22001_South Graham Tower EMP FINAL 20181212

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NORTH CAROLINA BROWNFIELDS PROGRAM
ENVIRONMENTAL MANAGEMENT PLAN

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

The EMP is a typical requirement of a Brownfields Agreement (BFA). Its purpose is to clarify
actions to be taken during the 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 resultant EMP to be valid for use, it
must be completed, reviewed by the program, 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 completed agreement, be
cause for a reopener

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 these steps is premature.

☐ 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.

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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
on site after construction grading.

☐ Any necessary permits for redevelopment (i.e. demolition, etc.).

☒ 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.

☐ Information and, analytical data if required, for quarries, or other borrow sources,
detailing the type of material proposed for importation 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 Program Guidelines.

☒ A map of the Brownfields Property showing the location of soils proposed for export
and sampling data from those areas.

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

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GENERAL INFORMATION

Date: 11/20/2018 Revision Date (if applicable): 12/11/2018

Brownfields Assigned Project Name: 401 South Graham Street

Brownfields Project Number: 22001-18-060

Brownfields Property Address: 401 South Graham Street, Charlotte, Mecklenburg County

Brownfields Property Area (acres): 0.673
Is Brownfields Property Subject to RCRA Permit?.......................☐ Yes ☒ No
If yes enter Permit No.: Click or tap here to enter text.
Is Brownfields Property Subject to a Solid Waste Permit….……..☐ Yes ☒ No
If yes, enter Permit No.: Click or tap here to enter text.

COMMUNICATIONS

A copy of this EMP shall be distributed to all the parties below as well as any contractors or site workers
that may be exposed to site vapors, soil, groundwater, and/or surface water. Additionally, a copy of the
EMP shall be maintained at the Brownfields Property during redevelopment activities. NOTE, THE EMP
DOES NOT TAKE THE PLACE OF A SITE-SPECIFIC HEALTH AND SAFETY PLAN.

Prospective Developer (PD): Dominion Realty Partners, LLC
Contact Person: Robert “Beau” McIntosh
Phone Numbers: Office: [phone] Mobile: [phone]
Email: [e-mail]

Contractor for PD: Batson-Cook Construction
Contact Person: David Hamilton
Phone Numbers: Office: [phone] Mobile: [phone]
Email: [e-mail]

Environmental Consultant: S&ME, Inc.
Contact Person: Roger A. Smith, P.G.
Phone Numbers: Office: [phone] Mobile: [phone]
Email: [e-mail]

Brownfields Program Project Manager: William Schmithorst
Phone Numbers: Office: [phone] Mobile: Click or tap here to enter text.
Email: [e-mail]

Other DEQ Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch,

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Hazardous Waste, Solid Waste):
Click or tap here to enter text.

NOTIFICATIONS TO THE BROWNFIELDS PROGRAM

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 ☒

REDEVELOPMENT PLANS

1) Type of Redevelopment (check all that apply):
☒Residential ☐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 site currently consists of an asphalt and gravel covered parking lot (See Figure 2 for current

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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: 1/1/2021

CONTAMINATED MEDIA

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

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 – Please fill out the information 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) Known or suspected contaminants in soil (list general groups of contaminants):
No soil contamination has been identified at the site above the groundwater. During previous
soil sampling events, conducted in proposed excavations areas, only arsenic was detected at
concentrations greater than the Residential Preliminary Soil Remedial Goals (PSRGs); however,
the concentrations appear to be naturally occurring and not a result of a release. Therefore,
excavated soils above groundwater are not considered to be contaminated. (See Figure 3 for
sample locations, Table 1 for summary of soil sample results and Figure 4 for PSRG
exceedances)

Soils removed from below groundwater are considered to be contaminated with VOCs, due to
groundwater impacts. Soils removed from below the groundwater will either be direct loaded
into trucks and transported offsite for permitted disposal, or will be stockpiled onsite, on plastic,

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secured, and covered until they can be loaded into trucks and transported offsite for permitted
disposal. (See Table 2 for summary of groundwater sample results and Figure 4 for
groundwater sample locations and exceedances)

In order to assess removed soils for evidence of contamination, the environmental consultant
will periodically visit the site during excavation activities to screen soils and worker’s breathing
zones for apparent impacts using field observations and screening with either of Photoionization
Detector (PID) or Flame Ionization Detector (FID).

2) Depth of known or suspected contaminants (feet):
Soils below groundwater, anticipated to be below mean sea level elevation of approximately 700
to 702 feet.

3) Area of soil disturbed by redevelopment (square feet):
Total Estimated volume of soils to be removed is approximately 7,000 cubic yards

4) Depths of soil to be excavated (feet):
Varies

5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan):
Total volume of soils to be excavated for foundations are less than 7,000 cubic yards

6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants:
Less than 1,000 cubic yards (i.e., soils below groundwater)

7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable:
1,000 cubic yards (i.e., all soils excavated below groundwater). However, due to no space
available onsite for reuse of any soils (impacted or not impacted), all soils will be exported offsite
for disposal.

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.

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☐ 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 ON SITE 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:
Based on historical laboratory results, site soils are not likely to contain
characteristic waste.

d) NOTE: IF SOIL MEETS THE DEFINITION OF A CHARACTERISTIC HAZARDOUS WASTE, THE
SOIL MAY NOT BE RE-USED ON SITE 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:

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Soils excavated at the site during construction will be disposed offsite. Excavated soils (above
and below the impacted groundwater) will be either directly loaded into trucks and
transported offsite for disposal at landfill or temporarily stockpiled onsite, on plastic, secured
and covered until such time as they can be loaded and transported offsite for disposal. Soils
excavated at the site will be transported to one or more of the following permitted landfills
for disposal at Republic Services in Concord, North Carolina or at EVO in Winston Salem, NC.

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 on site 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:

4) Please describe the following action(s) to be taken during and following excavation and
management of site soils:
Management of fugitive dust from site
☒ Yes, describe the method will include:
Typical construction dust control measures will be utilized such as wetting with water trucks
or hoses to manage nuisance dust levels.

☐ No, explain rationale:
Click or tap here to enter text.

Field Screening of site soil
☒ Yes, describe the field screening method, frequency of field screening, person conducting
field screening:
During soil disturbance, the workers or contractors will observe soils for evidence of
All impacted soils that are excavated during construction will be transported offsite for disposal at a
permitted landfill.

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distinct unnatural color, strong odor, or fill materials of concern (i.e., chemicals, tanks,
drums, subsurface piping, etc.). Should the above be noted during site work, the
contractor will contact the project environmental consultant to observe the suspect
condition. Additionally, the environmental consultant will periodically visit the site during
excavation activities to observe and periodically assess soils for evidence of apparent
impacts. If the environmental consultant confirms that the material may be impacted
(using field observations and screening with PID/FID), then the soils will be managed in
accordance with this EMP and the NCDEQ, BF Project Manager will be contacted within 48
hours to advise of the condition.

☐ No, explain rationale:
Click or tap here to enter text.

Soil Sample Collection
☐ Yes, describe the sampling method (e.g., in-situ grab, composite, stockpile, etc.):
.

☒ No, explain rationale:
Laboratory analysis of soil samples collected above the groundwater table in areas to be
excavated did not identify impacted soils at concentrations greater than the Residential
PSRGs, except for arsenic, which is likely natural occurring concentration. Therefore,
impacted soils are not anticipated. However, should impacted soils be encountered
during redevelopment, they will be addressed as stated in No. 5 - “Field Screening”,
above.

If soil samples are collected for analysis, please check the applicable chemical analytes:
☒ Volatile organic compounds (VOCs) by EPA Method 8260
☐ Semi-volatile organic compounds (SVOCs) by EPA Method 8270
☐ Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium
and silver): Specify Analytical Method Number(s):
Click or tap here to enter text.

☐ 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) (i.e. Hexavalent Chromium,
Herbicides, etc.): Specify Analytical Method Number(s):
Click or tap here to enter text.

☒ Check to confirm that stockpiling of known or suspected impacted soils will be conducted

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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):
☐ Volatile organic compounds (VOCs) by EPA Method 8260
☐ Semi-volatile organic compounds (SVOCs) by EPA Method 8270
☐ Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead,
selenium and silver): Specify Analytical Method Number(s):
Click or tap here to enter text.

☐ 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) (i.e. Hexavalent
Chromium, Herbicides, etc.):
Click or tap here to enter text.

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

☒ If final grade sampling was NOT selected please explain rationale:
No final grade sampling is proposed since no contaminated soils were identified at the site
above the groundwater table. Additionally, only limited soils will be exposed at the site
after construction is completed and those areas will be within landscaped areas.

Part 1.B. IMPORTED FILL SOIL

NO SOIL MAY BE BROUGHT ONTO THE BROWNFIELDS PROPERTY WITHOUT PRIOR APPROVAL
FROM THE BROWNFIELDS PROGRAM. 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 Program), will safeguard the liability protections provided
Click or tap here to enter text.

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by the brownfields agreement and is in the best interest of the prospective developer/property
owner.”

Requirements for importing fill:

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, please list the range.)
Click or tap here to enter text.

4) Provide the source of fill, including: location, site history, nearby environmental concerns,
etc. Attach aerial photos, maps, historic Sanborn maps and a borrow source site history:
Although no soils are anticipated to be imported to the site, should importing of soils be required,
they will be acquired from Martin Marietta Quarry located at 4551 Beatties Ford Road in
Charlotte, North Carolina. This quarry has previously been approved by the NCDEQ as a soils fill
source for Brownfields site.

5) PRIOR TO ITS PLACEMENT AT THE BROWNFIELDS PROPERTY, provide a plan to analyze fill
soil to demonstrate that it meets acceptable standards applicable to the site and can be
approved for use at the Brownfields property.
Click or tap here to enter text.

6) Please check the applicable chemical analytes for fill soil samples. (Check all that apply):
☐ Volatile organic compounds (VOCs) by EPA Method 8260
☐ Semi-volatile organic compounds (SVOCs) by EPA Method 8270
☐ Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead,
selenium and silver): Specify Analytical Method Number(s):
Click or tap here to enter text.

☐ 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) (i.e. Hexavalent
Chromium, Herbicides, etc.):
Click or tap here to enter text.

7) The scope of work for import fill sampling may be provided below or in a Work Plan
submitted separately for DEQ review and approval. Attach specific location maps for in-situ
borrow sites. If using a quarry, provide information on the type of material to be brought

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onto the Brownfields Property.
Click or tap here to enter text.

Part 1.C. EXPORTED SOIL

NO SOIL MAY LEAVE THE BROWNFIELDS PROPERTY WITHOUT APPROVAL FROM THE
BROWNFIELDS PROGRAM. FAILURE TO OBTAIN APPROVAL MAY VIOLATE A BROWNFIELDS
AGREEMENT CAUSING A REOPENER OR JEOPARDIZING ELIGIBILITY IN THE PROGRAM,
ENDANGERING LIABILITY PROTECTIONS AND MAKING SAID ACTION POSSIBLY SUBJECT TO
ENFORCEMENT. JUSTIFICATIONS PROVIDED BELOW MUST BE APPROVED BY THE PROGRAM IN
WRITING PRIOR TO COMPLETING TRANSPORT ACTIVITIES. Please refer to Brownfields IR 15 for
additional details.

1) If export from a Brownfields Property is anticipated, please provide details regarding the
proposed export actions. Volume of exported soil, depths, location from which soil will
be excavated on site, related sampling results, etc. Provide a site map with locations of
export and sampling results included.
Although the only soils removed below groundwater are considered to be impacted, since there
is no available areas of the site to allow reuse of any excavated soils, all soils excavated from the
site for foundations will be exported, which is anticipated to be approximately 7,000 cubic yards
or less. The excavated soils will either be direct loaded into trucks and transported offsite for
permitted disposal, or will be stockpiled onsite, on plastic, secured, and covered until they can
be loaded into trucks and transported offsite for permitted disposal. Should soils excavated
below groundwater contain water at a sufficient amount that it leaches from the soils, even
following dewatering activities, the soils will be contained (either on plastic, bermed and
secured) to contain the groundwater until the soils are removed from the site for offsite
disposal. Or, if the soils are directly loaded into trucks for offsite disposal, plastic will be placed
in the bed of the trucks when soils are saturated, in order to contain any potential groundwater
from exiting the truck during transport. The locations of the proposed excavations for the
various foundations along with previous soil sampling locations are provided on Figure 5.

2) To what type of facility will the export Brownfields soil be sent?
☒ Subtitle D/Municipal Solid Waste Landfill (analytical program to be determined by
landfill)
☐ Permitted but Unlined Landfill (i.e. LCID, C&D, etc.) Analytical program to be
determined by the accepting Landfill;
☐ Landfarm or other treatment facility
☐ Use as fill at another suitable Brownfields Property – determination that a
site is suitable will require, at a minimum, that similar concentrations of the same or
similar contaminants already exist at both sites, use of impacted soil will not increase
the potential for risk to human health and the environment at the receiving Brownfields
property, and that a record of the acceptance of such soil from the property owner of

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the receiving site is provided to Brownfields. Please provide additional details below.
☐ Use as Beneficial Fill off-site at a non-Brownfields Property - Please provide
documentation of approval from the property owner for receipt of fill material. This will
also require approval by the DEQ Solid Waste Section. Additional information is
provided in IR 15. Please provide additional details below.

3) Additional Details: (if transfer of soil to another property is requested above, please provide
details related to the proposed plans).
Click or tap here to enter text.

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:
Click or tap here to enter text.

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

Other comments regarding managing impacted soil in utility trenches:
Since contaminated soils have not been identified at the site, impacted soils in utility trenches are not
anticipated. However, should impacted soils be identified, they will be managed as previously stated.

PART 2. GROUNDWATER – Please fill out the information below.

1) What is the depth to groundwater at the Brownfields Property?
Depending upon the ground surface location, the depth to groundwater at the site various from
approximately 9 to 16 feet below grade. However, based on previous site investigations,
ground is typically not encountered until a depth of approximately 20 feet, but over time,
groundwater may rise to the depths of 9 to 16 feet, below current grade.

2) Is groundwater known to be contaminated by ☐onsite ☒offsite ☐both or ☐unknown
sources? Describe source(s):

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The source of the groundwater contamination is not known, but is suspected to be from an
offsite source. Figure 3 indicates the location of groundwater samples collected at the site,
Table 2 summaries groundwater sample results, and Figure 4 indicates the locations of
groundwater samples with contaminant exceedances.

3) What is the direction of groundwater flow at the Brownfields Property?
Based on the USGS Topographic map, the groundwater is estimated to flow to the southwest
toward a tributary of Irwin Creek. See Figure 1 for location and area topographic information.

4) Will groundwater likely be encountered during planned redevelopment activities?
☒Yes ☐No
If yes, describe these activities:
The areas of the site where deeper excavations are required, it is likely that groundwater may be
encountered.

Regardless of the answer; in the event that contaminated 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).
Groundwater will be dewatered and contained, then transported off-site for disposal at one of
the following permitted facilities including Shamrock in Brown Summit, North Carolina or
HazMat in Charlotte, North Carolina.

5) 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

6) 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 Program’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.

7) Please provide additional details as needed:

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

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PART 3. SURFACE WATER -Please fill out the information below.
1) Is surface water present at the property? ☐ Yes ☒ No
2) 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
4) Will workers or the public be in contact with surface water during planned redevelopment
activities? ☐ 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):
No streams or other surface waters are located on the site; however, should impacted surface
water will be encountered, it will be managed and disposed as previously stated for groundwater
(e.g., the water will be contained, then transported off-site for disposal along with removed
groundwater)..

PART 4. SEDIMENT – Please fill out the information below.

1) Are sediment sources present on the property? ☐ Yes ☒ No

2) If yes, is sediment at the property known to be contaminated: ☐ Yes ☐ No

3) Will workers or the public be in contact with sediment during planned redevelopment
activities? ☐ Yes ☒ No

4) Attach a map showing 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):
No streams were identified on the site and no contaminated sediment are anticipated. However
should impacted sediment be contained, then the NCDEQ, BF Project Manager will be notified
within 48 hours and consulted as to potential sampling, reporting, and disposal requirements.

PART 5. SOIL VAPOR – Please fill out the information below.

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

17
EMP Version 2, June 2018
IHSB Residential Screening Levels:
Soil Vapor:………..☒ Yes ☐ No ☐ Unknown
Groundwater:.….☒ Yes ☐ No ☐ Unknown
IHSB Industrial/Commercial Screening Levels:
Soil Vapor:………..☐ Yes ☐ No ☐ Unknown
Groundwater:…..☒ Yes ☐ No ☐ Unknown
2) Attach a map showing the locations of soil vapor contaminants that exceed site
screening levels.
3) If applicable, at what depth(s) is soil vapor known to be contaminated?

4) Will workers encounter contaminated soil vapor during planned redevelopment activities?
☐ Yes ☐ No ☒ Unknown
5) In the event that contaminated soil vapor is encountered during redevelopment activities
(trenches, manways, basements or other subsurface work,) list activities for management
of such contact:
If soil vapors be encountered, all work will cease in that area until the area can be assessed by
the environmental consultant. Should assessment confirm the presence of contaminants, the
NCDEQ, BF Project Manager will be notified within 48 hours and consulted as to potential further
sampling, reporting, and mitigation

PART 6. SUB-SLAB SOIL VAPOR – Please fill out the information below if existing buildings or
foundations will be retained in the redevelopment.
1) Are sub-slab soil vapor data available for the Brownfields Property? ☐ Yes ☒ No ☐ Unknown
2) If data indicate that sub-slab soil vapor concentrations exceed screening levels, attach a map
showing the location of these exceedances.
3) At what depth(s) is sub-slab soil vapor known to be contaminated? ☐0-6 inches ☐Other, please
describe:
No structures are currently located on the site.

4) Will workers encounter contaminated sub-slab soil vapor during planned redevelopment
activities? ☐ Yes ☒ No ☐ Unknown
5) In the event that contaminated soil vapor is encountered during redevelopment activities, list
activities for management of such contact
No structures are currently located on the site, therefore no sub-slab soil vapors are anticipated.
Approximately 5 feet below current grade. Figure 3 indicates the location of soil gas samples
collected below the planned occupied spaces of the proposed site building, Table 3 includes a
summary of the soil gas sample results, and Figure 4 indicates the sample locations and
concentrations exceeding residential soil gas screening levels.

18
EMP Version 2, June 2018
However, should sub-slab soil vapors be encountered, all work will cease in that area until the
area can be assessed by the environmental consultant. Should assessment confirm the presence
of contaminants, the NCDEQ, BF Project Manager will be notified within 48 hours and consulted
as to potential further sampling, reporting, and mitigation.

PART 7. INDOOR AIR – Please fill out the information below.

1) Are indoor air data available for the Brownfields Property? ☐ Yes ☒ No ☐ Unknown
2) Attach a map showing the location(s) where indoor air contaminants exceed site screening levels.
3) If the structures where indoor air has been documented to exceed risk-based screening levels will
not be demolished as part of redevelopment activities, will workers encounter contaminated
indoor air during planned redevelopment activities? ☐ Yes ☒ No ☐ Unknown
4) In the event that contaminated indoor air is encountered during redevelopment activities, list
activities for management of such contact:

VAPOR INTRUSION MITIGATION SYSTEM – Please fill out the information below.
Is a vapor intrusion mitigation system (VIMS) proposed for this Brownfields Property?
☒ Yes ☐ No ☐ Unknown
If yes, ☐ VIMS Plan Attached or ☒ VIMS Plan to be submitted separately
If submitted separately provide date:
The VIMS is currently prepared in draft format awaiting approval with the architect. It is
estimated that the VIMS will be submitted under a separate cover to NCDEQ, BF, before
construction begins, or on/or about December 15, 2018. The VIMS will be signed and sealed by a
NC Professional Engineer.

VIMS Plan shall be signed and sealed by a NC Professional Engineer

If no, please provide a brief rationale as to why no vapor mitigation plan is warranted:
Click or tap here to enter text.

No structures are currently located on the site, therefore no indoor air vapors are anticipated.
However, should indoor air vapors be encountered, all work will cease in that area until the area can
be assessed by the environmental consultant. Should assessment confirm the presence of
contaminants, the NCDEQ, BF Project Manager will be notified within 48 hours and consulted as to
potential further sampling, reporting, and mitigation.

19
EMP Version 2, June 2018
CONTINGENCY PLAN – encountering unknown tanks, drums, or other waste materials

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:
☒ Volatile organic compounds (VOCs) by EPA Method 8260
☒ Semi-volatile organic compounds (SVOCs) by EPA Method 8270
☒ Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium and
silver)
Click or tap here to enter text.

☐ 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) (i.e. Hexavalent Chromium, Herbicides, etc.)
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.
Click or tap here to enter text.

Underground Storage Tanks:
Should underground storage tanks be encountered, all work will cease in that area until the area
can be assessed by the environmental consultant. Should assessment confirm the presence of
contaminants, the NCDEQ, BF Project Manager will be notified within 48 hours and consulted as to
potential further sampling, reporting and mitigation.

Sub-Grade Feature/Pit:
Should sub-grade feature/pit be encountered, all work will cease in that area until the area can be

20
EMP Version 2, June 2018
assessed by the environmental consultant. Should assessment confirm the presence of
contaminants, the NCDEQ, BF Project Manager will be notified within 48 hours and consulted as to
potential further sampling, reporting and mitigation.

Buried Waste Material:
Should buried waste material be encountered, all work will cease in that area until the area can be
assessed by the environmental consultant. Should assessment confirm the presence of
contaminants, the NCDEQ, BF Project Manager will be notified within 48 hours and consulted as to
potential further sampling, reporting and mitigation.

Re-Use of Impacted Soils On-Site:
Due to limited site space, re-use of any soils onsite is not anticipated; however, should re-use of
impacted soils on-site occur, the NCDEQ, BF Project Manager will be notified within 48 hours and
consulted as to potential further sampling, reporting and mitigation.

If unknown, impacted soil is identified on-site, management on-site 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 on-site.

If other potential contingency plans are pertinent, please provide other details or scenarios as
needed below:
Click or tap here to enter text.

POST-REDEVELOPMENT REPORTING

☒ Check this box to acknowledge that a Redevelopment Summary Report will be required for the
project. If the project duration is longer than one year, an annual update is required and will be
due by January 31 of each year, or 30 days after each one-year anniversary of the effective date of
this EMP (as agreed upon with the Project Manager). These reports will be required for as long as
physical redevelopment of the Brownfields Property continues, except that the final
Redevelopment Summary Report will be submitted within 90 days after completion of
redevelopment. Based on the estimated construction schedule, the first Redevelopment Summary
Report is anticipated to be submitted on 1/31/2020

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;

21
EMP Version 2, June 2018
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.

12/14/2018

Attachments

22
EMP Version 2, June 2018

Attachment I – Figures
^_
^_Project Location
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.
11 " = 2,000 '
11-20-18
4335-17-154B
GRAHAM TOWER SITE401 S. GRAHAM STREETCHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINADrawing Path: Q:\4335\17\154 Graham and MLK Tower\1_vicinityB.mxd plotted by DHomans 11-20-20180 2,000 4,000(FEET)
SITE LOCATION MAP
³
REFERENCE: USGS USA TOPO STREAMING DATASETGIS BASE LAYERS WERE OBTAINED FROM THE NATIONAL MAP. THIS MAP IS FORINFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED.THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.
Service Layer Credits: USGS The National Map: NationalBoundaries Dataset, 3DEP Elevation Program, GeographicNames Information System, National Hydrography
S Graham StS Graham StW Martin Luther King Jr Bv
Project Parcel
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.
21 " = 50 '
11-20-18
4335-17-154B
GRAHAM TOWER SITE401 S. GRAHAM STREETCHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINADrawing Path: Q:\4335\17\154 Graham and MLK Tower\02_AERIAL.mxd plotted by DHomans 11-20-20180 50 100(FEET)
2018 AERIAL PHOTOGRAPH
³
REFERENCE: 2018 AERIAL PHOTOGRAPHGIS BASE LAYERS WERE OBTAINED FROM MECKLENBURG COUNTY GIS. THIS MAP IS FORINFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED.THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.
Service Layer Credits: meckco
!´Ð
!´Ð
!´Ð
Ð"I
Ð"I
Ð!G
Ð!G
Ð!G
Ð!G
Ð!G
Ð!GÐ!G
Ð!GS Graham StW Martin Luther King Jr Bv
TW-1
TW-2
TW-3
SG-1
SG-2
B-7
B-6
B-8
B-4
B-3
B-2B-1
B-5
Ð"I Soil Gas Sample Locations
Ð!G Soil Sample Locations
!´Ð Groundwater Sample Locations
Proposed Occupied Area
Project Parcel
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.
31 " = 30 '
11-20-18
4335-17-154B
GRAHAM TOWER SITE401 S. GRAHAM STREETCHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINADrawing Path: Q:\4335\17\154 Graham and MLK Tower\03_sitemap.mxd plotted by DHomans 11-20-20180 30 60(FEET)
SITE MAP ³REFERENCE: 2018 AERIAL PHOTOGRAPHGIS BASE LAYERS WERE OBTAINED FROM MECKLENBURG COUNTY GIS. GROUND LEVEL FLOORPLAN OBTAINED FROM RULE JOY TRAMMELL RUBIO, DATED JULY 27, 2018. THIS MAP IS FORINFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED.THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.
Service Layer Credits: meckco
!´Ð
!´Ð
!´Ð
Ð"I
Ð"I
Ð!G
Ð!G
Ð!G
Ð!G
Ð!G
Ð!GÐ!G
Ð!GS Graham StW Martin Luther King Jr Bv TW-1 (10/17/2017)1,2-Dichloroethane: 0.83 µg/L*Tetrachloroethylene (PCE): 68 µg/L*
TW-2 (10/17/2017)1,2-Dichloroethane: 1.3 µg/L*Tetrachloroethylene: 200 µg/L*Trichloroethylene: 3.4 µg/L
TW-3 (10/17/2017)1,2-Dichloroethane: 0.70 µg/LTetrachloroethylene: 38 µg/L
SG-1 (9/29/2018)Tetrachloroethylene: 420 µg/m³
SG-2 (9/29/2018)All < Residential SGSL
B-7 (9/29/2018)@12'-16' BGSArsenic: 1.4 mg/kg (J)
B-6 (9/29/2018)@2'-6' BGSArsenic: 1.5 mg/kg (J)
B-8 (9/29/2018)@5'-7.5' BGSArsenic: 1.9 mg/kg (J)
B-4 (9/29/2018)@8'-12' BGSAll < Residential PSRGs
B-3 (9/29/2018)@12'-16' BGSAll < Residential PSRGs
B-2 (9/29/2018)@2'-6' BGSArsenic: 3.0 mg/kg
B-1 (9/29/2018)@8'-12' BGSAll < Residential PSRGs
B-5 (9/29/2018)@10'-14' BGSAll < Residential PSRGs
Ð"I Soil Gas Sample Locations
Ð!G Soil Sample Locations
!´Ð Groundwater Sample Locations
Proposed Occupied Area
Project Parcel
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.
41 " = 30 '
11-20-18
4335-17-154B
GRAHAM TOWER SITE401 S. GRAHAM STREETCHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINADrawing Path: Q:\4335\17\154 Graham and MLK Tower\04_sampleresults.mxd plotted by DHomans 11-20-20180 30 60(FEET)
SAMPLE EXCEEDANCES MAP ³REFERENCE: 2017 AERIAL PHOTOGRAPHGIS BASE LAYERS WERE OBTAINED FROM MECKLENBURG COUNTY GIS. THIS MAP IS FORINFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED.THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.
Service Layer Credits: meckco
Soil samples exceeding the Redsidential Preliminary Soil Remediation Goals (PSRG) forResidential Health and Protection to Groundwater; (February 2018) are shown above. Arsenicvalues observed were within regionally typical natural occurance levels and were likely not theresult of contamination.
Soil gas samples exceeding the NCDEQ Residential Vapor Intrusion Exterior Soil GasScreening Levels (SGSL) dated February 2018 are shown above.
Groundwater samples exceeding the 2L Standard are shown above.Bold values exceededthe Residential Groundwater Vapor Intrusion Screening Level. *Asterisk marked valuesexceeded the Non-Residential Groundwater Vapor Intrusion Screening Level.*
(J) = Estimated concentration between method detection limit and practical quantitation limit.
!´Ð
!´Ð
!´Ð
Ð"I
Ð"I
Ð!G
Ð!G
Ð!G
Ð!G
Ð!G
Ð!GÐ!G
Ð!GS Graham StW Martin Luther King Jr Bv
TW-1
TW-2
TW-3
SG-1
SG-2
B-7
B-6
B-8
B-4
B-3
B-2B-1
B-5
Ð"I Soil Gas Sample Locations
Ð!G Soil Sample Locations
!´Ð Groundwater Sample Locations
Proposed Areas of Excavation for Foundations
Project Parcel
SCALE:
DATE:
PROJECT NUMBER
FIGURE NO.
51 " = 30 '
11-20-18
4335-17-154B
GRAHAM TOWER SITE401 S. GRAHAM STREETCHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINADrawing Path: Q:\4335\17\154 Graham and MLK Tower\05_EXCAVATIONS.mxd plotted by DHomans 11-20-20180 30 60(FEET)
FOUNDATION EXCAVATION AREAS ³REFERENCE: 2017 AERIAL PHOTOGRAPHGIS BASE LAYERS WERE OBTAINED FROM MECKLENBURG COUNTY GIS.THISMAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONSDISPLAYED ARE APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEYINFORMATION, UNLESS STATED OTHERWISE.
Service Layer Credits: meckco

Attachment II – Tables
SVOCs by EPA
Method 8270B
Chromium VI by
EPA Method
7196A
Acetone1,4-DichlorobenzeneBenzoic AcidArsenicBariumCadmiumChromiumLeadMercuryChromiumB1 (8-12)09/29/18 8-12 <88.6 <0.12 0.0021 J 0.31 J <2.1 76 <0.21 29 3.5 0.015 J <0.20
B2 (2-6)09/29/18 2-6 <92.8 0.064 J <0.0029 0.34 J 3.0 47 0.31 56 22 0.057 <0.23
B3 (12-16)09/29/18 12-16 <92.2 <0.12 0.0013 J 0.34 J <2.4 76 <0.24 8.9 3.2 0.0068 J <0.22
B4 (8-12)09/29/18 8-12 <93.6 <0.16 0.0018 J 0.32 J <2.2 88 <0.22 17 2.8 0.016 J <0.21
B5 (10-14)09/29/18 10-14 <85.3 <0.10 0.0019 J 0.30 J <2.1 100 <0.21 16 4.0 0.013 <0.20
B6 (2-6)09/29/18 2-6 <89.4 0.071 J <0.0022 0.32 J 1.5 J 71 <0.22 52 21 0.099 <1.0
B7 (12-16)09/29/18 12-16 <83.8 <0.12 0.0029 0.29 J 1.4 J 83 <0.20 9.8 2.9 0.014 J <0.19
B8 (5-7.5)09/29/18 5-7.5 <81.4 0.034 J <0.0022 0.30 J 1.9 J 67 0.13 J 57 89 0.19 <0.19
DUP01 (B1)09/29/18 8-12 NA <0.11 0.0036 0.30 J <2.0 61 <0.20 8.6 2.5 0.014 J <0.19
NS 12,000 2.8 51,000 0.68 3,100 7.5 23,000 NS 2.3 0.31
NS 250 0.12 120 5.80 580 3.0 360,000 270 1.0 3.8
NOTES:
Results reported in milligrams per kilogram (mg/kg)
ft-BGS : feet below ground surface
J : Detected but below the Reporting Limit (lowest calibration standard); therefore, result is an estimated concentration.
Redsidential Preliminary Soil Remediation Goals (PSRG) for Residential Health and Protection to Groundwater; February 2018
Chromium values shown for PSRGs are considered to be Chromium III, insoluable salts
VALUE = exceeds Residential Health PSRG
TABLE 1
Protection of Groundwater PSRG
Metals by EPA method 6010D
Sample ID
Date
Collected
Sample
Depth
(ft-BGS)
Residential Health PSRG
VOCs by EPA Method
8260B
S&ME Project # 4335-17-154B, Ph 02
401 S. Graham Street, Charlotte, North Carolina
Taken From: Additional Environmental Assessment
SUMMARY OF SOIL SAMPLING RESULTS
Oil and Grease
(with Silica Gel
Cleanup)
9071B
TABLE 2
SUMMARY OF GROUNDWATER SAMPLING RESULTS
Taken From: Limited Phase II Environmental Site Assessment - Proposed Graham and MLK Tower
401 South Graham Street, Charlotte, Mecklenburg County, North Carolina
S&ME Project # 4335-17-154B
VOCs by EPA Method 8260B SVOCs by EPA
Method 8270
Ammonia by
SM4500
Ethylene Glycol by
EPA 8015C
Sample
ID
Date
Collected
1,1-Dichloroethylene1,2-Dichloroethanecis-1,2-DichloroethyleneTrichloroethylene (TCE)AmmoniaTW-1 10/17/17 6.7 2.8 1.1 0.83 4.1 <0.50 <5.0 68 *2.1*all BRL 580 323 J
TW-2 10/17/17 5.6 2.6 1.6 1.3 4.7 0.82 <5.0 200 *3.4*all BRL 480 <265
TW-3 10/18/17 8.2 <0.50 1.1 0.70 3.0 0.62 1.1 J 38 *1.9*all BRL <100 <265
6,000 70 350 0.4 70 20 4,000 0.7 3 Varies 1,500 #10,000
19,000,000 36 160 98 NSL 20,000 1,900,000 48 4.4 Varies 670,000 NSL
4,500,000 8.1 39 22 NSL 4,500 450,000 12 1.0 Varies 160,000 NSL
Notes:
Analytes that are not shown for the method were not detected.Value Indicates value is greater than 2L or IMAC groundwater standard
Concentrations are reported in micrograms per liter (µg/L).NSL:No Screening Level for this constituent
GROUNDWATER - 2L Standard: North Carolina Groundwater Quality Standards: 15A NCAC 2L.0202 Value:Indicates value is greater than Non-Residential Groundwater Vapor Intrusion Screening Level
VAPOR - Non-Residential GW VI Screening Level: Non-Residential Groundwater Vapor Intrusion Screening Level (October 2017) Value*:Indicates value is greater than Residential Groundwater Vapor Intrusion Screening Level
VAPOR -Residential GW VI Screening Level: Residential Groundwater Vapor Intrusion Screening Level (October 2017) Value#:2L Standard listed for Ammonia is Interim Maximum Allowable Concentration (IMAC)
J: Detected but below the reporting limit; therefore, result is an estimated concentration BRL:Below laboratory reporting limit Ethylene GlycolTetrachloroethylene (PCE)Methyl tert-butyl ether (MTBE)Methyl Ethyl Ketone (MEK)AcetoneVAPOR - Residential GW VI Screening Level
Analytical Method →
Contaminant of Concern →ChloroformGROUNDWATER - 2L Standard (µg/L)
VAPOR - NON - Residential GW VI Screening Level
Page 1 of 1
TABLE 3
SUMMARY OF SOIL GAS SAMPLING RESULTS
Taken From: Additional Environmental Assessment
401 S. Graham Street, Charlotte, North Carolina
S&ME Project # 4335-17-154B, Ph 02
Sample ID Date
Collected
2-Butanone (MEK)Carbon DisulfideChloroformChloromethaneCyclohexane1,3-DichlorobenzeneDichlorodifluoromethane (Freon 12)EthanolEthyl AcetateEthylbenzene4-EthyltolueneHeptaneHexaneMethylene Chloride4-Methyl-2-pentanone (MIBK)NaphthalenePropeneTetrachloroethyleneTetrahydrofuranTolueneTrichloroethyleneTrichlorofluoromethane(Freon 11)1,3,5-TrimethylbenzeneVinyl AcetateVinyl chlorideSG-1 9/29/2018 <19 27 11 J 260 1.4 4.5 7.3 16 3.0 <15 <0.72 33 13 34 46 3.0 J 4.8 3.6 J 170 420 1.2 260 1.6 5.0 12 <14 1.4 148
SG-2 9/29/2018 170 33 31 180 2.4 1.7 <0.69 5.5 3.0 18 3.1 39 16 38 34 3.3 J 3.2 7.7 97 270 9.5 340 <1.1 8.5 14 7.1 J <0.51 188
DUP-1 (SG-2)9/29/2018 160 33 33 170 2.4 <0.83 4.8 7.4 2.9 17 3.5 41 16 39 35 5.2 J <0.82 7.4 100 280 12 330 <1.1 7.1 15 8.4 J <0.51 199
220,000 120 35,000 4,900 41 630 42,000 NS 700 NS 490 370 NS 2,800 4,900 4,200 21,000 21 NS 280 14,000 35,000 14 NS 420 1,400 56 700
2,700,000 1,600 440,000 61,000 530 7,900 530,000 NS 8,800 NS 6,100 4,900 NS 35,000 61,000 53,000 260,000 260 NS 3,500 180,000 44,000 180 NS 5,300 18,000 2,800 8,800
Notes:
All concentrations in micrograms per cubic meter (µg/m3)
VOCs: Volatile Organic Compounds
Only constituents detected are shown
SGSLs: Exterior Soil Gas Screening Levels (NCDEQ Vapor Intrusion Screening Levels dated February 2018)
NS: No current North Carolina standards
NA: Not Analyzed
Non-Residential SGSLs Total XyleneAnalytical Method →
Contaminant of Concern →AcetoneEPA Method TO-15
BenzeneResidential SGSLs

