWALL8" MIN.8" MIN.5.25x5.25PSL POST3.5x7 PSLPOSTTHICKENEDSLAB - SEETYP. DETAILEXTERIORSLAB ONGRADECONC.STAIREXTERIORSLAB ONGRADEF.F.E. = +0'-0"5
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5
S1.1
5S1.15S1.15S1.15S1.13" CLEAR (TYP.)2'-0"#4 @ 4'-0" O.C. TRANS.(3) #4 CONT. LONG.8"8"1'-0"TOP / FTG.SEE PLANSLAB ON GRADE, TURNDOWN INTO HEADERBLOCK AS SHOWN - SEEPLAN NOTES2x6 WOOD STUD WALL- SEE PLAN NOTE1/2" STRUCTURAL SHEATHING -ATTACH PER TYPICAL DETAILFINISH GRADE OREXTERIOR SLAB2x6 TREATED SOLE PLATE W/1/2"Ø F1554 ANCHOR RODS@ 4'-0" O.C. PROVIDE 90°HOOK & 6" MIN. EMBED.8" CMU2" RIGID INSULATION -SEE ARCH. DWGS.8"1'-4"
MIN.2" RIGID INSULATION -SEE ARCH. DWGS.FACE OF CMU1"#4 DOWEL @ 4'-0" O.C. -SEE SCHEDULE FORHOOK @ BOTT.FILL ALL CELLS & CAVITIESBELOW F.F.E. W/ 3000 PSIPEA GRAVEL GROUT4" CMUSLAB ON GRADE, TURNDOWN INTO HEADERBLOCK AS SHOWN - SEEPLAN NOTES2x6 WOOD STUD WALL- SEE PLAN NOTE2" RIGID INSULATION -SEE ARCH. DWGS.3" CLEAR (TYP.)2'-0"#4 @ 4'-0" O.C. TRANS.(3) #4 CONT. LONG.8"8"1'-0"TOP / FTG.SEE PLAN8" CMU8"2" RIGID INSULATION -SEE ARCH. DWGS.R-5 RIGID INSULATION -SEE ARCH. DWGS.EXTERIOR SLAB ON GRADE1/2" STRUCTURAL SHEATHING -ATTACH PER TYPICAL DETAIL2x6 TREATED SOLE PLATE W/1/2"Ø F1554 ANCHOR RODS@ 4'-0" O.C. PROVIDE 90°HOOK & 6" MIN. EMBED.FACE OF CMU1"#4 DOWEL @ 4'-0" O.C. -SEE SCHEDULE FORHOOK @ BOTT.FILL ALL CELLS & CAVITIESBELOW F.F.E. W/ 3000 PSIPEA GRAVEL GROUT3" CLEAR (TYP.)2'-0"#4 @ 4'-0" O.C. TRANS.(3) #4 CONT. LONG.8":3A6":3B8"1'-0"TOP / FTG.SEE PLANSLAB ON GRADE, TURNDOWN ONTO CMU ASSHOWN - SEE PLAN NOTESFINISH GRADE OREXTERIOR SLAB2" RIGID INSULATION -SEE ARCH. DWGS.8":3A10"3B1'-4"
MIN.FACE OF CMU &EDGE OF CONC.# 4 CONT.#4 DOWEL @ 4'-0" O.C. -SEE SCHEDULE FORHOOK @ BOTT.FILL ALL CELLS & CAVITIESBELOW F.F.E. W/ 3000 PSIPEA GRAVEL GROUT8" CMU3" CLEAR (TYP.)2'-0"#4 @ 4'-0" O.C. TRANS.(3) #4 CONT. LONG.8"8"1'-0"TOP / FTG.SEE PLANSLAB ON GRADE, TURNDOWN ONTO CMU ASSHOWN - SEE PLAN NOTES2" RIGID INSULATION -SEE ARCH. DWGS.8"FACE OF CMU &EDGE OF CONC.# 4 CONT.4" CMU2" RIGID INSULATION -SEE ARCH. DWGS.R-5 RIGID INSULATION -SEE ARCH. DWGS.EXTERIOR SLAB ON GRADE#4 DOWEL @ 4'-0" O.C. -SEE SCHEDULE FORHOOK @ BOTT.FILL ALL CELLS & CAVITIESBELOW F.F.E. W/ 3000 PSIPEA GRAVEL GROUT8" CMUFINISH GRADE - SEEARCH. & CIVIL DWGS.# 4 DOWEL @ 2'-0" O.C.- SEE SCHED. FORHOOK @ BTM.(2) # 5 CONT. LONG.1'-0"6"2'-0"MIN.SLAB ON GRADE -SEE PLAN NOTES(2) CONT. #4PRELIMINARY -
NOT FOR
CONSTRUCTION These drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:Sheet119 E. Franklin St. Suite 300Chapel Hill, NC 27514Tel: 919.967.0158Fax: 919.967.0159www.tisekiester.comk-dekaydos-danielsengineers, pllc400-201 w morgan stT 919 828 4966raleigh nc 27603F 919 828 4967nc firm license #P-0279www.kaydos-daniels.com2101 KDE# 2206705/19/2022COMMUNITYBUILDINGSAWMILLVILLAGES1.1FOUNDATION PLANFOUNDATION PLAN1/4" = 1'-0"NPLANFoundation Plan Notes:1.Entire area shall receive 4" concrete slab on grade. Reinforce slab with 6x6 - W1.4x1.4 welded wire reinforcing unlessnoted otherwise. Slab shall bear on 4" of compacted, porous fill. Provide minimum 10 mil vapor barrier.2.Areas shaded thus shall receive a depressed slab for special floor finish. See architectural drawings for exactextents of depressed slab. Maintain 4" slab thickness at depressed slab locations.3.CJ (construction or control joints - contractor's option) shall be placed at each column centerline, and intermediatelyspaced at 10'-0" o.c. max. each way between column centerlines. See typical detail on Sheet S-003.4.Areas shaded thus indicate an interior shear wall. See typical sections on Sheet S-002 for fastening details.5.Marks shown thus (xx'-xx") indicate top of footing / pier elevation. Contractor shall coordinate top of footing elevationswith architectural, mechanical, electrical, plumbing, and civil drawings. The Structural Engineer shall be notified ofconflicts or discrepancies in top of footing elevations.6.Contractor shall coordinate with site drawings and provide footing steps as required. See typical detail on Sheet S0.2.7.See Typical Construction Details on Sheets S0.2 & S0.3.8.See General Notes on Sheet S0.1.SECTION1S1.13/4" = 1'-0"SECTION2S1.13/4" = 1'-0"SECTION3S1.13/4" = 1'-0"SECTION4S1.13/4" = 1'-0"SECTION5S1.13/4" = 1'-0"
NOTE: DIMENSIONS SHOWNARE TO OUTSIDE FACE OFSTRUCTURAL STUD UNLESSNOTED OTHERWISE(2) 1 3/4"x9 1/4" LVL(2) 1 3/4"x9 1/4" LVL2x12 RAFTERS @ 1'-4" O.C.26'-11 1/2"6'-6 1/2"15'-7 1/2"7'-9 1/2"10'-11 1/2"7'-10"6'-5 1/2"82'-2"26'-11 1/2"6'-6 1/2"15'-7 1/2"7'-9 1/2"10'-11 1/2"7'-10"6'-5 1/2"82'-2"18'-5 1/2"
18'-5 1/2"8'-6 3/4"2'-0"29'-0 1/4"
6.5°
6'-7"6'-7"5'-3 1/2"4'-1"±5'-0 9/16"
6'-1"±4'-1 13/16"
4'-1"HDRHDRHDRHDR
HDR
HDR
HDRHDR
HDRHDR(3) 1 3/4"x11 1/4" LVLSLOPE
SLOPE
SLOPE
(2) 1 3/4"x9 1/4" LVL(3) 1 3/4"x9 1/4" LVLHDR(2) 1 3/4"x11 1/4" LVLE.O.R.E.O.R.E.O.R.E.O.R.E.O.R.2x6 CEIL. JOISTS @ 2'-0" O.C.