Attachment III – Site Conceptual Plans
401 S. GRAHAM STREET MIXED-USECHARLOTTE, NORTH CAROLINAC 2016 THIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC. ARCHITECTURE + INTERIOR DESIGN AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT L:\15-085 401 SOUTH GRAHAM - CHARLOTTE\PRESENTATION\2018-03-29COMMISSION NO. 15-085.00 MARCH 29, 2018
401 S. GRAHAM STREET MIXED-USECHARLOTTE, NORTH CAROLINAC 2016 THIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC. ARCHITECTURE + INTERIOR DESIGN AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT L:\15-085 401 SOUTH GRAHAM - CHARLOTTE\PRESENTATION\2018-03-29COMMISSION NO. 15-085.00 MARCH 29, 2018
C 2016 THIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC. ARCHITECTURE + INTERIOR DESIGN AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT \\rjtrdata02\projects\15-085 401 South Graham - Charlotte\PRESENTATION\2018-04-02 Color Floor PlanCOMMISSION NO. 15-085.00 APRIL 03, 2018401 S. GRAHAM STREET MIXED-USECHARLOTTE, NORTH CAROLINA
C 2016 THIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC. ARCHITECTURE + INTERIOR DESIGN AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT \\rjtrdata02\projects\15-085 401 South Graham - Charlotte\PRESENTATION\2018-04-02 Color Floor PlanCOMMISSION NO. 15-085.00 APRIL 03, 2018401 S. GRAHAM STREET MIXED-USECHARLOTTE, NORTH CAROLINA
C 2016 THIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC.
ARCHITECTURE + INTERIOR DESIGN AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT
L:\15-085 401 SOUTH GRAHAM - CHARLOTTE\PRESENTATION\2018-03-29
COMMISSION NO. 15-085.00 MARCH 29, 2018
401 S. GRAHAM STREET MIXED-USE
CHARLOTTE, NORTH CAROLINA
RJTR COMMISSION NO.: 15-085.00
3/30/2018
S-A S-B S-C S-D 1-A 1-B.1 1-B.2 1-C 1-D 1-E 1-F 1-G 1-H 1-J 1-K 2-A 2-B 2-C
GMA RSF USF USF
GSF
(OUTSIDE
F/O/GLASS)
RESIDENTIAL
COMMON
RSF (UNITS
ONLY)
NUMBER
OF UNITS TERRACE GSF 709 674 567 516 771 824 836 776 799 860 831 786 864 847 701 1,178 1,075 1,051
LEVEL 1 22,116 4,972 2,153 3126 2855 2,020
LEVEL 2 21,593 437 167 21,593 48 450
LEVEL 3 22,443 437 167 22,443 55 408
LEVEL 4 22,443 437 167 22,443 56 401
LEVEL 5 22,443 796 481 22,443 56 401
LEVEL 6 22,443 437 167 22,443 56 401
LEVEL 7 22,443 437 167 22,443 56 401
LEVEL 8 24,381 437 167 24,381 64 381
LEVEL 9 22,685 22,583 21,474 19,567
LEVEL 10 22,685 22,583 21,474 19,567
LEVEL 11 22,685 22,583 21,474 19,567
LEVEL 12 22,685 22,583 21,474 19,567
LEVEL 13 22,685 22,583 21,474 19,567
LEVEL 14 22,685 22,583 21,474 19,567
LEVEL 15 22,685 22,583 21,474 19,567
INTERSTITIAL 16*22,685 7,216
LEVEL 17 22,737 15,931 8,088 7,114 9 6,806 1 - - -1 1 1 1 - - - 1 1 1 1 - - -
LEVEL 18 16,537 16,489 1,796 13,964 17 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
LEVEL 19 16,537 16,489 1,796 13,964 17 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
LEVEL 20 16,537 16,489 1,796 13,964 17 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
LEVEL 21 16,537 16,489 1,796 13,964 17 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
LEVEL 22 16,537 16,489 1,796 13,964 17 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
LEVEL 23 16,537 16,489 1,796 13,964 17 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
LEVEL 24 16,537 16,489 1,796 13,964 17 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
LEVEL 25 16,537 16,489 1,796 13,964 17 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
LEVEL 26 16,537 16,489 1,796 13,964 17 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
LEVEL 27 16,537 16,489 1,796 13,964 17 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
LEVEL 28 16,537 16,489 1,796 13,964 17 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
LEVEL 29 16,537 16,489 1,796 13,964 17 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
ROOF 767
SUBTOTAL 583,733 163,053 150,318 136,969 2,153 220,343 33,978 174,682 213 6,806 7,216 160,209 391 410 13 12 12 12 13 13 13 13 12 12 12 13 13 13 1 12 12 12
- 6,013 280 Average RSF per Unit
163,053 156,331 2,433
Total RSF Office and Retail 158,764
Single Tenant Floor (13%)22,333 19,567
Multi Tenant Floor (18.2%)21,936 18,558
RSF/Floor USF/Floor
151 SPACES
213 SPACES
9 SPACES
10 SPACES
383 SPACES
391 SPACES
NOTE 1: OFFICE AND RESIDENTIAL GROUND FLOOR CALCULATIONS INCLUDE AREAS DEDICATED FOR EACH USE; SEE SERVICE AREA CALCULATIONS
NOTE 3: ** ROOF AND INTERSTITIAL LEVELS, INCLUDING AVAILABLE RESIDENTIAL STORAGE AREAS, ARE PRELIMINARY, PENDING FURTHER DEVELOPMENT AND COORDINATION
NOTE 4: DOG SPA LOCATED ON PARKING LEVEL 5
NOTE 5: OFFICE AND RESIDENTIAL PARKING LOBBIES ARE LISTED UNDER THEIR RESPECTIVE CATEGORIES AND ALSO INCLUDED UNDER GSF FOR PARKING
NOTE 6: RESIDENTIAL CORE HAS BEEN INCLUDED IN OFFICE BOMA CALCULATIONS ON OFFICE LEVELS AS MAJOR VERTICAL PENETRATIONS AND/OR FLOOR COMMON AREA; ELEVATOR R3 SERVES AS FIREMAN'S ELEVATOR ON ALL FLOORS
NOTE 7: PARKING LEVEL STAIRS AND SERVICE AREAS ARE INCLUDED IN PARKING AND OVERALL FLOOR GSF ONLY
16.90%23.00%60.09%
TOTAL REQUIRED
TOTAL PROVIDED
GUEST
84.69%
1/1,000 RSF
1/UNIT
4/1000
OFFICE
RESIDENTIAL
BRANCH BANK (INCL. IN OFFICE SF ABOVE)
401 SOUTH GRAHAM: AREA CALCULATIONS
49 36
PARKING
(INCLUDES LOBBIES***) RESIDENTIAL UNITS
ground level & parkingoffice levelsGSF SPACES
128
RATIO
TOTAL STRUCTURED
AREA (INCLUDING
EXTERIOR SPACE)
RESID.
STORAGE**
PARKING PROGRAM
TOTAL
RESIDENTIAL SF OFFICE/
RETAIL
820 residential levelsBUILDING LEVEL
OFFICE SF
Building Common Factor at 4%
TYPICAL FLOOR RESIDENTIAL EFFICIENCY
AREA SUMMARY
C 2016 THIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC. ARCHITECTURE + INTERIOR DESIGN AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT\\rjtrdata02\projects\15-085 401 South Graham - Charlotte\PRESENTATION\2018-04-02 Color Floor PlanCOMMISSION NO. 15-085.00 APRIL 03, 2018401 S. GRAHAM STREET MIXED-USECHARLOTTE, NORTH CAROLINAGROUND LEVELSOUTH GRAHAM STREETW. MLK JR. BLVD.
C 2016 THIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC. ARCHITECTURE + INTERIOR DESIGN AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT\\rjtrdata02\projects\15-085 401 South Graham - Charlotte\PRESENTATION\2018-04-02 Color Floor PlanCOMMISSION NO. 15-085.00 APRIL 03, 2018401 S. GRAHAM STREET MIXED-USECHARLOTTE, NORTH CAROLINATYPICAL PARKING LEVEL
C 2016 THIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC. ARCHITECTURE + INTERIOR DESIGN AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT\\rjtrdata02\projects\15-085 401 South Graham - Charlotte\PRESENTATION\2018-04-02 Color Floor PlanCOMMISSION NO. 15-085.00 APRIL 03, 2018401 S. GRAHAM STREET MIXED-USECHARLOTTE, NORTH CAROLINATYPICAL OFFICE LEVEL
C 2016 THIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC. ARCHITECTURE + INTERIOR DESIGN AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT\\rjtrdata02\projects\15-085 401 South Graham - Charlotte\PRESENTATION\2018-04-02 Color Floor PlanCOMMISSION NO. 15-085.00 APRIL 03, 2018401 S. GRAHAM STREET MIXED-USECHARLOTTE, NORTH CAROLINARESIDENTIAL/AMENITY LEVEL
C 2016 THIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC. ARCHITECTURE + INTERIOR DESIGN AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT\\rjtrdata02\projects\15-085 401 South Graham - Charlotte\PRESENTATION\2018-04-02 Color Floor PlanCOMMISSION NO. 15-085.00 APRIL 03, 2018401 S. GRAHAM STREET MIXED-USECHARLOTTE, NORTH CAROLINATYPICAL RESIDENTIAL LEVEL
401 S. GRAHAM STREET MIXED-USECHARLOTTE, NORTH CAROLINAC 2016 THIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC. ARCHITECTURE + INTERIOR DESIGN AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT\\rjtrdata02\projects\15-085 401 South Graham - Charlotte\PRESENTATION\2018-04-02 Color Floor PlanCOMMISSION NO. 15-085.00 APRIL 04, 2018BUILDING SECTION DIAGRAM

Attachment IV – Site Construction Drawings

LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUED FOR CONSTRUCTION
AT−00B
08.14.18COVER SHEET − VOLUME 2401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
401 SOUTH GRAHAM STREET, CHARLOTTE, NC
MIXED USE TOWER
PROJECT DIRECTORY
ARCHITECT/INTERIOR DESIGNER:
RULE JOY TRAMMELL + RUBIO, LLC.
300 GALLERIA PARKWAY
SUITE 740
ATLANTA, GA 30339
770.661.1492
CONTACT: CHRISTY EMANSKI
GENERAL CONTRACTOR:
OWNER/DEVELOPER:401 SOUTH GRAHAM
MEP/FP ENGINEER:
STRUCTURAL ENGINEER:
CIVIL ENGINEER & LANDSCAPE DESIGN:
GEOTECHNICAL CONSULTANTS:
SUSTAINABILITY CONSULTANT:
DOMINION REALTY PARTNERS, LLC.
1600 CAMDEN ROAD
SUITE 200
CHARLOTTE, NC 28203
704.877.5681
CONTACT: BEAU McINTOSH
DOMINION REALTY PARTNERS, LLC.
2626 GLENWOOD AVENUE
SUITE 195
RALEIGH, NC 27608
919.582.2044
CONTACT: CHRIS CARLINO
MIKE REARDON
DOMINION REALTY PARTNERS, LLC.
101 NORTH 5TH STREET
SUITE B
RICHMOND, VA 23219
804.780.3030
CONTACT: MICHAEL CAMPBELL
LANDDESIGN
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
CONTACT: NATHAN DOOLITTLE
MATT GRIGSBY
STANLEY D. LINDSEY AND ASSOCIATES, LTD
2300 WINDY RIDGE PARKWAY SE
SUITE 675 SOUTH
ATLANTA, GA 30339
770.850.1347
CONTACT: STEVE HAMVAS
CATHERINE REICHARD
IES
834 INMAN VILLAGE PARKWAY NE SUITE 240
ATLANTA, GA 30307
404.806.2018
CONTACT: MARK KNIPFER
ECS SOUTHEAST, LLP
1812 CENTER PARK DRIVE
SUITE D
CHARLOTTE, NC 28217
704.525.5152
CONTACT: MARC F. PLOTKIN
LEPPARD JOHNSON & ASSOCIATES, PC
100 CRESCENT CENTER PARKWAY
SUITE 750
TUCKER, GA 30084
770.270.1588
CONTACT: TERRI JOHNSON
BEN LEPPARD
ENVIRONMENTAL CONSULTANT:
S&ME
3201 SPRING FOREST ROAD
RALEIGH, NC 27616
919.872.2660
CONTACT: ROGER SMITH
BATSON COOK CONSTRUCTION
1900 SOUTH BLVD.
SUITE 300
CHARLOTTE, NC 28203
704−790−4040
CONTACT: DAVID HAMILTON
CURT RIGNEY
CODES & ORDINANCES
−2012 N.C. STATE BUILDING CODE
−2012 N.C. STATE PLUMBING CODE
−2012 N.C. STATE MECHANICAL CODE
−2012 N.C. STATE FUEL GAS CODE
−2017 N.C. STATE ELECTRICAL CODE
(NEC w/ NC AMENDMENTS)
−2012 N.C. STATE FIRE CODE
−2012 N.C. STATE ENERGY CODE
−2012 N.C. ADMINISTRATIVE CODE AND POLICIES
−2012 N.C. ACCESSIBILITY CODE(ANSI A117.2009)
FAIR HOUSING ACT
2010 ADA STANDARDS FOR ACCESSIBLE DESIGN
PROJECT INFO
PROJECT NAME: 401 SOUTH GRAHAM
LOCATION: CHARLOTTE, NC; MECKLENBURG COUNTY
PROJECT DESCRIPTION
LOCATED AT THE INTERSECTION OF SOUTH GRAHAM
STREET AND WEST MLK JR BLVD, 401 SOUTH
GRAHAM IS A VERTICAL MIXED USE PROJECT
INCORPORATING APARTMENTS, OFFICE SPACE AND
A PARKING GARAGE. THE NET AREA OF THE
PROPERTY, WHICH IS LISTED AS TAX PARCEL I.D.
NUMBER 07312404 IS APPROXIMATELY 0.6462 ACRES.
IT WILL BE LOCATED AT AN EXISTING GRAVEL
PARKING LOT DIRECTLY ADJACENT TO AN EXISTING
PARKING DECK (ON A DIFFERENT LOT), ACROSS THE
STREET FROM THE BB&T BALLPARK/CHARLOTTE
KNIGHTS BASEBALL CLUB.
THE PROPOSED NEW 29−STORY (INCLUDING ROOF
LEVEL) TOWER INCLUDES (FROM TOP TO BOTTOM):
12 LEVELS OF APARTMENTS, 1
TRANSFER/INTERSTITIAL LEVEL, 7 LEVELS OF
OFFICE SPACE, AND 8 LEVELS OF PARKING/GROUND
FLOOR.
PRIMARY USE CLASS
OFFICE/RESIDENTIAL/PARKING/MIXED−USE; B/R−2/S−2
OPEN AIR PARKING
CONSTRUCTION TYPE: IA − SPRINKLERED
LOCATION MAP:
North
FIRE RESISTANCE RATING REQUIREMENTS
PRIMARY STRUCTURAL FRAME: 3 HOUR
BEARING WALLS
EXTERIOR: 3 HOUR
INTERIOR: 3 HOUR
NON BEARING WALLS AND PARTITIONS (EXTERIOR): 1 HOUR SEE NOTES ON DRAWINGS
NON BEARING WALLS AND PARTITIONS (INTERIOR): N/A
FLOOR CONSTRUCTION & SECONDARY MEMBERS: 2 HOUR
ROOF CONSTRUCTION AND SECONDARY MEMBERS: 1 1/2 HOUR
ALLOWABLE % OPENINGS IN EXTERIOR NONBEARING WALLS AT ADJACENT PROPERTY 45%
(SECTION 705.8.2 EXCEPTION : EXTERIOR OPENINGS PROTECTED BY A WATER CURTAIN..)
SHAFTS: 2 HOUR
OPENING PROTECTIVES
2 HOUR WALL: 1 1/2 HOUR DOOR
1 HOUR WALL: 45 MIN DOOR
EXIT ACCESS CORRIDOR: 20 MIN DOOR
EXIT ACCESS TRAVEL DISTANCE: BUSINESS 300’, RESIDENTIAL: 250’, STORAGE 400’
COMMON PATH OF TRAVEL: 100 FT
MINIMUM CORRIDOR WIDTH: 44 IN
MAXIMUM DEAD END CORRIDOR: B& R−2: 50 FT
EXIT WIDTH
STAIRS: 0.2"/OCCUPANT
OTHER EGRESS COMPONENTS: 0.15"/OCCUPANT
*
ARTISTIC INTERPRETATION
ENCLOSURE CONSULTANT:
MOISTURE INTRUSION SOLUTIONS (MIS)
704.247.6054
CONTACT: DAVID NELSON
ISSUED FOR CONSTRUCTION: 8.14.18
VOLUME 2
Date Issue/Revision
LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUED FOR CONSTRUCTION
AT−001
08.14.18ISSUE FOR CONSTRUCTION − PERMIT DRAWING LIST401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
ISSUE FOR CONSTRUCTION − PERMIT DRAWING LIST
SHEET NUMBERSHEET NAMEISSUE FOR CONSTRUCTION: 08.14.18S7−02 P.T. BEAM DETAILS x
S7−03 P.T. BEAM DETAILS x
S7−05 P.T. BEAM SCHEDULE x
S7−06 P.T. BEAM SCHEDULE x
S7−11 P.T. TRANSFER BEAM SECTIONS AND DETAILS x
S7−12 P.T. TRANSFER BEAM SECTIONS AND DETAILS x
S7−13 P.T. TRANSFER BEAM SECTIONS AND DETAILS x
S7−14 P.T. TRANSFER BEAM SECTIONS AND DETAILS x
S7−15 P.T. TRANSFER BEAM SECTIONS AND DETAILS x
S7−16 P.T. TRANSFER BEAM SECTIONS AND DETAILS x
S7−17 P.T. TRANSFER BEAM SECTIONS AND DETAILS x
S7−18 P.T. TRANSFER BEAM SECTIONS AND DETAILS x
S7−19 P.T. TRANSFER BEAM SECTIONS AND DETAILS x
S7−20 P.T. TRANSFER BEAM SECTIONS AND DETAILS x
S7−21 P.T. TRANSFER BEAM SECTIONS AND DETAILS x
S7−22 P.T. POOL BEAM SECTIONS AND DETAILS x
S7−23 P.T. POOL BEAM SECTIONS AND DETAILS x
S7−24 P.T. POOL BEAM SECTIONS AND DETAILS x
05 − MECHANICAL
M0−01 MECHANICAL LEGENDS AND NOTES x
M1−01 MECHANICAL FLOOR PLAN − LEVEL 01 − GROUND LEVEL x
M1−02 MECHANICAL FLOOR PLAN − LEVEL 02 − PARKING LEVEL P2 x
M1−03 MECHANICAL FLOOR PLAN − LEVEL 03−07 − TYPICAL PARKING LEVELS P3−P7 x
M1−08 MECHANICAL FLOOR PLAN − LEVEL 08 − PARKING LEVEL P8 x
M1−09 MECHANICAL FLOOR PLAN − LEVEL 09−14 − TYPICAL OFFICE LEVELS O1−O5 x
M1−15 MECHANICAL FLOOR PLAN − LEVEL 15−16 − TYPICAL OFFICE LEVELS O6−O7 x
M1−17 MECHANICAL FLOOR PLAN − LEVEL 17 − INTERSTITIAL LEVEL x
M1−18 MECHANICAL FLOOR PLAN − LEVEL 18 − AMENITY/RESIDENTIAL LEVEL R1 x
M1−19 MECHANICAL FLOOR PLAN − LEVEL 19−29 − TYPICAL RESIDENTIAL UNIT LEVELS R2−R12 x
M1−30 MECHANICAL FLOOR PLAN − LEVEL 30 − ROOF PLAN x
M1−31 MECHANICAL FLOOR PLAN − LEVEL 31 − PENTHOUSE ROOF x
M3−01 MECHANICAL UNIT PLANS x
M3−02 MECHANICAL UNIT PLANS x
M3−03 MECHANICAL UNIT PLANS x
M3−04 MECHANICAL UNIT PLANS x
M3−05 MECHANICAL UNIT PLANS x
M4−01 MECHANICAL CONDENSER WATER FLOW DIAGRAM x
M4−02 MECHANICAL OUTSIDE AIR RISER DIAGRAM x
M4−03 MECHANICAL STAIR PRESSURIZATION DIAGRAM x
M5−01 MECHANICAL SCHEDULES x
M5−02 MECHANICAL SCHEDULES x
M6−01 MECHANICAL DETAILS x
M6−02 MECHANICAL DETAILS x
M6−03 MECHANICAL DETAILS x
M6−04 MECHANICAL DETAILS x
06 − ELECTRICAL
E0−01 ELECTRICAL LEGENDS AND NOTES x
E0−02 LIGHT FIXTURE SCHEDULES x
E1−01A ELECTRICAL FLOOR PLAN − UNDERGROUND x
E1−01B ELECTRICAL FLOOR PLAN − LEVEL 01 − GROUND LEVEL x
E1−02 ELECTRICAL FLOOR PLAN − LEVEL 02 − PARKING LEVEL P2 x
E1−03 ELECTRICAL FLOOR PLAN − LEVEL 03 − PARKING LEVEL P3 x
E1−04 ELECTRICAL FLOOR PLAN − LEVEL 04 − PARKING LEVEL P4 x
E1−05 ELECTRICAL FLOOR PLAN − LEVEL 05 − PARKING LEVEL P5 x
E1−06 ELECTRICAL FLOOR PLAN − LEVEL 06 − PARKING LEVEL P6 x
E1−07 ELECTRICAL FLOOR PLAN − LEVEL 07 − PARKING LEVEL P7 x
E1−08 ELECTRICAL FLOOR PLAN − LEVEL 08 − PARKING LEVEL P8 x
E1−09 ELECTRICAL FLOOR PLAN − LEVELS 09−14 − TYPICAL OFFICE LEVELS O1−O5 x
E1−15 ELECTRICAL FLOOR PLAN − LEVEL 15−16 − TYPICAL OFFICE LEVELS O6−O7 x
E1−17 ELECTRICAL FLOOR PLAN − LEVEL 17 − INTERSTITIAL LEVEL x
E1−18 ELECTRICAL FLOOR PLAN − LEVEL 18 − AMENITY/RESIDENTIAL LEVEL R1 x
E1−19 ELECTRICAL FLOOR PLAN − LEVEL 19−29 − TYPICAL RESIDENTIAL UNIT LEVEL R2−R12 x
E1−30 ELECTRICAL FLOOR PLAN − LEVEL 30 − ROOF PLAN x
E1−31 ELECTRICAL FLOOR PLAN − LEVEL 31 − PENTHOUSE ROOF PLAN x
E2−01 ELECTRICAL REFLECTED CEILING PLAN − LEVEL 01 − GROUND LEVEL x
E2−02 ELECTRICAL REFLECTED CEILING PLAN − LEVEL 02 − PARKING LEVEL P2 x
E2−03 ELECTRICAL REFLECTED CEILING PLAN − LEVELS 03−05 − TYPICAL PARKING LEVELS P3−P5 x
E2−06 ELECTRICAL REFLECTED CEILING PLAN − LEVEL 06 − PARKING LEVEL P6 x
E2−07 ELECTRICAL REFLECTED CEILING PLAN − LEVEL 07 − PARKING LEVEL P7 x
E2−08 ELECTRICAL REFLECTED CEILING PLAN − LEVEL 08 − PARKING LEVEL P8 x
E2−09 ELECTRICAL REFLECTED CEILING PLAN − LEVELS 09−14 − TYPICAL OFFICE LEVELS O1−O5 x
E2−17 ELECTRICAL REFLECTED CEILING PLAN − LEVEL 17 − INTERSTITIAL LEVEL x
E2−18 ELECTRICAL REFLECTED CEILING PLAN − LEVEL 18 − AMENITY/RESIDENTIAL LEVEL R1 x
E2−19 ELECTRICAL REFLECTED CEILING PLAN − LEVELS 19−29 − TYPICAL RESEDENTIAL LEVEL
R2−R12
x
E3−01 ELECTRICAL UNIT PLANS x
E3−02 ELECTRICAL UNIT PLANS x
E3−03 ELECTRICAL UNIT PLANS x
E3−04 ELECTRICAL UNIT PLANS x
E3−05 ELECTRICAL UNIT PLANS x
E3−10 ELECTRICAL ENLARGED PLANS x
E4−01 ELECTRICAL RISER DIAGRAM x
E4−02 ELECTRICAL RISER DIAGRAM x
E4−03 ELECTRICAL RISER DIAGRAM x
E4−04 TYPICAL FIRE ALARM RISER x
E4−05A LIGHTING STAIRWELL RISER x
E4−05B LIGHTING STAIRWELL RISER x
E5−01A ELECTRICAL SCHEDULES x
E5−01B ELECTRICAL SCHEDULES x
E5−03 ELECTRICAL SCHEDULES x
E5−06 ELECTRICAL SCHEDULES x
E5−08 ELECTRICAL SCHEDULES x
E5−09 ELECTRICAL SCHEDULES x
E5−10 ELECTRICAL SCHEDULES x
E5−11 ELECTRICAL SCHEDULES x
E5−12 ELECTRICAL SCHEDULES x
E5−14 ELECTRICAL SCHEDULES x
E5−15 ELECTRICAL SCHEDULES x
E5−16 ELECTRICAL SCHEDULES x
E5−17 ELECTRICAL SCHEDULES x
E5−18 ELECTRICAL SCHEDULES x
E5−19 ELECTRICAL SCHEDULES x
E5−22 ELECTRICAL SCHEDULES x
E5−25 ELECTRICAL SCHEDULES x
E5−28 ELECTRICAL SCHEDULES x
E5−30 ELECTRICAL SCHEDULES x
E6−01 ELECTRICAL DETAILS x
E6−02 ELECTRICAL DETAILS x
E6−03 ELECTRICAL DETAILS x
07 − PLUMBING
P0−01 PLUMBING LEGENDS AND NOTES x
P1−00 PLUMBING UNDERGROUND FLOOR PLAN x
P1−01 PLUMBING FLOOR PLAN − LEVEL 01 − GROUND FLOOR PLAN x
P1−02 PLUMBING FLOOR PLAN − LEVEL 02 − PARKING LEVEL P2 x
P1−03 PLUMBING FLOOR PLAN − LEVEL 03−07 − PARKING LEVEL P3−P7 x
P1−08 PLUMBING FLOOR PLAN − LEVEL 08 − PARKING LEVEL P8 x
P1−09 PLUMBING FLOOR PLAN − LEVEL 09−16 − TYPICAL OFFICE LEVELS O1−O7 x
P1−17 PLUMBING FLOOR PLAN − LEVEL − 17 INTERSTITIAL LEVEL x
P1−18 PLUMBING FLOOR PLAN − LEVEL 18 AMENITY/RESIDENTIAL UNIT LEVEL R1 x
P1−19 PLUMBING FLOOR PLAN − LEVEL 19−28 − TYPICAL RESIDENTIAL UNIT LEVEL R2−R11 x
P1−29 PLUMBING FLOOR PLAN − LEVEL 29 − RESIDENTIAL UNIT LEVEL R12 x
P1−30 PLUMBING FLOOR PLAN − LEVEL 30 − ROOF PLAN x
P3−01 PLUMBING TYPICAL UNIT PLANS x
P3−02 PLUMBING TYPICAL UNIT PLANS x
P3−03 PLUMBING TYPICAL UNIT PLANS x
P3−04 PLUMBING TYPICAL UNIT PLANS x
P3−05 PLUMBING TYPICAL UNIT PLANS x
P3−10 PLUMBING ENLARGED PLANS x
P4−01 DOMESTIC WATER RISER DIAGRAM − OFFICE x
P4−02 DOMESTIC WATER RISER DIAGRAM − RESIDENTIAL TOWER x
P4−03 FIRE PROTECTION RISER x
P4−04 PLUMBING SANITARY RISERS x
P4−05 PLUMBING GAS RISER x
P4−06 PLUMBING ISOMETRICS x
P5−01 PLUMBING SCHEDULES x
P6−01 PLUMBING DETAILS x
P6−02 PLUMBING DETAILS x
ISSUE FOR CONSTRUCTION − PERMIT DRAWING LIST
SHEET NUMBERSHEET NAMEISSUE FOR CONSTRUCTION: 08.14.18A5−21 ENLARGED ELEVATIONS − PARKING DECK x
A5−61 ENLARGED ELEVATIONS − PENTHOUSE x
A6−01 OVERALL BUILDING SECTIONS − WEST − EAST x
A6−02 OVERALL BUILDING SECTIONS − NORTH − SOUTH x
A6−11 GROUND LEVEL BUILDING SECTIONS − RESIDENTIAL SERVICE CORRIDOR x
A6−12 GROUND LEVEL BUILDING SECTIONS − OFFICE LOBBY x
A6−51 ROOF LEVEL BUILDING SECTIONS − PENTHOUSE x
A7−01 WALL SECTIONS − NORTH x
A7−02 WALL SECTIONS − NORTH x
A7−03 WALL SECTIONS − EAST x
A7−04 WALL SECTIONS − SOUTH x
A7−05 WALL SECTIONS − WEST x
A7−11 ENLARGED TRASH CHUTE PLANS/SECTION x
A7−33 GROUND FLOOR WALL SECTIONS x
A7−34 GROUND FLOOR WALL SECTIONS x
A7−35 GROUND FLOOR WALL SECTIONS x
A7−36 GROUND FLOOR WALL SECTIONS x
A7−41 GROUND FLOOR SECTION DETAILS x
A7−42 GROUND FLOOR SECTION DETAILS x
A7−43 GROUND FLOOR SECTION DETAILS x
A7−44 GROUND FLOOR SECTION DETAILS x
A7−51 GROUND FLOOR PLAN DETAILS x
A7−61 PARKING WALL SECTIONS x
A7−71 PARKING DECK SECTION DETAILS x
A7−82 PARKING DECK − CABLE GUARDRAIL DETAILS x
A7−100 OFFICE AXONOMETRIC DETAILS x
A7−111 OFFICE SECTION DETAILS x
A7−121 OFFICE PLAN DETAILS − CURTAIN WALL x
A7−131 RESIDENTIAL AXONOMETRIC DETAILS x
A7−132 RESIDENTIAL WALL SECTIONS x
A7−133 RESIDENTIAL WALL SECTIONS − AMENITY x
A7−134 INTERSTITIAL LEVEL − BEAM PENETRATIONS x
A7−141 RESIDENTIAL SECTION DETAILS x
A7−142 RESIDENTIAL SECTION DETAILS x
A7−153 RESIDENTIAL PLAN DETAILS x
A7−171 ROOF LEVEL WALL SECTIONS x
A7−181 ROOF LEVEL SECTION DETAILS x
A7−182 ROOF LEVEL SECTION DETAILS x
A7−183 ROOF LEVEL SECTION DETAILS x
A8−SA UNIT TYPE S−A x
A8−SA.A UNIT TYPE S−A TYPE A x
A8−SB UNIT TYPE S−B x
A8−SC UNIT TYPE S−C x
A8−SD UNIT TYPE S−D x
A8−01A UNIT TYPE 1−A x
A8−01B UNIT TYPE 1−B x
A8−01B.A UNIT TYPE 1−B TYPE A x
A8−01C UNIT TYPE 1−C x
A8−01D UNIT TYPE 1−D x
A8−01E UNIT TYPE 1−E x
A8−01F UNIT TYPE 1−F x
A8−01G UNIT TYPE 1−G x
A8−01H UNIT TYPE 1−H x
A8−01H.A UNIT TYPE 1−H TYPE A x
A8−01J UNIT TYPE 1−J x
A8−01K UNIT TYPE 1−K x
A8−02A UNIT TYPE 2−A x
A8−02A.1 UNIT TYPE 2−A x
A8−02A.A UNIT TYPE 2−A TYPE A x
A8−02A.A1 UNIT TYPE 2−A TYPE A x
A8−02B UNIT TYPE 2−B x
A8−02C UNIT TYPE 2−C x
A8−31 KITCHEN & BATH SECTIONS − TYPICAL UNITS x
A8−32 KITCHEN & BATH SECTIONS − ACCESSIBLE UNITS x
A8−33 KITCHEN & DESK SECTIONS x
A8−50 BATH AND SHOWER DETAILS x
A8−56 ELEVATOR ELEVATIONS, SECTIONS & DETAILS x
A8−57 ELEVATOR ELEVATIONS, SECTIONS & DETAILS x
A9−01 DOOR SCHEDULE x
A9−02 DOOR & FRAME TYPES x
A9−03 DOOR DETAILS − HEAD, JAMB, SILL DETAILS x
A9−04 DOOR DETAILS − HOLD OPEN DOOR DETAIL x
04 − ARCHITECTURAL
AT−00B COVER SHEET − VOLUME 2 x
04 − STRUCTURAL
S0−00 COVER x
S0−01 STRUCTURAL NOTES x
S0−02 STRUCTURAL NOTES x
S1−00 DETENTION VAULT FOUNDATION PLAN x
S1−01 LEVEL 1 FOUNDATION PLAN x
S1−02 LEVEL 2 − P2 FRAMING PLAN x
S1−03 LEVEL 3 − P3 FRAMING PLAN x
S1−04 LEVEL 4 − P4 FRAMING PLAN x
S1−05 LEVEL 5 − P5 TO 7 − P7 FRAMING PLAN x
S1−08 LEVEL 8 − P8 FRAMING PLAN x
S1−08.5 LEVEL 8.5 − P8.5 FRAMING PLAN x
S1−09 LEVEL 9 − O1 FRAMING PLAN x
S1−10 LEVEL 10−O2 TO 12−O4, 14−O5 TO 16−O7 FRAMING PLAN x
S1−17 LEVEL 17 INTERSTITIAL FRAMING PLAN x
S1−18 LEVEL 18 AMENITY − R1 FRAMING PLAN x
S1−18P LEVEL 18 AMENITY − R1 P.T. REINFORCEMENT PLAN x
S1−18R LEVEL 18 AMENITY − R1 REINFORCEMENT PLAN x
S1−19 LEVEL 19 − R2 FRAMING PLAN x
S1−19PR LEVEL 19 − R2 PARTIAL REINFORCEMENT PLANS x
S1−20 LEVEL 20 − R3 TO 28 − R11 FRAMING PLAN x
S1−20P LEVEL 20 − R3 TO 28 − R11 P.T. REINFORCEMENT PLAN x
S1−20R LEVEL 20 − R3 TO 28 − R11 REINFORCEMENT PLAN x
S1−29 LEVEL 29 − R12 FRAMING PLAN x
S1−30 ROOF LEVEL FRAMING PLAN x
S1−30P ROOF LEVEL P.T. REINFORCEMENT PLAN x
S1−30R ROOF LEVEL REINFORCEMENT PLAN x
S1−31 LEVEL 31 − PENTHOUSE FRAMING PLAN x
S2−01 TYPICAL FOUNDATION SECTIONS AND DETAILS x
S2−02 TYPICAL FOUNDATION SECTIONS AND DETAILS x
S2−03 TYPICAL FOUNDATION SECTIONS AND DETAILS x
S2−11 TYPICAL FOUNDATION SECTIONS AND DETAILS x
S2−12 FOUNDATION SECTIONS AND DETAILS x
S2−21 FOUNDATION SECTIONS AND DETAILS x
S2−22 FOUNDATION SECTIONS AND DETAILS x
S2−23 FOUNDATION SECTIONS AND DETAILS x
S3−01 TYPICAL FRAMING SECTIONS AND DETAILS x
S3−02 TYPICAL FRAMING SECTIONS AND DETAILS x
S3−11 TYPICAL FRAMING SECTIONS AND DETAILS x
S3−12 TYPICAL FRAMING SECTIONS AND DETAILS x
S3−21 TYPICAL FRAMING SECTIONS AND DETAILS x
S3−22 TYPICAL FRAMING SECTIONS AND DETAILS x
S3−23 TYPICAL FRAMING SECTIONS AND DETAILS x
S3−31 TYPICAL FRAMING SECTIONS AND DETAILS x
S3−41 TYPICAL FRAMING SECTIONS AND DETAILS x
S3−51 FRAMING SECTIONS AND DETAILS x
S3−52 FRAMING SECTIONS AND DETAILS x
S3−53 FRAMING SECTIONS AND DETAILS x
S3−61 FRAMING SECTIONS AND DETAILS x
S4−01 CONCRETE COLUMN DETAILS x
S4−05 COLUMN ELEVATIONS x
S4−06 COLUMN ELEVATIONS x
S4−07 COLUMN ELEVATIONS x
S4−08 COLUMN ELEVATIONS x
S4−09 COLUMN ELEVATIONS x
S4−10 COLUMN ELEVATIONS x
S4−11 COLUMN ELEVATIONS x
S4−12 COLUMN ELEVATIONS x
S5−01 SHEAR WALL DETAILS x
S5−05 SHEAR WALL ELEVATIONS x
S5−06 SHEAR WALL ELEVATIONS x
S5−07 SHEAR WALL ELEVATIONS x
S6−01 CONCRETE BEAM DETAILS x
S6−02 CONCRETE BEAM DETAILS x
S6−05 CONCRETE BEAM SCHEDULE x
S6−11 CONCRETE TRANSFER BEAM SECTIONS AND DETAILS x
S6−12 CONCRETE TRANSFER BEAM SECTIONS AND DETAILS x
S7−01 P.T. BEAM DETAILS x
ISSUE FOR CONSTRUCTION − PERMIT DRAWING LIST
SHEET NUMBERSHEET NAMEISSUE FOR CONSTRUCTION: 08.14.1801 − GENERAL
AT−00A COVER SHEET − VOLUME 1 x
AT−001 ISSUE FOR CONSTRUCTION − PERMIT DRAWING LIST x
AT−02 GENERAL INFORMATION x
AT−03A APPENDIX B x
AT−03B APPENDIX B AND ENERGY MODEL REPORT x
AT−04 SPECIAL INSPECTIONS x
AT−05 AREA CALCULATIONS x
AT−06A PARTITION TYPES x
AT−06B PARTITION TYPES x
AT−07 TYPICAL MOUNTING HEIGHTS x
AT−08A UL DETAILS x
AT−08B UL DETAILS x
AT−08C UL DETAILS x
AT−08D UL DETAILS x
AT−08E UL DETAILS x
AT−08F UL DETAILS x
LS1−01 LIFE SAFETY PLAN − LEVEL 01 − GROUND FLOOR x
LS1−02 LIFE SAFETY PLAN − LEVEL 02 − PARKING LEVEL 2 x
LS1−03 LIFE SAFETY PLAN − LEVEL 3−6 − TYPICAL PARKING LEVELS P3−P6 x
LS1−07 LIFE SAFETY PLAN − LEVEL 07 − PARKING LEVEL P7 x
LS1−08 LIFE SAFETY PLAN − LEVEL 08 − PARKING LEVEL 8 x
LS1−09 LIFE SAFETY PLAN − LEVEL 09 − OFFICE LEVEL O1 x
LS1−10 LIFE SAFETY PLAN − LEVEL 10−12, 14−16 − TYPICAL OFFICE LEVELS O2−O7 x
LS1−17 LIFE SAFETY PLAN − LEVEL 17 − INTERSTITIAL LEVEL x
LS1−18 LIFE SAFETY PLAN − LEVEL 18 − AMENITY/RESIDENTIAL LEVEL R1 x
LS1−19 LIFE SAFETY PLAN − LEVEL 19−29 − TYPICAL RESIDENTIAL LEVEL R2−R12
LS1−30 LIFE SAFETY PLAN − LEVEL 30 − ROOF PLAN
02 − CIVIL
C−1.0 COVER SHEET x
C−1.1 EXISTING CONDITIONS x
C−2.0 DEMOLITION PLAN x
L−3.0 OVERALL LAYOUT PLAN x
L−3.1 DETAILED LAYOUT PLAN x
L−3.2 MATERIALS PLAN x
L−3.3 DETAILED AMENITY PLAN x
L−3.4 SITE DETAILS x
L−3.5 SITE DETAILS x
L−3.6 SITE DETAILS x
L−4.0 DETAILED GRADING PLAN x
L−4.1 DETAILED GRADING PLAN x
L−4.2 AMENITY DETAILED GRADING PLAN x
C−5.0 STORMWATER PLAN x
C−5.1 STORMWATER VAULT PLAN x
C−5.2 STORMWATER PROFILE AND DETAILS x
C−6.0 UTILITY PLAN x
C−6.1 UTILITY PROFILE x
C−6.2 UTILITY DETAILS x
L−7.00 OVERALL PLANTING PLAN x
C−8.00 OVERALL ROADWAY PLAN x
C−8.01 ROADWAY PLAN x
C−8.02 OVERALL CROSS SECTION PLAN x
C−8.03 S. GRAHAM ST. CROSS SECTIONS x
C−8.04A S. GRAHAM ST. CROSS SECTIONS x
C−8.04B S. GRAHAM ST. CROSS SECTIONS x
C−8.05 MLK JR. BLVD. CROSS SECTIONS x
C−8.06 MLK JR. BLVD. CROSS SECTIONS x
C−8.07A MLK JR. BLVD. CROSS SECTIONS x
C−8.07B MLK JR. BLVD. CROSS SECTIONS x
C−8.08 S. GRAHAM TRAFFIC CONTROL PH I x
C−8.08A S. GRAHAM TRAFFIC CONTROL PH II x
C−8.09 MLK JR. BLVD. TRAFFIC CONTROL PH I x
C−8.09A MLK JR. BLVD. TRAFFIC CONTROL PH II x
C−8.09B MLK JR. BLVD. TRAFFIC CONTROL PH III x
C−8.10 TRAFFIC CONTROL NOTES x
C−8.11 INTERSECTION SIGHT DISTANCE PLAN x
03 − ARCHITECTURAL
A1−01 FLOOR PLAN − LEVEL 01 − GROUND LEVEL x
A1−02 FLOOR PLAN − LEVEL 02 − PARKING LEVEL − P2 x
A1−03 FLOOR PLAN − LEVEL 03 − PARKING LEVEL − P3 x
A1−04 FLOOR PLAN − LEVEL 04 − PARKING LEVEL − P4 x
A1−05 FLOOR PLAN − LEVELS 05−06 − PARKING LEVELS − P5−P6 x
A1−07 FLOOR PLAN − LEVEL 07 − PARKING LEVEL − P7 x
A1−08 FLOOR PLAN − LEVEL 08 − PARKING LEVEL − P8 x
A1−09 FLOOR PLAN − LEVEL 09 − OFFICE LEVEL − O1 x
A1−10 FLOOR PLAN − LEVEL 10−12, 14−16 − OFFICE LEVELS − O2−O7 x
A1−17 FLOOR PLAN − LEVEL 17 − INTERSTITIAL LEVEL x
A1−18 FLOOR PLAN − LEVEL 18 − AMENITY/RESIDENTIAL LEVEL − R1 x
A1−19 FLOOR PLAN − LEVELS 19−28 − RESIDENTIAL UNIT LEVELS − R2−R12 x
A1−29 FLOOR PLAN − LEVEL 29 − RESIDENTIAL UNIT LEVEL − R12 x
A1−30 FLOOR PLAN − LEVEL 30 − ROOF PLAN x
A1−31 FLOOR PLAN − LEVEL 31 − PENTHOUSE ROOF PLAN x
A2−01 REFLECTED CEILING PLAN − LEVEL 1 − GROUND LEVEL x
A2−05 REFLECTED CEILING PLAN − LEVELS 5−6 − PARKING LEVELS P5−P6 x
A2−07 REFLECTED CEILING PLAN − LEVEL 7 − PARKING LEVEL − P7 x
A2−08 REFLECTED CEILING PLAN − LEVEL 8 − PARKING LEVEL − P8 x
A2−09 REFLECTED CEILING PLAN − LEVEL 9 − OFFICE LEVEL − O1 x
A2−10 REFLECTED CEILING PLAN −LEVELS 10−12, 14−16 − OFFICE LEVELS − O2−O7 x
A2−17 REFLECTED CEILING PLAN − LEVEL 17 − INTERSTITIAL LEVEL x
A2−18 REFLECTED CEILING PLAN − LEVEL 18 − RESIDENTIAL AMENITY LEVEL R1 x
A2−19 REFLECTED CEILING PLAN − LEVELS 19−29 − RESIDENTIAL LEVELS R2−R12 x
A2−30 REFLECTED CEILING PLAN − LEVEL 30 − RESIDENTIAL UNIT LEVEL R12 x
A2−40 ENLARGED RCP − LEVEL 1 − OFFICE LOBBY x
A2−41 ENLARGED RCP − LEVEL 9 − TENANT OFFICE LEVEL O1 x
A2−42 ENLARGED RCP − LEVELS 10−12, 14−16 − OFFICE TENANT LEVEL O2−O7 x
A3−01 ENLARGED PLAN − LEVEL 1 − GROUND LEVEL − OFFICE LOBBY x
A3−02 ENLARGED PLAN − LEVEL 1 − GROUND LEVEL − OFFICE CORE x
A3−03 ENLARGED PLAN − LEVEL 1.5 − GROUND LEVEL − RESIDENTIAL LOBBY x
A3−04 ENLARGED PLANS − LEVEL 2 − PARKING DECK − P2 − MECHANICAL TRANSFER AREA x
A3−09 ENLARGED PLAN − LEVEL 9 − OFFICE O1 − LEVEL 9 CORE PLAN x
A3−10 ENLARGED PLAN − LEVEL 10−12, 14−16 − OFFICE LEVELS − O2−O7 − CORE PLAN x
A3−11 ENLARGED PLANS − OFFICE x
A3−12 ENLARGED PLANS/ELEVATIONS − OFFICE RESTROOMS x
A3−18 ENLARGED PLANS/ELEVATIONS − LEVEL 18 − RESIDENTIAL − R1 − TERRACES x
A3−19 ENLARGED PLANS/ELEVATIONS − LEVEL 18 − RESIDENTIAL − R1 − POOL DECK x
A3−20 ENLARGED PLANS/ELEVATIONS − LEVEL 18 − RESIDENTIAL − R1 − AMENITY RESTROOMS x
A3−21 ENLARGED PLANS − LEVEL 18 − RESIDENTIAL − R1 x
A3−41 STAIR 1 − STAIR PLANS x
A3−42 STAIR 1 − STAIR SECTIONS x
A3−43 STAIR 2 − STAIR PLANS, SECTIONS + ELEVATIONS x
A3−44 STAIR 2 − STAIR PLANS, SECTIONS + ELEVATIONS x
A3−45 STAIR 2 − STAIR PLANS, SECTIONS + ELEVATIONS x
A3−46 STAIR & RAMP DETAILS x
A3−51 ELEVATOR PLANS − OFFICE x
A3−52 ELEVATOR PLANS − RESIDENTIAL x
A3−53 ELEVATOR PLANS − PARKING DECK x
A3−54 ELEVATOR SECTIONS − OFFICE x
A3−55 ELEVATOR SECTIONS − RESIDENTIAL x
A4−00A OFFICE FINISH SCHEDULE x
A4−00B RESIDENTIAL FINISH SCHEDULE x
A4−00C UNIT FINISH SCHEDULE x
A4−01 FINISH PLAN − GROUND LEVEL x
A4−02 FINISH PLAN − ENLARGED OFFICE LOBBY x
A4−03 FINISH PLAN − OFFICE CORE x
A4−04 FINISH PLAN − TYPICAL RESIDENTIAL CORE x
A4−05 FINISH PLAN − DOG WASH AND PARKING ELEVATOR LOBBY x
A4−06 FINISH PLAN − AMENITY LEVEL x
A4−22 ELEVATIONS − OFFICE LOBBY x
A4−23 ELEVATIONS − MAIL ROOMS x
A4−25 ELEVATIONS − AMENITY AND RESIDENTIAL x
A4−41 OFFICE RECEPTION DESK x
A4−42 DETAILS − OFFICE LOBBY x
A4−43 DETAILS − LOBBY SECURITY DOOR x
A4−44 DETAILS − LOBBY BLIND DOOR x
A4−45 DETAILS − FLOOR TRANSITIONS AND MILLWORK x
A5−01 BUILDING ELEVATIONS − NORTH AND EAST x
A5−02 BUILDING ELEVATIONS − SOUTH AND WEST x
A5−11 ENLARGED ELEVATIONS − GROUND LEVEL − NORTH x
A5−12 ENLARGED ELEVATIONS − GROUND LEVEL − EAST x
A5−13 ENLARGED ELEVATIONS − GROUND LEVEL − SOUTH x
A5−14 ENLARGED ELEVATIONS − GROUND FLOOR − WEST x
A5−15 ENLARGED ELEVATIONS − GROUND FLOOR − SERVICE x
Date Issue/Revision
LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:11:23 PMS0−00
08.14.18COVER401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
401 SOUTH GRAHAM
ISSUE FOR CONSTRUCTION 08.14.18
Sheet
Number Sheet Name
S0-00 COVER
S0-01 STRUCTURAL NOTES
S0-02 STRUCTURAL NOTES
S1-00 DETENTION VAULT FOUNDATION PLAN
S1-01 LEVEL 1 FOUNDATION PLAN
S1-02 LEVEL 2 - P2 FRAMING PLAN
S1-03 LEVEL 3 - P3 FRAMING PLAN
S1-04 LEVEL 4 - P4 FRAMING PLAN
S1-05 LEVEL 5 - P5 TO 7 - P7 FRAMING PLAN
S1-08 LEVEL 8 - P8 FRAMING PLAN
S1-08.5 LEVEL 8.5 - P8.5 FRAMING PLAN
S1-09 LEVEL 9 - O1 FRAMING PLAN
S1-10 LEVEL 10-O2 TO 12-O4, 14-O5 TO 16-O7 FRAMING PLAN
S1-17 LEVEL 17 INTERSTITIAL FRAMING PLAN
S1-18 LEVEL 18 AMENITY - R1 FRAMING PLAN
S1-18P LEVEL 18 AMENITY - R1 P.T. REINFORCEMENT PLAN
S1-18R LEVEL 18 AMENITY - R1 REINFORCEMENT PLAN
S1-19 LEVEL 19 - R2 FRAMING PLAN
S1-19PR LEVEL 19 - R2 PARTIAL REINFORCEMENT PLANS
S1-20 LEVEL 20 - R3 TO 28 - R11 FRAMING PLAN
S1-20P LEVEL 20 - R3 TO 28 - R11 P.T. REINFORCEMENT PLAN
S1-20R LEVEL 20 - R3 TO 28 - R11 REINFORCEMENT PLAN
S1-29 LEVEL 29 - R12 FRAMING PLAN
S1-30 ROOF LEVEL FRAMING PLAN
S1-30P ROOF LEVEL P.T. REINFORCEMENT PLAN
S1-30R ROOF LEVEL REINFORCEMENT PLAN
S1-31 LEVEL 31 - PENTHOUSE FRAMING PLAN
S2-01 TYPICAL FOUNDATION SECTIONS AND DETAILS
S2-02 TYPICAL FOUNDATION SECTIONS AND DETAILS
S2-03 TYPICAL FOUNDATION SECTIONS AND DETAILS
S2-11 TYPICAL FOUNDATION SECTIONS AND DETAILS
S2-12 FOUNDATION SECTIONS AND DETAILS
S2-21 FOUNDATION SECTIONS AND DETAILS
S2-22 FOUNDATION SECTIONS AND DETAILS
S2-23 FOUNDATION SECTIONS AND DETAILS
S3-01 TYPICAL FRAMING SECTIONS AND DETAILS
S3-02 TYPICAL FRAMING SECTIONS AND DETAILS
S3-11 TYPICAL FRAMING SECTIONS AND DETAILS
S3-12 TYPICAL FRAMING SECTIONS AND DETAILS
S3-21 TYPICAL FRAMING SECTIONS AND DETAILS
S3-22 TYPICAL FRAMING SECTINS AND DETAILS
S3-23 TYPICAL FRAMING SECTIONS AND DETAILS
S3-31 TYPICAL FRAMING SECTIONS AND DETAILS
S3-41 TYPICAL FRAMING SECTIONS AND DETAILS
S3-51 FRAMING SECTIONS AND DETAILS
S3-52 FRAMING SECTIONS AND DETAILS
S3-53 FRAMING SECTIONS AND DETAILS
S3-61 FRAMING SECTIONS AND DETAILS
S4-01 CONCRETE COLUMN DETAILS
S4-05 COLUMN ELEVATIONS
S4-06 COLUMN ELEVATIONS
S4-07 COLUMN ELEVATIONS
S4-08 COLUMN ELEVATIONS
S4-09 COLUMN ELEVATIONS
S4-10 COLUMN ELEVATIONS
S4-11 COLUMN ELEVATIONS
S4-12 COLUMN ELEVATIONS
S5-01 SHEAR WALL DETAILS
S5-05 SHEAR WALL ELEVATIONS
S5-06 SHEAR WALL ELEVATIONS
S5-07 SHEAR WALL ELEVATIONS
S6-01 CONCRETE BEAM DETAILS
S6-02 CONCRETE BEAM DETAILS
S6-05 CONCRETE BEAM SCHEDULE
S7-01 P.T. BEAM DETAILS
S7-02 P.T. BEAM DETAILS
S7-03 P.T. BEAM DETAILS
S7-05 P.T. BEAM SCHEDULE
S7-06 P.T. BEAM SCHEDULE
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
A. GENERAL
-----------
1. NO PROVISION OF ANY REFERENCED STANDARD SPECIFICATION, MANUAL OR CODE
(WHETHER OR NOT SPECIFICALLY INCORPORATED BY REFERENCE IN THE CONTRACT
DOCUMENTS) SHALL BE EFFECTIVE TO CHANGE THE DUTIES AND RESPONSIBILITIES OF
OWNER, CONTRACTOR, ENGINEER, SUPPLIER, OR ANY OF THEIR CONSULTANTS, AGENTS,
OR EMPLOYEES FROM THOSE SET FORTH IN THE CONTRACT DOCUMENTS. NOR SHALL IT
BE EFFECTIVE TO ASSIGN TO THE STRUCTURAL ENGINEER OF RECORD OR ANY OF THE
STRUCTURAL ENGINEER OF RECORD'S CONSULTANTS, AGENTS, OR EMPLOYEES ANY DUTY
OR AUTHORITY TO SUPERVISE OR DIRECT THE FURNISHING OR PERFORMANCE OF THE
WORK OR ANY DUTY OR AUTHORITY TO UNDERTAKE RESPONSIBILITIES CONTRARY TO THE
PROVISIONS OF THE CONTRACT DOCUMENTS.
2. CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS
(DRAWINGS AND SPECIFICATIONS), BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR
DRAWINGS, OR MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR.
3. REFERENCE TO STANDARD SPECIFICATIONS OF ANY TECHNICAL SOCIETY, ORGANIZATION,
OR ASSOCIATION OR TO CODES OF LOCAL OR STATE AUTHORITIES, SHALL MEAN THE
LATEST STANDARD, CODE, SPECIFICATION OR TENTATIVE SPECIFICATION ADOPTED AT
THE DATE OF TAKING BIDS, UNLESS SPECIFICALLY STATED OTHERWISE.
4. CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE
OF PRACTICE OR SPECIFICATIONS OF ACI, PCI, AISC, SJI OR OTHER STANDARDS.
WHERE A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE STRICTEST
REQUIREMENT SHALL GOVERN.
5. MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING
CODE.
6. CONTRACTOR SHALL COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL,
MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DOCUMENTS. ARCHITECT/STRUCTURAL
ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. FOR DIMENSIONS
NOT SHOWN ON THE STRUCTURAL DRAWINGS SEE THE ARCHITECTURAL DRAWINGS.
7. CONTRACTOR SHALL OBTAIN AND COORDINATE EDGE OF SLAB DIMENSIONS, OPENING
LOCATIONS AND DIMENSIONS, DEPRESSED SLAB LOCATIONS AND EXTENTS, SLAB SLOPES,
CURB LOCATIONS, AND CMU WALL LOCATIONS. ARCHITECT/STRUCTURAL ENGINEER SHALL
BE NOTIFIED OF ANY DISCREPANCY OR OMISSION.
8. CONTRACTOR SHALL VERIFY EXISTING DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS
BEFORE STARTING WORK. ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY
DISCREPANCY.
9. CONTRACTOR SHALL VERIFY THAT MISCELLANEOUS FRAMING SHOWN ON THE STRUCTURAL
DRAWINGS FOR MECHANICAL EQUIPMENT, OWNER-FURNISHED ITEMS, PARTITIONS, ETC.
IS CONSISTENT WITH THE REQUIREMENTS OF SUCH ITEMS. CONTRACTOR SHALL VERIFY
EQUIPMENT WEIGHTS, REQUIRED OPENING SIZES AND LOCATIONS IDENTIFIED ON THE
STRUCTURAL DRAWINGS ARE IN AGREEMENT WITH FINAL ARCHITECTURAL AND MECHANICAL
SHOP DRAWINGS AND SUBMITTALS.
10. CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, SAFETY, TECHNIQUES,
SEQUENCES, AND PROCEDURES OF CONSTRUCTION. CONTRACTOR HAS SOLE
RESPONSIBILITY TO COMPLY WITH ALL OSHA REGULATIONS.
11. THE STRUCTURE IS STABLE ONLY IN ITS COMPLETED FORM. TEMPORARY SUPPORTS
REQUIRED FOR STABILITY DURING ALL INTERMEDIATE STAGES OF CONSTRUCTION SHALL
BE DESIGNED, FURNISHED, AND INSTALLED BY THE CONTRACTOR. CONTRACTOR IS
RESPONSIBLE FOR CONSTRUCTABILITY ANALYSIS, AND ERECTION PROCEDURES,
INCLUDING DESIGN AND ERECTION OF FALSEWORK, TEMPORARY BRACING, ETC.
12. REPRODUCTION OF STRUCTURAL DRAWINGS FOR SHOP DRAWINGS IS NOT PERMITTED.
13. SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE STRUCTURAL ELEMENTS AND
CONNECTIONS SHOWN IN THE CONTRACT DOCUMENTS. REVIEW OF SHOP DRAWINGS SHALL
BE FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS REGARDING ARRANGEMENT AND
SIZES OF MEMBERS AND THE CONTRACTOR'S INTERPRETATION OF THE DESIGN LOADS
AND CONTRACT DOCUMENT DETAILS. REVIEW OF SUBMITTALS OR SHOP DRAWINGS BY THE
ARCHITECT/STRUCTURAL ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE
RESPONSIBILITY TO REVIEW AND CHECK ALL SUBMITTALS AND SHOP DRAWINGS BEFORE
SUBMITTING TO THE STRUCTURAL ENGINEER. REVIEW OF SUBMITTALS OR SHOP DRAWINGS
BY THE ARCHITECT/STRUCTURAL ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF FULL
RESPONSIBILITY FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. CONTRACTOR
REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE
PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, AND
DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS.
14. WHERE A SECTION OR DETAIL IS SHOWN OR DETAILED FOR ONE CONDITION, IT SHALL
APPLY TO ALL SIMILAR AND LIKE CONDITIONS. DETAILS LABELED "TYPICAL" OR "TYP."
ON THE STRUCTURAL DRAWINGS APPLY TO ALL SITUATIONS OCCURRING ON THE PROJECT
THAT ARE THE SAME OR SIMILAR. THE CONTRACTOR SHALL CONSIDER ALL OF THE
CONTRACT DOCUMENTS IN DETERMINING SIMILAR AND LIKE CONDITIONS.
15. STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE DESIGN OF STEEL
STAIRS, HANDRAILS, CURTAIN WALL/WINDOW WALL SYSTEMS, COLD-FORMED METAL