1
S1.2
1
S1.2
5S1.2 2S1.2
2
S1.2
2
S1.2
2
S1.2
3
S1.21 3/4"x11 1/4" LVL RAFTERS @ 1'-4" O.C.(2) 1 3/4"x9 1/4" LVL2x12 RAFTERS @ 1'-4" O.C.2x12 RAFTERS @ 1'-4" O.C.15'-6"+3/8" FLITCH PLATE (FLUSH)(3) 1 3/4"x14" LVLCANTILEVERBEAM (HIGH)(2) 1 3/4"x14" LVLLOAD BEARING(2)2x4 @ 1'-4"O.C.STUD WALLLOAD BEARING(2)2x4 @ 1'-4"O.C.STUD WALLLOADBEARING(2)2x4 @1'-4"O.C.STUD WALLLOAD BEARING(2)2x4 @ 1'-4"O.C.STUD WALL(2) 1 3/4"x11 1/4" LVLNOTE: WALL STUDS ARE 2x6 @1'-4" O.C. IF LESS THAT 12'-0" TALL.IF STUDS ARE TALLER THAN 12'-0",PROVIDE (2) 2x6 @ 1'-4" O.C.INTERIOR SHEARWALL - SEE PLANNOTESEXTERIOR SHEARWALL - SEE PLANNOTES5.25x5.25PSL POST3.5x7 PSLPOST5
S1.2
4
S1.2
4
S1.2
4
S1.2
4
S1.2 (2)J.S.(3)K.S.(2)J.S.(3)K.S.(2)J.S.(4)K.S.(2)J.S.(4)K.S.5.25x5.25PSL POST(4)J.S.(4)J.S.(4)K.S.PROVIDE 18GA. COILSTRAP EA. SIDE OFWALL - LAP MIN. OF 12"& ATTACH W/ 8d NAILS2x6 WOOD STUD WALL- SEE PLAN NOTE1/2" STRUCTURAL SHEATHING -ATTACH PER TYPICAL DETAIL4'-1"CONFIRM W/ ARCH. DWGS.2x4 RIM BOARDRAFTER - SEE PLAN(2) 2x6 TOP PLATESTAPERED BOTTOM -SEE ARCH. DWGS.ROOF SHEATHING- SEE PLAN NOTES2x12 BLOCKINGSEE ARCH.TOP / WALLELEV. = +9'-1 1/8"(2) SIMPSON H2.5AHURRICANE TIESAT EACH RAFTERSIMPSON A35 ANGLE ATEA. PIECE OF BLOCKING10d NAILS @ 0'-4" O.C.1/2" STRUCTURAL SHEATHING -ATTACH PER TYPICAL DETAIL6'-1"CONFIRM W/ ARCH. DWGS.2x4 RIM BOARD(2) SIMPSON H2.5AHURRICANE TIEAT EACH RAFTERRAFTER - SEE PLAN(2) 2x6 TOP PLATESTAPERED BOTTOM -SEE ARCH. DWGS.SEE ARCH.TOP / WALLELEV. = +9'-7 1/8"ROOF SHEATHING- SEE PLAN NOTES2x12 BLOCKINGSIMPSON A35 ANGLE ATEA. PIECE OF BLOCKING10d NAILS @ 0'-4" O.C.2x6 WOOD STUD WALL- SEE PLAN NOTESEE ARCH.VARIESCONFIRM W/ ARCH. DWGS.WOOD BEAM - SEE PLANTOP / PLATEVARIES10d NAILS @ 0'-4" O.C.ROOF SHEATHING- SEE PLAN NOTESSIMPSON A35 ANGLE ATEA. PIECE OF BLOCKING2x12 BLOCKING(2) SIMPSON H2.5AHURRICANE TIE ATEACH RAFTERRAFTER -SEE PLAN(2) 2x6 TOP PLATES2x4 RIM BOARDTAPERED BOTTOM -SEE ARCH. DWGS.1/2" STRUCTURAL SHEATHING -ATTACH PER TYPICAL DETAIL2x6 WOOD STUD WALL- SEE PLAN NOTECEIL. JOIST - SEE PLAN1/2" STRUCTURALSHEATHING -ATTACH PERTYPICAL DETAIL2x4 RIM BOARD(2) 2x6 TOP PLATESTAPERED BOTTOM -SEE ARCH. DWGS.SEE ARCH.TOP / WALLELEV. = +9'-7 1/8"WOOD BEAM - SEE PLANDROP FRAMING AS REQ.'D.- SEE ARCH. DWGS.6'-1"CONFIRM W/ ARCH. DWGS.ROOF SHEATHING- SEE PLAN NOTES2x12 BLOCKINGSIMPSON A35 ANGLE ATEA. PIECE OF BLOCKING10d NAILS @ 0'-4" O.C.(2) SIMPSON H2.5AHURRICANE TIE ATEACH RAFTERRAFTER -SEE PLANSEE ARCH.VARIESCONFIRM W/ ARCH. DWGS.WOOD BEAM - SEE PLANTOP / PLATESLOPES10d NAILS @ 0'-4" O.C.ROOF SHEATHING- SEE PLAN NOTESSIMPSON A35 ANGLE ATEA. PIECE OF BLOCKING2x12 BLOCKING(2) SIMPSON H2.5AHURRICANE TIE ATEACH RAFTERRAFTER -SEE PLAN(2) 2x6 TOP PLATES2x4 RIM BOARDTAPERED BOTTOM -SEE ARCH. DWGS.1/2" STRUCTURAL SHEATHING -ATTACH PER TYPICAL DETAILPRELIMINARY -
NOT FOR
CONSTRUCTION These drawings have been commissionedfor this construction project and remain theproperty of Tise-Kiester Architects. Noreproduction or use is allowed without firstobtaining the Architect's written consent.Job Number:Date:Revisions:Sheet119 E. Franklin St. Suite 300Chapel Hill, NC 27514Tel: 919.967.0158Fax: 919.967.0159www.tisekiester.comk-dekaydos-danielsengineers, pllc400-201 w morgan stT 919 828 4966raleigh nc 27603F 919 828 4967nc firm license #P-0279www.kaydos-daniels.com2101 KDE# 2206705/19/2022COMMUNITYBUILDINGSAWMILLVILLAGES1.2ROOF FRAMING PLANROOF FRAMING PLAN1/4" = 1'-0"NPLANRoof Framing Plan Notes:1.Entire area shall receive nominal 3/4" O.S.B. structural sheathing. See typical detail on Sheet S0.2 for fastening details.2.Areas shaded thus indicate an interior shear wall. See typical sections on Sheet S-002 for fastening details.3.Provide minimum 2x10 blocking at all rafter mid spans.4.(-) J.S. on plan indicates the quantity of wood jack studs to be provided for beam/header bearing.5.(-) K.S. on plan indicates the quantity of wood king studs to be provided for openings.6.Provide triple jack studs at all point load locations including LVL beam and header bearing, unless noted otherwise.7.HDR on plan indicates a wood header. See Sheet S0.2 for header schedule.8.See Typical Construction Details on Sheets S0.2 & S0.3.9.See General Notes on Sheet S0.1.SECTION1S1.23/4" = 1'-0"SECTION2S1.23/4" = 1'-0"SECTION4S1.23/4" = 1'-0"SECTION3S1.23/4" = 1'-0"SECTION5S1.23/4" = 1'-0"
EXHIBIT B
REDEVELOPMENT GRADING PLAN AND CUT AND FILL HEAT MAP
OHEOHEXXXXXXXXXXXXXXXXXXXXXXXXXXWM(3)EMPPPPPPPPPPPPPPRWMRWMRBF/CAPRBF/CAPWM(2)OHEXXXXXXXXXXXXXXXXXXXSDSDOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEFAIR HAVEN DRIVE - SR146245' PUBLIC R/W (DB 570 PG 279)FWWBUILDINGBUILDINGBUILDINGOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE20.0000
BUILDINGFCLB
U
I
L
D
I
N
G MNSIPSIPSIPSIPSN 09°49'45" E 122.07'N 38°14'31" E 87.70'S 19°58'23" E 55.22'S 19°58'23" E 284.02'S 06°24'28" W 217.64'N 76°30'58" W28.30'N 76°30'58" W22.22'N 06°49'22" W60.34'N 53°57'19" E 253.15'S 36°01'12" E35.58'S 44°16'16" W 253.90'C1S 15°42'47" W 126.98'TIE WR 1 TO WR 2N 17°45'26" E412.84'1.9142SAW MILL HOLLOWN.C.S.R.1328GWGWGWOHGOHGOHGOHGOHGR/WR/WR/WC/LC/L261526252640263526302635264026402635263526302630264526352630262026102615263526302633OHER/W WIDTH DOCUMENTATION NOT FOUND BASED ON STATE MAINTAINEDDITCH LINE AND MOWING30'INV: 2615.14'INV: 2612.87'24" CMPW
R

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2

T
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B
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/
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4
9
°
4
8
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0
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W

5
9
.
6
5
'WR CONTROL NAIL #2NC LOCALIZED COORDINATESTRAVERSE STATIONN: 804,770.61E: 1,032,301.11NAVD88 ELEV.: 2619.39'SAW MILL HOLLOWN.C.S.R.1328INV: 2597.19'24" RCP20' WATER & SEWER EASEMENT2815 SF/ 0.65 ACSATELLITE DISH2
6
2
0
2
6
1
7
261
42614261826152618 26112614264426412638263626342631263026262629262326262618262026222622 261926152612
2
6
2
2
2
6
2
3
2
6
2
5
2
6
2
3
2625262
5
2
6
1
8
2
6
2
026
2
3262
62629
26322633
263426302627 2626262226222619261726192634263126
3
6
26
3
3
26
3
0
2638263526372637
2633263026272
6
4
1
2
6
3
8
2
6
3
5
26332634261326152617261926222625262826312634
26372638263
8
263526332631262926292
6
2
7
2
6
2
5
2
6
2
426242626 262326212
6
2
1
2
6
1
9FFE:2615.15FFE:2618.00FFE:2623.00FFE:2626.00FFE:2631.50FFE:2635.50FFE:2635.00FFE:2635.00FFE:2637.50FFE:2638.30FFE:2637.65FFE:2631.50FFE:2627.00FFE:2635.00FFE:2634.00FFE:2623.00FFE:2619.50FFE:2616.00FFE:2625.75FFE:2625.45FFE:2624.00FFE:2622.00FFE:2633.00FFE:2635.00FFE:2625.00FFE:2623.75FFE:2622.00SHEETOFPROJECT NO.:
SCALE:
DATE:
DRAWN BY:
REVISION:
405 South Sterling Street
Morganton, NC 28655
[phone]
Fax [phone]
NC License No. P-0210
www.west-consultants.com
PRELIMINARY - NOT FOR CONSTRUCTION22.096
1" = 20'3GRADING PLAN
BMLUNIT FUNIT FUNIT FUNIT CUNIT FUNIT FUNIT FUNIT FUNIT FUNIT FUNIT GUNIT GUNIT GUNIT GUNIT GUNIT GUNIT GUNIT GUNIT FUNIT CADAUNIT CADAUNIT HADAUNIT HADACOMMUNITYCENTERUNIT CUNIT CUNIT CGARBAGE
OHEOHEXXXXXXXXXXXXXXXXXXXXXXXXXXWM(3)EMPPPPPPPPPPPPPPRWMRWMRBF/CAPRBF/CAPWM(2)OHEXXXXXXXXXXXXXXXXXXXSDSDOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEFAIR HAVEN DRIVE - SR146245' PUBLIC R/W (DB 570 PG 279)FWWBUILDINGBUILDINGBUILDINGOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE20.0000
BUILDINGFCLB
U
I
L
D
I
N
G MNSIPSIPSIPSIPSN 09°49'45" E 122.07'N 38°14'31" E 87.70'S 19°58'23" E 55.22'S 19°58'23" E 284.02'S 06°24'28" W 217.64'N 76°30'58" W28.30'N 76°30'58" W22.22'N 06°49'22" W60.34'N 53°57'19" E 253.15'S 36°01'12" E35.58'S 44°16'16" W 253.90'C1S 15°42'47" W 126.98'TIE WR 1 TO WR 2N 17°45'26" E412.84'1.9142SAW MILL HOLLOWN.C.S.R.1328GWGWGWOHGOHGOHGOHGOHGR/WR/WR/WC/LC/L261526252640263526302635264026402635263526302630264526352630262026102615263526302633OHER/W WIDTH DOCUMENTATION NOT FOUND BASED ON STATE MAINTAINEDDITCH LINE AND MOWING30'INV: 2615.14'INV: 2612.87'24" CMPW
R

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9
.