FRAMING, OR OTHER SYSTEMS NOT SHOWN IN THE STRUCTURAL DOCUMENTS. STRUCTURAL
ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE CONNECTION OF THESE SYSTEMS TO
THE STRUCTURE. SUCH SYSTEMS SHALL BE DESIGNED BY AN ENGINEER LICENSED IN THE
PROJECT STATE AND SHALL BE FURNISHED AND INSTALLED BY OTHERS AS REQUIRED BY
OTHER PORTIONS OF THE CONTRACT DOCUMENTS.
16. USE ONLY DIMENSIONS INDICATED ON THE CONTRACT DOCUMENTS. DO NOT SCALE
DRAWINGS OR MEASURE OBJECTS IN ELECTRONIC FILES. NOTIFY STRUCTURAL
ENGINEER AND ARCHITECT OF ANY DISCREPANCIES.
17. THE OWNER SHALL ESTABLISH A PERIODIC MAINTENANCE PROGRAM TO PROTECT
THE STRUCTURE FROM DETERIORATION. THE MAINTENANCE PROGRAM IS THE
RESPONSIBILITY OF THE OWNER AND SHOULD INCLUDE, BUT IS NOT LIMITED
TO, THE FOLLOWING:
PAINTING OF EXPOSED STEEL THAT IS NOT GALVANIZED.
INSPECTION AND MAINTENANCE OF PROTECTIVE COATINGS, SEALANTS, CAULKED
JOINTS, AND CONTROL JOINTS.
REPAIR OF SPALLS AND CRACKS IN CONCRETE ELEMENTS.
REPAIR AND RESTORATION OF CORRODED ELEMENTS.
CLEANOUT OF DRAINS INCLUDING ALL ROOF AND TRENCH DRAINS AND SCUPPERS.
CLEANING OF STRUCTURAL ELEMENTS EXPOSED TO HARSH CHEMICALS INCLUDING
DE-ICING CHEMICALS.
18. IN THE EVENT THAT CAD FILES OR BIM FILES ARE PROVIDED TO THE CONTRACTOR, NO
WARRANTIES, EXPRESSED OR IMPLIED, ARE MADE WITH RESPECT TO THIS FORM OF THE
STRUCTURAL DRAWINGS, INCLUDING ANY IMPLIED WARRANTIES OF MERCHANTABILITY OR
FITNESS FOR A PARTICULAR PURPOSE. IT IS UNDERSTOOD THAT THE USER MAKES USE
OF THIS FORM OF THE STRUCTURAL DRAWINGS AT THE USER'S SOLE RISK AND THAT THE
CAD OR BIM FILES ARE PROVIDED "AS IS" WITHOUT WARRANTIES OF ANY KIND. THE
STRUCTURAL ENGINEER HAS NO OBLIGATION TO OR THROUGH THE USER FOR USE OF THIS
FORM OF THE DRAWINGS, INCLUDING ANY OBLIGATION OR LIABILITY FOR THE ACCURACY
OF THE INFORMATION FURNISHED VIA THE ELECTRONIC FORM. IN ADDITION TO AND
NOTWITHSTANDING THE FOREGOING, IN NO EVENT SHALL THE STRUCTURAL ENGINEER BE
LIABLE FOR ANY CONSEQUENTIAL OR SPECIAL DAMAGES OR FOR ANY LOSS OF PROFITS
SUSTAINED BY USER IN CONNECTION WITH OR ARISING OUT OF THE USE OF CAD OR BIM
FORMS OF THE DRAWINGS. IN ALL CASES, THE HARD COPY OF THE STRUCTURAL
DRAWINGS AND SPECIFICATIONS SUPERSEDES ANY CAD OR BIM FILES.
B. CODE/DESIGN CRITERIA
------------------------
1. STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2012 NORTH CAROLINA BUILDING CODE
(BASED ON THE INTERNATIONAL BUILDING CODE, 2009 EDITION).
2. GRAVITY LOADS
2.1 UNIFORM FLOOR LIVE LOADS:
OFFICE:
OFFICE SPACE (INCLUDES PARTITIONS) 81 PSF
CORRIDORS ABOVE FIRST FLOOR 81 PSF
LOBBIES AND FIRST FLOOR CORRIDORS 100 PSF
RESIDENTIAL:
PRIVATE ROOMS AND CORRIDORS SERVING THEM 40 PSF
RESIDENTIAL STORAGE (INSIDE UNIT) 40 PSF
BALCONIES SAME AS OCCUPANCY SERVED
PUBLIC ROOMS AND CORRIDORS SERVING THEM 100 PSF (NON-REDUCIBLE)
RESIDENTIAL AMENITY SPACES 100 PSF (NON-REDUCIBLE)
GROUND FLOOR PUBLIC SPACES 100 PSF (NON-REDUCIBLE)
STAIRS AND EXITS 100 PSF
NON-RESIDENTIAL LIGHT STORAGE 125 PSF
MECHANICAL ROOMS 125 PSF (NON-REDUCIBLE) OR
EQUIPMENT WEIGHT
PARKING 40 PSF NON-REDUCIBLE
UNLESS NOTED OTHERWISE, ALL LIVE LOADS LESS THAN OR EQUAL TO 100 PSF ARE
REDUCIBLE PER THE BUILDING CODE.
2.2 UNIFORM ROOF LIVE LOADS (REDUCED AS ALLOWED BY THE BUILDING CODE):
ROOF 20 PSF
SNOW
GROUND SNOW LOAD Pg = 10 PSF
SNOW EXPOSURE FACTOR Ce = 1.0
SNOW THERMAL FACTOR Ct = 1.0
SNOW IMPORTANCE FACTOR I = 1.0
FLAT ROOF SNOW LOAD Pf = 10 PSF
2.3 CONCENTRATED FLOOR LOADS - DISTRIBUTED OVER AN AREA OF 2.5 FEET
SQUARE, UNLESS NOTED OTHERWISE:
OFFICE 2000 LB
STORE 2000 LB
PARKING: FLOOR 3000 LB (ON AREA OF 4.5" X 4.5")
GUARD RAIL 6000 LB (BETWEEN 18 AND 27 INCHES ABOVE
FLOOR OVER 1 SQUARE FOOT)
2.4 DEAD LOADS (IN ADDITION TO STRUCTURE SELF-WEIGHT):
TYPICAL OFFICE LEVEL:
FLOORING, SUSPENDED M.E.P. AND CEILING 10 PSF
TYPICAL RESIDENTIAL LEVEL:
PARTITIONS, FLOORING, SUSPENDED M.E.P.
AND CEILING 20 PSF
TYPICAL PARKING LEVEL:
SUSPENDED M.E.P. 5 PSF
LEVEL 18 POOL DECK:
FINISH MATERIAL ALLOWANCE INCLUDING
TOPPING SLABS, LANDSCAPING AND
SUSPENDED M.E.P. AND CEILING 200 PSF
OVER RETAIL SPACES:
FLOORING, SUSPENDED M.E.P. AND CEILING 20 PSF
OVER MECHANICAL ROOMS:
FLOORING, SUSPENDED M.E.P. AND CEILING 20 PSF
3. WIND LOADS:
IN ACCORDANCE WITH ASCE 7-05
BASIC WIND SPEED (3-SECOND GUST) = 90 MPH
OCCUPANCY CATEGORY = II
WIND IMPORTANCE FACTOR = 1.00
WIND EXPOSURE = B
INTERNAL PRESSURE COEFFICIENT, GCpi = +/- 0.18
SEE SHEET S0-02 FOR DESIGN WIND PRESSURES TO BE USED
FOR SELECTION OF EXTERIOR COMPONENTS AND CLADDING
MATERIAL NOT SPECIFICALLY DESIGNED BY A REGISTERED
DESIGN PROFESSIONAL.
4. EARTHQUAKE LOADS:
IN ACCORDANCE WITH ASCE 7-05
OCCUPANCY CATEGORY = II
SEISMIC IMPORTANCE FACTOR, I = 1.00
MAPPED SPECTRAL RESPONSE ACCELERATIONS:
Ss = 0.317g
S1 = 0.106g
SITE CLASS = C
BASED ON A SITE-SPECIFIC PROBABILISTIC SEISMIC HAZARD
ANALYSIS PERFORMED BY ESC SOUTHEAST, LLP ("REPORT
OF SEISMIC STUDY - 401 S. GRAHAM TOWER, ECS PROJECT
NO. 08-12391-A, DATED DECEMBER 21, 2017), THE
FOLLOWING SPECTRAL DESIGN VALUES ARE RECOMMENDED:
Sds = 0.202g
SD1 = 0.103g
SEISMIC DESIGN CATEGORY = B
BASIC SEISMIC-FORCE-RESISTING SYSTEM:
SHEAR WALL-FRAME INTERACTIVE SYSTEM WITH ORDINARY
REINFORCED CONCRETE MOMENT FRAMES AND ORDINARY
REINFORCED CONCRETE SHEAR WALLS
RESPONSE MODIFICATION COEFFICIENT, R = 4.5
RESPONSE AMPLIFICATION FACTOR, Cd = 4.0
DESIGN BASE SHEAR = 960 KIPS
SEISMIC RESPONSE COEFFICIENT, Cs = 0.010
ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE
5. MAXIMUM ESTIMATED DEFLECTIONS (IN INCHES) ARE AS FOLLOWS:
LIVE LOAD DEAD + LIVE LOAD
------------- -------------------
ROOF MEMBERS: L/360 L/240
FLOOR MEMBERS: L/360 L/240
WHERE, L = SPAN LENGTH (IN INCHES) BETWEEN CENTERLINES OF SUPPORTS.
(FOR CANTILEVERS, L IS TWICE THE LENGTH OF THE CANTILEVER.)
6. SPECIAL INSPECTIONS:
SPECIAL INSPECTIONS ARE REQUIRED PER IBC CHAPTER 17 AND AS SPECIFIED
IN THE SPECIAL INSPECTION STATEMENT PROVIDED BY THE ARCHITECT.
7. NO PROVISIONS HAVE BEEN MADE FOR FUTURE HORIZONTAL OR VERTICAL EXPANSION.
C. FOUNDATION
--------------
1. FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT
PREPARED BY ECS SOUTHEAST, LLP (ECS PROJECT NUMBER 08:12391), DATED
SEPTEMBER 19, 2017 (REVISED APRIL 6, 2018). STRUCTURAL ENGINEER IS NOT
RESPONSIBLE FOR SUBSURFACE CONDITIONS ENCOUNTERED IN THE FIELD DIFFERENT
FROM THOSE ASSUMED FOR DESIGN.
2. STRUCTURAL TESTING/INSPECTION AGENCY SHALL CERTIFY THE BEARING MEDIUM.
3. MISCELLANEOUS INDIVIDUAL SPREAD FOOTINGS AND CONTINUOUS FOOTINGS SUPPORTING
LIGHTLY-LOADED STRUCTURES (FOUNDATIONS FOR SITE WALLS, RETAINING WALLS,
LOADING DOCK WALLS, RAMP WALLS, STAIRS ON GRADE, CANOPY COLUMNS, ETC.) SHALL
BEAR ON SOIL CAPABLE OF SUPPORTING 3,000 PSF.
3. FOOTINGS SUPPORTING BUILDING COLUMNS SHALL BEAR ON ROCK CAPABLE OF
SUPPORTING 75 KSF.
3.1 PROVIDE TEST HOLES UNDER FOOTINGS AS NOTED IN THE STRUCTURAL DOCUMENTS.
4. DRIVEN STEEL PILES SHALL BE ONE OF THE FOLLOWING:
HP14X89, ASTM A572, GRADE 60
HP14X102, ASTM A572, GRADE 50
5. DRIVEN STEEL PILES SHALL HAVE THE FOLLOWING CAPACITIES:
ALLOWABLE VERTICAL COMPRESSIVE LOAD CAPACITY = 250 TONS (500 KIPS)
ALLOWABLE VERTICAL TENSION (UPLIFT) LOAD CAPACITY = 50 TONS (100 KIPS)
ALLOWABLE LATERAL LOAD CAPACITY = 21.5 TONS (43 KIPS) FOR LOAD
APPLIED ALONG WEB OF PILE AND 13.9 TONS (27.8 KIPS) FOR LOAD
APPLIED PERPENDICULAR TO WEB OF PILE.
6. THE MINIMUM LENGTH OF A STEEL PILE SHALL BE 10 FEET.
7. FOUNDATION WALLS ARE DESIGNED FOR LATERAL PRESSURES DUE TO THE FOLLOWING
EQUIVALENT FLUID DENSITIES:
WALLS SUPPORTED AT TOP (AT-REST CONDITION): 64 PCF
WALLS FREE TO DISPLACE AT TOP (ACTIVE CONDITION): 44 PCF
8. PROOFROLL BUILDING AREAS WITH TWO COMPLETE COVERAGES OF A LOADED DUMP-TRUCK
OR SCRAPER. REPLACE SOFT AREAS WITH COMPACTED STRUCTURAL FILL AS REQUIRED
BY THE SPECIFICATIONS.
D. REINFORCEMENT
-----------------
1. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED
OTHERWISE.
2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064 AND HAVE MINIMUM SIDE AND END
LAPS OF 8".
3. SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE REINFORCING BAR SIZES AND
PLACEMENT. WRITTEN DESCRIPTION OF REINFORCEMENT WITHOUT ADEQUATE SECTIONS,
ELEVATIONS, AND DETAILS IS NOT ACCEPTABLE.
4. PROVIDE DOWELS FROM FOUNDATIONS THE SAME SIZE AND NUMBER AS THE VERTICAL
WALL OR COLUMN REINFORCING, UNLESS NOTED OTHERWISE.
5. PLACE REINFORCEMENT AS FOLLOWS, UNLESS NOTED OTHERWISE:
5.1 CAST-IN-PLACE (NON POST-TENSIONED) CONCRETE REINFORCEMENT COVER
PERMANENTLY EXPOSED TO EARTH:
CAST AGAINST THE EARTH 3" CLEAR
EXPOSED TO EARTH OR WEATHER:
FOR BARS LARGER THAN A NO. 5 BAR 2" CLEAR
NO. 5 BARS OR SMALLER 1-1/2" CLEAR
NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH:
WALLS 3/4" CLEAR
SLABS 3/4" CLEAR
COLUMN TIES 1-1/2" CLEAR
BEAM/GIRDER STIRRUPS 1-1/2" CLEAR
5.2 CAST-IN-PLACE (POST-TENSIONED) CONCRETE REINFORCEMENT COVER
PERMANENTLY EXPOSED TO EARTH:
CAST AGAINST THE EARTH 3" CLEAR
EXPOSED TO EARTH OR WEATHER:
PT SLABS 1" CLEAR
PT BEAM/GIRDER STIRRUPS 1-1/2" CLEAR
NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH:
PT SLABS 3/4" CLEAR
PT BEAM/GIRDER STIRRUPS 1" CLEAR
PT BEAM/GIRDER PRIMARY REINFORCEMENT 1-1/2" CLEAR
5.3 MASONRY CONCRETE REINFORCEMENT COVER
MASONRY REINFORCING STEEL SHALL BE PLACED IN THE CENTER OF CMU CELLS,
UNLESS NOTED OTHERWISE. IF REINFORCING STEEL IS NOTED TO BE PLACED
OTHER THAN THE CENTER OF THE CELL, PLACE BAR TO ACHIEVE 2" CLEAR
COVER BETWEEN REINFORCING AND OUTSIDE FACE OF CMU BLOCK.
6. REINFORCEMENT SHALL BE SPLICED ONLY AT LOCATIONS SHOWN OR NOTED IN THE
STRUCTURAL DOCUMENTS, EXCEPT REINFORCEMENT MARKED "CONTINUOUS" CAN BE
SPLICED AT LOCATIONS DETERMINED BY CONTRACTOR. SPLICES AT OTHER LOCATIONS
SHALL BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. REINFORCING STEEL
SPLICES SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE:
CONCRETE REINFORCEMENT: CLASS B TENSION LAP - SEE REINFORCING LAP
LENGTH SCHEDULE
MASONRY REINFORCEMENT: SEE REINFORCING LAP LENGTH SCHEDULE
E. POST-TENSIONED UNBONDED TENDONS
-----------------------------------
1. POST-TENSIONING SYSTEM SHALL BE AN UNBONDED, MONO-STRAND TENDON SYSTEM.
POST-TENSIONED TENDONS SHALL BE SEVEN-WIRE STRAND CONFORMING TO ASTM A416
WITH A GUARANTEED MINIMUM ULTIMATE STRENGTH OF 270,000 PSI.
1.1 PROVIDE ENCAPSULATED SYSTEM FOR TENDONS IN AGGRESSIVE ENVIRONMENTS.
2. TENDON PLACEMENT SHALL NOT VARY MORE THAN 1/8" VERTICALLY FROM THE POINTS
DIMENSIONED. SLAB TENDONS MAY BE MOVED LATERALLY TO CLEAR OPENINGS, BUT
TIE-BACK REINFORCEMENT MAY BE REQUIRED (SEE DETAILS).
3. TENDON SUPPORT BARS AND BOLSTERS SHALL BE SECURED TO THE FORMWORK TO PREVENT
DISPLACEMENT OF TENDONS DURING CONCRETE PLACEMENT.
4. STRESSING OF TENDONS MAY COMMENCE AFTER THE CONCRETE HAS OBTAINED A
COMPRESSIVE STRENGTH OF 3,000 PSI. POST-TENSIONING OF THE TENDONS SHALL BE
COMPLETED WITHIN 96 HOURS OF CONCRETE PLACEMENT.
5. STRESSING SEQUENCE UNLESS NOTED OTHERWISE:
5.1 TWO WAY FLAT SLAB
STRESS UNIFORMLY DISTRIBUTED TENDONS FIRST
STRESS BANDED TENDONS SECOND
5.2 BEAM AND SLAB
STRESS SLAB TENDONS FIRST
STRESS BEAM TENDONS SECOND
6. IN THE EVENT OF BROKEN TENDONS OR BLOW-OUTS, SUBMIT FOR APPROVAL TO THE
STRUCTURAL ENGINEER DETAILED CALCULATIONS AND PROCEDURES FOR THE REMEDIAL
WORK REQUIRED.
7. STRESSING RECORDS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AFTER THE
CONTRACTOR HAS VERIFIED THAT THE REQUIRED NUMBER OF TENDONS INDICATED ON
THE SHOP DRAWINGS HAS BEEN STRESSED. IF THERE ARE TENDON ELONGATIONS OUT
OF TOLERANCE, A LETTER SIGNED AND SEALED BY THE POST-TENSIONED SUPPLIER'S
ENGINEER LICENSED IN THE PROJECT STATE SHALL ACCOMPANY THE STRESSING RECORDS
INDICATING THAT LONG-TERM TENDON FORCES REQUIRED BY THE CONTRACT DOCUMENTS
WILL BE SATISFIED. CUT TENDONS ONLY AFTER REVIEW OF THE STRESSING RECORDS
BY THE STRUCTURAL ENGINEER. (USE CUTTING METHOD OUTLINED IN SPECIFICATIONS.)
8. EXPOSED PORTION OF THE TENDON AND THE GRIPPING PART OF THE ANCHORAGE SHALL
BE COATED WITH AN EPOXY-RESIN COMPOUND BEFORE BEING DRY-PACKED WITH A
NON-SHRINK GROUT.
9. CORING OF SLABS IS NOT PERMITTED WITHOUT THE WRITTEN CONSENT OF THE
STRUCTURAL ENGINEER. OPENINGS AND SLEEVES MUST BE SHOWN ON THE SHOP
DRAWINGS. ANY ADDITIONAL OPENINGS NOT SHOWN ON THE APPROVED SHOP DRAWINGS
WILL REQUIRE REVIEW BY THE STRUCTURAL ENGINEER PRIOR TO PLACEMENT.
10. UNLESS OTHERWISE SPECIFIED BY THE STRUCTURAL ENGINEER IN THE CONTRACT
DOCUMENTS, THE DESIGN AND INSTALLATION OF POST-INSTALLED ANCHORS, SUCH AS
MECHANICAL ANCHORS, ADHESIVE ANCHORS, AND POWDER ACTUATED FASTENERS, IN
POST-TENSIONED SLABS AND BEAMS IS THE RESPONSIBILITY OF THE CONTRACTOR.
DO NOT DAMAGE THE POST-TENSIONING OR MILD REINFORCEMENT DURING INSTALLATION.
11. IN ACCORDANCE WITH ASTM E 119, ALL POST-TENSIONED FLOOR CONSTRUCTION IS
CLASSIFIED AS RESTRAINED CONSTRUCTION.
F. CAST-IN-PLACE CONCRETE
--------------------------
1. CONCRETE WORK SHALL CONFORM TO ACI 318 AND CRSI STANDARDS.
2. CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES:
2.1 NORMAL WEIGHT STRUCTURAL CONCRETE:
MIN. MAX. MAX.
EXPOSURE COMPRESSIVE W/C AGGREGATE
CLASS STRENGTH, F'C RATIO SIZE
-------- ------------- ----- ---------
PILE CAPS C1 5,000 PSI 0.40 1"
FOOTINGS BEARING ON ROCK C1 5,000 PSI 0.40 1"
FOOTINGS BEARING ON SOIL C1 4,000 PSI 0.50 1 1/2"
PEDESTALS C1 4,000 PSI 0.50 1"
GRADE BEAMS C1 4,000 PSI 0.50 1"
INTERIOR FOUNDATION WALLS C1 4,500 PSI 0.45 1"
EXTERIOR FOUNDATION WALLS F2,C1 4,500 PSI 0.45 1"
INTERIOR SLABS-ON-GRADE C1 4,000 PSI 0.48 1"
EXTERIOR SLABS-ON-GRADE F2,C1 4,500 PSI 0.45 1"
INTERIOR BEAMS & FRAMED SLABS 5,000 PSI* 0.48 1"
EXTERIOR BEAMS & FRAMED SLABS F1,C1 5,000 PSI* 0.40 1"
EXTERIOR BALCONIES F1,C1 5,000 PSI 0.40 1"
CURBS, PARAPETS, F1,C1 5,000 PSI 0.40 3/4"
IMPACT BARRIERS
INTERIOR SHEAR WALLS SEE ELEVATIONS 0.48 1"
EXTERIOR SHEAR WALLS F1,C1 SEE ELEVATIONS 0.40 1"
INTERIOR COLUMNS SEE SCHEDULE 0.48 1"
EXTERIOR COLUMNS F1,C1 SEE SCHEDULE 0.40 1"
INTERIOR WALLS 5,000 PSI 0.48 1"
EXTERIOR WALLS F1,C1 5,000 PSI 0.40 1"
*UNLESS OTHERWISE NOTED
ALL NORMAL WEIGHT CONCRETE SHALL BE CONSIDERED TO BE IN EXPOSURE CLASS
F0, S0, P0, AND C0 ACCORDING TO ACI 318 UNLESS NOTED OTHERWISE ABOVE OR
ELSEWHERE ON THE STRUCTURAL DRAWINGS
F = FREEZING AND THAWING
S = SULFATE
P = REQUIRING LOW PERMEABILITY
C = CORROSION PROTECTION OF REINFORCEMENT
STRENGTH AGE:
FOR CONCRETE 7,000 PSI AND LESS USE A 28 DAY STRENGTH
FOR CONCRETE GREATER THAN 7,000 PSI EITHER A 28 DAY STRENGTH
OR A 56 DAY STRENGTH SHALL BE USED
2.2 LIGHTWEIGHT STRUCTURAL CONCRETE:
(110-120 PCF FRESH UNIT WEIGHT/107-116 PCF AIR-DRIED UNIT WEIGHT)
MIN. 28-DAY MAX.
EXPOSURE COMPRESSIVE AGGREGATE
CLASS STRENGTH, F'C SIZE
-------- ------------- ---------
INTERIOR TOPPING SLABS 4,000 PSI 3/4"
EXTERIOR TOPPING SLABS F1,C1 4,000 PSI 3/4"
ALL LIGHTWEIGHT CONCRETE SHALL BE CONSIDERED TO BE IN EXPOSURE CLASS
F0, S0, P0, AND C0 ACCORDING TO ACI 318 UNLESS NOTED OTHERWISE ABOVE OR
ELSEWHERE ON THE STRUCTURAL DRAWINGS
3. CONCRETE MIX REQUIREMENTS
3.1 ALL CONCRETE SHALL BE PROPORTIONED TO COMPLY WITH ACI 318 CHAPTER 4
IN ACCORDANCE WITH THE EXPOSURE CLASS INDICATED. WHERE REQUIREMENTS
INDICATED DIFFER FROM REQUIREMENTS OF CHAPTER 4, THE STRICTER REQUIREMENT
SHALL APPLY. REFER TO THE SPECIFICATIONS FOR OTHER REQUIREMENTS FOR
VARIOUS EXPOSURE CLASSES RELATIVE TO THE CEMENT TYPE, AIR ENTRAINMENT
REQUIREMENTS, CHLORIDE ION LIMITS, POZZOLAN LIMITS, AND SHRINKAGE LIMITS.
3.2 CONCRETE SHALL BE CONSIDERED EXTERIOR CONCRETE IF THE CONCRETE IS
PERMANENTLY EXPOSED TO THE WEATHER OR MOISTURE OR IF IT IS IN AN
UNCONDITIONED SPACE IN ITS COMPLETED CONFIGURATION.
3.3 ALL CONCRETE SHALL SATISFY BOTH THE SPECIFIED MAXIMUM WATER TO CEMENT
RATIO AND THE MINIMUM 28 OR 56 DAY COMPRESSIVE STRENGTH, F'C, REQUIREMENTS.
4. PIPES OR DUCTS SHALL NOT EXCEED ONE-QUARTER THE SLAB OR WALL THICKNESS UNLESS
SPECIFICALLY DETAILED. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATION
OF SLEEVES, ACCESSORIES, ETC.
5. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS OR
GROUNDS REQUIRED TO BE ENCASED IN CONCRETE AND FOR LOCATION OF ALL CONCRETE
FINISHES AND SLAB DEPRESSIONS.
6. CONSTRUCTION JOINT LOCATIONS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER.
NO HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED EXCEPT THOSE SHOWN ON THE
STRUCTURAL DRAWINGS.
7. DEFECTIVE AREAS IN CONCRETE INCLUDING, BUT NOT LIMITED TO, HONEY-COMBING,
SPALLS, AND CRACKS WITH WIDTHS EXCEEDING 0.01 INCH SHALL BE REPAIRED.
EXTENT OF DEFECTIVE AREA TO BE DETERMINED BY THE STRUCTURAL ENGINEER.
8. CONSTRUCTION JOINTS IN FLOORS SHALL BE LOCATED WITHIN THE MIDDLE THIRD OF
SPANS OF SLABS, BEAMS, AND GIRDERS. JOINTS IN GIRDERS SHALL BE OFFSET A
MINIMUM DISTANCE OF TWO TIMES THE WIDTH OF INTERSECTING BEAMS.
9. POLYSTYRENE BOARDS SHALL CONFORM TO THE FOLLOWING:
9.1 SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 25 PSI WHEN TESTED
IN VERTICAL DIRECTION IN ACCORDANCE WITH ASTM D1621-00.
9.2 SHALL MEET PHYSICAL PROPERTY REQUIREMENTS PER ASTM C-578-01, TYPE IX.
G. CONCRETE MASONRY
--------------------
1. CONCRETE MASONRY WORK SHALL CONFORM TO ACI 530, BUILDING CODE REQUIREMENTS
FOR MASONRY STRUCTURES AND ACI 530.1, SPECIFICATION FOR MASONRY STRUCTURES.
2. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE MASONRY SHALL BE F'M = 1,500 PSI.
3. MORTAR SHALL BE TYPE S AND SHALL COMPLY WITH THE BUILDING CODE REQUIREMENTS
FOR CONCRETE MASONRY.
4. CONCRETE MASONRY UNITS SHALL BE GROUTED WITH 2,500 PSI COARSE GROUT AS SHOWN
IN THE STRUCTURAL DOCUMENTS. GROUT SHALL CONFORM TO ASTM C476.
5. PROVIDE HORIZONTAL JOINT REINFORCEMENT WITH NO. 9 GAGE LONGITUDINAL WIRES
AT 16" VERTICALLY, UNLESS NOTED OTHERWISE. PROVIDE SPECIAL ACCESSORIES
FOR CORNERS, INTERSECTIONS, ETC.
6. PROVIDE OPEN BOTTOM BEAM BLOCK UNITS WITH 3" DEEP MINIMUM WEB OPENINGS AT
HORIZONTAL REINFORCEMENT LOCATIONS. A MINIMUM CLEAR SPACE OF ONE BAR
DIAMETER SHALL BE PROVIDED BETWEEN THE REINFORCING BARS AND THE FACE OF
MASONRY UNITS.
7. PROVIDE CONTRACTION (CONTROL) JOINTS IN ALL CONCRETE MASONRY WALLS AT
LOCATIONS APPROVED BY THE ARCHITECT AT A MAXIMUM SPACING OF 2.0 TIMES
THE WALL HEIGHT OR 25'-0", WHICHEVER IS LESS.
8. PROVIDE DOVETAIL ANCHORS AT 16" C/C, UNLESS NOTED OTHERWISE, WHERE MASONRY
WALLS ABUT CONCRETE SURFACES.
9. SUBMIT WRITTEN CONSTRUCTION PROCEDURES PRIOR TO THE START OF MASONRY
CONSTRUCTION.
10. MINIMUM VERTICAL WALL REINFORCEMENT SHALL BE #5@32",FOR INTERIOR WALLS
AND #5@16", FOR EXTERIOR WALLS, UNLESS NOTED OTHERWISE.
H. STRUCTURAL STEEL
--------------------
1. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO THE
ANSI/AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AND
THE AISC 303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND
BRIDGES".
2. STRUCTURAL STEEL SHALL BE OF THE FOLLOWING GRADE UNLESS NOTED OTHERWISE ON
DRAWINGS:
2.1 W AND WT-SHAPES SHALL CONFORM TO ASTM A992, GRADE 50.
2.2 SQUARE/RECTANGULAR HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM
TO EITHER ASTM A500, GRADE C OR ASTM A1085.
2.3 ROUND HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO EITHER
ASTM A500, GRADE C OR ASTM A1085.
2.4 ROUND PIPE SECTIONS SHALL CONFORM TO ASTM A53, GRADE B.
2.5 OTHER STEEL SHAPES (CHANNELS, ANGLES, PLATES, AND ROUND ROD) MAY
CONFORM TO ASTM A36.
3. BOLTS, ANCHOR RODS, AND HEADED STUDS:
3.1 ALL BOLTS SHALL BE A325 OR A490 HIGH STRENGTH BOLTS WITH A 3/4"
MINIMUM DIAMETER. THE FOLLOWING CONNECTIONS SHALL BE SLIP CRITICAL:
SHEAR CONNECTIONS IN MOMENT CONNECTIONS WITH WELDED JOINTS
(MOMENT FRAMES, CANTILEVERS, ETC.)
FILED MODIFIED CONNECTIONS
HANGERS
CONNECTIONS IN BRACED FRAMES
OTHER CONNECTIONS AS NOTED IN THE DRAWINGS
ALL OTHER CONNECTIONS MAY BE BEARING TYPE. BOLT SHEAR STRENGTH SHALL
BE DETERMINED IN ACCORDANCE WITH TABLES 7-1 OR 7-3 AS APPLICABLE IN
THE AISC �STEEL CONSTRUCTION MANUAL�, 13TH EDITION.
3.2 ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 36, UNLESS NOTED
OTHERWISE.
3.3 HEADED STUDS SHALL BE 3/4" DIAMETER, UNLESS NOTED OTHERWISE, AND SHALL
CONFORM TO AWS D1.1. LENGTH OF STUD SHALL BE AS SHOWN ON THE DRAWINGS.
4. CONNECTIONS:
4.1 STEEL CONNECTIONS SHALL BE DETAILED BASED ON THE DESIGN INFORMATION
PROVIDED IN THE CONTRACT DOCUMENTS. DEVIATION FROM THE CONNECTION
DETAILS DEPICTED IN THE CONTRACT DOCUMENTS SHALL NOT BE PERMITTED
WITHOUT ADVANCE WRITTEN PERMISSION FROM THE STRUCTURAL ENGINEER OF
RECORD (SEOR).
4.2 THE SERVICES OF A CONNECTION DESIGN SPECIALTY ENGINEER (CDSE) SHALL
BE INCLUDED IN THE CONTRACTOR'S SCOPE OF SERVICES. THE CDSE SHALL
BE LICENSED IN THE PROJECT STATE. THE CDSE IS RESPONSIBLE FOR
REVIEWING THE STEEL SHOP DRAWINGS TO ENSURE THAT ALL CONNECTION DESIGN
DETAILS HAVE BEEN CORRECTLY SHOWN ON THE SHOP DRAWINGS; AND, THE CDSE
SHALL SUBMIT A SIGNED AND SEALED LETTER, WITH EACH SHOP DRAWING
SUBMITTAL, CONFIRMING THE ABOVE REVIEW.
4.3 STANDARD SHEAR CONNECTIONS SHALL BE DETAILED AS DOUBLE-ANGLE, SINGLE-
PLATE, SINGLE-ANGLE, OR TEE CONNECTIONS IN ACCORDANCE WITH CONNECTION
TABLES IN THE "STEEL CONSTRUCTION MANUAL", 13TH EDITION, PART 10. THE
CDSE SHALL SUBMIT SIGNED AND SEALED CALCULATIONS FOR ALL SHEAR
CONNECTIONS THAT CANNOT BE DETAILED COMPLETELY FROM THE ABOVE MANUAL
FOR REVIEW BY THE SEOR.
4.4 FOR WELDED CONNECTIONS, USE PREQUALIFIED WELDED JOINTS IN ACCORDANCE
WITH AISC AND THE STRUCTURAL WELDING CODE OF THE AMERICAN WELDING
SOCIETY. "NON-PREQUALIFIED JOINTS" SHALL BE QUALIFIED PRIOR TO
FABRICATION.
4.5 THE REQUIRED REACTION USING LRFD LOAD COMBINATIONS SHALL BE AS SHOWN
ON THE STRUCTURAL DRAWINGS. IF REACTIONS ARE NOT SHOWN:
FOR BEAMS W10 AND SMALLER, PROVIDE CONNECTION WITH A MINIMUM
10 KIP SHEAR CAPACITY;
FOR BEAMS W12 AND LARGER, CONTACT THE STRUCTURAL ENGINEER OF RECORD.
4.6 STEEL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS
SHALL BE DESIGNED BY THE CDSE WITH THE EXCEPTION OF SIMPLE SHEAR
CONNECTIONS AS DESCRIBED IN SECTION 4.3. THE CDSE SHALL SUBMIT SIGNED
AND SEALED CALCULATIONS FOR ALL SUCH CONNECTIONS.
THE CDSE SHALL USE THE UNIFORM FORCE METHOD WHEN APPLICABLE
FOR ALL BRACE AND TRUSS TYPE CONNECTION DESIGNS.
4.7 REVIEW OF THE SHOP DRAWINGS AND / OR CONNECTION CALCULATIONS BY THE
SEOR DOES NOT RELIEVE THE CONTRACTOR AND CDSE OF THE FULL
RESPONSIBILITY FOR THE DESIGN AND ADEQUACY OF SUCH CONNECTIONS.
5. THE STRUCTURAL STEEL MEMBERS HAVE NOT BEEN DESIGNED TO ACCOMMODATE THE
TORSION RESULTING FROM THE ECCENTRIC LOADING OF CURTAINWALL SYSTEMS,
LIGHT GAUGE METAL FRAMING, ETC. SUPPLEMENTAL SECONDARY BRACING SHALL BE
DESIGNED AND PROVIDED BY THE SUPPLIER TO ELIMINATE TORSION.
6. ALL STEEL EXPOSED TO WEATHER OR MOISTURE SHALL BE GALVANIZED, UNLESS
OTHERWISE DIRECTED BY THE ARCHITECT.
I. STEEL DECK
--------------
1. DESIGN OF STEEL DECK SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND
SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE (SDI) AND THE
CONTRACT DOCUMENTS. SUBMIT SHOP DRAWINGS WITH DESIGN LOAD DATA SEALED BY AN
ENGINEER LICENSED IN THE PROJECT STATE. REVIEW OF SHOP DRAWINGS SHALL BE FOR
CONFORMANCE WITH THE CONTRACT DOCUMENTS REGARDING ARRANGEMENT AND THE
CONTRACTOR'S INTERPRETATION OF DESIGN LOADS AND CONTRACT DOCUMENT DETAILS.
SUCH REVIEW SHALL NOT RELIEVE THE CONTRACTOR OF THE FULL RESPONSIBILITY FOR
THE DESIGN OF THE STEEL DECK. STEEL DECK SHALL BE CAPABLE OF SUPPORTING THE
LOADS DESCRIBED IN THE CONTRACT DOCUMENTS CORRESPONDING TO THE NUMBER OF
SPANS AND THE SPAN LENGTH.
2. ROOF DECK:
2.1 DECK SHALL BE A MINIMUM OF 20 GAGE, GALVANIZED.
J. POST-INSTALLED ANCHORS AND REINFORCING STEEL
------------------------------------------------
1. POST-INSTALLED ANCHORS AND REINFORCING STEEL SHALL ONLY BE USED WHERE
SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN
APPROVAL FROM THE STRUCTURAL ENGINEER PRIOR TO INSTALLING POST-INSTALLED
ANCHORS OR REINFORCING STEEL IN PLACE OF MISSING OR MISPLACED
CAST-IN-PLACE ANCHORS OR REINFORCING STEEL.
2. ANCHORS AND REINFORCING STEEL SHALL BE INSTALLED PER THE MANUFACTURER'S
PRINTED INSTALLATION INSTRUCTIONS (MPII)
3. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW SHALL
BE SUBMITTED BY THE CONTRACTOR TO THE STRUCTURAL ENGINEER ALONG WITH
CALCULATIONS THAT ARE SIGNED AND SEALED BY A LICENSED PROFESSIONAL
ENGINEER. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT
IS CAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE
SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S)
AS REQUIRED BY THE BUILDING CODE.
4. THE CONTRACTOR SHALL ARRANGE ONSITE INSTALLATION TRAINING BY THE MANUFACTURER
FOR EACH PRODUCT TO BE INSTALLED. SUBMIT TO THE STRUCTURAL ENGINEER
DOCUMENTATION CONFIRMING TRAINING OF ALL PERSONNEL WHO WILL BE INSTALLING
PRODUCTS. TRAINING AND DOCUMENTATION SHALL OCCUR PRIOR TO COMMENCEMENT OF
PRODUCT INSTALLATION. WHEN REQUIRED PER ACI 318-11 D.9.2.2, INSTALLATION OF
ALL ADHESIVE ANCHOR PRODUCTS SHALL BE CONDUCTED BY AN INSTALLER HOLDING
CURRENT AAI CERTIFICATION AS ACCREDITED BY ACI/CSRI IN ACCORDANCE WITH
ACI 318-11 D.9.2.2. PROOF OF CERTIFICATION SHALL BE MAINTAINED AT THE JOB SITE.
5. ANCHOR CAPACITY IS DEPENDENT UPON SPACING BETWEEN ADJACENT ANCHORS,
CONCRETE STRENGTH AND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL
ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE
DRAWINGS. IF NO SPACING OR EDGE DISTANCES ARE SPECIFIED ON THE STRUCTURAL
DRAWINGS, REFER TO APPLICABLE EVALUATION REPORT FOR CRITICAL SPACING AND
EDGE DISTANCES.
6. EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE MAY CONFLICT WITH
SPECIFIC ANCHOR OR REINFORCING LOCATIONS. THE CONTRACTOR SHALL REVIEW
THE EXISTING STRUCTURAL DRAWINGS AND SHALL UNDERTAKE TO LOCATE THE POSITION
OF THE REINFORCING BARS AT THE LOCATIONS OF THE CONCRETE ANCHORS OR
REINFORCING, BY FERROSCAN, GPR, X-RAY, CHIPPING OR OTHER MEANS IN ORDER
TO AVOID CONFLICT WITH INSTALLATION. THE CONTRACTOR SHALL NOT DAMAGE ANY
REINFORCING STEEL PRIOR TO CONSULTING WITH THE STRUCTURAL ENGINEER.
7. UNLESS NOTED OTHERWISE, THE MINIMUM EMBEDMENT OF EXPANSION AND SCREW ANCHORS
SHALL BE 6 TIMES THE ANCHOR DIAMETER, THE MINIMUM EMBEDMENT FOR ADHESIVE
ANCHORS SHALL BE 12 TIMES THE ANCHOR DIAMETER, AND THE MINIMUM EMBEDMENT FOR
ADHESIVE REINFORCING SHALL BE 12 BAR DIAMETERS.
8. ADHESIVE ANCHOR INSERT SHALL BE:
INTERIOR NON-CORROSIVE ENVIRONMENTS: ASTM F1554 Gr. 36 ALL-THREAD ROD
EXTERIOR NON-CORROSIVE ENVIRONMENTS: ASTM F1554 Gr. 36 ALL-THREAD ROD
HOT-DIPPED GALVANIZED PER ASTM B695, CLASS 65, TYPE I
CORROSIVE ENVIRONMENTS: ASTM A193 GR. B8M TYPE 316 ALL-THREAD ROD
9. MECHANICAL AND SCREW ANCHORS IN EXTERIOR NON-CORROSIVE ENVIRONMENTS SHALL
BE HOT-DIPPED GALVANIZED PER ASTM B695, CLASS 65, TYPE I
10. ADHESIVE ANCHORS AND REINFORCING STEEL CAPACITY IS DEPENDENT UPON INSTALLATION
CONDITIONS. THE FOLLOWING INSTALLATION CONDITIONS HAVE BEEN ASSUMED:
HOLES DRILLED WITH HAMMER DRILL WITH CARBIDE TIPPED DRILL BIT
DRY HOLE
CONCRETE CURED FOR A MINIMUM OF 21 DAYS
TEMPERATURE CATEGORY B (110 DEGREES F LONG TERM AND 130 DEGREES F SHORT TERM)
IF THESE CONDITIONS DO NOT EXIST, THE CONTRACTOR SHALL SUBMIT ALTERNATE DRILLING
METHODS AND MANUFACTURER BOND DATA FOR THE CONDITIONS BEING INSTALLED.
11. POST-INSTALLED ANCHORS AND REINFORCING INSTALLED INTO CONCRETE SHALL BE AS
INDICATED BELOW.
11.1 MECHANICAL AND SCREW ANCHORS FOR USE IN CONCRETE SHALL HAVE BEEN TESTED
AND QUALIFIED FOR USE IN CRACKED CONCRETE IN ACCORDANCE WITH ACI 355.2
AND ICC-ES AC193.
11.1.1 EXPANSION ANCHORS SHALL BE ONE OF THE FOLLOWING, U.N.O.:
SIMPSON STRONG-TIE STRONG-BOLT 2 (ICC ESR-3037)
HILTI KWIK BOLT-TZ (ICC ESR-1917)
DEWALT POWER-STUD+ SD2 (ICC ESR-2502)
11.1.2 SCREW ANCHORS SHALL BE ONE OF THE FOLLOWING, U.N.O.:
SIMPSON STRONG-TIE TITEN-HD (ICC ESR-2713)
HILTI KWIK HUS-EZ (ICC ESR-3027)
DEWALT SCREW-BOLT+ (ICC ESR-3889
11.1.3 SHALLOW EMBEDMENT ANCHORS (<3/4") SHALL BE ONE OF THE FOLLOWING,
U.N.O.:
DEWALT MINI-UNDERCUT+ (ICC ESR-3912)
11.2 ADHESIVE ANCHORS FOR USE IN CONCRETE SHALL HAVE BEEN TESTED AND QUALIFIED
FOR USE IN CRACKED CONCRETE IN ACCORDANCE WITH ACI 355.4 AND ICC-ES AC308
AND THE ICC-ES EVALUATION SERVICES REPORT SHALL SHOW COMPLIANCE WITH THE
BUILDING CODE STATED IN SECTION B OF THESE STRUCTURAL NOTES.
11.2.1 ADHESIVE ANCHORS SHALL BE ONE OF THE FOLLOWING, U.N.O.:
SIMPSON STRONG-TIE SET-XP (ICC ESR-2508)
HILTI HIT-RE 500 v3 (ICC ESR-3814)
DEWALT PURE110+ (ICC ESR-3298)
RED HEAD EPCON C6+ (ICC ESR-3577)
11.3 ADHESIVE FOR INSTALLING REINFORCING STEEL IN EXISTING CONCRETE SHALL BE
QUALIFIED IN ACCORDANCE WITH ACI 355.4 AND ICC-ES AC308 AND THE ICC-ES
EVALUATION SERVICES REPORT SHALL SHOW COMPLIANCE WITH THE BUILDING CODE
STATED IN SECTION B OF THESE STRUCTURAL NOTES.
11.3.1 ADHESIVE SHALL BE ONE OF THE FOLLOWING, U.N.O.:
SIMPSON STRONG-TIE "SET-XP" (ICC-ES ESR-2508)
HILTI HIT-RE 500 v3 (ICC ESR-3814)
DEWALT PURE110+ (ICC ESR-3298)
RED HEAD EPCON C6+ (ICC ESR-3577)
STRUCTURAL NOTES
LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:11:26 PMS0−01
08.14.18STRUCTURAL NOTES401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
PRESSURE DIAGRAM LEGEND
EFFECTIVE
AREA
PRESSURE (PSF) - SEE NOTES 1 - 9
(SQ. FT) - SEE
NOTE 4
ROOF ZONE WALLS OVERHANGS PARAPETS
ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 ZONE 2 ZONE 3 ZONE 4 ZONE 5
< 10
20
50
100
200
> 500
12 2
2
2
3
3
3
3
5 54
a a TYP.
MINIMUM COMPONENT AND CLADDING
4 4
5 54aa
NOTES:
1. ZONES 1, 2, & 3 APPLY TO THE ROOF AND ZONES 4 & 5 APPLY TO THE WALLS.
2. (+) AND (-) SIGNS INDICATE PRESSURES ACTING TOWARD AND AWAY FROM THE SURFACE, RESPECTIVELY. SEE
PARAPET & OVERHANG DIAGRAMS FOR PRESSURE DIRECTION ON THOSE ELEMENTS.
3. "a" DENOTES A DISTANCE OF
4. FOR EFFECTIVE AREAS BETWEEN THOSE PROVIDED, THE PRESSURE IS PERMITTED TO BE INTERPOLATED.
OTHERWISE USE THE PRESSURE ASSOCIATED WITH THE LOWER EFFECTIVE AREA.
5. IF A PARAPET GREATER THAN OR EQUAL TO 3'-0" IN HEIGHT IS PROVIDED AROUND THE PERIMETER OF A FLAT
ROOF, ZONE 3 MAY BE TREATED AS ZONE 2.
6. THE ABOVE PRESSURES ARE BASED ON A RISK CATEGORY NOMINAL DESIGN WIND SPEED OF

- TO CONVERT PRESSURES TO A 10 YEAR DESIGN WIND SPEED OF
MULTIPLY ABOVE PRESSURES BY
7. THE COMPONENT AND CLADDING PRESSURES PROVIDED ABOVE ARE INTENDED TO BE USED FOR THE SELECTION
OF MISCELLANEOUS PRE-MANUFACTURED AND ENGINEERED ELEMENTS, ASSEMBLIES AND SYSTEMS NOT
SPECIFICALLY DESIGNED BY SDL.
8. THE COMPONENT AND CLADDING PRESSURES PROVIDED ABOVE ARE NOT INTENDED TO BE USED FOR THE DESIGN
OF ELEMENTS, ASSEMBLIES AND SYSTEMS OUTSIDE SDL'S SCOPE OF SERVICES.
9. THE APPROPRIATE WIND PRESSURES FOR THE DESIGN OF ELEMENTS, ASSEMBLIES AND SYSTEMS SPECIFIED TO
BE DESIGNED BY ANOTHER REGISTERED DESIGN PROFESSIONAL SHALL BE DETERMINED BY THAT DESIGNER IN
ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE SPECIFICATIONS AND/OR THE GOVERNING BUILDING CODE.TYP.NOMINAL WIND PRESSURE DIAGRAM
(PER ASCE 7-05, METHOD 2)
+16, -64
+16, -60
+16, -56
+16, -52
+16, -48
+16, -44
+16, -100
+16, -95
+16, -89
+16, -84
+16, -79
+16, -72
+16, -137
+16, -130
+16, -122
+16, -115
+16, -109
+16, -100
+44, -44
+44, -44
+40, -41
+38, -40
+35, -38
+32, -36
+44, -80
+44, -80
+40, -71
+38, -64
+35, -57
+32, -48
+16, -69
+16, -68
+16, -66
+16, -65
+16, -56
+16, -45
+16, -113
+16, -89
+16, -57
+16, -32
+16, -32
+16, -32
+132, -74
+127, -74
+117, -69
+109, -64
+101, -60
+91, -54
+169, -112
+163, -112
+151, -99
+141, -89
+132, -79
+120, -66
13' - 6".
II
76 MPH,
0.44.
89 MPH.PRESSURESPARAPET PRESSURE DIAGRAM(+)PRESSURES(-)ROOF
PRESSURES
(-)
OVERHANG PRESSURE DIAGRAM
PRESSURES
(+)
12. POST-INSTALLED ANCHORS INSTALLED INTO SOLID GROUTED CONCRETE MASONRY CELLS
SHALL BE AS INDICATED BELOW. DO NOT INSTALL ANCHORS INTO HOLLOW HEAD JOINTS
OR TEE JOINTS BETWEEN MASONRY BLOCKS.
12.1 MECHANICAL AND SCREW ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED
FOR USE IN ACCORDANCE WITH ICC-ES AC01 AND AC106, RESPECTIVELY.
12.1.1 EXPANSION ANCHORS SHALL BE ONE OF THE FOLLOWING, U.N.O.:
SIMPSON STRONG-TIE STRONG-BOLT2 (IAPMO-UES ER-240)
HILTI KWIK BOLT-3 (ICC ESR 1385)
DEWALT POWER-STUD+ SD1 (ICC ESR-2966)
12.1.2 SCREW ANCHORS SHALL BE ONE OF THE FOLLOWING, U.N.O.:
SIMPSON STRONG-TIE TITEN-HD (ICC ESR-1056)
HILTI KWIK HUS-EZ (ICC ESR-3056)
DEWALT SCREW-BOLT+ (ICC-ES ESR-4042)
12.2 ADHESIVE ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE IN
ACCORDANCE WITH ICC-ES AC58
12.2.1 ADHESIVE ANCHORS SHALL BE ONE OF THE FOLLOWING, U.N.O.:
SIMPSON STRONG-TIE "SET-XP" (IAPMO-UES ER-265)
HILTI HIT-HY 70 (ICC ESR-2682)
DEWALT AC100+ GOLD (ICC ESR-3200)
13. POST-INSTALLED ANCHORS INSTALLED INTO HOLLOW CONCRETE MASONRY SHALL BE AS
INDICATED BELOW:
13.1 SCREW ANCHORS SHALL HAVE BEEN TESTED AND QUALIFIED IN ACCORDANCE WITH
ICC-ES AC106.
13.1.1 SCREW ANCHORS SHALL BE ONE OF THE FOLLOWING, U.N.O.:
DEWALT TAPPER + (ICC ESR 3196)
SIMPSON STRONG-TIE TITEN-HD (ICC ESR-1056)
HILTI KWIK-CON II (ICC ESR-NOT AVAILABLE)
13.2 ADHESIVE ANCHORS WITH SCREEN TUBES SHALL BE TESTED AND QUALIFIED IN
ACCORDANCE WITH ICC-ES AC58 OR AC60, AS APPROPRIATE. STAINLESS STEEL
SCREEN TUBES SHALL BE USED AS RECOMMENDED BY THE ADHESIVE MANUFACTURER.
13.2.1 ADHESIVE ANCHORS SHALL BE ONE OF THE FOLLOWING, U.N.O.:
SIMPSON STRONG-TIE "SET-XP" (IAPMO-UES ER-265)
HILTI HIT-HY 70 (ICC ESR-2682)
DEWALT AC100+ GOLD (ICC ESR-3200)
STRUCTURAL NOTES
CONCRETE MASONRY UNIT WALL REINFORCING
LAP LENGTH SCHEDULE (1)
LAP LENGTH
BAR SIZE (4)
NOTES:
1. LAP SPLICE LENGTHS ARE BASED ON SECTION 2107 OF THE
BUILDING CODE.
2. MULTIPLY ABOVE LAP LENGTHS BY 1.25 FOR GRADE 75
REINFORCING STEEL.
3. MULTIPLY ABOVE LAP LENGTHS BY 1.50 FOR EPOXY COATED BARS.
4. REINFORCEMENT LARGER THAN #9 SHALL BE SPLICED USING
MECHANICAL CONNECTIONS.
5. USE CASE B UNLESS NOTED OTHERWISE ON PLANS OR DETAILS.
TENSION OR COMPRESSION LAP SPLICE LENGTHS, (INCHES)
FOR GRADE 60 (2) UNCOATED BARS (3); MASONRY
CASE A (5) CASE B (5)
#3 15 27
#4 20 36
#5 25 45
#6 30 54
#7 35 63
#8 40 72
#9 46 82
f'c
(psi)
TENSION LAP SPLICE LENGTHS, (BAR DIAMETERS, db) FOR GRADE 60 (4)
UNCOATED BARS; NORMAL-WEIGHT CONCRETE (5)
LAP LENGTH PER SPACING AND COVER CASE (3)
BAR
SIZE
LAP
CLASS TOP BARS (6)
CATEGORY (2)
OTHER BARS
CATEGORY (2)
1 2 3
A
B
A
B
≥10000
#3-#6
#7-#11
47db
61db
32db
41db
19db
25db
36db
47db
24db
32db
15db
19db
59db
76db
39db
51db
24db
31db
45db
59db
30db
39db
18db
24db
LAP NOTES:
1. LAP SPLICE LENGTHS ARE BASED ON ACI 318-05 SECTION 12.2 AND
SUBSECTIONS 12.2.2 AND 12.2.3.
2. CATEGORY DEFINITIONS: (SEE FIGURES BELOW FOR ADDITIONAL INFORMATION)