6
5
'WR CONTROL NAIL #2NC LOCALIZED COORDINATESTRAVERSE STATIONN: 804,770.61E: 1,032,301.11NAVD88 ELEV.: 2619.39'SAW MILL HOLLOWN.C.S.R.1328INV: 2597.19'24" RCP20' WATER & SEWER EASEMENT2815 SF/ 0.65 ACSATELLITE DISH2
6
2
0
2
6
1
7
261
42614261826152618 26112614264426412638263626342631263026262629262326262618262026222622 261926152612
2
6
2
2
2
6
2
3
2
6
2
5
2
6
2
3
2625262
5
2
6
1
8
2
6
2
026
2
3262
62629
26322633
263426302627 2626262226222619261726192634263126
3
6
26
3
3
26
3
0
2638263526372637
2633263026272
6
4
1
2
6
3
8
2
6
3
5
26332634261326152617261926222625262826312634
26372638263
8
263526332631262926292
6
2
7
2
6
2
5
2
6
2
426242626 262326212
6
2
1
2
6
1
9FFE:2615.15FFE:2618.00FFE:2623.00FFE:2626.00FFE:2631.50FFE:2635.50FFE:2635.00FFE:2635.00FFE:2637.50FFE:2638.30FFE:2637.65FFE:2631.50FFE:2627.00FFE:2635.00FFE:2634.00FFE:2623.00FFE:2619.50FFE:2616.00FFE:2625.75FFE:2625.45FFE:2624.00FFE:2622.00FFE:2633.00FFE:2635.00FFE:2625.00FFE:2623.75FFE:2622.0014.07.00.0-7.0-14.0SHEETOFPROJECT NO.:
SCALE:
DATE:
DRAWN BY:
REVISION:
405 South Sterling Street
Morganton, NC 28655
[phone]
Fax [phone]
NC License No. P-0210
www.west-consultants.com
PRELIMINARY - NOT FOR CONSTRUCTION22.096
1" = 20'3GRADING PLAN
BMLUNIT FUNIT FUNIT FUNIT CUNIT FUNIT FUNIT FUNIT FUNIT FUNIT FUNIT GUNIT GUNIT GUNIT GUNIT GUNIT GUNIT GUNIT GUNIT FUNIT CADAUNIT CADAUNIT HADAUNIT HADACOMMUNITYCENTERUNIT CUNIT CUNIT CGARBAGE
EXHIBIT C
PRELIMINARY REDEVELOPMENT SCHEDULE
ID Task
Mode
Task Name Duration Start Finish
1 SAWMILL VILLAGE SMALL HOUSES 0 days Mon 9/4/23 Mon 9/4/23
2 SITEWORK 0 days Mon 9/4/23 Mon 9/4/23
3 NTP 0 days Mon 9/4/23 Mon 9/4/23
4 Mobilization 2 days Mon 9/4/23 Tue 9/5/23
5 Temporary Erosion Control & Clearing per PPP 6 days Wed 9/6/23 Wed 9/13/23
6 Strip & Stockpile Topsoil 2 days Thu 9/14/23 Fri 9/15/23
7 Grading (Retaining walls add time if needed)12 days Mon 9/18/23Tue 10/3/23
8 EC Seeding 1 day Wed 10/4/23Wed 10/4/23
9 Storm Drain 4 days Wed 10/4/23Mon 10/9/23
10 Wet Utilities, Street Taps / Meter Installations 4 days Tue 10/10/23Fri 10/13/23
11 Dry Utilities Installation 12 days Thu 10/12/23Fri 10/27/23
12 Finish Grade Site Parking, Streets, Pads 4 days Mon 10/30/23Thu 11/2/23
13 Curbing 3 days Fri 11/3/23 Tue 11/7/23
14 Base and Binder, Parking / Road 2 days Wed 11/8/23Thu 11/9/23
15 BUILDING CONSTRUCTION 0 days Wed 11/8/23Wed 11/8/23
16 Dig and Prep Footings, Rebar, Sleeves 6 days Wed 11/8/23Wed 11/15/23
17 Footing Pre-inspection 6 days Thu 11/9/23 Thu 11/16/23
18 Pour Footings 6 days Mon 11/13/23Mon 11/20/23
19 Sub-Slab Plumbing 6 days Wed 11/15/23Wed 11/22/23
20 Sub-slab Electrical 6 days Thu 11/16/23Thu 11/23/23
21 Sub-slab Radon 6 days Thu 11/16/23Thu 11/23/23
22 Sub-Slab Plumbing Inspection 6 days Thu 11/16/23Thu 11/23/23
23 Backfill Sub-Slab Plumbing 6 days Mon 11/20/23Mon 11/27/23
24 Sub-slab prep 6 days Wed 11/22/23Wed 11/29/23
25 Termite Pre-Treatment 6 days Fri 11/24/23 Fri 12/1/23
26 Slab Pre-inspection 6 days Mon 11/27/23Mon 12/4/23
27 Pour Slabs 6 days Wed 11/29/23Wed 12/6/23
28 Rough Framing, Roof Trusses 25 days Mon 12/4/23Fri 1/5/24
29 Tyvec Installation 25 days Thu 12/7/23 Wed 1/10/24
30 Decking 25 days Mon 12/11/23Fri 1/12/24
31 Window Installation 25 days Mon 12/11/23Fri 1/12/24
32 Roofing 25 days Tue 12/12/23Mon 1/15/24
33 Plumbing / Radon Rough-NO Fire Sprinklers 25 days Tue 12/12/23Mon 1/15/24
34 Stone or Brick Veneer on Foundation Wall 25 days Wed 12/13/23Tue 1/16/24
35 Siding - Pre-finished 25 days Wed 12/13/23Tue 1/16/24
36 Electrical, Comm Rough NO FA 25 days Thu 12/14/23Wed 1/17/24
9/4
9/4 9/5
9/6 9/13
9/14 9/15
9/18 10/3
10/4 10/4
10/4 10/9
10/10 10/13
10/12 10/27
10/30 11/2
11/3 11/7
11/8 11/9
11/8 11/15
11/9 11/16
11/13 11/20
11/15 11/22
11/16 11/23
11/16 11/23
11/16 11/23
11/20 11/27
11/22 11/29
11/24 12/1
11/27 12/4
11/29 12/6
12/4 1/5
12/7 1/10
12/11 1/12
12/11 1/12
12/12 1/15
12/12 1/15
12/13 1/16
12/13 1/16
12/14 1/17
Aug Sep Oct Nov Dec Jan Feb Mar Apr
Qtr 3, 2023 Qtr 4, 2023 Qtr 1, 2024 Qtr 2, 2024
SAWMILL VILLAGE SMALL HOUSE PROJECT
Page 1
ID Task
Mode
Task Name Duration Start Finish
37 HVAC Rough 25 days Mon 12/18/23Fri 1/19/24
38 Framing and MEP inspection 25 days Wed 12/20/23Tue 1/23/24
39 Deck Railings 25 days Thu 12/21/23Wed 1/24/24
40 Gutters & Downspouts 25 days Thu 12/21/23Wed 1/24/24
41 Insulation 25 days Fri 12/22/23 Thu 1/25/24
42 Insulation Inspection 25 days Mon 12/25/23Fri 1/26/24
43 Drywall: Hang, Tape, & Finish 25 days Wed 12/27/23Tue 1/30/24
44 Install Doors, Frames, Finish Carpentry 25 days Thu 1/4/24 Wed 2/7/24
45 Prime Walls, Paint Ceilings 25 days Tue 1/9/24 Mon 2/12/24
46 Install Cabinets 25 days Thu 1/11/24 Wed 2/14/24
47 Interior Paint Walls / Trim 25 days Mon 1/15/24Fri 2/16/24
48 Set HVAC Units & Trim 25 days Mon 1/22/24Fri 2/23/24
49 Plumbing Trim 25 days Tue 1/23/24 Mon 2/26/24
50 Electrical, Comm Trim 25 days Wed 1/24/24Tue 2/27/24
51 Finish Grade Site 7 days Thu 1/25/24 Fri 2/2/24
52 Door Hardware Installation 25 days Wed 1/31/24Tue 3/5/24
53 Install Flooring (LVL)25 days Thu 2/1/24 Wed 3/6/24
54 Appliance Installation 25 days Thu 2/8/24 Wed 3/13/24
55 Blinds, Bath Acc, Wire Shelving, Signage 25 days Thu 2/8/24 Wed 3/13/24
56 Landscape 5 days Thu 3/14/24 Wed 3/20/24
57 Asphalt Top Coat, Striping, Signage 3 days Thu 3/14/24 Mon 3/18/24
58 Substantial Completion 1 day Tue 3/19/24 Tue 3/19/24
59 Punchlist 5 days Wed 3/20/24Tue 3/26/24
60 Certificate of Occupancy 0 days Tue 3/26/24 Tue 3/26/24
12/18 1/19
12/20 1/23
12/21 1/24
12/21 1/24
12/22 1/25
12/25 1/26
12/27 1/30
1/4 2/7
1/9 2/12
1/11 2/14
1/15 2/16
1/22 2/23
1/23 2/26
1/24 2/27
1/25 2/2
1/31 3/5
2/1 3/6
2/8 3/13
2/8 3/13
3/14 3/20
3/14 3/18
3/19 3/19
3/20 3/26
3/26
Aug Sep Oct Nov Dec Jan Feb Mar Apr
Qtr 3, 2023 Qtr 4, 2023 Qtr 1, 2024 Qtr 2, 2024
SAWMILL VILLAGE SMALL HOUSE PROJECT
Page 2
EXHIBIT D
TABULATED DATA SUMMARIES FOR IMPACTED MEDIA (SOIL, SOIL GAS, AND
GROUNDWATER)
TABLE 5
SOIL GAS SCREENING RESULTS
SAWMILL VILLAGE
SAWMILL HOLLOW ROAD
BURNSVILLE, NORTH CAROLINA
Soil Gas
Probe ID
Filter Pack
Interval
(ft BLS)
Date Screened Initial Pressure
(inches H2O)
Maximum Methane
(% by volume)
Corresponding
Carbon Dioxide
(% by volume)
Corresponding
Oxygen
(% by volume)
Maximum
VOCs
(ppmv)
SG-01 5 - 6 9/21/2022 0.0 0.0 8.5 12.8 2.9
SG-02 4 - 5 9/21/2022 0.0 0.0 9.2 11.2 2.0
SG-03 7 - 8 9/21/2022 0.0 0.0 4.7 14.1 2.3
SG-04 7 - 8 9/21/2022 0.0 1.3 9.1 12.1 4.7
SG-05 7 - 8 9/21/2022 0.0 5.1 17.3 7.1 4.9
SG-06 7 - 8 9/21/2022 0.0 1.2 9.7 14.3 10.2
SG-07 7 - 8 9/21/2022 0.0 0.3 12.7 10.6 7.9
SG-08 7 - 8 9/21/2022 0.0 0.0 0.0 20.5 3.6
SG-09 7 - 8 9/21/2022 0.0 0.4 4.4 18.7 8.1
SG-10 7 - 8 9/21/2022 0.0 0.0 9.7 12.3 4.1
Notes:
1. Initial pressure measured with a Dwyer Series 475-3-FM manometer.
3. Maximum VOCs corresponds to the maximum PID reading collected during screening.
ft BLS: feet below land surface.
inches H2O: inches of water
%: percent
ppmv: parts per million by volume.
VOCs: volatile organic compounds.
2. Carbon dioxide and oxygen results presented correspond to those measured at the time of the highest methane detection. For locations where no methane was detected, readings from the final purge volume are presented.
1 of 1
TABLE 6
SOIL ANALYTICAL RESULTS
SAWMILL VILLAGE
SAWMILL HOLLOW ROAD
BURNSVILLE, NORTH CAROLINA
Segment
Sample LocationSample Depth
(ft BLS)Grab/CompositeSample Date
Units
Volatile Organic Compounds (VOCs) by EPA Method 8260D
1,2-Dibromo-3-Chloropropane 96-12-8 0.0056 --mg/kg 0.0141 U 0.01050 U --------0.0103 U 0.00969 U 0.0117 U ------------2-Butanone (MEK)78-93-3 5,500 --mg/kg 0.0133 J 0.02620 U --------0.0257 U 0.0105 J 0.0146 J ------------
Acetone 67-64-1 14,000 --mg/kg 0.202 0.02230 J --------0.0440 J 0.0874 0.127 ------------
Methyl acetate 79-20-9 16,000 --mg/kg 0.0353 U 0.02620 U --------0.0257 U 0.0242 U 0.0292 U ------------Toluene 108-88-3 990 --mg/kg 0.0499 0.00523 U --------0.00513 U 0.00484 U 0.00583 U ------------
Semivolatile Organic Compounds (SVOCs) by EPA Method 8270E
2,6-Dinitrotoluene 606-20-2 0.36 --mg/kg --------0.396 U 0.406 U ------------0.385 U 0.395 U 0.388 U4,6-Dinitro-2-methylphenol 534-52-1 1.0 --mg/kg --------2.04 U 2.09 U ------------1.98 U 2.04 U 2 UAnthracene120-12-7 3,600 --mg/kg --------0.396 U 0.406 U ------------0.0499 J 0.395 U 0.388 UBenzaldehyde100-52-7 170 --mg/kg --------0.396 U 0.406 U ------------0.385 U 0.395 U 0.388 U
Benzo[a]anthracene 56-55-3 1.1 --mg/kg --------0.396 U 0.406 U ------------0.0846 J 0.395 U 0.388 UBenzo[a]pyrene 50-32-8 0.12 --mg/kg --------0.396 U 0.406 U ------------0.385 U 0.395 U 0.388 UBenzo[b]fluoranthene 205-99-2 1.2 --mg/kg --------0.396 U 0.406 U ------------0.131 J 0.395 U 0.388 UBis(2-chloroethyl)ether 111-44-4 0.24 --mg/kg --------0.396 U 0.406 U ------------0.385 U 0.395 U 0.388 U
Chrysene 218-01-9 120 --mg/kg --------0.396 U 0.406 U ------------0.132 J 0.395 U 0.388 U
Dibenz(a,h)anthracene 53-70-3 0.12 --mg/kg --------0.396 U 0.406 U ------------0.385 U 0.395 U 0.388 U
Dibenzofuran 132-64-9 16 --mg/kg --------0.396 U 0.406 U ------------0.0877 J 0.395 U 0.388 U
Fluoranthene 206-44-0 480 --mg/kg --------0.396 U 0.406 U ------------0.273 J 0.395 U 0.388 U
Hexachlorobenzene 118-74-1 0.16 --mg/kg --------0.396 U 0.406 U ------------0.385 U 0.395 U 0.388 UHexachlorocyclopentadiene77-47-4 0.38 --mg/kg --------0.396 U 0.406 U ------------0.385 U 0.395 U 0.388 UIndeno[1,2,3-cd]pyrene 193-39-5 1.2 --mg/kg --------0.396 U 0.406 U ------------0.0340 J 0.395 U 0.388 U
Naphthalene 91-20-3 2.1 --mg/kg --------0.396 U 0.406 U ------------0.385 U 0.395 U 0.388 U
N-Nitrosodi-n-propylamine 621-64-7 0.078 --mg/kg --------0.396 U 0.406 U ------------0.385 U 0.395 U 0.388 UPentachlorophenol87-86-5 1.0 --mg/kg --------2.04 U 2.09 U ------------1.98 U 2.04 U 2 UPhenanthrene85-01-8 NC --mg/kg --------0.396 U 0.406 U ------------0.199 J 0.395 U 0.388 U
Pyrene 129-00-0 360 --mg/kg --------0.396 U 0.406 U ------------0.197 J 0.395 U 0.388 U
Metals Analysis by EPA Methods 6010D, 7471B, and 7199
Arsenic 7440-38-2 0.68 4.5 mg/kg --------2.74 2.97 ------------2.83 23.8 U 21.7 UBarium7440-39-3 3,100 --mg/kg --------112 112 ------------137 176 211Cadmium7440-43-9 1.4 0.1 mg/kg --------0.145 J 0.145 J ------------0.572 U 1.94 J 2.11 JChromium, Total 7440-47-3 24,000 0.2 mg/kg --------27.6 36.6 ------------44.4 50.8 70.8
Lead 7439-92-1 400 4.2 mg/kg --------14.8 14.1 ------------8.95 12.1 14.1Mercury7439-97-6 2.3 --mg/kg --------0.0498 0.0559 ------------0.0210 J 0.0297 U 0.00924 JHexavalent Chromium 18540-29-9 0.31 --mg/kg --------0.622 0.358 J ------------0.563 1.12 1.01
Notes:
2. F1 indicates Matrix Spike and/or Matrix Spike Duplicate recovery exceeds control limits.
4. U indicates analyte was not detected above the MDL. RLs are presented for compounds not detected above the MDL.
5. Analyte detections are identified in bold.
6. Analytes not detected above the MDL are grey and the RL for each analyte is presented.
7. Analyte detections that exceed the Residential PSRG are highlighted in orange.
8. Analytes with an RL greater than the respective PSRG are italicized.
9. * indicates duplicate sample.
CAS: Chemical Abstracts Service.
EPA: United States Environmental Protection Agency.
ft BLS: feet below land surface.
mg/kg: milligrams per kilogram.
NC: no criteria.
10. Average values of background metals for North Carolina soils taken from Heavy Metals in North Carolina Soils Occurrence & Significance by NCDACS, 2008.
PSRG: North Carolina Department of Environmental Quality (NCDEQ) Preliminary Soil Remediation Goals, amended July 2022.
Analyte CAS Number Residential
PSRG
Regional Background
Metals in Soil (Average)
1. Results presented include detected compounds and any compound with an RL greater than the respective Residential PSRG.
3. J indicates an estimated concentration above the method detection limit (MDL) and below the reporting limit (RL).
0.0 to 4.0 4.0 to 8.04.0
SG-02
09/20/2022
4.0 0.0 to 4.0 4.0 to 8.0
CompositeComposite
09/20/2022*09/20/2022
Grab
09/20/2022
Segment 2SB-04 SB-03
8.0
Segment 2
09/20/2022 09/20/202209/20/2022
Segment 1
09/20/2022*
Composite Composite Grab GrabGrab
09/20/2022 09/20/2022
SB-02
7.0
Segment 1
Page 1 of 2
TABLE 6
SOIL ANALYTICAL RESULTS
SAWMILL VILLAGE
SAWMILL HOLLOW ROAD
BURNSVILLE, NORTH CAROLINA
Segment
Sample LocationSample Depth
(ft BLS)Grab/CompositeSample Date
Units
Volatile Organic Compounds (VOCs) by EPA Method 8260D
1,2-Dibromo-3-Chloropropane 96-12-8 0.0056 --mg/kg2-Butanone (MEK)78-93-3 5,500 --mg/kg
Acetone 67-64-1 14,000 --mg/kgMethyl acetate 79-20-9 16,000 --mg/kgToluene108-88-3 990 --mg/kg
Semivolatile Organic Compounds (SVOCs) by EPA Method 8270E
2,6-Dinitrotoluene 606-20-2 0.36 --mg/kg4,6-Dinitro-2-methylphenol 534-52-1 1.0 --mg/kgAnthracene120-12-7 3,600 --mg/kgBenzaldehyde100-52-7 170 --mg/kgBenzo[a]anthracene 56-55-3 1.1 --mg/kgBenzo[a]pyrene 50-32-8 0.12 --mg/kgBenzo[b]fluoranthene 205-99-2 1.2 --mg/kgBis(2-chloroethyl)ether 111-44-4 0.24 --mg/kgChrysene218-01-9 120 --mg/kg
Dibenz(a,h)anthracene 53-70-3 0.12 --mg/kgDibenzofuran132-64-9 16 --mg/kg
Fluoranthene 206-44-0 480 --mg/kgHexachlorobenzene118-74-1 0.16 --mg/kgHexachlorocyclopentadiene77-47-4 0.38 --mg/kgIndeno[1,2,3-cd]pyrene 193-39-5 1.2 --mg/kg
Naphthalene 91-20-3 2.1 --mg/kgN-Nitrosodi-n-propylamine 621-64-7 0.078 --mg/kgPentachlorophenol87-86-5 1.0 --mg/kgPhenanthrene85-01-8 NC --mg/kg
Pyrene 129-00-0 360 --mg/kg
Metals Analysis by EPA Methods 6010D, 7471B, and 7199
Arsenic 7440-38-2 0.68 4.5 mg/kgBarium7440-39-3 3,100 --mg/kgCadmium7440-43-9 1.4 0.1 mg/kgChromium, Total 7440-47-3 24,000 0.2 mg/kg
Lead 7439-92-1 400 4.2 mg/kgMercury7439-97-6 2.3 --mg/kgHexavalent Chromium 18540-29-9 0.31 --mg/kg
Notes:
2. F1 indicates Matrix Spike and/or Matrix Spike Duplicate recovery exceeds control limits.
4. U indicates analyte was not detected above the MDL. RLs are presented for compounds not detected above the MDL.
5. Analyte detections are identified in bold.
6. Analytes not detected above the MDL are grey and the RL for each analyte is presented.
7. Analyte detections that exceed the Residential PSRG are highlighted in orange.
8. Analytes with an RL greater than the respective PSRG are italicized.
9. * indicates duplicate sample.
CAS: Chemical Abstracts Service.
EPA: United States Environmental Protection Agency.
ft BLS: feet below land surface.
mg/kg: milligrams per kilogram.
NC: no criteria.
10. Average values of background metals for North Carolina soils taken from Heavy Metals in North Carolina Soils Occurrence & Significance by NCDACS, 2008.
PSRG: North Carolina Department of Environmental Quality (NCDEQ) Preliminary Soil Remediation Goals, amended July 2022.
Analyte CAS Number Residential
PSRG
Regional Background
Metals in Soil (Average)
1. Results presented include detected compounds and any compound with an RL greater than the respective Residential PSRG.