CATEGORY 1 - CODE 12.2.2 OTHER CASES - DOES NOT MEET CATEGORY 2 OR 3.

CATEGORY 2 - CODE 12.2.2 - CLEAR SPACING OF BARS BEING DEVELOPED OR
SPLICED NOT LESS THAN 2db AND CLEAR COVER NOT LESS
THAN db.

CATEGORY 3 - CODE 12.2.3 - CLEAR COVER NOT LESS THAN 2db AND THE
CLEAR SPACING NOT LESS THAN 4db.
3. MINIMUM LAP SPLICE SHALL NOT BE LESS THAN 12 INCHES.
4. MULTIPLY ABOVE LAP LENGTHS BY 1.25 FOR GRADE 75 REINFORCING STEEL.
5. MULTIPLY ABOVE LAP LENGTHS BY 1.3 FOR LIGHTWEIGHT CONCRETE.
6. TOP BARS ARE DEFINED AS HORIZONTAL REINFORCEMENT SO PLACED THAT
MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW
THE DEVELOPMENT LENGTH OR SPLICE.
7. COMPRESSION LAPS FOR GR. 60 UNCOATED BARS IN NORMAL WEIGHT
CONCRETE WITH A MINIMUM STRENGTH OF 3,000 PSI SHALL BE 30db.
USE 44db FOR GR. 75 COMPRESSION LAP.
CATEGORY 2 CLEAR SPACING AT
STAGGERED SPLICES
CATEGORY 3 CLEAR SPACING AT
OFFSET COLUMN BARS
FACE OF
CONCRET
E
OFFSET BARS
FROM COLUMN
BELOW
BARS IN
COLUMN
ABOVE
REINFORCING LAP LENGTH SCHEDULE
1 2 3
A
B
A
B
8000
#3-#6
#7-#11
53db
68db
35db
46db
22db
28db
41db
53db
27db
35db
17db
21db
66db
85db
44db
57db
26db
34db
51db
66db
34db
44db
20db
26db
A
B
A
B
7000
#3-#6
#7-#11
56db
73db
38db
49db
24db
30db
43db
56db
29db
38db
18db
23db
70db
91db
47db
61db
28db
37db
54db
70db
36db
47db
22db
28db
A
B
A
B
5000
#3-#6
#7-#11
66db
86db
44db
58db
28db
36db
51db
66db
34db
44db
21db
27db
83db
108db
55db
72db
33db
43db
64db
83db
43db
55db
26db
33db
A
B
A
B
4000
#3-#6
#7-#11
74db
96db
50db
64db
30db
40db
57db
74db
38db
50db
24db
30db
93db
121db
62db
80db
37db
48db
71db
93db
48db
62db
29db
37db
A
B
A
B
3000
#3-#6
#7-#11
86db
111db
57db
74db
34db
46db
66db
86db
44db
57db
26db
34db
107db
139db
72db
93db
43db
56db
82db
107db
55db
72db
33db
43db
≥ 2db≥ dbSPACING
CLEAR≥ 4db≥ 2dbFACE OF
CONCRET
E
CLEAR SPACING LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:11:29 PMS0−02
08.14.18STRUCTURAL NOTES401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
2
E.0.7
C.1
D.1
E.8
2.91.8 2.8
2.8
D.4
D.4
C.8C.8
C.9C.9
SW-1A2.3
EQ EQ EQ EQ EQ
TYP.
EQ EQ
4
S2-23
____________
19'-9"
T/FND=
701'-0"EQ EQ
EQ EQ EQ
25'-0"14'-0" 11'-0" 8'-10"6"15'-8"7'-0"
T/FND=
699'-9"
PC2
22'-3" 2'-9"
D.2
SHEET NOTES:
1. SEE S0 SERIES SHEETS FOR STRUCTURAL NOTES.
2. SEE S2-0 SERIES SHEETS FOR TYPICAL FOUNDATION DETAILS.
3. SEE ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB DIMENSIONS NOT
SHOWN, SLAB DEPRESSION DEPTHS AND LOCATIONS NOT SHOWN, SLAB SLOPES
NOT SHOWN, CONCRETE CURB HEIGHTS AND LOCATIONS NOT SHOWN, AND SLAB
AND WALL OPENING SIZES AND LOCATIONS NOT SHOWN.
4. "F#" INDICATES FOOTING. SEE 14/S2-11 FOR FOOTING SCHEDULE.
5. "PC#" INDICATES PILE CAP. SEE S2-11 FOR PILE CAP DETAILS.
6. FOOTINGS AND PILE CAPS ARE CENTERED UNDER COLUMNS, UNLESS NOTED
OTHERWISE.
7. TOP OF PILE CAP AND FOOTING ELEVATIONS SHALL BE 2'-0" BELOW TOP OF
SLAB OR FINISHED GRADE, UNLESS NOTED OTHERWISE ON PLAN:

8. SEE S4 SERIES SHEETS FOR COLUMN DETAILS AND SCHEDULES.
9. "SW-#" INDICATES SHEAR WALL. SEE S5 SERIES SHEETS FOR SHEAR WALL
DETAILS AND ELEVATIONS.
10. S.F. INDICATES STEPPED FOOTING. SEE 7/S2-01.
11. "GB#" INDICATES GRADE BEAM. SEE X/S2-XX FOR GRADE BEAM SCHEDULE.
12. "BP#" INDICATES BASE PLATE, SEE S2-02 FOR BASE PLATE SCHEDULES
AND DETAILS.
13. INDICATES LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
14. INDICATES NON-LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
15. AT PARKING AREAS, TOP OF SLAB ELEVATIONS SHOWN FOR REFERENCE. SEE
ARCHITECTURAL DRAWINGS FOR TOP OF SLAB ELEVATIONS AND FOR SLOPES
TO DRAINS.LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:11:33 PMS1−00
08.14.18DETENTION VAULT FOUNDATION PLAN401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
0'4' - 0" 8' - 0" 16' - 0"
SCALE= 1/8" = 1'-0"
1
STORM WATER DETENTION VAULT
FOUNDATION PLAN
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
1
1
8
8234
5
5 6
A
A
B
E.0.7
FF
C.1
D.1
E.8
A.6.1
C
D
4.93.92.91.8
A.3
E
7.8
7.8
5.8 6.8
A.7
2.8
2.8
5.7
5.7
B.8B.8
D.4
D.4
C.8C.8
C.9C.9
B.1
7.1
SW-1ASW-2ASW-3ASW-4A
SW-5A
SW-6A
CB013 (18 x 23)B-7
PWR = 684'-0"
ROCK = 675'-6"
B-4
PWR = 710'-0"
ROCK = 698'-6"
B-1
PWR = 702'-0"
ROCK = 687'-6"
B-2
PWR = 682'-0"
ROCK = 669'-0"B-5
PWR = 680'-0"
ROCK = 668'-0"
B-8
PWR = 684'-0"
ROCK = 674'-0"
B-9
PWR = 678'-0"
ROCK = 659'-0"
B-6
PWR = 675'-0"
ROCK = 667'-6"
B-3
PWR = 682'-0"
ROCK = 665'-6"
PC6
PC7
F7 F7
PC8
PC8
PC8
PC7
PC7
PC5PC5PC8
PC7PC5PC5PC5
PC4
PC5
PC3
PC9
PC6
PC6
PC3
PC2
PC6
PC6
PC3
33'-10"11'-6" 13'-6" 6'-4"6"18'-2" 3'-3" 21'-9" 6'-2" 17'-1"
T/FND=
703'-11"
T/SLAB=
715'-1"
T/SLAB=
710'-10"
T/SLAB=
711'-0"
T/SLAB=
710'-0"
T/SLAB=
707'-0"
T/SLAB=
711'-0"
T/SLAB=
710'-0"
1
S2-21
____________
12" TWO-WAY REINF. CONCRETE
SLAB
8" CONCRETE SLAB W/ #4@12" E.W. T&B ON
VAPOR RETARDER AND 4" MINIMUM
GRANULAR SUB-BASE (TYP. AT TRUCK
DOCK/DRIVE)
8" CONCRETE SLAB W/ #4@12" E.W. T&B ON
VAPOR RETARDER AND 4" MINIMUM
GRANULAR SUB-BASE (TYP. AT TRUCK
DOCK/DRIVE)
8" CONCRETE SLAB W/ #4@12" E.W. T&B ON
VAPOR RETARDER AND 4" MINIMUM
GRANULAR SUB-BASE (TYP. AT TRUCK
DOCK/DRIVE)
6" CONCRETE SLAB W/ FIBER TYPE "B" ON
VAPOR RETARDER AND 4" MINIMUM
GRANULAR SUB-BASE (TYP. AT SERVICE
AREAS)
6" CONCRETE SLAB W/ FIBER TYPE "B" ON
VAPOR RETARDER AND 4" MINIMUM
GRANULAR SUB-BASE (TYP. AT SERVICE
AREAS)
6" CONCRETE SLAB W/ FIBER TYPE "B" ON
VAPOR RETARDER AND 4" MINIMUM
GRANULAR SUB-BASE (TYP. AT SERVICE
AREAS)
6" CONCRETE SLAB W/ FIBER TYPE "B" ON
VAPOR RETARDER AND 4" MINIMUM
GRANULAR SUB-BASE (TYP. AT SERVICE
AREAS)
5" CONCRETE SLAB W/ FIBER TYPE "A" ON
VAPOR RETARDER AND 4" MINIMUM
GRANULAR SUB-BASE (TYP. AT LOBBY AND
PARKING)
5" CONCRETE SLAB W/ FIBER TYPE "A" ON
VAPOR RETARDER AND 4" MINIMUM
GRANULAR SUB-BASE (TYP. AT LOBBY AND
PARKING)
RAMP UPRAMP UPRAMP UP
RAMP DOWN
T/SLAB=
710'-0"
RAMP DOWN
5
S2-21
____________
3
S2-21
____________
4
S2-21
____________
6
S2-21
____________
7
S2-21
____________
4
S2-23
____________
TYP.4'-0"VARIES2"T/SLAB=
710'-10"4'-3"4
S3-51
7
S3-52
2
S3-61
PC9
#5@12" T&B E.W. -
2.3
PROPERTY LINEPROPERTY LINE
T/SLAB=
707'-7"
L.0 M.0 N.0 O.0 P.0 Q.0 R.0 S.0
4.0
4.1
5.0
6.0
T/FND=
705'-0"T/FND=
706'-0"
T/FND=
706'-0"
T/FND=
708'-0"
T/FND=
699'-6"
T/FND=
704'-0"
T/FND=
704'-0"
T/FND=
704'-0"
T/FND=
713'-0"
T/FND=
704'-0"
2"12"DOCK LEVELER
T/SLAB=
707'-1"
T/SLAB=
706'-1"RAMP DOWNRAMP DOWNRAMP DOWNT/SLAB=
707'-0"
T/SLAB=
715'-3"
T/SLAB=
715'-1"T/SLAB=
715'-6"
CURB - SEE 4/S2-01
T/FND=
704'-0"
VARIES
S.F.T/FND=
704'-0"
PC2
T/SLAB=
707'-0"
T/FND=
699'-6"
T/FND=
703'-6"
T/FND=
703'-6"
T/FND=
706'-0"
T/FND=
705'-0"T/FND=
705'-0"
T/FND=
705'-0"
T/FND=
702'-6"
T/FND=
703'-6"
T/SLAB=
707'-0"
T/EXIST. FND=
708'-0"
T/EXIST. FND=
706'-0"
T/EXIST. FND=
707'-0"
T/EXIST. FND=
708'-0"
T/EXIST. FND=
708'-0"T/EXIST. FND=
709'-0"
EXISTING 4'-0" WIDE
x3'-0" DEEP GRADE
BEAM
EXISTING 3'-0"
WIDE x 2'-0"
DEEP GRADE
BEAM
EXISTING
DRILLED
PIER- TYP.
EXISTING PRECAST
PARKING DECK
T/EXIST. FND=
708'-0"
EXISTING RETAINING
WALL FOOTING EXISTING RETAINING
WALL FOOTING EXISTING RETAINING
WALL FOOTING
EXIST. PRECAST
PARKING DECK
EXIST. 4'-0" WIDE
CONCRETE WALL TO
ELEV. 713'-0"
INDICATES APPROXIMATE
LOCATION OF PROPERTY
LINE, VERIFY EXACT LOCATION
WITH ARCH. AND CIVIL
DRAWINGS.
E.9
2'-0"T/SLAB=
715'-3"
T/FND=
710'-0"
T/FND=
708'-0"T/FND=
705'-0"
T/FND=
705'-0"
T/FND=
708'-0"
T/FND=
710'-0"
PC1
PC1PC1PC1PC1
5.9
___________8
S3-52
___________9
S4-01
1
S3-61
____________
SEE 1/S3-23
T/SLAB=
706'-3"
T/SLAB=
707'-0"
T/FND=
699'-9"
T/SLAB=
715'-3"
T/SLAB=
715'-3"2"2"4'-3"2"F4 F4
10"
3'-5"
HSS8x4x1/4 HSS8x4x1/4T/FND=
699'-6"
T/FND=
701'-6"4'-0"S.F.
S.F.
2'-6"TYP.2'-6"T/FND=
705'-0"
T/FND=
704'-5"
T/FND=
707'-0"
T/FND=
709'-0"
T/FND=
713'-0"
T/FND=
712'-0"T/FND=
710'-0"T/FND=
708'-0"
T/FND=
706'-0"
T/FND=
705'-0"
T/FND=
705'-0"
T/FND=
705'-0"
T/FND=
705'-0"
___________1
S2-12
___________2
S2-12
HSS8x4x1/4
F4
F4
PC2
T/FND=
704'-5"
T/FND=
704'-5"
T/FND=
705'-5"
T/FND=
705'-5"
11
S2-03
____________
9
S2-03
____________
11
S2-03
____________
9
S2-03
____________
9
S2-03
____________11
S2-03
____________
11
S2-03
____________
HSS8x8x5/8
HSS8x8x5/8 HSS12x8x1/2 HSS12x8x1/2
T/FND=
705'-5"
T/FND=
706'-0"
T/FND=
706'-0"
D.2
1
S2-22
____________
T/SLAB=
710'-0"
CURB - SEE 4/S2-01
T/SLAB=
710'-0"
T/FND=
706'-0"
T/FND=
707'-0"
4'-0"S.F.T/FND=
704'-5"
T/FND=
703'-11"
T/FND=
705'-0"
T/FND=
707'-0"
T/FND=
709'-0"
4'-0" 4'-0" 4'-0"S.F.S.F.S.F.VARIES
2'-5"T/FND=
714'-3"
T/FND=
714'-3"
T/FND=
705'-6"
T/FND=
704'-5"
SEE 2/S2-21
T/FND=
704'-0"
S.F.
S.F.
3
S2-21
____________
2
S2-22
____________2
S2-22
____________2
S2-22
____________T/FND=
706'-0"
T/FND=
708'-0"
4
S2-22
____________
4
S2-22
____________
T/FND=
708'-0"
T/FND=
708'-0"
3
S2-22
____________
3
S2-22
____________
3
S2-22
____________
5
S2-22
____________5
S2-22
____________6
S2-22
____________7
S2-22
____________8
S2-22
____________
1
S2-23
____________
1
S2-23
____________
1
S2-23
____________
8
S2-22
____________
2
S2-23
____________
T/FND=
703'-6"
2
S2-23
____________
T/FND=
699'-6"
3
S2-23
____________
T/FND=
699'-6"
3
S2-23
____________
T/FND=
699'-6"7'-4"7'-4"4'-0" 9'-6" 9'-6" 2'-6"
T/FND=
703'-11"
5
S2-23
____________
T/FND=
703'-11"
T/FND=
711'-2"
VARIES
6
S2-23
____________
SEE
NOTE 14
6
S2-23
____________
VARIES
6
S2-23
____________
23'-11"22'-3" 2'-9" 25'-0"25'-0" 2'-6" 21'-10"
8" 1'-2"
23'-10"21'-1"1'-4"6'-4"25'-0"14'-0"9'-11"1'-1"8'-10"6"15'-8"5'-9"19'-3"10'-0"4'-3"11'-6"26'-5" 7'-0" 12'-9" 5'-3" 25'-0"25'-0"21'-10" 3'-2" 28'-6"15'-1"1'-4"
T/FND=
711'-0"T/FND=
709'-11"
T/FND=
707'-11"
4'-0" 4'-0" 4'-0"S.F.S.F.S.F.S.F.T/FND=
703'-11"
SHEET NOTES:
1. SEE S0 SERIES SHEETS FOR STRUCTURAL NOTES.
2. SEE S2-0 SERIES SHEETS FOR TYPICAL FOUNDATION DETAILS.
3. SEE ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB DIMENSIONS NOT
SHOWN, SLAB DEPRESSION DEPTHS AND LOCATIONS NOT SHOWN, SLAB SLOPES
NOT SHOWN, CONCRETE CURB HEIGHTS AND LOCATIONS NOT SHOWN, AND SLAB
AND WALL OPENING SIZES AND LOCATIONS NOT SHOWN.
4. "F#" INDICATES FOOTING. SEE 14/S2-11 FOR FOOTING SCHEDULE.
5. "PC#" INDICATES PILE CAP. SEE S2-11 FOR PILE CAP DETAILS.
6. FOOTINGS AND PILE CAPS ARE CENTERED UNDER COLUMNS, UNLESS NOTED
OTHERWISE.
7. TOP OF PILE CAP AND FOOTING ELEVATIONS SHALL BE 2'-0" BELOW TOP OF
SLAB OR FINISHED GRADE, UNLESS NOTED OTHERWISE ON PLAN:

8. SEE S4 SERIES SHEETS FOR COLUMN DETAILS AND SCHEDULES.
9. "SW-#" INDICATES SHEAR WALL. SEE S5 SERIES SHEETS FOR SHEAR WALL
DETAILS AND ELEVATIONS.
10. S.F. INDICATES STEPPED FOOTING. SEE 7/S2-01.
11. "GB#" INDICATES GRADE BEAM. SEE X/S2-XX FOR GRADE BEAM SCHEDULE.
12. "BP#" INDICATES BASE PLATE, SEE S2-02 FOR BASE PLATE SCHEDULES
AND DETAILS.
13. INDICATES LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
14. INDICATES NON-LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
15. AT PARKING AREAS, TOP OF SLAB ELEVATIONS SHOWN FOR REFERENCE. SEE
ARCHITECTURAL DRAWINGS FOR TOP OF SLAB ELEVATIONS AND FOR SLOPES
TO DRAINS.LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:11:39 PMS1−01
08.14.18LEVEL 1 FOUNDATION PLAN401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
0'4' - 0" 8' - 0" 16' - 0"
SCALE= 1/8" = 1'-0"
1 LEVEL 1 FOUNDATION PLAN
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
S29
S17
S20
S21S22S22S23S24S18S10S11S9S25S25S9
S12 S10
S26
S17S30
S26
S3S3S3S19S19S19S32S31S33
S33
S11
1
1
8
8234
5
5 6
A
A
B
E.0.7
FF
C.1
D.1
E.8
A.6.1
C
D
4.93.92.91.8
A.3
E
7.8
7.8
5.8 6.8
A.7
2.8
2.8
5.7
5.7
B.8B.8
D.4
D.4
C.8C.8
C.9C.9
B.1
7.1
PB139 (24 x 23)PB142 (24 x 23)PB140 (24 x 23)PB156 (44 x 23)PB157 (44 x 23)PB158 (44 x 23)PB147 (18 x 23)
PB101 (18 x 23)PB141 (24 x 23)PB138 (18 x 23)
PB138 (18 x 23)PB138 (18 x 23)PB138 (18 x 23)PB143 (24 x 23)PB159 (44 x 23)PB160 (44 x 23)PB151 (40 x 23)PB152 (40 x 23)PB153 (40 x 23)CB006 (18 x 23)CB012 (24 x 23)PB145 (24 x 23)CB013 (18 x 23)CB013 (18 x 23)PB144 (24 x 23)CB006 (18 x 23)
PB146 (24 x 23)PB145 (24 x 23)SW-1ASW-2APB112 (34 x 23)
CB005 (30 x 23)PB104 (36 x 23)PB105 (40 x 23)PB101 (18 x 23)PB128 (48 x 23)PB106 (48 x 23)PB127 (48 x 23)PB101 (18 x 23)PB102 (24 x 23)
PB102 (24 x 23)SW-3ASW-4A
SW-5A
SW-6A
5" ONE-WAY REINF. CONCRETE
SLAB
HSS8x4x1/4HSS8x4x1/4
W10x12
W10x12
W10x12
W10x12
W10x12
18 x 18
BARRIER CABLE
ANCHOR POST
1 1/2"-TYPE "B" ROOF DECK
DECK BEARING = 729'-5 1/2"W10x12W10x12W10x12W10x12W10x12RAMP UP
FROM P1
RAMP UP
TO P3 RAMP UPRAMP UPRAMP UP RAMP UP
RAMP UP
PB146 (24 x 23)
PB108 (34 x 23)PB149 (18 x 23)PB148 (18 x 23)CB001 (12 x 23)SEE ARCH. FOR
CONCRETE CURB
LOCATIONS, TYP.4
S3-51
HSS12x8x3/87
S3-52
2
S3-61
2.3
E.9
2'-0"PB154 (60 x 23)PB155 (60 x 23)PB125 (32 x 23)PB126 (48 x 23)PB102 (24 x 23)
PB102 (24 x 23)PB101 (18 x 23)PB101 (18 x 23)PB150 (40 x 23)PB106 (48 x 23)5.9
PB107 (18 x 23)
PB135 (18 x 23)
PB133 (30 x 23)
- SEE NOTE 8PB161 (60 x 23)PB101 (18 x 23)PB101 (18 x 23)PB101 (18 x 23)PB101 (18 x 23)PB109 (30 x 23)PB110 (30 x 23)PB111 (30 x 23)CB001 (12 x 23)PB130 (18 x 23)
CB004 (8 x 23)CB006 (18 x 23)PB134 (18 x 23)CB006 (18 x 23)CB006 (18 x 23)PB135 (18 x 23)CB006 (18 x 23)CB015 (18 x 23)CB001 (12 x 23)(18/34 x 23)(34/18 x 23)
1
S7-03
____________
4
S7-02
____________4
S7-02
____________CB006 (18 x 23)PB138 (18 x 23)
___________9
S6-02
1
S3-53
____________
4
S7-02
____________CB001 (12 x 23)4
S7-02
____________CB004 (8 x 23)CB004 (8 x 23)
CB014 (18 x 23)
PB116 (40 x 23)CB001 (12 x 23)CB004 (8 x 23)CB016 (12 x 23)CB017 (12 x 23)
11
S3-22
____________
11
S3-22
____________
12
S3-22
____________
11
S3-22
____________
9
S3-31
____________
12
S3-22
____________
___________9
S4-01
HSS8x4x1/4
4
S7-02
____________
HATCHING INDICATES
TOPPING OR RAISED SLAB.
SEE 1/S3-01
7
S3-02
____________
10
S3-02
____________
7
S3-02
____________
10
S3-02
____________
7
S3-02
____________10
S3-02
____________
7
S3-02
____________
7
S3-02
____________
D.2
T/SLAB=
728'-1"
T/SLAB=
729'-7"
T/SLAB=
732'-0"
T/SLAB=
732'-6"
T/SLAB=
735'-4"
T/SLAB=
736'-1"
SEE 2/S3-41
SEE 2/S3-41
BARRIER CABLE
ANCHOR POST
18 x 18
BARRIER CABLE
ANCHOR COL.
SEE 4/S3-41
BARRIER CABLES -
SEE ARCH.
BARRIER CABLES -
SEE ARCH.
BARRIER CABLES -
SEE ARCH.
1 1/2"-TYPE "B" ROOF DECK
DECK BEARING = 730'-5 1/2"W10x12W10x1215
S3-22
____________
15
S3-22
____________1'-3"1'-3"
15
S3-22
____________1'-3"BARRIER CABLES -
SEE ARCH.
___________6
S3-41
CB003 (12 x 23)CB002 (12 x 23)CB003 (12 x 23)CB004 (8 x 23)BARRIER CABLE
ANCHOR COL.
SEE 4/S3-41
11
S3-22
____________
SIM.33'-10"11'-6"13'-6"6'-4"6"18'-2"3'-3"21'-9"6'-2"17'-1"26'-5" 7'-0" 12'-9" 5'-3" 25'-0"25'-0"21'-10" 3'-2" 28'-6"15'-1"1'-4"
23'-11"22'-3" 2'-9" 25'-0"25'-0" 2'-6" 21'-10"
8"1'-2"23'-10"21'-1"1'-4"6'-4"25'-0"14'-0"9'-11"1'-1"8'-10"6"15'-8"5'-9"19'-3"10'-0"4'-3"11'-6"SHEET NOTES:
1. SEE S0 SERIES SHEETS FOR STRUCTURAL NOTES.
2. SEE S3-0 SERIES SHEETS FOR TYPICAL FRAMING DETAILS.
3. SEE ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB DIMENSIONS NOT
SHOWN, SLAB DEPRESSION DEPTHS AND LOCATIONS NOT SHOWN, SLAB SLOPES
NOT SHOWN, CONCRETE CURB HEIGHTS AND LOCATIONS NOT SHOWN, AND SLAB
AND WALL OPENING SIZES AND LOCATIONS NOT SHOWN.
4. SEE S4 SERIES SHEETS FOR COLUMN DETAILS AND SCHEDULES.
5. "SW-#" INDICATES SHEAR WALL. SEE S5 SERIES SHEETS FOR SHEAR WALL
DETAILS AND ELEVATIONS.
6 "CB###(AXB)" INDICATES CONCRETE BEAM A" WIDE BY B" DEEP (DEPTH
MEASURED FROM TOP OF SLAB TO UNDERSIDE OF BEAM). SEE S6 SERIES
SHEETS FOR CONCRETE BEAM DETAILS AND SCHEDULES.
7. "PB###(AXB)" INDICATES POST-TENSIONED CONCRETE BEAM A" WIDE BY
B" DEEP (DEPTH MEASURED FROM TOP OF SLAB TO UNDERSIDE OF BEAM).
SEE S7 SERIES SHEETS FOR POST-TENSIONED CONCRETE BEAM DETAILS
AND SCHEDULES.
8. SEE 1/S3-21 FOR TYPICAL SLAB REINFORCING. FOR SLABS NOT TYPICAL,
"S#" INDICATES CONCRETE SLAB TYPE (SEE 2/S3-21 FOR DETAILS AND
SCHEDULE).
9. INDICATES LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
10. INDICATES NON-LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
11. AT PARKING GARAGE SLABS: TOP OF SLAB ELEVATIONS SHOWN FOR REFERENCE.
SEE ARCHITECTURAL DRAWINGS FOR TOP OF SLAB ELEVATIONS AND FOR SLOPES
TO DRAINS.LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:11:44 PMS1−02
08.14.18LEVEL 2 − P2 FRAMING PLAN401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
0'4' - 0" 8' - 0" 16' - 0"
SCALE= 1/8" = 1'-0"
1 LEVEL 2 - P2 FRAMING PLAN
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
S22S22S22S23S24S27S28S17S20S3S19S3S18S3 S10S11S9S25S25S25S9
S9
S12 S10
S26
S17
S11
1
1
8
8234
5
5 6
A
A
B
E.0.7
FF
C.1
D.1
E.8
A.6.1
C
D
4.93.92.91.8
A.3
E
7.8
7.8
5.8 6.8
A.7
2.8
2.8
5.7
5.7
B.8B.8
D.4
D.4
C.8C.8
C.9C.9
B.1
7.1
SW-1ASW-2APB113 (40 x 23)PB114 (40 x 23)PB122 (44 x 23)PB123 (44 x 23)PB101 (18 x 23)
PB103 (36 x 23)
CB007 (18 x 23)PB124 (44 x 23)PB101 (18 x 23)
PB101 (18 x 23)
PB131 (48 x 23)PB121 (44 x 23)PB120 (44 x 23)PB101 (18 x 23)PB101 (18 x 23)PB101 (18 x 23)PB101 (18 x 23)PB101 (18 x 23)(48 x 23)PB116 (40 x 23)
PB136 (18 x 23)CB001 (12 x 23)PB137 (18 x 23)CB010 (12 x 23)
PB107 (18 x 23)PB108 (34 x 23)
PB115 (40 x 23)PB129 (60 x 23)PB101 (18 x 23)PB101 (18 x 23)PB101 (18 x 23)PB101 (18 x 23)PB111 (30 x 23)PB110 (30 x 23)PB109 (30 x 23)
PB130 (18 x 23)
PB134 (18 x 23)CB006 (18 x 23)CB006 (18 x 23)PB135 (18 x 23)CB006 (18 x 23)CB003 (12 x 23)CB002 (12 x 23)CB003 (12 x 23)
CB001 (12 x 23)CB004 (8 x 23)CB001 (12 x 23)PB101 (18 x 23)PB101 (18 x 23)PB105 (40 x 23)PB112 (34 x 23)
CB005 (30 x 23)PB128 (48 x 23)PB106 (48 x 23)
PB102 (24 x 23)
PB102 (24 x 23)
PB102 (24 x 23)PB127 (48 x 23)PB125 (32 x 23)PB102 (24 x 23)
PB119 (40 x 23)PB118 (40 x 23)PB104 (36 x 23)SW-3ASW-4A
SW-5A
SW-6A
5" ONE-WAY REINF. CONCRETE
SLAB
HSS8x4x1/4HSS8x4x1/4
CB004 (8 x 23)RAMP UP
FROM P2
RAMP UP
TO P4 RAMP UPRAMP UPRAMP UP
BARRIER CABLE
ANCHOR POST
18 x 18
18 x 18
BARRIER CABLE
ANCHOR POST
18 x 18BARRIER CABLE
ANCHOR POST
18 x 18BARRIER CABLE
ANCHOR POST
18 x 18BARRIER CABLE
ANCHOR POST
18 x 30
BARRIER CABLE
ANCHOR POST
18 x 36
BARRIER CABLE
ANCHOR POST
18 x 30
BARRIER CABLE
ANCHOR POST
PB133 (30 x 23)
RAMP UP
SEE ARCH. FOR
CONCRETE CURB
LOCATIONS, TYP.CB001 (12 x 23)CB011 (8 x 23)CB001 (12 x 23)4
S3-51
7
S3-52
2.3
E.9
PB132 (30 x 23)PB101 (18 x 23)PB101 (18 x 23)CB (12 x 70)CB (12 x 23)
TRANSFORMER
TROLLEY BEAM
B/STEEL = 743'-3"B/STEEL = 743'-3"B/STEEL = 743'-3"W14x34W14x34W14x34S20X86
1
S3-52
____________
6
S3-52
____________
4
S3-52
____________
5.9
3
S3-52
____________5
S3-52
____________CB (12 x 23)T/SLAB EL. = 747'-1"
6 1/2" ONE-WAY REINF. CONCRETE
SLABCB009 (12 x 23)4
S7-02
____________4
S7-02
____________
4
S7-02
____________
(18/34 x 23)(34/18 x 23)
1
S7-03
____________
PB117 (40 x 23)PB126 (48 x 23)- SEE NOTE 8
PB134 (18 x 23)CB006 (18 x 23)CB004 (8 x 23)HSS8x4x1/4PB135 (18 x 23)CB006 (18 x 23)12
S3-22
____________
12
S3-22
____________
___________9
S4-01
HSS8x4x1/4
4
S7-02
____________
HATCHING INDICATES
TOPPING OR RAISED SLAB.
SEE 1/S3-01
7
S3-02
____________
10
S3-02
____________
7
S3-02
____________
10
S3-02
____________
7
S3-02
____________10
S3-02
____________
7
S3-02
____________
7
S3-02
____________
D.2
T/SLAB=
740'-7"
T/SLAB=
743'-0"
T/SLAB=
746'-4"
T/SLAB=
747'-1"
T/SLAB=
743'-6"
BARRIER CABLES -
SEE ARCH.
BARRIER CABLES -
SEE ARCH.
SEE 2/S3-41
SEE 2/S3-41
SEE 2/S3-41
SEE 2/S3-41
SEE 2/S3-41
SEE 2/S3-41
SEE 2/S3-41
SEE 2/S3-41
BARRIER CABLE
ANCHOR COL.
SEE 4/S3-41
BARRIER CABLES -
SEE ARCH.
BARRIER CABLES -
SEE ARCH.
15A
S3-22
____________1'-3"15A
S3-22
____________
1'-3"
15
S3-22
____________1'-3"15
S3-22
____________
1'-3"
15A
S3-22
____________
BARRIER CABLES -
SEE ARCH.
___________6
S3-41
2'-0"2'-0"33'-10"11'-6"13'-6"6'-4"6"18'-2"3'-3"21'-9"6'-2"17'-1"26'-5" 7'-0" 12'-9" 5'-3" 25'-0"25'-0"21'-10" 3'-2" 28'-6"15'-1"1'-4"
23'-11"22'-3" 2'-9" 25'-0"25'-0" 2'-6" 21'-10"
8"1'-2"23'-10"21'-1"1'-4"6'-4"25'-0"14'-0"9'-11"1'-1"8'-10"6"15'-8"5'-9"19'-3"10'-0"4'-3"11'-6"SHEET NOTES:
1. SEE S0 SERIES SHEETS FOR STRUCTURAL NOTES.
2. SEE S3-0 SERIES SHEETS FOR TYPICAL FRAMING DETAILS.
3. SEE ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB DIMENSIONS NOT
SHOWN, SLAB DEPRESSION DEPTHS AND LOCATIONS NOT SHOWN, SLAB SLOPES
NOT SHOWN, CONCRETE CURB HEIGHTS AND LOCATIONS NOT SHOWN, AND SLAB
AND WALL OPENING SIZES AND LOCATIONS NOT SHOWN.
4. SEE S4 SERIES SHEETS FOR COLUMN DETAILS AND SCHEDULES.
5. "SW-#" INDICATES SHEAR WALL. SEE S5 SERIES SHEETS FOR SHEAR WALL
DETAILS AND ELEVATIONS.
6 "CB###(AXB)" INDICATES CONCRETE BEAM A" WIDE BY B" DEEP (DEPTH
MEASURED FROM TOP OF SLAB TO UNDERSIDE OF BEAM). SEE S6 SERIES
SHEETS FOR CONCRETE BEAM DETAILS AND SCHEDULES.
7. "PB###(AXB)" INDICATES POST-TENSIONED CONCRETE BEAM A" WIDE BY
B" DEEP (DEPTH MEASURED FROM TOP OF SLAB TO UNDERSIDE OF BEAM).
SEE S7 SERIES SHEETS FOR POST-TENSIONED CONCRETE BEAM DETAILS
AND SCHEDULES.
8. SEE 1/S3-21 FOR TYPICAL SLAB REINFORCING. FOR SLABS NOT TYPICAL,
"S#" INDICATES CONCRETE SLAB TYPE (SEE 2/S3-21 FOR DETAILS AND
SCHEDULE).
9. INDICATES LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
10. INDICATES NON-LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
11. AT PARKING GARAGE SLABS: TOP OF SLAB ELEVATIONS SHOWN FOR REFERENCE.
SEE ARCHITECTURAL DRAWINGS FOR TOP OF SLAB ELEVATIONS AND FOR SLOPES
TO DRAINS.LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:11:48 PMS1−03
08.14.18LEVEL 3 − P3 FRAMING PLAN401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
0'4' - 0" 8' - 0" 16' - 0"
SCALE= 1/8" = 1'-0"
1 LEVEL 3 - P3 FRAMING PLAN
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
S17S20
S21S22S22S23S24S3S19S3S18S3S10S11S9S25S25S25S9
S9
S12 S10
S26
S17
S11
1
1
8
8234
5
5 6
A
A
B
E.0.7
FF
C.1
D.1
E.8
A.6.1
C
D
4.93.92.91.8
A.3
E
7.8
7.8
5.8 6.8
A.7
2.8
2.8
5.7
5.7
B.8B.8
D.4
D.4
C.8C.8
C.9C.9
B.1
7.1
PB120 (44 x 23)PB101 (18 x 23)PB101 (18 x 23)PB101 (18 x 23)PB114 (40 x 23)PB115 (40 x 23)PB116 (40 x 23)PB101 (18 x 23)PB101 (18 x 23)PB101 (18 x 23)PB121 (44 x 23)PB101 (18 x 23)
PB101 (18 x 23)PB123 (44 x 23)PB124 (44 x 23)PB108 (34 x 23)
PB103 (36 x 23)
CB007 (18 x 23)PB137 (18 x 23)PB136 (18 x 23)
PB101 (18 x 23)CB001 (12 x 23)PB107 (18 x 23)CB009 (12 x 23)CB010 (12 x 23)
CB011 (8 x 23)
PB130 (18 x 23)
PB134 (18 x 23)PB101 (18 x 23)PB110 (30 x 23)PB111 (30 x 23)
PB135 (18 x 23)CB006 (18 x 23)CB006 (18 x 23)PB101 (18 x 23)PB101 (18 x 23)PB101 (18 x 23)PB004 (36 x 23)CB005 (30 x 23)PB128 (48 x 23)PB125 (32 x 23)PB118 (40 x 23)PB119 (40 x 23)
PB102 (24 x 23)
PB102 (24 x 23)
PB117 (40 x 23)PB101 (18 x 23)PB127 (48 x 23)PB102 (24 x 23)
PB102 (24 x 23)PB106 (48 x 23)CB004 (8 x 23)PB129 (60 x 23)SW-1APB113 (40 x 23)
PB109 (30 x 23)PB005 (40 x 23)PB106 (48 x 23)PB122 (44 x 23)PB131 (48 x 23)SW-2ASW-3ASW-4A
SW-5A
SW-6A
5" ONE-WAY REINF. CONCRETE
SLAB
HSS8x4x1/4HSS8x4x1/4
HSS8x4x1/4RAMP UP
FROM P3
RAMP UP
TO P5 RAMP UPRAMP UP18 x 18
18 x 18
18 x 36
18 x 30
18 x 18
18 x 18
18 x 18
18 x 30
BARRIER CABLE
ANCHOR POST
BARRIER CABLE
ANCHOR POST
BARRIER CABLE
ANCHOR POST
BARRIER CABLE
ANCHOR POST
BARRIER CABLE
ANCHOR POST
BARRIER CABLE
ANCHOR POST
BARRIER CABLE
ANCHOR POST
BARRIER CABLE
ANCHOR POST
RAMP UP RAMP UP
PB132 (30 x 23)
PB134 (18 x 23)CB001 (12 x 23)E.9
5.9CB001 (12 x 23)4
S7-02
____________4
S7-02
____________
4
S7-02
____________PB101 (18 x 23)PB101 (18 x 23)PB126 (48 x 23)PB112 (34 x 23)(18/34 x 23)(34/18 x 23)CB001 (12 x 23)PB133 (30 x 23)CB006 (18 x 23)CB004 (8 x 23)CB006 (18 x 23)- SEE NOTE 8
CB006 (18 x 23)1
S7-03
____________SEE ARCH. FOR
CONCRETE CURB
LOCATIONS, TYP.
12
S3-22
____________
12
S3-22
____________
___________9
S4-01
HSS8x4x1/4
4
S7-02
____________
HATCHING INDICATES
TOPPING OR RAISED SLAB.
SEE 1/S3-01
7
S3-02
____________
10
S3-02
____________
7
S3-02
____________
10
S3-02
____________
7
S3-02
____________10
S3-02
____________
7
S3-02
____________
7
S3-02
____________
D.2
T/SLAB=
751'-7"
T/SLAB=
754'-0"
T/SLAB=
757'-4"
T/SLAB=
758'-1"
T/SLAB=
754'-6"
BARRIER CABLES -
SEE ARCH.
BARRIER CABLES -
SEE ARCH.
SEE 2/S3-41
SEE 2/S3-41
SEE 2/S3-41
SEE 2/S3-41
SEE 2/S3-41
SEE 2/S3-41
SEE 2/S3-41
SEE 2/S3-41
BARRIER CABLE
ANCHOR COL.
SEE 4/S3-41
BARRIER CABLES -
SEE ARCH.
BARRIER CABLES -
SEE ARCH.
15A
S3-22
____________
15A
S3-22
____________
15
S3-22
____________
15
S3-22
____________
1'-3"1'-3"1'-3"1'-3"15A
S3-22
____________
15A
S3-22
____________
BARRIER CABLES -
SEE ARCH.
___________6
S3-41
CB003 (12 x 23)CB002 (12 x 23)CB003 (12 x 23)CB004 (8 x 23)23'-11"22'-3" 2'-9" 25'-0"25'-0" 2'-6" 21'-10"
8"1'-2"23'-10"21'-1"1'-4"6'-4"25'-0"14'-0"9'-11"1'-1"8'-10"6"15'-8"5'-9"19'-3"10'-0"4'-3"11'-6"26'-5"19'-9" 5'-3" 25'-0"25'-0"21'-10" 3'-2" 28'-6"15'-1"1'-4"2'-0"31'-10"11'-6"13'-6"6'-4"6"18'-2"3'-3"21'-9"6'-2"17'-1"SHEET NOTES:
1. SEE S0 SERIES SHEETS FOR STRUCTURAL NOTES.
2. SEE S3-0 SERIES SHEETS FOR TYPICAL FRAMING DETAILS.
3. SEE ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB DIMENSIONS NOT
SHOWN, SLAB DEPRESSION DEPTHS AND LOCATIONS NOT SHOWN, SLAB SLOPES
NOT SHOWN, CONCRETE CURB HEIGHTS AND LOCATIONS NOT SHOWN, AND SLAB
AND WALL OPENING SIZES AND LOCATIONS NOT SHOWN.
4. SEE S4 SERIES SHEETS FOR COLUMN DETAILS AND SCHEDULES.
5. "SW-#" INDICATES SHEAR WALL. SEE S5 SERIES SHEETS FOR SHEAR WALL
DETAILS AND ELEVATIONS.
6 "CB###(AXB)" INDICATES CONCRETE BEAM A" WIDE BY B" DEEP (DEPTH
MEASURED FROM TOP OF SLAB TO UNDERSIDE OF BEAM). SEE S6 SERIES
SHEETS FOR CONCRETE BEAM DETAILS AND SCHEDULES.
7. "PB###(AXB)" INDICATES POST-TENSIONED CONCRETE BEAM A" WIDE BY
B" DEEP (DEPTH MEASURED FROM TOP OF SLAB TO UNDERSIDE OF BEAM).
SEE S7 SERIES SHEETS FOR POST-TENSIONED CONCRETE BEAM DETAILS
AND SCHEDULES.
8. SEE 1/S3-21 FOR TYPICAL SLAB REINFORCING. FOR SLABS NOT TYPICAL,
"S#" INDICATES CONCRETE SLAB TYPE (SEE 2/S3-21 FOR DETAILS AND
SCHEDULE).
9. INDICATES LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
10. INDICATES NON-LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
11. AT PARKING GARAGE SLABS: TOP OF SLAB ELEVATIONS SHOWN FOR REFERENCE.
SEE ARCHITECTURAL DRAWINGS FOR TOP OF SLAB ELEVATIONS AND FOR SLOPES
TO DRAINS.LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:11:52 PMS1−04
08.14.18LEVEL 4 − P4 FRAMING PLAN401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
0'4' - 0" 8' - 0" 16' - 0"
SCALE= 1/8" = 1'-0"
1 LEVEL 4 - P4 FRAMING PLAN
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
S17S20
S21S22S22S23S24S3S19S3S18S3S10S11S9S25S25S25S9
S9
S12 S10
S26
S17
S11
1
1
8
8234
5
5 6
A
A
B
E.0.7
FF
C.1
D.1
E.8
A.6.1
C
D
4.93.92.91.8
A.3
E
7.8
7.8
5.8 6.8
A.7
2.8
2.8
5.7
5.7
B.8B.8
D.4
D.4
C.8C.8
C.9C.9
B.1
7.1
SW-1APB120 (44 x 23)PB113 (40 x 23)PB114 (40 x 23)PB101 (18 x 23)PB101 (18 x 23)PB101 (18 x 23)PB121 (44 x 23)PB122 (44 x 23)PB131 (48 x 23)
PB101 (18 x 23)
PB101 (18 x 23)PB123 (44 x 23)PB124 (44 x 23)PB101 (18 x 23)
PB103 (36 x 23)
PB108 (34 x 23)PB107 (18 x 23)
CB007 (18 x 23)
PB136 (18 x 23)PB137 (18 x 23)CB001 (12 x 23)PB129 (60 x 23)PB109 (30 x 23)
PB130 (18 x 23)PB101 (18 x 23)PB134 (18 x 23)
PB110 (30 x 23)PB111 (30 x 23)PB101 (18 x 23)PB101 (18 x 23)PB101 (18 x 23)CB006 (18 x 23)PB135 (18 x 23)CB006 (18 x 23)PB112 (34 x 23)PB126 (48 x 23)PB127 (48 x 23)PB128 (48 x 23)CB005 (30 x 23)
PB106 (48 x 23)PB104 (36 x 23)PB101 (18 x 23)PB101 (18 x 23)CB002 (12 x 23)CB003 (12 x 23)
CB003 (12 x 23)
CB001 (12 x 23)
PB118 (40 x 23)PB119 (40 x 23)PB125 (32 x 23)PB102 (24 x 23)
PB102 (24 x 23)
PB116 (40 x 23)PB117 (40 x 23)PB106 (48 x 23)PB101 (18 x 23)PB101 (18 x 23)PB133 (30 x 23)CB004 (8 x 23)CB001 (12 x 23)PB115 (40 x 23)
PB132 (30 x 23)PB101 (18 x 23)PB101 (18 x 23)PB134 (18 x 23)SW-2ASW-3ASW-4A
SW-5A
SW-6A
5" ONE-WAY REINF. CONCRETE
SLAB
HSS8x4x1/4HSS8x4x1/4
CB004 (8 x 23)HSS8x4x1/4RAMP UP
FROM LEVEL
BELOW
RAMP UP
TO LEVEL
ABOVERAMP UPBARRIER CABLE
ANCHOR POST
BARRIER CABLE
ANCHOR POST
BARRIER CABLE
ANCHOR POST
BARRIER CABLE
ANCHOR POST
BARRIER CABLE
ANCHOR POST
BARRIER CABLE
ANCHOR POST
BARRIER CABLE
ANCHOR POST
BARRIER CABLE
ANCHOR POST
18 x 18
18 x 18
18 x 36
18 x 30
18 x 18
18 x 18
18 x 18
18 x 30
RAMP UP RAMP UP
CB010 (12 x 23)CB001 (12 x 23)5.9
- SEE NOTE 8
1
S7-03
____________
4
S7-02
____________CB009 (12 x 23)4
S7-02
____________
(18/34 x 23)(34/18 x 23)PB105 (40 x 23)4
S7-02
____________
CB004 (8 x 23)CB001 (12 x 23)CB006 (18 x 23)CB006 (18 x 23)CB011 (8 x 23)CB006 (18 x 23)PB135 (18 x 23)
SEE ARCH. FOR
CONCRETE CURB
LOCATIONS, TYP.
12
S3-22
____________
12
S3-22
____________
PB102 (24 x 23)
PB102 (24 x 23)
4
S7-02
____________
___________9
S4-01
HSS8x4x1/4
HATCHING INDICATES
TOPPING OR RAISED SLAB.
SEE 1/S3-01
7
S3-02
____________
10
S3-02
____________
7
S3-02
____________
10
S3-02
____________
7
S3-02
____________10
S3-02
____________
7
S3-02
____________
7
S3-02
____________
D.2
T/SLAB=
762'-7"
T/SLAB=
765'-0"
T/SLAB=
768'-1"
T/SLAB=
768'-1"
T/SLAB=
765'-6"
(NOTE 12)
(NOTE 12)(NOTE 12)
(NOTE 12)
(NOTE 12)
BARRIER CABLES -
SEE ARCH.
BARRIER CABLES -
SEE ARCH.
SEE 2/S3-41
SEE 2/S3-41
SEE 2/S3-41
SEE 2/S3-41
SEE 2/S3-41
SEE 2/S3-41
SEE 2/S3-41
SEE 2/S3-41
BARRIER CABLE
ANCHOR COL.
SEE 4/S3-41
BARRIER CABLES -
SEE ARCH.
BARRIER CABLES -
SEE ARCH.
15A
S3-22
____________
15A
S3-22
____________
15
S3-22
____________
15
S3-22
____________
1'-3"1'-3"1'-3"1'-3"15A
S3-22
____________
15A
S3-22
____________
BARRIER CABLES -
SEE ARCH.
___________6
S3-41
23'-11"22'-3" 2'-9" 25'-0"25'-0" 2'-6" 21'-10"
8"1'-2"23'-10"21'-1"1'-4"6'-4"25'-0"14'-0"9'-11"1'-1"8'-10"6"15'-8"5'-9"19'-3"10'-0"4'-3"11'-6"26'-5"19'-9" 5'-3" 25'-0"25'-0"21'-10" 3'-2" 28'-6"15'-1"1'-4"33'-10"11'-6"13'-6"6'-4"6"18'-2"3'-3"21'-9"6'-2"17'-1"SHEET NOTES:
1. SEE S0 SERIES SHEETS FOR STRUCTURAL NOTES.
2. SEE S3-0 SERIES SHEETS FOR TYPICAL FRAMING DETAILS.
3. SEE ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB DIMENSIONS NOT
SHOWN, SLAB DEPRESSION DEPTHS AND LOCATIONS NOT SHOWN, SLAB SLOPES
NOT SHOWN, CONCRETE CURB HEIGHTS AND LOCATIONS NOT SHOWN, AND SLAB
AND WALL OPENING SIZES AND LOCATIONS NOT SHOWN.
4. SEE S4 SERIES SHEETS FOR COLUMN DETAILS AND SCHEDULES.
5. "SW-#" INDICATES SHEAR WALL. SEE S5 SERIES SHEETS FOR SHEAR WALL
DETAILS AND ELEVATIONS.
6 "CB###(AXB)" INDICATES CONCRETE BEAM A" WIDE BY B" DEEP (DEPTH
MEASURED FROM TOP OF SLAB TO UNDERSIDE OF BEAM). SEE S6 SERIES
SHEETS FOR CONCRETE BEAM DETAILS AND SCHEDULES.
7. "PB###(AXB)" INDICATES POST-TENSIONED CONCRETE BEAM A" WIDE BY
B" DEEP (DEPTH MEASURED FROM TOP OF SLAB TO UNDERSIDE OF BEAM).
SEE S7 SERIES SHEETS FOR POST-TENSIONED CONCRETE BEAM DETAILS
AND SCHEDULES.
8. SEE 1/S3-21 FOR TYPICAL SLAB REINFORCING. FOR SLABS NOT TYPICAL,
"S#" INDICATES CONCRETE SLAB TYPE (SEE 2/S3-21 FOR DETAILS AND
SCHEDULE).
9. INDICATES LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
10. INDICATES NON-LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
11. AT PARKING GARAGE SLABS: TOP OF SLAB ELEVATIONS SHOWN FOR REFERENCE.
SEE ARCHITECTURAL DRAWINGS FOR TOP OF SLAB ELEVATIONS AND FOR SLOPES
TO DRAINS.
12. T/SLAB ELEVATIONS SHOWN FOR LEVEL 5. SEE T/SLAB ELEVATION TABLE ON THIS
SHEET FOR CORRESPONDING ELEVATIONS AT LEVELS 6 AND 7.
3
A
A
A.3
2.8
2.8 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:11:58 PMS1−05
08.14.18LEVEL 5 − P5 TO 7 − P7 FRAMING PLAN401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
0'4' - 0" 8' - 0" 16' - 0"
SCALE= 1/8" = 1'-0"
1 LEVEL 5 - P5 TO 7 - P7 FRAMING PLAN
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
CORRESPONDING T/SLAB ELEVATIONS
LEVEL 5 - P5 762'-7" 765'-0" 765'-6" 768'-1"
LEVEL 6 - P6 772'-7" 775'-0" 775'-6" 778'-1"
LEVEL 7 - P7 782'-7" 785'-0" 785'-6" 788'-1"0'4' - 0" 8' - 0" 16' - 0"
SCALE= 1/8" = 1'-0"
2 LEVEL 7 - P7 PARTIAL FRAMING PLAN
08/14/18
S17S20
S21S22S22S23S24S3S19S3S18S10S11S9S25S25S11
S9
S9
S16
S10
S11
S17
SHEET NOTES:
1. SEE S0 SERIES SHEETS FOR STRUCTURAL NOTES.
2. SEE S3-0 SERIES SHEETS FOR TYPICAL FRAMING DETAILS.
3. SEE ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB DIMENSIONS NOT
SHOWN, SLAB DEPRESSION DEPTHS AND LOCATIONS NOT SHOWN, SLAB SLOPES
NOT SHOWN, CONCRETE CURB HEIGHTS AND LOCATIONS NOT SHOWN, AND SLAB
AND WALL OPENING SIZES AND LOCATIONS NOT SHOWN.
4. SEE S4 SERIES SHEETS FOR COLUMN DETAILS AND SCHEDULES.
5. "SW-#" INDICATES SHEAR WALL. SEE S5 SERIES SHEETS FOR SHEAR WALL
DETAILS AND ELEVATIONS.
6 "CB###(AXB)" INDICATES CONCRETE BEAM A" WIDE BY B" DEEP (DEPTH
MEASURED FROM TOP OF SLAB TO UNDERSIDE OF BEAM). SEE S6 SERIES
SHEETS FOR CONCRETE BEAM DETAILS AND SCHEDULES.
7. "PB###(AXB)" INDICATES POST-TENSIONED CONCRETE BEAM A" WIDE BY
B" DEEP (DEPTH MEASURED FROM TOP OF SLAB TO UNDERSIDE OF BEAM).
SEE S7 SERIES SHEETS FOR POST-TENSIONED CONCRETE BEAM DETAILS
AND SCHEDULES.
8. SEE 1/S3-21 FOR TYPICAL SLAB REINFORCING. FOR SLABS NOT TYPICAL,
"S#" INDICATES CONCRETE SLAB TYPE (SEE 2/S3-21 FOR DETAILS AND
SCHEDULE).
9. INDICATES LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
10. INDICATES NON-LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
11. AT PARKING GARAGE SLABS: TOP OF SLAB ELEVATIONS SHOWN FOR REFERENCE.
SEE ARCHITECTURAL DRAWINGS FOR TOP OF SLAB ELEVATIONS AND FOR SLOPES
TO DRAINS.
1
1
8
8234
5
5 6
A
A
B
E.0.7
FF
C.1
D.1
E.8
A.6.1
C
D
4.93.92.91.8
A.3
E
7.8
7.8
5.8 6.8
A.7
2.8
2.8
5.7
5.7
B.8B.8
D.4
D.4
C.8C.8
C.9C.9
B.1
7.1
SW-1ASW-2ASW-3ASW-4A
SW-5A
SW-6AHSS8x4x1/4HSS8x4x1/4
HSS8x4x1/45.9
1'-4"PB120 (44 x 23)PB113 (40 x 23)PB114 (40 x 23)PB101 (18 x 23)PB101 (18 x 23)PB101 (18 x 23)PB121 (44 x 23)PB122 (44 x 23)PB131 (48 x 23)
PB101 (18 x 23)
PB101 (18 x 23)PB123 (44 x 23)PB124 (44 x 23)PB101 (18 x 23)
PB103 (36 x 23)
PB108 (34 x 23)PB107 (18 x 23)
CB007 (18 x 23)
PB136 (18 x 23)PB137 (18 x 23)PB106 (48 x 23)PB109 (30 x 23)
PB130 (18 x 23)PB101 (18 x 23)PB134 (18 x 23)
PB110 (30 x 23)PB111 (30 x 23)PB101 (18 x 23)PB101 (18 x 23)PB101 (18 x 23)CB006 (18 x 23)PB135 (18 x 23)CB006 (18 x 23)PB112 (34 x 23)PB126 (48 x 23)PB127 (48 x 23)PB128 (48 x 23)CB005 (30 x 23)
PB106 (48 x 23)PB104 (36 x 23)PB101 (18 x 23)PB101 (18 x 23)CB002 (12 x 23)CB003 (12 x 23)
CB003 (12 x 23)
CB001 (12 x 23)
PB166 (40 x 23)PB167 (40 x 23)PB125 (32 x 23)PB102 (24 x 23)
PB102 (24 x 23)
PB165 (40 x 23)PB106 (48 x 23)PB101 (18 x 23)CB018 (30 x 23)CB004 (8 x 23)CB001 (12 x 23)CB018 (30 x 23)
PB115 (40 x 23)
PB132 (30 x 23)PB101 (18 x 23)PB101 (18 x 23)PB134 (18 x 23)CB004 (8 x 23)CB001 (12 x 23)CB010 (12 x 23)CB011 (8 x 23)PB105 (40 x 23)CB009 (12 x 23)PB102 (24 x 23)CB006 (18 x 23)CB006 (18 x 23)CB004 (8 x 23)PB164 (30 x 23)PB102 (24 x 23)PB163 (30 x 23)RAMP UP
FROM LEVEL
BELOW
RAMP UPRAMP UPBARRIER CABLE
ANCHOR POST
BARRIER CABLE
ANCHOR POST
BARRIER CABLE
ANCHOR POST
BARRIER CABLE
ANCHOR POST
BARRIER CABLE
ANCHOR POST
BARRIER CABLE
ANCHOR POST
BARRIER CABLE
ANCHOR POST
BARRIER CABLE
ANCHOR POST
RAMP UP RAMP UP
1
S7-03
____________
4
S7-02
____________
4
S7-02
____________
SEE ARCH. FOR
CONCRETE CURB
LOCATIONS, TYP.
12
S3-22
____________
(18/34 x 23)(34/18 x 23)18 x 18
18 x 36
18 x 30
18 x 18
18 x 18
18 x 18
18 x 30
18 x 18
5" ONE-WAY REINF. CONCRETE
SLAB - SEE NOTE 8
4
S7-02
____________
14
S3-22
____________
13
S3-22
____________
HSS8x4x1/4
HATCHING INDICATES
TOPPING OR RAISED SLAB.
SEE 1/S3-01
7
S3-02
____________
10
S3-02
____________
7
S3-02
____________
10
S3-02
____________
7
S3-02
____________10
S3-02
____________
7
S3-02
____________
D.2
T/SLAB=
792'-7"
T/SLAB=
795'-0"
T/SLAB=
798'-1"
T/SLAB=
798'-1"
T/SLAB=
795'-6"
T/SLAB=
799'-10 1/2"
BARRIER CABLES -
SEE ARCH.
BARRIER CABLES -
SEE ARCH.
SEE 2/S3-41
SEE 2/S3-41
SEE 2/S3-41
SEE 2/S3-41
SEE 2/S3-41
SEE 2/S3-41
SEE 2/S3-41
SEE 2/S3-41
BARRIER CABLE
ANCHOR COL.
SEE 4/S3-41
BARRIER CABLES -
SEE ARCH.
BARRIER CABLES -
SEE ARCH.
BARRIER CABLE
ANCHOR COL.
SEE 4/S3-41
BARRIER CABLES -
SEE ARCH.
15A
S3-22
____________
15A
S3-22
____________
15
S3-22
____________
15
S3-22
____________
15A
S3-22
____________1'-3"1'-3"1'-3"1'-3"1'-3"
15
S3-22
____________
15A
S3-22
____________
BARRIER CABLES -
SEE ARCH.
___________6
S3-41
23'-11"22'-3" 2'-9" 25'-0"25'-0" 2'-6" 21'-10"
8"1'-2"23'-10"21'-1"1'-4"6'-4"25'-0"14'-0"9'-11"1'-1"8'-10"6"15'-8"5'-9"19'-3"10'-0"4'-3"11'-6"26'-5"19'-9" 5'-3" 25'-0"25'-0"21'-10" 3'-2" 28'-6"15'-1"1'-4"33'-10"11'-6"13'-6"6'-4"6"18'-2"3'-3"21'-9"6'-2"17'-1"LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:12:02 PMS1−08
08.14.18LEVEL 8 − P8 FRAMING PLAN401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
0'4' - 0" 8' - 0" 16' - 0"
SCALE= 1/8" = 1'-0"
1 LEVEL 8 - P8 FRAMING PLAN
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
1
1
8
8234
5
5 6
A
A
B
E.0.7
FF
C.1
D.1
E.8
A.6.1
C
D
4.93.92.91.8
A.3
E
7.8
7.8
5.8 6.8
A.7
2.8
2.8
5.7
5.7
B.8B.8
D.4
D.4
B.1
7.1
SW-1ASW-2ASW-3ASW-4A
SW-5A
SW-6A
5.9
D.2
HSS12x12x3/8 HSS12x12x3/8 HSS12x12x3/8
HSS12x12x3/8
HSS12x12x3/8HSS12x12x3/8
HSS12x12x3/8HSS12x12x3/8HSS12x12x3/8HSS12x12x3/8HSS12x12x3/8HSS12x12x3/8HSS12x12x3/8 HSS12x12x3/8HSS12x12x3/8
T/SLAB EL. = 801'-4"
6 1/4"-LIGHTWEIGHT STUCTURAL CONC.
SLAB W/ WWF 6x6-W1.4xW1.4 AND 3"
COMPOSITE DECK (6 1/4" TOTAL DEPTH)5'-5 1/4"12'-11 1/2"12'-11 1/2"6'-7 3/4" 13'-0 3/4" 13'-0 3/4" 13'-0 3/4"
W10x12
W10x12
W10x12
W10x12
W10x12
W10x12W10x12W10x12W10x12W10x12W10x12W10x12W10x12W10x12W10x12W10x12W10x12W10x12W10x12
W10x12W10x12 W10x12 W10x12 W10x12
(12) HSS4x4x1/4
HANGERS
W10x128
S3-53
____________
8
S3-53
____________
8
S3-53
____________
OPP.
HAND
8
S3-53
____________
OPP.
HAND
8
S3-53
____________
SIM.
8
S3-53
____________
OPP.
HAND
6
S3-53
____________
23'-11"22'-3" 2'-9" 25'-0"25'-0" 2'-6" 21'-10"
8"1'-2"23'-10"21'-1"1'-4"
26'-5"19'-9" 5'-3" 25'-0"25'-0"21'-10" 3'-2" 28'-6"15'-1"1'-4"6'-4"25'-0"14'-0"9'-11"1'-1"25'-0"5'-9"19'-3"10'-0"4'-3"11'-6"33'-10"11'-6"13'-6"25'-0"3'-3"21'-9"6'-2"17'-1"SHEET NOTES:
1. SEE S0 SERIES SHEETS FOR STRUCTURAL NOTES.LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:12:06 PMS1−08.5
08.14.18LEVEL 8.5 − P8.5 FRAMING PLAN401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
0'4' - 0" 8' - 0" 16' - 0"
SCALE= 1/8" = 1'-0"
1 LEVEL 8.5 - P8.5 FRAMING PLAN
08/14/18
S1S1
S4
S5S6S6S7S8S34S10S11S9S12
S13
S9
S14
S13
S10
S13
S13
S15
S15
S10
S13 S13 S13 S13 S10
S13
S16S16
S10
S13
S10S3S2S3S2
1
1
8
8234
5
5 6
A
A
B
E.0.7
FF
C.1
D.1
E.8
A.6.1
C
D
4.93.92.91.8
A.3
E
7.8
7.8
5.8 6.8
A.7
2.8
2.8
5.7
5.7
B.8B.8
D.4
D.4
B.1
7.1
SW-1ACB005 (30 x 23)
PB006 (48 x 23)PB005 (40 x 23)PB012 (34 x 23)PB011 (30 x 23)PB008 (34 x 23)PB009 (30 x 23)PB010 (30 x 23)PB004 (36 x 23)PB006 (48 x 23)PB001 (18 x 23)PB001 (18 x 23)PB001 (18 x 23)PB001 (18 x 23)PB001 (18 x 23)PB001 (18 x 23)PB001 (18 x 23)PB002 (24 x 23)
PB002 (24 x 23)
PB002 (24 x 23)
PB002 (24 x 23)
PB031 (48 x 23)
PB001 (18 x 23)
PB001 (18 x 23)
PB001 (18 x 23)
PB001 (18 x 23)
PB003 (18 x 23)PB006 (48 x 23)PB001 (18 x 23)PB001 (18 x 23)PB001 (18 x 23)PB001 (18 x 23)PB001 (18 x 23)PB001 (18 x 23)CB003 (12 x 23)
CB003 (12 x 23)CB002 (12 x 23)CB001 (12 x 23)
PB032 (18 x 23)PB033 (18 x 23)
PB030 (18 x 23)PB029 (18 x 23)PB029 (18 x 23)PB029 (18 x 23)PB029 (18 x 23)PB029 (18 x 23)CB001 (12 x 23)CB004 (8 x 23)CB001 (12 x 23)PB020 (44 x 23)PB021 (44 x 23)PB022 (44 x 23)PB023 (44 x 23)PB024 (44 x 23)PB013 (40 x 23)PB014 (40 x 23)PB015 (40 x 23)PB016 (40 x 23)PB017 (40 x 23)PB018 (40 x 23)PB019 (40 x 23)PB025 (32 x 23)PB026 (48 x 23)PB027 (48 x 23)PB028 (48 x 23)PB007 (18 x 23)SW-2ASW-3ASW-4A
SW-5A
SW-6A
T/SLAB EL. = 811'-3"
5" ONE-WAY REINF. CONCRETE
SLAB
HSS8x4x1/4HSS8x4x1/4
CB004 (8 x 23)HSS8x4x1/4CB001 (12 x 23)
CB001 (12 x 23)
CB001 (12 x 23)
CB001 (12 x 23)
CB001 (12 x 23)
CB001 (12 x 23)
CB001 (12 x 23)
CB001 (12 x 23)CB004 (8 x 23)5.9
(18/34 x 23)(34/18 x 23)
- SEE NOTE 8
1
S7-03
____________
HSS8x4x1/4
CB003 (12 x 23)7
S3-02
____________
10
S3-02
____________
7
S3-02
____________
10
S3-02
____________
4
S6-02
____________
7
S3-02
____________
10
S3-02
____________
7
S3-02
____________
10
S3-02
____________
7
S3-02
____________10
S3-02
____________
7
S3-02
____________
4
S6-02
____________
D.2
16
S3-22
____________
16
S3-22
____________
16
S3-22
____________
16
S3-22
____________CB019 (24 x 23)CB020 (24 x 23)CB021 (24 x 23)STAIR PLATFORM
BELOW - SEE S1-08.5
(12) HSS4x4
HANGERS FOR
PLATFORM BELOW -
SEE S1-08.5
6
S3-53
____________
23'-11"22'-3" 2'-9" 25'-0"25'-0" 2'-6" 21'-10"
8"1'-2"23'-10"21'-1"1'-4"
26'-5"19'-9" 5'-3" 25'-0"25'-0"21'-10" 3'-2" 28'-6"15'-1"1'-4"6'-4"25'-0"14'-0"9'-11"1'-1"25'-0"5'-9"19'-3"10'-0"4'-3"11'-6"33'-10"11'-6"13'-6"25'-0"3'-3"21'-9"6'-2"17'-1"SHEET NOTES:
1. SEE S0 SERIES SHEETS FOR STRUCTURAL NOTES.
2. SEE S3-0 SERIES SHEETS FOR TYPICAL FRAMING DETAILS.
3. SEE ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB DIMENSIONS NOT
SHOWN, SLAB DEPRESSION DEPTHS AND LOCATIONS NOT SHOWN, SLAB SLOPES
NOT SHOWN, CONCRETE CURB HEIGHTS AND LOCATIONS NOT SHOWN, AND SLAB
AND WALL OPENING SIZES AND LOCATIONS NOT SHOWN.
4. SEE S4 SERIES SHEETS FOR COLUMN DETAILS AND SCHEDULES.
5. "SW-#" INDICATES SHEAR WALL. SEE S5 SERIES SHEETS FOR SHEAR WALL
DETAILS AND ELEVATIONS.
6 "CB###(AXB)" INDICATES CONCRETE BEAM A" WIDE BY B" DEEP (DEPTH
MEASURED FROM TOP OF SLAB TO UNDERSIDE OF BEAM). SEE S6 SERIES
SHEETS FOR CONCRETE BEAM DETAILS AND SCHEDULES.
7. "PB###(AXB)" INDICATES POST-TENSIONED CONCRETE BEAM A" WIDE BY
B" DEEP (DEPTH MEASURED FROM TOP OF SLAB TO UNDERSIDE OF BEAM).
SEE S7 SERIES SHEETS FOR POST-TENSIONED CONCRETE BEAM DETAILS
AND SCHEDULES.
8. SEE 1/S3-21 FOR TYPICAL SLAB REINFORCING. FOR SLABS NOT TYPICAL,
"S#" INDICATES CONCRETE SLAB TYPE (SEE 2/S3-21 FOR DETAILS AND
SCHEDULE).
9. INDICATES LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
10. INDICATES NON-LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:12:10 PMS1−09
08.14.18LEVEL 9 − O1 FRAMING PLAN401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
0'4' - 0" 8' - 0" 16' - 0"
SCALE= 1/8" = 1'-0"
1 LEVEL 9 - O1 FRAMING PLAN
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
S1S1
S4
S5S6S6S7S8S3S2S10S11S9S12
S12
S13
S9
S14
S16
S11
S13
S10
S13
S10
S13 S13 S13 S10
S16
S13
S15
S15
S13
S13
S16S10
1
1
8
8234
5
5 6
A
A
B
E.0.7
FF
C.1
D.1
E.8
A.6.1
C
D
4.93.92.91.8
A.3
E
7.8
7.8
5.8 6.8
A.7
2.8
2.8
5.7
5.7
B.8B.8
D.4
D.4
B.1
7.1
SW-1ASW-2ACB005 (30 x 23)
PB006 (48 x 23)PB005 (40 x 23)PB012 (34 x 23)PB011 (30 x 23)PB008 (34 x 23)PB009 (30 x 23)PB010 (30 x 23)PB004 (36 x 23)PB006 (48 x 23)PB001 (18 x 23)PB001 (18 x 23)PB001 (18 x 23)PB001 (18 x 23)PB001 (18 x 23)PB001 (18 x 23)PB001 (18 x 23)PB002 (24 x 23)
PB002 (24 x 23)
PB002 (24 x 23)
PB002 (24 x 23)
PB031 (48 x 23)
PB001 (18 x 23)
PB001 (18 x 23)
PB001 (18 x 23)
PB001 (18 x 23)
PB003 (18 x 23)PB006 (48 x 23)PB001 (18 x 23)PB001 (18 x 23)PB001 (18 x 23)PB001 (18 x 23)PB001 (18 x 23)PB001 (18 x 23)CB003 (12 x 23)
CB003 (12 x 23)CB002 (12 x 23)CB001 (12 x 23)
PB032 (18 x 23)PB033 (18 x 23)
PB030 (18 x 23)PB029 (18 x 23)PB029 (18 x 23)PB029 (18 x 23)PB029 (18 x 23)PB029 (18 x 23)CB001 (12 x 23)
CB001 (12 x 23)CB004 (8 x 23)CB001 (12 x 23)PB020 (44 x 23)PB021 (44 x 23)PB022 (44 x 23)PB023 (44 x 23)PB024 (44 x 23)PB013 (40 x 23)PB014 (40 x 23)PB015 (40 x 23)PB016 (40 x 23)PB017 (40 x 23)PB018 (40 x 23)PB019 (40 x 23)PB025 (32 x 23)PB026 (48 x 23)PB027 (48 x 23)PB028 (48 x 23)SW-3ASW-4A
SW-5A
SW-6A
5" ONE-WAY REINF. CONCRETE
SLAB
HSS8x4x1/4HSS8x4x1/4
CB004 (8 x 23)HSS8x4x1/4HSS8x4x1/4
CB001 (12 x 23)
CB001 (12 x 23)
CB001 (12 x 23)
CB001 (12 x 23)
CB001 (12 x 23)
CB001 (12 x 23)
CB001 (12 x 23)
CB001 (12 x 23)
1
S7-03
____________
PB007 (18 x 23)(18/34 x 23)(34/18 x 23)
- SEE NOTE 8
CB004 (8 x 23)CB001 (12 x 23)CB004 (8 x 23)5.9
T/SLAB EL. = SEE TABLE
HSS8x4x1/4
7
S3-02
____________
10
S3-02
____________
7
S3-02
____________
10
S3-02
____________
7
S3-02
____________10
S3-02
____________
7
S3-02
____________
4
S6-02
____________
SEE 10/S3-02,
TYP. EA. END
SEE 10/S3-02
D.2
16
S3-22
____________
16
S3-22
____________
16
S3-22
____________
16
S3-22
____________
23'-11"22'-3" 2'-9" 25'-0"25'-0" 2'-6" 21'-10"
8"1'-2"23'-10"21'-1"1'-4"
26'-5"19'-9" 5'-3" 25'-0"25'-0"21'-10" 3'-2" 28'-6"15'-1"1'-4"6'-4"25'-0"14'-0"9'-11"1'-1"25'-0"5'-9"19'-3"10'-0"4'-3"11'-6"33'-10"11'-6"13'-6"25'-0"3'-3"21'-9"6'-2"17'-1"SHEET NOTES:
1. SEE S0 SERIES SHEETS FOR STRUCTURAL NOTES.
2. SEE S3-0 SERIES SHEETS FOR TYPICAL FRAMING DETAILS.
3. SEE ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB DIMENSIONS NOT
SHOWN, SLAB DEPRESSION DEPTHS AND LOCATIONS NOT SHOWN, SLAB SLOPES
NOT SHOWN, CONCRETE CURB HEIGHTS AND LOCATIONS NOT SHOWN, AND SLAB
AND WALL OPENING SIZES AND LOCATIONS NOT SHOWN.
4. SEE S4 SERIES SHEETS FOR COLUMN DETAILS AND SCHEDULES.
5. "SW-#" INDICATES SHEAR WALL. SEE S5 SERIES SHEETS FOR SHEAR WALL
DETAILS AND ELEVATIONS.
6 "CB###(AXB)" INDICATES CONCRETE BEAM A" WIDE BY B" DEEP (DEPTH
MEASURED FROM TOP OF SLAB TO UNDERSIDE OF BEAM). SEE S6 SERIES
SHEETS FOR CONCRETE BEAM DETAILS AND SCHEDULES.
7. "PB###(AXB)" INDICATES POST-TENSIONED CONCRETE BEAM A" WIDE BY
B" DEEP (DEPTH MEASURED FROM TOP OF SLAB TO UNDERSIDE OF BEAM).
SEE S7 SERIES SHEETS FOR POST-TENSIONED CONCRETE BEAM DETAILS
AND SCHEDULES.
8. SEE 1/S3-21 FOR TYPICAL SLAB REINFORCING. FOR SLABS NOT TYPICAL,
"S#" INDICATES CONCRETE SLAB TYPE (SEE 2/S3-21 FOR DETAILS AND
SCHEDULE).
9. INDICATES LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
10. INDICATES NON-LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:12:15 PMS1−10
08.14.18LEVEL 10−O2 TO 12−O4, 14−O5 TO 16−O7 FRAMING PLAN401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
0'4' - 0" 8' - 0" 16' - 0"
SCALE= 1/8" = 1'-0"
1
LEVEL 10 - O2 TO 12 - O4, 14 - O5 TO 16 - O7
FRAMING PLAN
T/SLAB ELEVATIONS
LEVEL 10 - O2 825'-6"
LEVEL 11 - O3 839'-9"
LEVEL 12 - O4 854'-0"
LEVEL 14 - O5 868'-3"
LEVEL 15 - O6 882'-6"
LEVEL 16 - O7 896'-9"
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
1
1
8
8234
5
5 6
A
A
B
E.0.7
FF
C.1
D.1
E.8
A.6.1
C
D
4.93.92.91.8
A.3
E
7.8
7.8
5.8 6.8
A.7
2.8
2.8
5.7
5.7
B.8B.8
D.4
D.4
B.1
7.1
SW-1BSW-2BCB034 (30 x 35)PB220 (40 x 35)PB218 (40 x 35)PB217 (30 x 23)PB214 (40 x 23)PB215 (30 x 23)PB216 (30 x 23)PB219 (36 x 35)PB207 (24 x 23)PB (66 x 72)PB207 (24 x 23)PB208 (24 x 23)PB209 (24 x 35)CB003 (12 x 23)
CB003 (12 x 23)CB002 (12 x 23)CB004 (8 x 23)
PB205 (18 x 23)PB206 (18 x 23)
PB (18 x 72)PB204 (18 x 23)PB204 (18 x 23)CB024 (18 x 23)CB024 (18 x 23)CB003 (12 x 23)