3. J indicates an estimated concentration above the method detection limit (MDL) and below the reporting limit (RL).
0.0168 U 0.0204 U 0.0126 U --------0.00903 U 0.0105 U --------0.00968 U 0.00922 U --------0.0197 J 0.0511 U 0.0315 U --------0.0226 U 0.0104 J --------0.0242 U 0.0231 U --------
0.310 0.291 0.315 --------0.0369 J 0.0847 --------0.0484 U 0.0461 U --------
0.042 U 0.0568 0.0315 U --------0.0337 0.0262 U --------0.0242 U 0.0231 U --------0.00483 J 0.0102 U 0.0063 U --------0.00452 U 0.00524 U --------0.00484 U 0.00461 U --------
------------0.427 U 0.391 U --------0.388 U 0.407 U --------0.384 U 0.364 U------------2.2 U 2.01 U --------2 U 2.1 U --------1.98 U 1.88 U------------0.427 U 0.391 U --------0.388 U 0.407 U --------0.384 U 0.364 U
------------0.141 J 0.391 U --------0.388 U 0.407 U --------0.384 U 0.364 U
------------0.427 U 0.391 U --------0.388 U 0.407 U --------0.384 U 0.364 U------------0.427 U 0.391 U --------0.388 U 0.407 U --------0.384 U 0.364 U------------0.427 U 0.391 U --------0.388 U 0.407 U --------0.384 U 0.364 U
------------0.427 U 0.391 U --------0.388 U 0.407 U --------0.384 U 0.364 U
------------0.0481 J 0.391 U --------0.388 U 0.407 U --------0.384 U 0.364 U
------------0.427 U 0.391 U --------0.388 U 0.407 U --------0.384 U 0.364 U
------------0.427 U 0.391 U --------0.388 U 0.407 U --------0.384 U 0.364 U
------------0.0556 J 0.391 U --------0.388 U 0.407 U --------0.384 U 0.364 U
------------0.427 U 0.391 U --------0.388 U 0.407 U --------0.384 U 0.364 U------------0.427 U 0.391 U --------0.388 U 0.407 U --------0.384 U 0.364 U
------------0.427 U 0.391 U --------0.388 U 0.407 U --------0.384 U 0.364 U
------------0.0666 J 0.391 U --------0.388 U 0.407 U --------0.384 U 0.364 U
------------0.427 U 0.391 U --------0.388 U 0.407 U --------0.384 U 0.364 U------------0.771 J 9.70 --------2 U 2.1 U --------1.98 U 1.88 U
------------0.0424 J 0.391 U --------0.388 U 0.407 U --------0.384 U 0.364 U
------------0.0444 J 0.391 U --------0.388 U 0.407 U --------0.384 U 0.364 U
------------2.52 2.43 --------3.17 2.21 --------1.34 J 2.69------------150 74.7 --------139 200 --------81.0 62.9------------0.178 J 0.559 U --------0.128 J 0.547 U --------0.121 J 0.148 J------------36.9 79.1 --------60.9 77.4 --------19.8 F1 32.0
------------14.2 7.25 --------14.7 9.59 --------16.0 12.6------------0.0372 0.0832 --------0.0461 0.0670 --------0.0462 0.0670------------0.541 U 0.849 --------1.23 1.50 --------0.938 0.311 J
Segment 5
5.0 0.0 to 4.0 4.0 to 8.0 3.0 0.0 to 4.0
SB-09
7.0
SB-08 SG-09Segment 4 Segment 5
4.0 to 8.0
Segment 4
SB-08
5.0 1.0
CompositeGrabGrabGrab Composite
09/19/202209/19/2022 09/19/2022
Grab
Segment 3
09/19/202209/19/202209/20/2022 09/20/2022
SG-04
09/19/202209/20/2022 09/20/2022 09/20/2022
0.0 to 4.0 4.0 to 8.0
GrabComposite
09/19/202209/19/2022
CompositeCompositeGrabCompositeGrab
7.0
Segment 3
SG-04
2.0
SB-06
Page 2 of 2
TABLE 7
SOIL GAS ANALYTICAL RESULTS
SAWMILL VILLAGE
SAWMILL HOLLOW ROAD
BURNSVILLE, NORTH CAROLINA
Sample Location
Date Sampled
Units
1,1,2,2-Tetrachloroethane 79-34-5 1.6 µg/m3 7.7 U 8.0 U 7.9 U 11 U 42 U 9.4 U 9.3 U 8.4 U 7.8 U 7.6 U 7.9 U 1.4 U 10 U 7.1 U 15 U
1,1,2-Trichloroethane 79-00-5 1.4 µg/m3 6.1 U 6.4 U 6.3 U 8.6 U 34 U 7.5 U 7.4 U 6.7 U 6.2 U 6.0 U 6.3 U 1.1 U 8.0 U 5.7 U 12 U
1,2,4-Trichlorobenzene 120-82-1 14 µg/m3 33 U 34 U 34 U 47 U 180 U 41 U 40 U 36 U 34 U 33 U 34 U 7.4 U 54 U 38 U 82 U
1,2,4-Trimethylbenzene 95-63-6 420 µg/m3 5.5 U 5.7 U 5.6 U 4.6 J 30 U 3.5 J 3.2 J 6.0 U 5.6 U 2.6 J 5.7 U 3.5 150 100 84
1,2-Dibromoethane (EDB)106-93-4 0.16 µg/m3 8.6 U 9.0 U 8.8 U 12 U 48 U 10 U 10 U 9.4 U 8.7 U 8.5 U 8.9 U 1.5 U 11 U 8.0 U 17 U
1,2-Dichloroethane 107-06-2 3.6 µg/m3 4.5 U 4.7 U 4.6 U 6.4 U 25 U 5.6 U 5.5 U 5.0 U 4.6 U 4.5 U 4.7 U 0.81 U 5.9 U 4.2 U 9.0 U
1,2-Dichloropropane 78-87-5 25 µg/m3 5.2 U 5.4 U 5.3 U 7.2 U 29 U 6.4 U 6.3 U 5.7 U 5.2 U 5.1 U 5.3 U 0.93 U 6.8 U 4.8 U 10 U
1,3,5-Trimethylbenzene 108-67-8 420 µg/m3 5.5 U 5.7 U 5.6 U 7.7 U 30 U 6.8 U 6.7 U 6.0 U 5.6 U 5.4 U 5.7 U 1.2 37 27 24
1,3-Butadiene 106-99-0 3.1 µg/m3 2.5 U 2.6 U 2.5 U 3.5 U 14 U 3.0 U 3.0 U 2.7 U 2.5 U 2.4 U 2.6 U 0.58 3.2 U 2.3 U 13
1,4-Dichlorobenzene 106-46-7 8.5 µg/m3 6.7 U 7.0 U 6.9 U 9.4 U 37 U 8.3 U 8.2 U 7.4 U 6.8 U 6.6 U 6.9 U 1.2 U 8.8 U 6.2 U 13 U
1,4-Dioxane 123-91-1 19 µg/m3 16 U 17 U 16 U 23 U 89 U 20 U 20 U 18 U 16 U 16 U 17 U 0.35 J 5.3 U 3.7 U 8.0 U
2,2,4-Trimethylpentane 540-84-1 NC µg/m3 5.2 U 5.4 U 5.4 U 7.3 U 29 U 1,700 1,700 5.5 J 5.3 U 9.9 180 22 180 84 2000
2-Butanone (Methyl Ethyl Ketone)78-93-3 35,000 µg/m3 9.4 J 5.9 J 4.6 J 23 57 J 7.1 J 6.8 J 13 J 4.4 J 5.3 J 8.9 J 0.65 J 22 U 15 U 2.9 J
2-Propanol 67-63-0 1,400 µg/m3 11 U 13 5.9 J 16 48 J 7.1 J 6.3 J 12 U 11 U 6.3 J 9.0 J 7.0 J 7.4 J 7.6 J 9.8 J
3-Chloropropene 107-05-1 7.0 µg/m3 14 U 14 U 14 U 20 U 78 U 17 U 17 U 15 U 14 U 14 U 14 U 3.1 U 23 U 16 U 35 U
4-Ethyltoluene 622-96-8 NC µg/m3 5.5 U 5.7 U 1.8 J 4.3 J 30 U 2.0 J 1.9 J 6.0 U 5.6 U 2.0 J 1.6 J 8.0 170 110 86
4-Methyl-2-pentanone 108-10-1 21,000 µg/m3 4.6 U 4.8 U 4.7 U 4.1 J 7.8 J 5.6 U 5.6 U 5.0 U 4.6 U 4.5 U 1.1 J 0.82 U 6.0 U 4.3 U 9.1 U
Acetone 67-64-1 NC µg/m3 19 J 33 28 150 520 40 36 36 23 J 24 J 51 12 53 J 10 J 24 J
alpha-Chlorotoluene 100-44-7 1.9 µg/m3 5.8 U 6.0 U 6.0 U 8.1 U 32 U 7.1 U 7.0 U 6.4 U 5.9 U 5.7 U 6.0 U 1.0 U 7.6 U 5.4 U 11 U
Benzene 71-43-2 12 µg/m3 3.6 3.7 U 3.7 140 18 J 7.0 6.9 1.5 J 3.6 U 9.2 3.3 J 14 74 53 74
Bromodichloromethane 75-27-4 2.5 µg/m3 7.5 U 7.8 U 7.7 U 10 U 42 U 9.2 U 9.1 U 8.2 U 7.6 U 7.4 U 7.7 U 1.3 U 9.8 U 7.0 U 15 U
Bromomethane 74-83-9 35 µg/m3 43 U 45 U 45 U 61 U 240 U 53 U 53 U 48 U 44 U 43 U 45 U 7.8 U 57 U 40 U 9.9 J
Carbon Disulfide 75-15-0 4,900 µg/m3 13 J 14 U 26 48 77 U 18 11 J 19 11 J 180 26 1.9 J 7.2 J 16 U 12 J
Carbon Tetrachloride 56-23-5 16 µg/m3 7.0 U 7.3 U 7.2 U 9.9 U 39 U 8.6 U 8.6 U 7.7 U 7.1 U 7.0 U 7.3 U 0.44 J 9.2 U 6.5 U 14 U
Chloroform 67-66-3 4.1 µg/m3 5.5 U 0.91 J 5.6 U 7.7 U 30 U 6.7 U 6.6 U 3.7 J 5.5 U 5.4 U 5.6 U 0.56 J 6.8 J 4.9 J 11 U
Chloromethane 74-87-3 630 µg/m3 23 U 24 U 24 U 32 U 130 U 28 U 28 U 25 U 23 U 23 U 24 U 0.51 J 15 U 11 U 23 U
cis-1,2-Dichloroethene 156-59-2 NC µg/m3 4.4 U 4.6 U 4.6 U 6.2 U 24 U 2.8 J 5.4 U 4.9 U 4.5 U 4.4 U 4.6 U 0.8 U 5.8 U 4.1 U 8.8 U
Cumene 98-82-8 2,800 µg/m3 5.5 U 5.7 U 5.6 U 7.7 U 30 U 6.8 U 6.7 U 6.0 U 5.6 U 5.4 U 5.7 U 1.4 11 7.4 11 U
Cyclohexane 110-82-7 42,000 µg/m3 3.8 U 4.0 U 4.0 U 4.4 J 21 U 12 12 4.2 U 3.9 U 4.4 1.2 J 0.25 J 1.6 J 18 U 28 J
Ethanol 64-17-5 NC µg/m3 21 U 12 J 22 U 96 120 U 26 U 26 U 23 U 21 U 21 U 22 U 69 8.3 J 9.7 J 16 J
Ethyl Benzene 100-41-4 37 µg/m3 4.9 U 5.0 U 2.2 J 9.2 39 2.6 J 2.8 J 5.3 U 4.9 U 3.5 J 2.2 J 22 170 130 67
Freon 11 75-69-4 NC µg/m3 1.4 J 1.3 J 1.4 J 8.8 U 35 U 7.7 U 7.6 U 6.9 U 6.4 U 1.8 J 6.5 U 1.2 1.9 J 2.7 J 3.2 J
Freon 113 76-13-1 35,000 µg/m3 8.6 U 8.9 U 8.8 U 12 U 48 U 10 U 10 U 9.4 U 8.7 U 8.5 U 8.8 U 0.44 J 11 U 8 U 17 U
Freon 12 75-71-8 700 µg/m3 2.9 J 2.6 J 2.7 J 7.8 U 31 U 6.8 U 6.7 U 1.6 J 2.6 J 3.4 J 1.6 J 2.5 J 2.5 J 2.5 J 55 U
Heptane 142-82-5 2,800 µg/m3 4.9 4.8 U 3.2 J 35 41 5.6 U 5.6 U 3.2 J 4.6 U 20 2.9 J 8.7 59 21 78
Hexachlorobutadiene 87-68-3 4.3 µg/m3 48 U 50 U 49 U 67 U 260 U 59 U 58 U 52 U 48 U 47 U 49 U 11 U 78 U 55 U 120 U
Hexane 110-54-3 4,900 µg/m3 8.8 4.1 U 2.4 J 46 34 12 11 11 4.0 U 36 3.9 J 3.5 9.0 J 2.1 J 36 J
m,p-Xylene 108-38-3 600 µg/m3 4.9 U 5.0 U 5.8 21 41 8.4 7.6 2.7 J 4.9 U 10 5.0 J 94 880 680 320
Methylene Chloride 75-09-2 3,400 µg/m3 39 U 40 U 8.1 J 5.3 J 220 U 48 U 47 U 43 U 39 U 38 U 12 J 1.4 U 10 U 7.2 U 15 U
Naphthalene 91-20-3 2.8 µg/m3 12 U 12 U 12 U 3.1 J 65 U 14 U 14 U 13 U 12 U 12 U 12 U NA NA NA NA
o-Xylene 95-47-6 700 µg/m3 4.9 U 5.0 U 2.1 J 6.1 J 14 J 4.4 J 5.1 J 1.0 J 4.9 U 3.0 J 1.5 J 16 220 160 80
Propylbenzene 103-65-1 7,000 µg/m3 5.5 U 5.7 U 5.6 U 7.7 U 25 J 6.8 U 6.7 U 6.0 U 5.6 U 5.4 U 5.7 U 2.3 30 19 16
Styrene 100-42-5 7,000 µg/m3 4.8 U 5.0 U 4.9 U 2.1 J 7.4 J 5.8 U 5.8 U 5.2 U 4.8 U 4.7 U 4.9 U 0.86 U 6.3 U 4.4 U 9.4 U
Tetrachloroethene 127-18-4 280 µg/m3 7.6 U 1.7 J 7.8 U 11 U 42 U 9.3 U 9.2 U 8.3 U 7.7 U 3.4 J 7.8 U 1.4 U 1.8 J 7 U 15 U
Tetrahydrofuran 109-99-9 14,000 µg/m3 3.3 U 3.4 U 3.4 U 4.6 U 18 U 4.3 5.2 3.6 U 3.3 U 3.2 U 3.4 U 3 U 22 U 15 U 33 U
Toluene 108-88-3 35,000 µg/m3 4.4 4.4 U 12 130 20 J 11 12 6.7 1.0 J 34 12 220 1500 1100 620
Trichloroethene 79-01-6 14 µg/m3 6.0 U 6.3 U 6.2 U 8.4 U 33 U 6.2 J 2.0 J 6.6 U 6.1 U 5.9 U 6.2 U 1.1 U 7.9 5.6 U 12 U
Vinyl Chloride 75-01-4 5.6 µg/m3 2.9 U 3.0 U 2.9 U 4.0 U 16 U 3.5 U 3.5 U 3.1 U 2.9 U 2.8 U 3.0 U 0.51 U 3.8 U 2.6 U 5.7 U
Notes:
1. Results presented include detected compounds and any compound with an RL greater than the respective VISL.
2. J indicates an estimated concentration above the method detection limit (MDL) and below the reporting limit (RL).
3. U indicates analyte was not detected above the MDL. RLs are presented for compounds not detected above the MDL.
4. * indicates duplicate sample.
5. Analyte detections are identified in bold.
6. Analytes not detected above the MDL are grey and the RL for each analyte is presented.
7. Analyte detections that also exceed the Residential VISL are highlighted in orange.
8. Analyte detections that also exceed the Non-Residential VISL are highlighted in red.
9. Analytes with an RL greater than the respective VISL are italicized.
10. Sample locations VP-2 through VP-5 were sampled by WithersRavenel in December 2021.
CAS: Chemical Abstracts Service.
EPA: United States Environmental Protection Agency.
NC: no criteria.
NA: not analyzed.
µg/m3: micrograms per cubic meter.
VP-2 VP-3 VP-4 VP-5
09/21/2022 09/21/2022
Volatile Organic Compounds (VOCs) by EPA Method TO-15
12/07/2021 12/07/2021 12/07/2021 12/07/202109/21/2022 09/21/2022*09/21/2022
SG-03 SG-04 SG-05 SG-06 SG-07
VISL: North Carolina Department of Environmental Quality (NCDEQ) Sub-slab and Exterior Soil Gas Residential and Non-Residential Vapor Intrusion Screening Levels (VISLs), amended July 2022.
SG-08
Analyte CAS Number Residential
VISL
SG-01 SG-02
09/21/2022
SG-09 SG-10
09/21/2022 09/21/2022 09/21/2022 09/21/2022 09/21/2022
Page 1 of 1
8315BromomethaneMethylene ChlorideTolueneRemaining Targeted VOCsMercuryArsenicBariumCadmiumTotal ChromiumHexavalent ChromiumLeadSeleniumSilverFormaldehyde74-83-9 75-09-2 108-88-3---7439-97-6 7440-38-2 7440-39-3 7440-43-9 7440-47-3 1854-02-99 7439-92-1 7782-49-2 7440-22-4 50-00-0TW-1 12/7/2021ND0.45 0.63NDND ND173 0.407 7.59 0.025 6.01ND ND94TW-2 12/7/2021 1.2 0.54 0.66NDND12.7 1850 0.689 26.8 0.014 11.7ND ND200TW-3 12/7/2021ND ND NDNDND10.9 5120 1.62 13ND3.24ND ND9210 5 600NA1 10 700 2 10 NL 15 20 20 600100,000 5,000 260,000NANL NL 700,000 NL 10,000 NL 15,000 NL 20,000 NLNotes: 1.) All results provided in ug/L (micrograms per liter) or parts per billion 2.) Compounds analyzed for by laboratory but not listed were not detected above laboratory detection limits. See the laboratory report included in the Appendix for a full list of constituents. 3.) NC 2L Standard - North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L 4.) GCLs for Groundwater = NCDENR UST Section Gross Contamination Levels for GroundwaterNA= Not Applicable.ND= Compound Not Detected.Result= Result Exceeds Laboratory Detection LimitsResult= Result Exceeds 2L StandardResult= Result Exceeds GCL Value7470/6010/7196 - MetalsTable 1Burnsville, Yancey County, North CarolinaSaw Mill Hollow RoadWR Project Number: 08210844.00Buzzard Rock LLC PropertySummary Of Groundwater Analytical Results (VOCs, Metals, and Formaldehyde)NC 2L Standard GCLs for Groundwater8260 - Volatile Organic CompoundsAnalytical MethodSampleIDDateCollectedPage 1 of 1
EXHIBIT E
FIGURES OF SAMPLING LOCATIONS
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!(Sawmill Hollow RoadUS Highway 19E Fair Haven DriveSegment 4
Segment 5
Segment 3
Segment 2
Segment 1
SB-06
SB-07
SB-05
SB-04
SB-03
SB-02
SB-01
SB-08
SB-09
SB-10
SG-04 SG-05
SG-03
SG-02
SG-01
SG-08
SG-06
SG-07
SG-09
SG-10
VP-1
VP-3
VP-4
VP-2
VP-5
TW-1 TW-3
TW-2
\\Raleigh-01\PRJ\N\Northwestern Housing Enterprises\Sawmill Village\7.0 GIS\MXDs\Supplemental Report\Figure 2 Sample Location Map.mxd 12/21/2022 10:03:50 AM
Sawmill Hollow RoadBurnsville, North Carolina
Sample Location Map
0 50Feet
³Figure
2Asheville, NC May 2023
Legend
Site Boundary
Former Building
Proposed CommunityCenter
Proposed Housing Unit
Proposed Road
Sampling Segments
!(Soil Boring Location
!(Soil Gas Sample Location
>Historical Soil Vapor Probe
>Historical Off-Site SoilVapor Probe
!>Historical TemporaryMonitoring Well
!>Historical Off-SiteTemporary Monitoring WellNotes:1. Parcel boundary from Yancey County GIS.2 Basemap from Source: Esri, Maxar, Earthstar Geographics, and the GIS UserCommunity.
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!(Sawmill Hollow RoadUS Highway1 Fair H aven DriveSegment 4
Segment 5
Segment 3
Segment 2
Segment 1
SB-06
SB-07
SB-05
SB-04
SB-03
SB-02
SB-01
SB-08
SB-09
SB-10
SG-04
SG-05
SG-03
SG-02
SG-01
SG-08
SG-06
SG-07
SG-09
SG-10
VP-1
VP-3
VP-4
VP-2
VP-5
TW-1
TW-3
TW-2
\\Raleigh-01\PRJ\N\Northwestern Housing Enterprises\Sawmill Village\7.0 GIS\MXDs\Supplemental Report\Figure 3 Soil Results Map VOCs.mxd 5/24/2023 2:41:25 PM
Sawmill Hollow RoadBurnsville, North Carolina
Soil Sample Detections Map
VOC Analysis
050
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³Figure
3Asheville, NC May 2023
Legend
Site Boundary
Former Building
Proposed Community
Center
Proposed Housing Unit
Proposed Road
Sampling Segments
!(Soil Boring Location
!(Soil Gas Sample Location
>Historical Soil Vapor Probe
>Historical Off-Site Soil Vapor
Probe
!>Historical Temporary
Monitoring Well
!>Historical Off-Site
Temporary Monitoring WellNotes:
1. Parcel boundary from Yancey County GIS.
2. Only detected compounds are presented.
3. Soils recovered from all borings were screened with a photo ionization detector (PID). Depth intervals exhibitng the greatest response in each
segment were selected for volatile organic compound (VOC) analysis.4. Soil sampling results were compared to the North Carolina Department of Environmental Quality (NCDEQ) Residential Preliminary Soil
Remediation Goals (PSRG) (July 2022).
5. Sample depth is presented in feet below land surface (ft BLS).6. Results are presented in milligrams per kilogram (mg/kg).7. Basemap from Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community.
2-Butanone (MEK) 0.0133 J
Acetone 0.202
Toluene 0.0499
4 ft BLS
SG-02
Acetone 0.0223 J
7 ft BLS
SB-02
Acetone 0.044 J
4 ft BLS
SB-04
2-Butanone (MEK) 0.0105 J
Acetone 0.0874
2-Butanone (MEK) 0.0146 J
Acetone 0.127
SB-03 Duplicate
8 ft BLS
SB-03
2-Butanone (MEK) 0.0197 J
Acetone 0.310
Toluene 0.00483 J
2 ft BLS
SB-06
Acetone 0.291
Methyl acetate 0.0568
Acetone 0.315
7 ft BLS
5 ft BLS
SG-04
Acetone 0.0369 J
Methyl acetate 0.0337
2-Butanone (MEK) 0.0104 J
Acetone 0.0847
1 ft BLS
SB-08
5 ft BLS
2-Butanone (MEK) 5,500
Acetone 14,000
Methyl acetate 16,000
Toluene 990
NCDEQ Residential PSRG
SG-09
3 ft BLS
No VOCs detected
SB-09
73 ft BLS
No VOCs detected
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!(Sawmill Hollow RoadUS Highway1 Fair H aven DriveSegment 4
Segment 5
Segment 3
Segment 2
Segment 1
SB-06
SB-07
SB-05
SB-04
SB-03
SB-02
SB-01
SB-08
SB-09
SB-10
SG-04
SG-05
SG-03
SG-02
SG-01
SG-08
SG-06
SG-07
SG-09
SG-10
VP-1
VP-3
VP-4
VP-2
VP-5
TW-1
TW-3
TW-2
\\Raleigh-01\PRJ\N\Northwestern Housing Enterprises\Sawmill Village\7.0 GIS\MXDs\Supplemental Report\Figure 4 Soil Results Map SVOCs.mxd 12/22/2022 12:28:04 PM
Sawmill Hollow RoadBurnsville, North Carolina
Soil Sample Detections Map
SVOC and Metals Analysis
050
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³Figure
4Asheville, NC May 2023
Legend
Site Boundary
Former Building
Proposed Community
Center
Proposed Housing Unit
Proposed Road
Sampling Segments
!(Soil Boring Location
!(Soil Gas Sample Location
>Historical Soil Vapor Probe
>Historical Off-Site Soil Vapor
Probe
!>Historical Temporary
Monitoring Well
!>Historical Off-Site
Temporary Monitoring WellNotes:
1. Parcel boundary from Yancey County GIS.
2. Only detected semi-volatile organic compounds (SVOCs) and metals are presented.
3. Soils for composite samples collcted from soil borings (SB) and soil gas borings (SG) within each segment.4. Orange shading indicates the compound was detected above the North Carolina Department of Environmental Quality (NCDEQ)
Residential Preliminary Soil Remediation Goals (PSRG) (July 2022).
5. Composite sample depth is presented in feet below land surface (ft BLS).
6. Results are presented in milligrams per kilogram (mg/kg).7. Basemap from Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community.
Anthracene 3,600
Benzaldehyde 170
Benzo[a]anthracene 1.1
Benzo[b]fluoranthene 1.2
Chrysene 120
Dibenzofuran 16
Fluoranthene 480
Indeno[1,2,3-cd]pyrene 1.2
Naphthalene 2.1
Pentachlorophenol 1.0
Phenanthrene NC
Pyrene 360
Arsenic 0.68
Barium 3,100
Cadmium 1.4
Chromium, Total 24,000
Lead 400
Mercury 2.3
Hexavalent Chromium 0.31
NCDEQ Residential PSRG
SVOCs
Arsenic 1.34 J
Barium 81.0
Cadmium 0.121 J
Chromium, Total 19.8
Lead 16.0
Mercury 0.0462
Hexavalent Chromium 0.938
SVOCs
Arsenic 2.69
Barium 62.9
Cadmium 0.148 J
Chromium, Total 32.0
Lead 12.6
Mercury 0.0670
Hexavalent Chromium 0.311 J
Metals
Segment 5
0-4.0 ft BLS
No Compounds Detected
Metals
4.0-8.0 ft BLS
No Compounds Detected
SVOCs
Arsenic 3.17
Barium 139
Cadmium 0.128 J
Chromium, Total 60.9
Lead 14.7
Mercury 0.0461
Hexavalent Chromium 1.23
SVOCs
Arsenic 2.21
Barium 200
Chromium, Total 77.4
Lead 9.59
Mercury 0.0670
Hexavalent Chromium 1.50
Segment 4
0-4.0 ft BLS
No Compounds Detected
Metals
4.0-8.0 ft BLS
No Compounds Detected
Metals
Benzaldehyde 0.141 J
Chrysene 0.0481 J
Fluoranthene 0.0556 J
Naphthalene 0.0666 J
Pentachlorophenol 0.771 J
Phenanthrene 0.0424 J
Pyrene 0.0444 J
Arsenic 2.52
Barium 150
Cadmium 0.178 J
Chromium, Total 36.9
Lead 14.2
Mercury 0.0372
SVOCs Pentachlorophenol 9.70
Arsenic 2.43
Barium 74.7
Chromium, Total 79.1
Lead 7.25
Mercury 0.0832
Hexavalent Chromium 0.849
Segment 3
0-4.0 ft BLS
SVOCs
Metals
4.0-8.0 ft BLS
Metals
Anthracene 0.0499 J
Benzo[a]anthracene 0.0846 J
Benzo[b]fluoranthene 0.131 J
Chrysene 0.132 J
Dibenzofuran 0.0877 J
Fluoranthene 0.273 J
Indeno[1,2,3-cd]pyrene 0.0340 J
Phenanthrene 0.199 J
Pyrene 0.197 J
Arsenic 2.83
Barium 137
Chromium, Total 44.4
Lead 8.95
Mercury 0.0210 J
Hexavalent Chromium 0.563
SVOCs
Barium 176
Cadmium 1.94 J
Chromium, Total 50.8
Lead 12.1
Hexavalent Chromium 1.12
SVOCs
Barium 211
Cadmium 2.11 J
Chromium, Total 70.8
Lead 14.1
Mercury 0.00924 J
Hexavalent Chromium 1.01
Metals
SVOCs
Metals
Segment 2
0-4.0 ft BLS
4.0-8.0 ft BLS Duplicate
4.0-8.0 ft BLS
No Compounds Detected
Metals
No Compounds Detected
SVOCs
Arsenic 2.74
Barium 112
Cadmium 0.145 J
Chromium, Total 27.6
Lead 14.8
Mercury 0.0498
Hexavalent Chromium 0.622
SVOCs
Arsenic 2.97
Barium 112
Cadmium 0.145 J
Chromium, Total 36.6
Lead 14.1
Mercury 0.0559
Hexavalent Chromium 0.358 J
Segment 1
0-4.0 ft BLS
Metals
No Compounds Detected
4.0-8.0 ft BLS
No Compounds Detected
Metals
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Segment 3
Segment 2
Segment 1
SB-06
SB-07
SB-05
SB-04
SB-03
SB-02
SB-01
SB-08
SB-09
SB-10
SG-04
SG-05
SG-03
SG-02
SG-01
SG-08
SG-06
SG-07
SG-09
SG-10
VP-1
VP-3
VP-4
VP-2
VP-5
TW-1
TW-3
TW-2
\\Raleigh-01\PRJ\N\Northwestern Housing Enterprises\Sawmill Village\7.0 GIS\MXDs\Supplemental Report\Figure 5 Methane Screening Results.mxd 12/21/2022 10:55:18 AM
Sawmill Hollow RoadBurnsville, North Carolina
Methane Screening Results Map
050
Feet
³Figure
5Asheville, NC May 2023
Legend
Site Boundary
Former Building
Proposed Community
Center
Proposed Housing Unit
Proposed Road
Sampling Segments
!(Soil Boring Location
!(Soil Gas Sample Location
>Historical Soil Vapor Probe
>Historical Off-Site Soil Vapor
Probe
!>Historical Temporary
Monitoring Well
!>Historical Off-Site
Temporary Monitoring WellNotes:
1. Parcel boundary from Yancey County GIS.2. Methane screening results and initial pressure measurements collected using GEM 5000 ladfill gas meter.3. Initial pressure measurements collected using a Dwyer Series 475-3-FM manometer prior to purging. Methanescreening results collected using a GEM 5000 landfill gas meter.4. Basemap from Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community.
Sample
Location
Static Pressure
("H2O)
Methane
(% volume)
SG-01 0.0 0.0
Sample
Location
Static Pressure
("H2O)
Methane
(% volume)
SG-02 0.0 0.0
Sample
Location
Static Pressure
("H2O)
Methane
(% volume)
SG-03 0.0 0.0
Sample
Location
Static Pressure
("H2O)
Methane
(% volume)
SG-04 0.0 1.3
Sample
Location
Static Pressure
("H2O)
Methane
(% volume)
SG-05 0.0 5.1
Sample
Location
Static Pressure
("H2O)
Methane
(% volume)
SG-06 0.0 1.2
Sample
Location
Static Pressure
("H2O)
Methane
(% volume)
SG-07 0.0 0.3
Sample
Location
Static Pressure
("H2O)
Methane
(% volume)
SG-08 0.0 0.0
Sample
Location
Static Pressure
("H2O)
Methane
(% volume)
SG-09 0.0 0.4
Sample
Location
Static Pressure
("H2O)
Methane
(% volume)
SG-10 0.0 0.0
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Segment 5
Segment 3
Segment 2
Segment 1
SB-06
SB-07
SB-05
SB-04
SB-03
SB-02
SB-01
SB-08
SB-09
SB-10
SG-04
SG-05
SG-03
SG-02
SG-01
SG-08
SG-06
SG-07
SG-09
SG-10
VP-1
VP-3
VP-4
VP-2
VP-5
TW-1
TW-3
TW-2
\\Raleigh-01\PRJ\N\Northwestern Housing Enterprises\Sawmill Village\7.0 GIS\MXDs\Supplemental Report\Figure 6 Soil Gas Results Map.mxd 5/24/2023 3:51:53 PM
Sawmill Hollow RoadBurnsville, North Carolina
Soil Gas Sampling Results Map
Screening Level Exceedances, PCE, and TCE
050
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³Figure
6Asheville, NC May 2023
Legend
Site Boundary
Former Building
Proposed Community
Center
Proposed Housing Unit
Proposed Road
Sampling Segments
!(Soil Boring Location
!(Soil Gas Sample Location
>Historical Soil Vapor Probe
>Historical Off-Site Soil Vapor
Probe
!>Historical Temporary
Monitoring Well
!>Historical Off-Site
Temporary Monitoring WellNotes:
1. Parcel boundary from Yancey County GIS.2. Only presenting results for tetrachloroethene (PCE), trichloroethene (TCE), or compounds with a detection greater than its
respective Residential Vapor Intrusion Screening Level (VISL) in at least one sample.
3. Orange shading indicates compound detected above its Residential VISL.
4. Italics indicates compound was not detected and had a reporting limit above its Residential VISL.5. Laboratory Reporting Limits presented for compounds not detected.
6. NA indicates that VP-2, VP-3, VP-4, and VP-5 were not analyzed for naphthalene.
7. Results are presented in micrograms per cubic meter (µg/m3).
8. Basemap from Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community.
1,3-Butadiene 3.1
Benzene 12
Ethyl Benzene 37
m,p-Xylene 600
Naphthalene 2.8
Tetrachloroethene 280
Trichloroethene 14
Residential SGSL
1,3-Butadiene 2.5 U
Benzene 3.6
Ethyl Benzene 4.9 U
m,p-Xylene 4.9 U
Naphthalene 12 U
Tetrachloroethene 7.6 U
Trichloroethene 6.0 U
9/21/2022
SG-01
1,3-Butadiene 2.5 U
Benzene 3.7
Ethyl Benzene 2.2 J
m,p-Xylene 5.8
Naphthalene 12 U
Tetrachloroethene 7.8 U
Trichloroethene 6.2 U
SG-03
9/21/2022
1,3-Butadiene 3.5 U
Benzene 140
Ethyl Benzene 9.2
m,p-Xylene 21
Naphthalene 3.1 J
Tetrachloroethene 11 U
Trichloroethene 8.4 U
SG-04
9/21/2022
1,3-Butadiene 14 U
Benzene 18 J
Ethyl Benzene 39
m,p-Xylene 41
Naphthalene 65 U
Tetrachloroethene 42 U
Trichloroethene 33 U
9/21/2022
SG-05
1,3-Butadiene 3 U
Benzene 7.0
Ethyl Benzene 2.6 J
m,p-Xylene 8.4
Naphthalene 14 U
Tetrachloroethene 9.3 U
Trichloroethene 6.2 J
1,3-Butadiene 3 U
Benzene 6.9
Ethyl Benzene 2.8 J
m,p-Xylene 7.6
Naphthalene 14 U
Tetrachloroethene 9.2 U
Trichloroethene 2.0 J
SG-06 Duplicate
9/21/2022
SG-06
1,3-Butadiene 2.7 U
Benzene 1.5 J
Ethyl Benzene 5.3 U
m,p-Xylene 2.7 J
Naphthalene 13 U
Tetrachloroethene 8.3 U
Trichloroethene 6.6 U
SG-07
9/21/2022
1,3-Butadiene 2.5 U
Benzene 3.6 U
Ethyl Benzene 4.9 U
m,p-Xylene 4.9 U
Naphthalene 12 U
Tetrachloroethene 7.7 U
Trichloroethene 6.1 U
SG-08
9/21/2022
1,3-Butadiene 2.4 U
Benzene 9.2
Ethyl Benzene 3.5 J
m,p-Xylene 10
Naphthalene 12 U
Tetrachloroethene 3.4 J
Trichloroethene 5.9 U
SG-09
9/21/2022
1,3-Butadiene 2.6 U
Benzene 3.3 J
Ethyl Benzene 2.2 J
m,p-Xylene 5.0 J
Naphthalene 12 U
Tetrachloroethene 7.8 U
Trichloroethene 6.2 U
SG-10
9/21/2022
1,3-Butadiene 0.58
Benzene 14
Ethyl Benzene 22
m,p-Xylene 94
Naphthalene NA
Tetrachloroethene 1.4 U
Trichloroethene 1.1 U
VP-2
12/7/2021
1,3-Butadiene 3.2 U
Benzene 74
Ethyl Benzene 170
m,p-Xylene 880
Naphthalene NA
Tetrachloroethene 1.8 J
Trichloroethene 7.9
VP-3
12/7/2021
1,3-Butadiene 2.3 U
Benzene 53
Ethyl Benzene 130
m,p-Xylene 680
Naphthalene NA
Tetrachloroethene 7.0 U
Trichloroethene 5.6 U
VP-4
12/7/2021
1,3-Butadiene 13
Benzene 74
Ethyl Benzene 67
m,p-Xylene 320
Naphthalene NA
Tetrachloroethene 15 U
Trichloroethene 12 U
VP-5
12/7/2021
1,3-Butadiene 2.6 U
Benzene 3.7 U
Ethyl Benzene 5.0 U
m,p-Xylene 5.0 U
Naphthalene 12 U
Tetrachloroethene 1.7
Trichloroethene 6.3
SG-02
9/21/2022
HORIZON DRIVE
BILL YOUNG ROAD
YOUNG CIRCLE
E U.S.

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ESAWMILL HOLLOW ROADCOMMUNICATIONSFACILITY
UNKNOWN - RESEMBLESSALVAGE BUSINESS
PREGNANCYCENTERCONSIGNMENTSHOP
RESIDENCE
RESIDENCE
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SUBJECT PROPERTY±1.92 ACRES
RESIDENCE
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WOODED AREAS WITHDENSE OVERGROWTHINACCESSIBLE BY DRILL RIG V:\21\21-0840\210844-NWRHA Dogwood Trust Development Projects\Enviro\_Phase II Buzzard Rock\CAD\Figures.dwg- December 20, 2021 - APOTE1"=80 'GRAPHIC SCALE
1 inch = 80 ft.
8040 1600 APMJDRAWN BY:12/20/202108210844.003SCALE:FIGURE NO.:PROJECT NO.:DATE:APPROVED BY:GROUNDWATER RESULTS MAPWithersRavenelEngineers | Planners | Surveyors115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340license #: C-0832 | www.withersravenel.comLEGEND
APPROXIMATE AREA WITH HISTORICAL STRUCTURES
TEMPORARY MONITORING WELL LOCATION
NOTES:
1.) WELL LOCATIONS DETERMINED BY A HANDHELD GPS DEVICE.BUZZARD ROCK LLC PROPERTYSAW MILL HOLLOW ROADBURNSVILLE, YANCEY COUNTY, NC
EXHIBIT F
HISTORICAL YARD WASTE PERMITS

Yard Waste Notification - Facility Renewal
Pursuant to 15A NCAC 13B .1401(a), this provision applies to facilities that accept, store, or produce compost or mulch from yard waste.
Pursuant to 15A NCAC 13B .1402(g)(3), the owner or operator of any Type 1 Solid Waste (yard waste) facility which occupies less than two
acres of land and processes and stores less than 6,000 cubic yards of material quarterly shall submit this form to the Department by
June 1st of each year.
1. Facility Name:*
2. Yard Waste Notification
ID Number:*(?)
Street 1:*
Street 2:
City:*County:*
State:Zip code:
Latitude/Longitude:
Name:*
Contact's Title:*
Phone:*(?)Fax:(?)
Email:*
Name:*
Phone:*(?)Fax:(?)
Email:
Street 1:
Street 2:
City:
State:Zip code:
Name:*
Phone:*(?)Fax:(?)
Email:
Street 1:
Street 2:
City:
Sawmill Hollow Stump Dump
YWN-100-001
3. Physical Address of Facility
Sawmill Hollow Road
Burnsville Yancey
NC 28714
4. Primary Facility Contact Information
Samuel Young
Manager
828-284-0645
[e-mail]
5. Property Owner Contact Information
Samuel Young
828-284-0645
[e-mail]
209 Laurel Street
Burnsville
NC 28714
6. Site Manager Contact Information
Samuel Young
828-284-0645
[e-mail]
209 Laurel Street
Burnsville
State:Zip code:
Deed Book:*Page:*County:*
check all that apply*
Items defined as land
clearing debris:*
9. Provide the approximate quarterly volumes of yard waste (cubic yards) for this
facility:
Quarter Cubic Yards Received*Cubic Yards Removed*
June 1-August 31
September 1-November 30
December 1-February 28
March 1-May 31
10. Will this facility be a
temporary holding site or
is material processed on-
site?*
11. If this is a temporary
holding site, list the
name(s) of the facility (or
facilities) where the
material will be taken to:
12. Describe the
composting process to be
used and the end use of
the finished compost
product:*
13. Describe the mulching
process to be used and
the end use of the finished
mulch product:*
To the best of my knowledge and belief, I certify the information provided in this notification is true, accurate, and
complete. Furthermore, the facility will comply with the operational and setback requirements of Small Type 1 Compost
(yard waste) facilities as outlined in .1406 and .1404(a)(1)-(10) of the Solid Waste Compost Rules.
NC 28714
7. The land on which this facility is located is described in the deed recorded in:
617 673 Yancey
8. What types of yard waste are accepted at this facility?
Land Clearing Debris Yard Trash Other (specify)
Stumps
Whole Trees
Tree Limbs
Branches
Untreated
Wood
1,000 1,000
1,000 1,000
500 0
1,000 500
Temporary Holding Site Processed on-site
The description of the compost process must minimally include formation of windrows and annual turning of compost
(i.e. passive composting). Temperatures of each new pile must be monitored to maintain a temperature of at least
131°F for three days. If additional processing is done, explain briefly (e.g. usage of tub grinder, monthly aeration, etc.).
no composting at this site
The description of the mulching process must minimally include a description of the process, usage of a tub grinder, etc.
If you checked anything under the yard trash category, you must either compost or sell the mulched product for boiler
fuel.
all land debris is mulched utilizing a Diamond Z Tub Grinder. Mulch is either sold,
given away or utilized on construction projects for ground cover / stabilization.
Certification
Signature:
Date:
Name:*Phone:*(?)
Email:*
05/18/20
Samuel Young 828-284-0645
[e-mail]
EXHIBIT G
VIMS PLAN
VIMS PLAN TO BE SUBMITTED UNDER SEPARATE COVER