CB003 (12 x 23)CB004 (8 x 23)CB003 (12 x 23)PB (30 x 72)PB (30 x 23)PB (30 x 72)PB213 (24 x 23)PB (66 x 72)PB (76 x 72)PB210 (18 x 23)PB (66 x 72)PB211 (18 x 23)T/SLAB EL. = 915'-1"
5" ONE-WAY REINF. CONCRETE
SLAB
SW-3BSW-4B
SW-5B
SW-6B
COLUMN
STARTS
T/SLAB EL. = 910'-1"
12" TWO-WAY PT CONCRETE SLABHSS8x4x1/4CB004 (8 x 23)HSS8x4x1/4 CB003 (12 x 23)
CB003 (12 x 23)
CB003 (12 x 23)
CB003 (12 x 23)
CB023 (24 x 23)
CB023 (24 x 23)
(TYP, U.N.O.)CB032 (30 x 23)CB027 (30 x 23)CB028 (30 x 23)CB030 (30 x 23)CB029 (30 x 23)CB024 (18 x 23)CB024 (18 x 23)CB024 (18 x 23)CB022 (18 x 23)CB031 (30 x 23)T/SLAB EL. = 915'-1"
10" ONE-WAY REINF. CONCRETE
SLAB
T/SLAB EL. = 912'-7"
5" ONE-WAY REINF. CONCRETE
SLAB
COLUMN
STARTS
COLUMN
STARTS
COLUMN
STARTS
COLUMN
STARTS
CB003 (12 x 23)
CB003 (12 x 23)
COLUMN
STARTS
COLUMN
STARTS
5.9CB025 (18 x 30)CB025 (18 x 30)CB025 (18 x 30)CB025 (18 x 30)T/SLAB EL. = 915'-8"
6" ONE-WAY REINF. CONCRETE
SLAB @ POOL BOX
2'-6"PB203 (18 x 23)PB203 (18 x 23)PB203 (18 x 23)CB022 (18 x 23)CB022 (18 x 23)PB202 (18 x 23)PB202 (18 x 23)PB202 (18 x 23)T/SLAB EL. = 912'-7"
5" ONE-WAY REINF. CONCRETE
SLAB
T/SLAB EL. = 912'-7"
5" ONE-WAY REINF. CONCRETE
SLAB
T/SLAB EL. = 912'-7"
5" ONE-WAY REINF. CONCRETE
SLABPB201 (18 x 23)PB201 (18 x 23)PB201 (18 x 23)CB024 (18 x 23)CB024 (18 x 23)CB026 (18 x 53)2'-6"2'-6"PB207 (24 x 23)PB212 (18 x 23)CB026 (18 x 53)
2'-6"2'-6"
CB022 (18 x 23)
2'-6"2'-6"HATCHING INDICATES
TOPPING OR RAISED SLAB.
SEE 1/S3-01
T/SLAB EL. = 912'-7"
5" ONE-WAY REINF. CONCRETE
SLAB
T/SLAB EL. = 912'-7"
5" ONE-WAY REINF. CONCRETE
SLAB
CB033 (18 x 35)PB (66 x 72)CB004 (8 x 23)
(24/40 x 23)(40/24 x 35)
T/BEAM = 915'-1"
f'c = 7,000 PSI
f'c = 7,000 PSI
f'c = 7,000 PSI
f'c = 7,000 PSI
f'c = 7,000 PSI
f'c = 7,000 PSI
f'c = 7,000 PSI
f'c = 7,000 PSI
f'c = 7,000 PSI
f'c = 7,000 PSI
CB003 (12 x 23)2
S3-53
____________
7
S3-02
____________10
S3-02
____________
7
S3-02
____________SEE 10/S3-02,
TYP. EA. END
SEE 10/S3-02
D.2
16
S3-22
____________
16
S3-22
____________
SEE 4/S6-02
23'-11"22'-3" 2'-9" 25'-0"25'-0" 2'-6" 21'-10"
8"1'-2"23'-10"21'-1"1'-4"
26'-5"19'-9" 5'-3" 25'-0"25'-0"21'-10" 3'-2" 28'-6"15'-1"1'-4"6'-4"25'-0"14'-0"9'-11"1'-1"25'-0"5'-9"19'-3"10'-0"4'-3"11'-6"33'-10"11'-6"13'-6"25'-0"3'-3"21'-9"6'-2"17'-1"2
S7-03
____________
TRANSFER BM
OPENING IN
TRANSFER BM
OPENING IN
TRANSFER BM
OPENING IN
TRANSFER BM
OPENING IN
TRANSFER BM
OPENING IN
TRANSFER BMOPENING INTRANSFER BMOPENING INTRANSFER BM
OPENING IN
TRANSFER BM
OPENING IN
TRANSFER BM
OPENING IN
TRANSFER BM
OPENING IN
TRANSFER BM
OPENING IN
13
S3-53
____________
13
S3-53
____________
SHEET NOTES:
1. SEE S0 SERIES SHEETS FOR STRUCTURAL NOTES.
2. SEE S3-0 SERIES SHEETS FOR TYPICAL FRAMING DETAILS.
3. SEE ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB DIMENSIONS NOT
SHOWN, SLAB DEPRESSION DEPTHS AND LOCATIONS NOT SHOWN, SLAB SLOPES
NOT SHOWN, CONCRETE CURB HEIGHTS AND LOCATIONS NOT SHOWN, AND SLAB
AND WALL OPENING SIZES AND LOCATIONS NOT SHOWN.
4. SEE S4 SERIES SHEETS FOR COLUMN DETAILS AND SCHEDULES.
5. "SW-#" INDICATES SHEAR WALL. SEE S5 SERIES SHEETS FOR SHEAR WALL
DETAILS AND ELEVATIONS.
6 "CB###(AXB)" INDICATES CONCRETE BEAM A" WIDE BY B" DEEP (DEPTH
MEASURED FROM TOP OF SLAB TO UNDERSIDE OF BEAM). SEE S6 SERIES
SHEETS FOR CONCRETE BEAM DETAILS AND SCHEDULES.
7. "PB###(AXB)" INDICATES POST-TENSIONED CONCRETE BEAM A" WIDE BY
B" DEEP (DEPTH MEASURED FROM TOP OF SLAB TO UNDERSIDE OF BEAM).
SEE S7 SERIES SHEETS FOR POST-TENSIONED CONCRETE BEAM DETAILS
AND SCHEDULES.
8. SEE 1/S3-21 FOR TYPICAL SLAB REINFORCING. FOR SLABS NOT TYPICAL,
"S#" INDICATES CONCRETE SLAB TYPE (SEE 2/S3-21 FOR DETAILS AND
SCHEDULE).
9. INDICATES LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
10. INDICATES NON-LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:12:17 PMS1−17
08.14.18LEVEL 17 INTERSTITIAL FRAMING PLAN401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
0'4' - 0" 8' - 0" 16' - 0"
SCALE= 1/8" = 1'-0"
1 LEVEL 17 INTERSTITIAL FRAMING PLAN
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
1
1
8
8234
5
5 6
A
A
B
E.0.7
FF
7
C.1
D.1
E.8
A.6.1
C
D
4.93.92.91.8
A.3
E
7.8
7.8
5.8 6.8
A.7
2.8
2.8
5.7
5.7
B.8B.8
D.4
D.4
B.1
7.1
SW-1BT/SLAB EL. = 923'-10"
12" TWO-WAY PT CONCRETE SLAB
SW-2BSW-3BSW-4B
SW-5B
SW-6B
PB (48 x 165/177)PB (48 x 165)PB (30 x 177/171)CB (30 x 165/177)
PB (24 x 177)
PB (30 x 177/171)
PB (24 x 165/177)PB (30 x 177)PB (30 x 165/177)PB (30 x 177/171)
CB044 (12 x 20)
CB044 (12 x 20)
CB045 (8 x 20)CB043 (12 x 20)HSS8x4x1/4CB045 (8 x 20)COLUMN
STARTS
PB (36 x 146/158)12"12"CB041 (30 x 23)CB (30 x 116)CB036 (30 x 23)CB037 (30 x 23)CB038 (30 x 23)CB039 (30 x 23)PB (30 x 116/146)CB (24 x 116)PB (24 x 116)
PB (24 x 116)
PB226 (18 x 23)PB227 (18 x 23)
5
S3-61
PB221 (18 x 23)
PB221 (18 x 23)
PB221 (18 x 23)
CB035 (18 x 23)
T/SLAB EL. = 922'-10"
12" ONE-WAY PT CONCRETE SLAB
T/SLAB EL. = 922'-10"
8" ONE-WAY REINF. CONCRETE
SLABCB (18 x 23)COLUMN
STARTS
COLUMN
STARTS
COLUMN
STARTS
COLUMN
STARTS
COLUMN
STARTS
COLUMN
STARTS
COLUMN
STARTS
COLUMN
STARTS
COLUMN
STARTS
COLUMN
STARTS
COLUMN
STARTS
COLUMN
STARTS
COLUMN
STARTS
T/SLAB EL. = 922'-10"
12" ONE-WAY REINF. CONCRETE
SLAB
T/SLAB EL. = 922'-10"
8" ONE-WAY REINF. CONCRETE
SLAB
T/SLAB EL. = 922'-10"
8" ONE-WAY REINF. CONCRETE
SLAB
PB222 (36 x 20)PB223 (36 x 20)CB040 (30 x 23)CB042 (18 x 20)5.9CB (24 x 116)12"CB045 (8 x 20)HSS5x5x1/4
HSS5x5x1/4
HSS5x5x1/4
HSS5x5x1/4
7
S3-02
____________10
S3-02
____________
7
S3-02
____________
D.2
3
S3-53
____________
3
S3-53
____________
3
S3-53
____________
3
S3-53
____________
3
S3-53
____________
4
S3-53
____________4
S3-53
____________
4
S3-53
____________6"6"6"
HATCHING INDICATES
TOPPING OR RAISED SLAB.
SEE 1/S3-01PB225 (36 x 20)PB224 (36 x 20)9
S3-53
____________
9
S3-53
____________
10
S3-53
____________11
S3-53
____________
23'-11"22'-3" 2'-9" 25'-0"25'-0" 2'-6" 21'-10"
8"1'-2"23'-10"21'-1"1'-4"6'-4"25'-0"14'-0"9'-11"1'-1"25'-0"5'-9"19'-3"10'-0"4'-3"11'-6"33'-10"11'-6"13'-6"25'-0"3'-3"21'-9"6'-2"17'-1"26'-5"19'-9" 5'-3" 25'-0"25'-0"21'-10" 3'-2" 25'-0" 3'-6" 15'-1"
1'-4"
12
S3-53
____________
13
S3-53
____________
13
S3-53
____________
SHEET NOTES:
1. SEE S0 SERIES SHEETS FOR STRUCTURAL NOTES.
2. SEE S3-0 SERIES SHEETS FOR TYPICAL FRAMING DETAILS.
3. SEE ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB DIMENSIONS NOT
SHOWN, SLAB DEPRESSION DEPTHS AND LOCATIONS NOT SHOWN, SLAB SLOPES
NOT SHOWN, CONCRETE CURB HEIGHTS AND LOCATIONS NOT SHOWN, AND SLAB
AND WALL OPENING SIZES AND LOCATIONS NOT SHOWN.
4. SEE S4 SERIES SHEETS FOR COLUMN DETAILS AND SCHEDULES.
5. "SW-#" INDICATES SHEAR WALL. SEE S5 SERIES SHEETS FOR SHEAR WALL
DETAILS AND ELEVATIONS.
6 "CB###(AXB)" INDICATES CONCRETE BEAM A" WIDE BY B" DEEP (DEPTH
MEASURED FROM TOP OF SLAB TO UNDERSIDE OF BEAM). SEE S6 SERIES
SHEETS FOR CONCRETE BEAM DETAILS AND SCHEDULES.
7. "PB###(AXB)" INDICATES POST-TENSIONED CONCRETE BEAM A" WIDE BY
B" DEEP (DEPTH MEASURED FROM TOP OF SLAB TO UNDERSIDE OF BEAM).
SEE S7 SERIES SHEETS FOR POST-TENSIONED CONCRETE BEAM DETAILS
AND SCHEDULES.
8. SEE 1/S3-21 FOR TYPICAL SLAB REINFORCING. FOR SLABS NOT TYPICAL,
"S#" INDICATES CONCRETE SLAB TYPE (SEE 2/S3-21 FOR DETAILS AND
SCHEDULE).
9. "SR#" INDICATES STUDRAIL REINFORCING. SEE FOR STUDRAIL
DETAILS AND SCHEDULE.
10. INDICATES LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
11. INDICATES NON-LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
9/S3-12 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:12:20 PMS1−18
08.14.18LEVEL 18 AMENITY − R1 FRAMING PLAN401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
0'4' - 0" 8' - 0" 16' - 0"
SCALE= 1/8" = 1'-0"
1 LEVEL 18 AMENITY - R1 FRAMING PLAN
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
1
1
8
8234
5
5 6
A
A
B
E.0.7
FF
7
C.1
D.1
E.8
A.6.1
C
D
4.93.92.91.8
A.3
E
7.8
7.8
5.8 6.8
A.7
2.8
2.8
5.7
5.7
B.8B.8
D.4
D.4
B.1
7.1
5.9
D.2
11 243K
216K
432K
6
11 11
11
11 11
8 6
1
3 3 3
1
5
270K
6 111
6
1111
SEE FOR ADD'L
REINFORCING AT HORIZ.
P.T. DEVIATIONS (TYP.)
4/S3-12
8.5 11 64.54.5Fe=54KFe=108KFe=54KFe=54KFe=54KFe=54KFe=162K6666666666666666666666666666666666666666666666666666666666666666Fe=54KFe=54KFe=54KFe=54K444466644446666666666666666666666666666666666663333333336333333333666666666666Fe=27KFe=54K66666666666666SEE
AT OPENINGS
(TYP.)
10/S3-1266
6111111111111111111111111111111111111113.5
1111611111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111115555533333333333333333333333333333333333111111111111111111111111111111333333333311111311111111111111111155555Fe=18K/FT
Fe=18K/FT66666666666Fe=21K/FT
6666666666666666666666666666666666666666666666611111111111111111111111111111111111111111111111111111111166666666666486K
Fe=54K111111111111111111111111111111111111111111111111111111111111111111111111111111555555555555555554K
11
3.5
6
1
6666666666666666243K 3 11 11 11 11 366666666666666666666666666666666666666666666666666666666666666666666666666666666666
555555111111111111111111111111111111111111111111111111111151111111111111111111111111111111111111111111111111111111111111111111111111111111333333333333333331111111111111111111111111111111111111161111111111111111111111111111133111111111111111111111111111111111111111111111111111111111111111111111177775553331111111111111111111111111111111111111111Fe=12K/FT3 155555555555555555555555555555555555222222222222222222222222222222222222222222222222222222222222222222222222222222222222263111133111133111133111133Fe=27K/FT Fe=18K/FT
Fe=27K/FT 33331111111111311Fe=54K6 3 3 6
6 11
1
11
Fe=162K324K
23'-11"22'-3" 2'-9" 25'-0"25'-0" 2'-6" 21'-10"
8"1'-2"23'-10"21'-1"1'-4"6'-4"25'-0"14'-0"9'-11"1'-1"25'-0"5'-9"19'-3"10'-0"4'-3"11'-6"33'-10"11'-6"13'-6"25'-0"3'-3"21'-9"6'-2"17'-1"26'-5"19'-9" 5'-3" 25'-0"25'-0"21'-10" 3'-2" 25'-0" 3'-6" 15'-1"
1'-4"
SHEET NOTES:
1. SEE S0 SERIES SHEETS FOR STRUCTURAL NOTES
2. SEE S3-1 SERIES FOR TYPICAL POST-TENSIONED SLAB DETAILS AND
TENDON PROFILES.
3. "Fe=#" INDICATES REQUIRED EFFECTIVE POST-TENSIONING FORCE
AFTER ALL LOSSES.
4. INDICATES DISTANCE BETWEEN
TENDON CENTER OF GRAVITY (CGS) AND SLAB/DROP PANEL SOFFIT.
1 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:12:29 PMS1−18P
08.14.18LEVEL 18 AMENITY − R1 P.T. REINFORCEMENT PLAN401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
0'4' - 0" 8' - 0" 16' - 0"
SCALE= 1/8" = 1'-0"
1
LEVEL 18 AMENITY - R1
P.T. REINFORCEMENT PLAN
08/14/18
1
1
8
8234
5
5 6
A
A
B
E.0.7
FF
7
C.1
D.1
E.8
A.6.1
C
D
4.93.92.91.8
A.3
E
7.8
7.8
5.8 6.8
A.7
2.8
2.8
5.7
5.7
B.8B.8
D.4
D.4
B.1
7.1
5.9
D.2
9#5x13'-0"T9#5x13'-0"T9#5x13'-0"T9#5x13'-0"T9#5x13'-0"T9#5x13'-0"T4#5x13'-0"T 9#5x13'-0"T9#5x13'-0"T9#5x13'-0"T9#5x13'-0"T9#5x13'-0"T
9#5x13'-0"T 9#5x13'-0"T9#5x13'-0"T3#5x21'-0"T
9#5x13'-0"T
#4@9"TEMP#4x7'-0"@12"T#5@12"T#5x8'-0"@12"T9#5x8'-6"T9#5x8'-6"T9#5x8'-6"T9#5x8'-6"T
9#5x8'-6"T
9#5x21'-6"T9#5x8'-6"T9#5x8'-6"T9#5x8'-6"T9#5x8'-6"T9#5x8'-6"T9#5x8'-6"T9#5x8'-6"T9#5x8'-6"T
4#5x23'-0"T&B
4#5x23'-0"T&B
4#5x13'-0"T&B
4#5x13'-0"T&B4#5x13'-0"T&B2#5x5'-0"@4" MID-DEPTH
(TYP. AT CORNERS OF
OPENINGS)
SEE FOR REINF. AT
OPENINGS (TYP.)
10/S3-12
2#4x3'-0" AT CORNERS
OF SHEARWALLS (TYP.)
#4x14'-6"@12"T
EXCEPT AT
COLUMN ZONE
#4x14'-6"@9"T
#4x7'-0"@12"T #4x7'-0"@12"T
12#4x93'-0"@9"T&B (ALT)
#4@9" TEMP #4x11'-0"@12"B#5x9'-0"@12"B#4@9"TEMP
#4@12"T#4@12"B4#5x27'-6"B
2#5x18'-0"B
5#5x29'-0"B4#5x23'-6"B4#5x25'-0"B4#5x13'-6"B4#5x10'-0"TTYP.5'-0"4#5x10'-0"T4#5x10'-0"T4#5x29'-6"BADDITIONAL SLAB CORNER
REINFORCEMENT PER
(TYP.)5/S3-01
#5x26'-6"@12"B#5x7'-6"@12"B#5x28'-0"@12"B#5x25'-6"@12"B#5x23'-6"@12"B#5x14'-0"@12"T#5x12'-6"@12"T#5x12'-6"@12"T#5x28'-0"@12"B#5x28'-0"@12"B#5x18'-6"@12"B#5x7'-0"@12"T#4@9" TEMP
5'-0"#5x7'-0"@6"T#4x9'-0"@12"B#4x9'-0"@12"B#5x17'-0"@6"B#5x7'-6"@6"T#4@12" TEMP
#4@12" TEMP
#5x7'-6"@6"T#5x7'-0"@12"T#4@9" TEMP
5'-0"#4x10'-6"@6"B#4x18'-6"@6"T#4x18'-0"@6"T#4x23'-0"@6"T#4x11'-0"@12"B#4x11'-0"@12"B#4x11'-0"@12"B#4x9'-6"@6"B#4x15'-6"@9"T#4x8'-0"@12"T#4x8'-0"@12"B#4x9'-6"@12"B#4@12" TEMP
#5x18'-0"@12"T
#5x9'-6"@12"B
#5x12'-0"@12"T#4@12" TEMP5'-0"
#4@12" TEMP
#4@12" TEMP
#4@12" TEMP
#4@12" TEMP
#4@12" TEMP
#5x14'-0"@12"T
#5x12'-6"@6"B
#4@12" TEMP#4@9" TEMP
#4x21'-0"@9"T5'-0"#5x8'-0"@12"T
#5x14'-0"@12"T
#5x12'-6"@6"B
#5x8'-0"@12"T#5@12"B#5x7'-0"@12"T#5@12"B#5x19'-6"@9"T
6#5x19'-0"T6#5x19'-6"T
#5x19'-0"@12"T
9#5x14'-0"T#5x14'-0"@9"T#5x14'-0"@9"T3#5x21'-0"T
#5x19'-6"@9"T
6#5x19'-0"T 6#5x19'-6"T
#5x19'-0"@12"T
#5x12'-0"@12"T#5x8'-0"@12"T#5x8'-0"@12"T#4@9" TEMP
4#5x10'-0"T
4#5x10'-0"T#5x11'-6"@12"T#5x11'-0"@12"B#4@12"T#4@12"B#4@9" TEMP
#4@9" TEMP2'-0"#4@12"T#4@12"B#4@9"TEMP
5'-0" TYP.
#4@9"TEMP
#4@9"TEMP#5x6'-6"@12"T#4@9"TEMP
#4@9"TEMP
4#4x53'-6"@9"T&B (ALT)
1#4T 4#5x10'-0"T4#5x10'-0"T
#4x14'-6"@9"T
EXCEPT AT
COLUMN ZONE
#4x14'-6"@9"T
EXCEPT AT
COLUMN ZONE
#4x14'-6"@9"T
#5x14'-6"@12"B#5x5'-6"@9"T#5x5'-6"@9"T2#4@9"T&B (ALT)
#4x14'-6"@9"T
#5x8'-6"@12"TEXCEPT AT COLUMN ZONES#5x13'-6"@12"B23'-11"22'-3" 2'-9" 25'-0"25'-0" 2'-6" 21'-10"
8"1'-2"23'-10"21'-1"1'-4"6'-4"25'-0"14'-0"9'-11"1'-1"25'-0"5'-9"19'-3"10'-0"4'-3"11'-6"33'-10"11'-6"13'-6"25'-0"3'-3"21'-9"6'-2"17'-1"26'-5"19'-9" 5'-3" 25'-0"25'-0"21'-10" 3'-2" 25'-0" 3'-6" 15'-1"
1'-4"
SHEET NOTES:
1. SEE S0 SERIES SHEETS FOR STRUCTURAL NOTES.
2. SEE S3-1 SERIES SHEETS FOR TYPICAL DETAILS.
3. "T" INDICATES TOP MILD REINFORCING AND "B" INDICATES
BOTTOM MILD REINFORCING. SEE 1/S3-11 FOR LENGTH,
UNLESS NOTED ON PLAN, AND FOR PLACING DETAIL.LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:12:33 PMS1−18R
08.14.18LEVEL 18 AMENITY − R1 REINFORCEMENT PLAN401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
0'4' - 0" 8' - 0" 16' - 0"
SCALE= 1/8" = 1'-0"
1 LEVEL 18 AMENITY - R1 REINFORCEMENT PLAN
08/14/18
1
8
8234
5
5 6
AA
BB
F
7
B.2
B.9 C
D
E.1
A.3
D.7
E.2
7.8
7.8
5.8
A.7
C.7.1
D.0.5
2.8
5.7
5.7
B.8B.8
B.1
A.1A.1
7.9
7.9
6.7
C.2
7.1
SW-1BSW-2BSW-3BSW-4B
SW-5B
T/SLAB EL. = 935'-10"
8" TWO-WAY PT CONCRETE SLAB
CB003 (12 x 23)
CB003 (12 x 23)HSS8x4x1/4SR-1
SR-3
26'-5"19'-9" 5'-3" 25'-0"25'-0"21'-10" 3'-2" 25'-0" 3'-6" 15'-1"
7" 9"26'-8"4'-9"7'-8 155/256"19'-8 101/256"25'-0"3'-3"21'-9"6'-2"15'-6"1'-7"LB (18 x 30)7
S3-02
____________10
S3-02
____________
7
S3-02
____________
SR-4
SR-4
D.2D.2
17
S3-22
____________
17
S3-22
____________
17
S3-22
____________
17
S3-22
____________
17
S3-22
____________2'-4"10'-6"12'-0"5'-0"2'-0"16'-6"2'-9"2'-6"11'-9"9'-11"1'-7"21'-10" 1'-10" 22'-3"22'-8"
7" 9"
SHEET NOTES:
1. SEE S0 SERIES SHEETS FOR STRUCTURAL NOTES.
2. SEE S3-0 SERIES SHEETS FOR TYPICAL FRAMING DETAILS.
3. SEE ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB DIMENSIONS NOT
SHOWN, SLAB DEPRESSION DEPTHS AND LOCATIONS NOT SHOWN, SLAB SLOPES
NOT SHOWN, CONCRETE CURB HEIGHTS AND LOCATIONS NOT SHOWN, AND SLAB
AND WALL OPENING SIZES AND LOCATIONS NOT SHOWN.
4. SEE S4 SERIES SHEETS FOR COLUMN DETAILS AND SCHEDULES.
5. "SW-#" INDICATES SHEAR WALL. SEE S5 SERIES SHEETS FOR SHEAR WALL
DETAILS AND ELEVATIONS.
6 "CB###(AXB)" INDICATES CONCRETE BEAM A" WIDE BY B" DEEP (DEPTH
MEASURED FROM TOP OF SLAB TO UNDERSIDE OF BEAM). SEE S6 SERIES
SHEETS FOR CONCRETE BEAM DETAILS AND SCHEDULES.
7. "SR#" INDICATES STUDRAIL REINFORCING. SEE FOR STUDRAIL
DETAILS AND SCHEDULE.
8. INDICATES LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
9. INDICATES NON-LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
9/S3-12 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:12:36 PMS1−19
08.14.18LEVEL 19 − R2 FRAMING PLAN401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
0'4' - 0" 8' - 0" 16' - 0"
SCALE= 1/8" = 1'-0"
1 LEVEL 19 - R2 FRAMING PLAN
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
5
5 7
C
D
E.1
D.7
E.2
5.85.7
5.7
B.8B.8
6.7
7.1
21'-10" 1'-10" 22'-3"31'-10"21'-10"28'-2" 3'-6"
D.2D.2
270K
189K
7
7
7
7
4
7
4
7
4
1
1
1
7 1
7
1
1 Fe=108KFe=108K44474444444444444444777711117 444444444477777777777777771111111111111111777777777777777477777777777777777777777777777777777741111177477777777777777777777Fe=27K486K
54K
189K 77777777777777777777744411111111111111111111114'-9"7'-8 155/256"16'-1 101/256"3'-7"25'-0"3'-3"5
5 7
C
D
E.1
D.7
E.2
5.85.7
5.7
B.8B.8
6.7
7.1
D.2D.2
21'-10" 1'-10" 22'-3"31'-10"6#5x13'-0"T6#5x13'-0"T6#5x13'-0"T6#5x13'-0"T4#5x10'-0"T 13#5x13'-0"T#4x13'-0"@12"T
#4x7'-0"@12"T
#4x7'-0"@12"T
#4x13'-0"@12"T
#4x7'-0"@12"T
#4x7'-0"@12"T
#4@12"T2#5x13'-0"T
4#5x13'-0"T2#5x8'-6"T6#5x8'-6"T
8#4x25'-0"@12"T&B (ALT)10#4x33'-6"@12"T&B (ALT)10#4x32'-0"@12"T&B (ALT)8#4x32'-6"@12"T&B (ALT)
#4x13'-6"@12"B
#4x14'-0"@12"B
#4@12"B2#5x9'-6"T&B
2#5x6'-0"T&B
#4@12"TEMP
#4@12"T#4@12"B4#5x27'-6"B
2#5x18'-0"B
4#5x27'-6"B
2#5x18'-0"B
4#5x29'-0"B4#5x10'-0"T 4#5x10'-0"T
4#5x10'-0"T3#4x10'-0"@12"
T&B (ALT)
6#5x13'-0"T6#5x13'-0"T#4x12'-0"@12"B4#5x10'-0"T
#4x7'-6"@12"B4#4x17'-6"@12"
T&B (ALT)7#4x11-6"@12"T&B (ALT)4'-9"7'-8 155/256"16'-1 101/256"3'-7"25'-0"3'-3"21'-10"28'-2" 3'-6"
SHEET NOTES:
1. SEE S0 SERIES SHEETS FOR STRUCTURAL NOTES
2. SEE S3-1 SERIES FOR TYPICAL POST-TENSIONED SLAB DETAILS AND
TENDON PROFILES.
3. "Fe=#" INDICATES REQUIRED EFFECTIVE POST-TENSIONING FORCE
AFTER ALL LOSSES.
4. INDICATES DISTANCE BETWEEN
TENDON CENTER OF GRAVITY (CGS) AND SLAB/DROP PANEL SOFFIT.
1
SHEET NOTES:
1. SEE S0 SERIES SHEETS FOR STRUCTURAL NOTES.
2. SEE S3-1 SERIES SHEETS FOR TYPICAL DETAILS.
3. "T" INDICATES TOP MILD REINFORCING AND "B" INDICATES
BOTTOM MILD REINFORCING. SEE 1/S3-11 FOR LENGTH,
UNLESS NOTED ON PLAN, AND FOR PLACING DETAIL.LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:12:41 PMS1−19PR
08.14.18LEVEL 19 − R2 PARTIAL REINFORCEMENT PLANS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
0'4' - 0" 8' - 0" 16' - 0"
SCALE= 1/8" = 1'-0"
1
LEVEL 19 - R2 PARTIAL
P.T. REINFORCEMENT PLAN
0'4' - 0" 8' - 0" 16' - 0"
SCALE= 1/8" = 1'-0"
2
LEVEL 19 - R2 PARTIAL
REINFORCEMENT PLAN
NOTE: SEE S1-20R FOR
REINFORCEMENT NOT SHOWN.
NOTE: SEE S1-20P FOR P.T.
REINFORCEMENT NOT SHOWN.
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
1
8
8234
5
5 6
AA
BB
F
7
B.2
B.9 C
D
E.1
A.3
D.7
E.2
7.8
7.8
5.8
A.7
C.7.1
D.0.5
2.8
5.7
5.7
B.8B.8
B.1
A.1A.1
7.9
7.9
6.7
C.2
7.1
SW-1BSW-2BSW-3BSW-4B
SW-5B
CB003 (12 x 23)
CB003 (12 x 23)HSS8x4x1/426'-5"19'-9" 5'-3" 25'-0"25'-0"21'-10" 3'-2" 25'-0" 3'-6" 15'-1"
7" 9"
21'-10" 1'-10" 22'-3"22'-8"
7" 9"
8" TWO-WAY PT CONCRETE SLAB
7
S3-02
____________10
S3-02
____________
7
S3-02
____________
SR-2
SR-1
D.2D.2
17
S3-22
____________
17
S3-22
____________
17
S3-22
____________
17
S3-22
____________
17
S3-22
____________
17
S3-22
____________2'-4"10'-6"12'-0"5'-0"2'-0"16'-6"2'-9"2'-6"11'-9"9'-11"1'-7"26'-8"4'-9"7'-8 155/256"16'-1 101/256"3'-7"25'-0"3'-3"21'-9"6'-2"15'-6"1'-7"SHEET NOTES:
1. SEE S0 SERIES SHEETS FOR STRUCTURAL NOTES.
2. SEE S3-0 SERIES SHEETS FOR TYPICAL FRAMING DETAILS.
3. SEE ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB DIMENSIONS NOT
SHOWN, SLAB DEPRESSION DEPTHS AND LOCATIONS NOT SHOWN, SLAB SLOPES
NOT SHOWN, CONCRETE CURB HEIGHTS AND LOCATIONS NOT SHOWN, AND SLAB
AND WALL OPENING SIZES AND LOCATIONS NOT SHOWN.
4. SEE S4 SERIES SHEETS FOR COLUMN DETAILS AND SCHEDULES.
5. "SW-#" INDICATES SHEAR WALL. SEE S5 SERIES SHEETS FOR SHEAR WALL
DETAILS AND ELEVATIONS.
6 "CB###(AXB)" INDICATES CONCRETE BEAM A" WIDE BY B" DEEP (DEPTH
MEASURED FROM TOP OF SLAB TO UNDERSIDE OF BEAM). SEE S6 SERIES
SHEETS FOR CONCRETE BEAM DETAILS AND SCHEDULES.
7. "SR#" INDICATES STUDRAIL REINFORCING. SEE FOR STUDRAIL
DETAILS AND SCHEDULE.
8. INDICATES LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
9. INDICATES NON-LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
9/S3-12 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:12:45 PMS1−20
08.14.18LEVEL 20 − R3 TO 28 − R11 FRAMING PLAN401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
0'4' - 0" 8' - 0" 16' - 0"
SCALE= 1/8" = 1'-0"
1 LEVEL 20 - R3 TO 28 - R11 FRAMING PLAN
T/SLAB ELEVATIONS
LEVEL 20 - R3 946'-0"
LEVEL 21 - R4 956'-2"
LEVEL 22 - R5 966'-4"
LEVEL 23 - R6 976'-6"
LEVEL 24 - R7 986'-8"
LEVEL 25 - R8 996'-10"
LEVEL 26 - R9 1007'-0"
LEVEL 27 - R10 1017'-2"
LEVEL 28 - R11 1027'-4"
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
1
8
8234
5
5 6
AA
BB
F
7
B.2
B.9 C
D
E.1
A.3
D.7
E.2
7.8
7.8
5.8
A.7
C.7.1
D.0.5
2.8
5.7
5.7
B.8B.8
B.1
A.1A.1
7.9
7.9
6.7
C.2
7.1
189K
216K
270K
405K
189K
162K
7 189K
432K
405K
378K
486K
216K
270K
189K
189K
54K
216K
216K
7 7 7 7
4
4 7
4
7
4
7
7
7 7
7
7 7
7
7
7 7
7 4
47
7 4
4
4
7
4
4
4 7 7 4
7
4
7
4
4 2 1 1 1 4
4
1
2
1
1
2 1 1 1
1
1
1.5
3
1
3.5
3.5
7
1
1.5
1
3.5
2.5
2.5
1
1
111
1
1
7 1
7
4
1
1
81K ADD'L
Fe=12K/FT
Fe=21K/FTFe=108KFe=108KFe=162KFe=54KFe=108KFe=108KFe=81KFe=108KFe=108K2.51111111111111111111111111111114444444444444444444444444444444444444444444444447744444444444444447777777777777777777777777777777777777777777777777777777774444444444444444444444444444444444444444444444444444444444444444444444442.52.52.52.52.52.52.51111111111111111111111111111111111111111111111111111111111111111411111111111111111111111111111111111111111114444444444444444444444477777777777777777777777777777777777777777777777777777777777771111111111111111111111111
7 444444444477777777777777777777777111111111111111111111117777777777777777777777477777777444444444444444444444444444444444444111111111111111111111111111111111177777777777777777777777777777777777777777777777741111111111111111111111111111111111777711Fe=54KFe=54KFe=54KFe=81KFe=54KFe=54KFe=54K44444444444444444444411111111111111111111147777777777777777777777777777Fe=189KFe=54KFe=27KSEE FOR ADD'L
REINFORCING AT HORIZ.
P.T. DEVIATIONS (TYP.)
4/S3-12
SEE
AT OPENINGS
(TYP.)
10/S3-12
23'-8"22'-3"22'-8"
7" 9"77777777772.52.52.52.52.52.51111111111111Fe=54KD.2D.2
54K
26'-5"19'-9" 5'-3" 25'-0"25'-0"21'-10" 3'-2" 25'-0" 3'-6" 15'-1"
7" 9"2'-4"10'-6"12'-0"5'-0"2'-0"16'-6"2'-9"2'-6"11'-9"9'-11"1'-7"26'-8"4'-9"7'-8 155/256"19'-8 101/256"25'-0"3'-3"21'-9"6'-2"15'-6"1'-7"SHEET NOTES:
1. SEE S0 SERIES SHEETS FOR STRUCTURAL NOTES
2. SEE S3-1 SERIES FOR TYPICAL POST-TENSIONED SLAB DETAILS AND
TENDON PROFILES.
3. "Fe=#" INDICATES REQUIRED EFFECTIVE POST-TENSIONING FORCE
AFTER ALL LOSSES.
4. INDICATES DISTANCE BETWEEN
TENDON CENTER OF GRAVITY (CGS) AND SLAB/DROP PANEL SOFFIT.
1 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:12:53 PMS1−20P
08.14.18LEVEL 20 − R3 TO 28 − R11 P.T. REINFORCEMENT PLAN401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
0'4' - 0" 8' - 0" 16' - 0"
SCALE= 1/8" = 1'-0"
1
LEVEL 20 - R3 TO 28 - R11
P.T. REINFORCEMENT PLAN
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
1
8
8234
5
5 6
AA
BB
F
7
B.2
B.9 C
D
E.1
A.3
D.7
E.2
7.8
7.8
5.8
A.7
C.7.1
D.0.5
2.8
5.7
5.7
B.8B.8
B.1
A.1A.1
7.9
7.9
6.7
C.2
7.1
8#5x13'-0"T6#5x13'-0"T8#5x13'-0"T6#5x13'-0"T8#5x13'-0"T6#5x13'-0"T4#5x13'-0"T 6#5x13'-0"T8#5x13'-0"T6#5x13'-0"T6#5x13'-0"T6#5x13'-0"T10#5x13'-0"T6#5x13'-0"T6#5x13'-0"T6#5x13'-0"T6#5x13'-0"T6#5x13'-0"T6#5x13'-0"T
4#5x10'-0"T 13#5x13'-0"T6#5x13'-0"T
6#5x13'-0"T 6#5x13'-0"T
6#5x13'-0"T 6#5x13'-0"T6#5x13'-0"T6#5x19'-6"T 6#5x19'-6"T
6#5x13'-0"T
6#5x13'-0"T6#5x13'-0"T3#5x26'-0"T#4x13'-0"@12"T
#4x7'-0"@12"T
#4x7'-0"@12"T
#4x13'-0"@12"T
#4x7'-0"@12"T
#4x7'-0"@12"T#4x7'-0"@12"T#4x7'-0"@12"T#4x13'-0"@12"T
6#5x8'-6"T6#5x8'-6"T6#5x8'-6"T6#5x8'-6"T2#5x13'-0"T
6#5x8'-6"T6#5x8'-6"T6#5x8'-6"T 6#5x8'-6"T6#5x21'-6"T6#5x8'-6"T
6#5x8'-6"T
6#5x21'-6"T6#5x8'-6"T6#5x8'-6"T6#5x8'-6"T6#5x8'-6"T6#5x8'-6"T6#5x8'-6"T6#5x8'-6"T6#5x8'-6"T
6#5x8'-6"T
6#5x8'-6"T
6#5x8'-6"T
6#5x8'-6"T
6#5x8'-6"T
6#5x8'-6"T
#4x7'-0"@12"T
3#5T4#5x13'-0"T2#5x8'-6"T6#5x8'-6"T
4#5x23'-0"T&B
4#5x23'-0"T&B
4#5x13'-0"T&B
4#5x13'-0"T&B4#5x13'-0"T&B2#5x5'-0"@4" MID-DEPTH
(TYP. AT CORNERS OF
OPENINGS)
SEE FOR REINF. AT
OPENINGS (TYP.)
10/S3-12
2#4x3'-0" AT CORNERS
OF SHEARWALLS (TYP.)
#4x14'-6"@12"T
EXCEPT AT
COLUMN ZONES
#4x14'-6"@12"T
EXCEPT AT
COLUMN ZONES
#4x17'-6"@12"T
EXCEPT AT
COLUMN ZONES
#4x7'-0"@12"T #4x7'-0"@12"T
8#4x25'-0"@12"T&B (ALT)10#4x33'-6"@12"T&B (ALT)1#4x22'-0"T&B8#4x32'-0"@12"T&B (ALT)8#4x32'-6"@12"
T&B (ALT)
#4x10'-0"@12"B #4x14'-6"@12"B #4x11'-0"@12"B#4x13'-6"@12"B
#4x14'-0"@12"B
#4x12'-0"@12"B2#5x8'-6"T&B
2#5x6'-0"T&B
#4@12"TEMP
#4@12"T#4@12"B26'-8"4'-9"7'-8 155/256"19'-8 101/256"25'-0"3'-3"21'-9"6'-2"15'-6"1'-7"4#5x27'-6"B
2#5x18'-0"B
4#5x27'-6"B
2#5x18'-0"B
4#5x27'-6"B
2#5x18'-0"B
4#5x24'-0"B3#5x16'-0"B4#5x24'-6"B
4#5x26'-6"B 5#5x29'-0"B4#5x23'-6"B4#5x18'-6"B4#5B4#5x25'-0"B4#5x25'-0"B4#5x29'-0"B4#5x12'-6"B4#5x24'-6"B4#5x13'-6"B8#4x32'-6"@12"T&B (ALT)10#4x32'-6"@12"T&B (ALT)4#5x10'-0"TTYP.5'-0"4#5x10'-0"T4#5x10'-0"T 4#5x10'-0"T
4#5x10'-0"T4#5x27'-6"B4#5x29'-6"B3#4x10'-0"@12"
T&B (ALT)
ADDITIONAL SLAB CORNER
REINFORCEMENT PER
(TYP.)5/S3-01
6#5x13'-0"T6#5x13'-0"TD.2D.2 4#5x10'-0"T26'-5"19'-9" 5'-3" 25'-0"25'-0"21'-10" 3'-2" 25'-0" 3'-6" 15'-1"
7" 9"
21'-10" 1'-10" 22'-3"22'-8"
7" 9"2'-4"10'-6"12'-0"5'-0"2'-0"16'-6"2'-9"2'-6"11'-9"9'-11"1'-7"SHEET NOTES:
1. SEE S0 SERIES SHEETS FOR STRUCTURAL NOTES.
2. SEE S3-1 SERIES SHEETS FOR TYPICAL DETAILS.
3. "T" INDICATES TOP MILD REINFORCING AND "B" INDICATES
BOTTOM MILD REINFORCING. SEE 1/S3-11 FOR LENGTH,
UNLESS NOTED ON PLAN, AND FOR PLACING DETAIL.LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:12:57 PMS1−20R
08.14.18LEVEL 20 − R3 TO 28 − R11 REINFORCEMENT PLAN401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
0'4' - 0" 8' - 0" 16' - 0"
SCALE= 1/8" = 1'-0"
1
LEVEL 20 - R3 TO 28 - R11
REINFORCEMENT PLAN
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
1
8
8234
5
5 6
AA
BB
F
7
B.2
B.9 C
D
E.1
A.3
D.7
E.2
7.8
7.8
5.8
A.7
C.7.1
D.0.5
2.8
5.7
5.7
B.8B.8
B.1
A.1A.1
7.9
7.9
6.7
C.2
7.1
SW-1BSW-2BSW-3BSW-4B
SW-5B HSS8x4x1/4SEE S1-20P & S1-20R FOR P.T. &
MILD STEEL REINFORCEMENT
T/SLAB EL. = 1037'-6"
8" TWO-WAY PT CONCRETE SLAB
7
S3-02
____________10
S3-02
____________
7
S3-02
____________
CB003 (12 x 23)
SR-2
SR-1
CB003 (12 x 23)
D.2D.2
17
S3-22
____________
17
S3-22
____________
17
S3-22
____________
17
S3-22
____________
17
S3-22
____________
26'-5"19'-9" 5'-3" 25'-0"25'-0"21'-10" 3'-2" 25'-0" 3'-6" 15'-1"
7" 9"26'-8"4'-9"7'-8 155/256"19'-8 101/256"25'-0"3'-3"21'-9"6'-2"15'-6"1'-7"21'-10" 1'-10" 22'-3"22'-8"
7" 9"2'-4"10'-6"12'-0"5'-0"2'-0"16'-6"2'-9"2'-6"11'-9"9'-11"1'-7"SHEET NOTES:
1. SEE S0 SERIES SHEETS FOR STRUCTURAL NOTES.
2. SEE S3-0 SERIES SHEETS FOR TYPICAL FRAMING DETAILS.
3. SEE ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB DIMENSIONS NOT
SHOWN, SLAB DEPRESSION DEPTHS AND LOCATIONS NOT SHOWN, SLAB SLOPES
NOT SHOWN, CONCRETE CURB HEIGHTS AND LOCATIONS NOT SHOWN, AND SLAB
AND WALL OPENING SIZES AND LOCATIONS NOT SHOWN.
4. SEE S4 SERIES SHEETS FOR COLUMN DETAILS AND SCHEDULES.
5. "SW-#" INDICATES SHEAR WALL. SEE S5 SERIES SHEETS FOR SHEAR WALL
DETAILS AND ELEVATIONS.
6 "CB###(AXB)" INDICATES CONCRETE BEAM A" WIDE BY B" DEEP (DEPTH
MEASURED FROM TOP OF SLAB TO UNDERSIDE OF BEAM). SEE S6 SERIES
SHEETS FOR CONCRETE BEAM DETAILS AND SCHEDULES.
7. "SR#" INDICATES STUDRAIL REINFORCING. SEE FOR STUDRAIL
DETAILS AND SCHEDULE.
8. INDICATES LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
9. INDICATES NON-LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
9/S3-12 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:13:00 PMS1−29
08.14.18LEVEL 29 − R12 FRAMING PLAN401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
0'4' - 0" 8' - 0" 16' - 0"
SCALE= 1/8" = 1'-0"
1 LEVEL 29 - R12 FRAMING PLAN
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
1
8
8234
5
5 6
AA
BB
F
7
B.2
B.9 C
D
E.1
A.3
D.7
E.2
7.8
7.8
5.8
A.7
C.7.1
D.0.5
2.8
5.7
5.7
B.8B.8
B.1
A.1A.1
7.9
7.9
6.7
C.2
7.1
SW-1BSW-2BSW-3BSW-4B
SW-5B HSS8x4x1/48" CONCRETE
CURB - SEE
ARCH. FOR
CURB HEIGHT
FRAME TYPE "B" (TYP.)
FRAME TYPE "A" (TYP.)
(SIM.)
___________1
S3-51
CB003 (12 x 23)
CB003 (12 x 23)
COLUMN
STARTS COLUMN
STARTS
COLUMN
STARTS
COLUMN
STARTS
COLUMN
STARTS
SEE 2/S3-51
SEE 2/S3-51
FRAME TYPE "A" (TYP.)
(SIM.)SEE 2/S3-51
T/SLAB EL. = Varies
12" TWO-WAY PT CONCRETE SLAB
12" DIA. SLEEVE
12" DIA. SLEEVE
12" DIA. SLEEVE
12" DIA. SLEEVE
12" DIA. SLEEVE
12" DIA. SLEEVE
12" DIA. SLEEVE 12" DIA. SLEEVE
12" DIA. SLEEVE
12" DIA. SLEEVE
12" DIA. SLEEVE
12" DIA. SLEEVE
12" DIA. SLEEVE
12" DIA. SLEEVE
12" DIA. SLEEVE
12" DIA. SLEEVE
T/SLAB=
1049'-6"
HSS8x8x5/8 HSS8x8x5/8
HSS8x8x5/8HSS8x8x5/8HSS8x8x5/8HSS8x8x5/8HSS8x8x5/8HSS8x8x5/8HSS8x8x5/8HSS8x8x5/87
S3-02
____________10
S3-02
____________
7
S3-02
____________
D.2D.2 SLOPESLOPESLOPE SLOPE
SLOPE SLOPE
18
S3-22
____________
18
S3-22
____________
18
S3-22
____________
18
S3-22
____________
18
S3-22
____________
18
S3-22
____________
18
S3-22
____________
5
S3-53
____________
TYP.
HSS4x4x1/4 BRACE HSS4x4x1/4 BRACEHSS4x4x1/4 BRACE26'-5"19'-9" 5'-3" 25'-0"25'-0"21'-10" 3'-2" 25'-0" 3'-6" 15'-1"
7" 9"26'-8"4'-9"7'-8 155/256"19'-8 101/256"25'-0"3'-3"21'-9"6'-2"15'-6"1'-7"21'-10" 1'-10" 22'-3"22'-8"
7" 9"2'-4"10'-6"12'-0"5'-0"2'-0"16'-6"2'-9"2'-6"11'-9"9'-11"1'-7"SHEET NOTES:
1. SEE S0 SERIES SHEETS FOR STRUCTURAL NOTES.
2. SEE S3-0 SERIES SHEETS FOR TYPICAL FRAMING DETAILS.
3. SEE ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB DIMENSIONS NOT
SHOWN, SLAB DEPRESSION DEPTHS AND LOCATIONS NOT SHOWN, SLAB SLOPES
NOT SHOWN, CONCRETE CURB HEIGHTS AND LOCATIONS NOT SHOWN, AND SLAB
AND WALL OPENING SIZES AND LOCATIONS NOT SHOWN.
4. SEE S4 SERIES SHEETS FOR COLUMN DETAILS AND SCHEDULES.
5. "SW-#" INDICATES SHEAR WALL. SEE S5 SERIES SHEETS FOR SHEAR WALL
DETAILS AND ELEVATIONS.
6 "CB###(AXB)" INDICATES CONCRETE BEAM A" WIDE BY B" DEEP (DEPTH
MEASURED FROM TOP OF SLAB TO UNDERSIDE OF BEAM). SEE S6 SERIES
SHEETS FOR CONCRETE BEAM DETAILS AND SCHEDULES.
7. "SR#" INDICATES STUDRAIL REINFORCING. SEE FOR STUDRAIL
DETAILS AND SCHEDULE.
8. INDICATES LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
9. INDICATES NON-LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
9/S3-12 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:13:03 PMS1−30
08.14.18ROOF LEVEL FRAMING PLAN401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
0'4' - 0" 8' - 0" 16' - 0"
SCALE= 1/8" = 1'-0"
1 ROOF LEVEL FRAMING PLAN
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
1
8
8234
5
5 6
AA
BB
F
7
B.2
B.9 C
D
E.1
A.3
D.7
E.2
7.8
7.8
5.8
A.7
C.7.1
D.0.5
2.8
5.7
5.7
B.8B.8
B.1
A.1A.1
7.9
7.9
6.7
C.2
7.1
D.2D.2
243K 11 243K
11 11 11 1163.5 3 3 3 6
243K
486K
6
11 11
11
11 11
8 6
1
3 3 3
1
5
243K
6 111
3.5
513K
513K
6
11
11 11
611
11 1
1.5
4.5
1 41
11
SEE FOR ADD'L
REINFORCING AT HORIZ.
P.T. DEVIATIONS (TYP.)
4/S3-12
216K
162K 270K
6
11 11 11
666
6
11
1.5 1108K ADD'L 432K
216K
216K
11 6
11
6
4
11
1
1
594K
270K
270K
6
6
11
6
6
2.5
2.5
1
1
11
3
54K
324K 6 11 11 6353Fe=54KFe=54KFe=108KFe=54KFe=54KFe=54KFe=54KFe=135KFe=54K666666666666666666666666666666666666666666666666666666666666666666111166Fe=81KFe=108KFe=189KFe=54KFe=54KFe=54KFe=54KFe=54KFe=54KFe=27KFe=54K6666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666Fe=27KFe=54K6666666666666666SEE
AT OPENINGS
(TYP.)
10/S3-126
6665.55.55.55.55.55.55.55.55.55.511111111111111111111111111111111111111111111111111111111111111111111113.5
111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111122222222222222222222222222222222222222222222222222222222222222222222222222222222222211111111111111111111111111111111111111111111111111111111111111111181111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111666663333333333333333333333333333333333333311111111111111111111111111111333333333333331111111111111111111111111111111115.55.55.55.55.55.55.55.55.55.5111111111111111111111111111111111111111111111111111111111133333333333333333333333333333333311111111111111111111111111111111111111111111111111111111111111111111111111111111111166666611111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111333333333333331111111111111111111111111111111111111111111111111111111111111111111111111111111111Fe=18K/FT
Fe=18K/FT
26'-5"19'-9" 5'-3" 25'-0"25'-0"21'-10" 3'-2" 25'-0" 3'-6" 15'-1"
7" 9"26'-8"4'-9"7'-8 155/256"19'-8 101/256"25'-0"3'-3"21'-9"6'-2"15'-6"1'-7"21'-10" 1'-10" 22'-3"22'-8"
7" 9"2'-4"10'-6"12'-0"5'-0"2'-0"16'-6"2'-9"2'-6"11'-9"9'-11"1'-7"SHEET NOTES:
1. SEE S0 SERIES SHEETS FOR STRUCTURAL NOTES
2. SEE S3-1 SERIES FOR TYPICAL POST-TENSIONED SLAB DETAILS AND
TENDON PROFILES.
3. "Fe=#" INDICATES REQUIRED EFFECTIVE POST-TENSIONING FORCE
AFTER ALL LOSSES.
4. INDICATES DISTANCE BETWEEN
TENDON CENTER OF GRAVITY (CGS) AND SLAB/DROP PANEL SOFFIT.
1 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:13:11 PMS1−30P
08.14.18ROOF LEVEL P.T. REINFORCEMENT PLAN401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
0'4' - 0" 8' - 0" 16' - 0"
SCALE= 1/8" = 1'-0"
1 ROOF LEVEL P.T. REINFORCEMENT PLAN
08/14/18
1
8
8234
5
5 6
AA
BB
F
7
B.2
B.9 C
D
E.1
A.3
D.7
E.2
7.8
7.8
5.8
A.7
C.7.1
D.0.5
2.8
5.7
5.7
B.8B.8
B.1
A.1A.1
7.9
7.9
6.7
C.2
7.1
D.2D.2
9#5x13'-0"T9#5x13'-0"T9#5x13'-0"T9#5x13'-0"T9#5x13'-0"T9#5x13'-0"T9#5x13'-0"T9#5x13'-0"T9#5x13'-0"T9#5x13'-0"T9#5x13'-0"T9#5x13'-0"T9#5x13'-0"T9#5x13'-0"T9#5x13'-0"T9#5x13'-0"T9#5x13'-0"T
4#5x10'-0"T 13#5x13'-0"T9#5x13'-0"T
9#5x13'-0"T 9#5x13'-0"T
9#5x13'-0"T 9#5x13'-0"T9#5x13'-0"T9#5x19'-6"T 9#5x19'-6"T
9#5x13'-0"T
9#5x13'-0"T9#5x13'-0"T5#5x26'-0"T#4x13'-0"@12"T
#4x7'-0"@12"T
#4x7'-0"@12"T
#4x13'-0"@12"T
#4x7'-0"@12"T
#4x7'-0"@12"T#4x7'-0"@12"T#4x7'-0"@12"T#4x13'-0"@12"T
9#5x8'-6"T9#5x8'-6"T9#5x8'-6"T9#5x8'-6"T2#5x13'-0"T
9#5x8'-6"T9#5x8'-6"T9#5x8'-6"T 9#5x8'-6"T9#5x21'-6"T9#5x8'-6"T
9#5x8'-6"T
9#5x21'-6"T9#5x8'-6"T9#5x8'-6"T9#5x8'-6"T9#5x8'-6"T9#5x8'-6"T9#5x8'-6"T9#5x8'-6"T9#5x8'-6"T
9#5x8'-6"T
9#5x8'-6"T
9#5x8'-6"T
9#5x8'-6"T
9#5x8'-6"T
9#5x8'-6"T
#4x7'-0"@12"T
4#5x21'-6"T4#5x13'-0"T2#5x8'-6"T9#5x8'-6"T
2#5x5'-0"@4" MID-DEPTH
(TYP. AT CORNERS OF
OPENINGS)
SEE FOR REINF. AT
OPENINGS (TYP.)
10/S3-12
2#4x3'-0" AT CORNERS
OF SHEARWALLS (TYP.)
#4x14'-6"@12"T
EXCEPT AT
COLUMN ZONES
#4x14'-6"@12"T
EXCEPT AT
COLUMN ZONES
#4x17'-6"@12"T
EXCEPT AT
COLUMN ZONES
10#4x25'-0"@9"T&B (ALT)14#4x33'-6"@9"T&B (ALT)4#4x22'-0"@9"T&B (ALT)8#4x32'-0"@9"T&B (ALT)10#4x32'-6"@9"
T&B (ALT)
#4x10'-0"@12"B #4x14'-6"@12"B #4x11'-0"@12"B#4x13'-6"@12"B
#4x14'-0"@12"B
#4x12'-0"@12"B2#5x8'-6"T&B
2#5x6'-0"T&B
#4@12"TEMP
#4@12"T#4@12"B4#5x27'-6"B
2#5x18'-0"B
4#5x27'-6"B
2#5x18'-0"B
4#5x27'-6"B
2#5x18'-0"B
4#5x24'-0"B3#5x16'-0"B4#5x24'-6"B
4#5x26'-6"B 5#5x29'-0"B4#5x23'-6"B4#5x18'-6"B4#5x12'-0"B5#5x25'-0"B5#5x25'-0"B4#5x29'-0"B4#5x12'-6"B4#5x24'-6"B4#5x13'-6"B10#4x32'-6"@9"T&B (ALT)14#4x32'-6"@9"T&B (ALT)4#5x10'-0"TTYP.5'-0"4#5x10'-0"T4#5x10'-0"T 4#5x10'-0"T
4#5x10'-0"T4#5x27'-6"B
3#4x10'-0"@12"
T&B (ALT)
ADDITIONAL SLAB CORNER
REINFORCEMENT PER
(TYP.)5/S3-01
9#5x13'-0"T9#5x13'-0"T9#5x13'-0"T9#5x13'-0"T4#5x10'-0"T26'-5"19'-9" 5'-3" 25'-0"25'-0"21'-10" 3'-2" 25'-0" 3'-6" 15'-1"
7" 9"26'-8"4'-9"7'-8 155/256"19'-8 101/256"25'-0"3'-3"21'-9"6'-2"15'-6"1'-7"21'-10" 1'-10" 22'-3"22'-8"
7" 9"2'-4"10'-6"12'-0"5'-0"2'-0"16'-6"2'-9"2'-6"11'-9"9'-11"1'-7"SHEET NOTES:
1. SEE S0 SERIES SHEETS FOR STRUCTURAL NOTES.
2. SEE S3-1 SERIES SHEETS FOR TYPICAL DETAILS.
3. "T" INDICATES TOP MILD REINFORCING AND "B" INDICATES
BOTTOM MILD REINFORCING. SEE 1/S3-11 FOR LENGTH,
UNLESS NOTED ON PLAN, AND FOR PLACING DETAIL.LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:13:14 PMS1−30R
08.14.18ROOF LEVEL REINFORCEMENT PLAN401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
0'4' - 0" 8' - 0" 16' - 0"
SCALE= 1/8" = 1'-0"
1 ROOF LEVEL REINFORCEMENT PLAN
08/14/18
S16S13S10S16 S13 S10
S34
S26
5 65.7
B.8
SW-2BSW-3BSW-4B
SW-5BCB003 (12 x 23)CB003 (12 x 23)CB047 (12 x 23)CB048 (12 x 23)CB003 (12 x 23)CB048 (12 x 23)CB047 (12 x 23)6.4
21'-10" 11'-11"
T/SLAB EL. = 1061'-9"
5" ONE-WAY REINF. CONCRETE
SLAB
CB003 (12 x 23)
CB003 (12 x 23)W8x24W8x24W8x24HOIST BEAMHOIST BEAMHOIST BEAMCB046 (6 x 23)
CB004 (8 x 23)CB (8 x 23)D.2
- SEE NOTE 8
31'-10"SHEET NOTES:
1. SEE S0 SERIES SHEETS FOR STRUCTURAL NOTES.
2. SEE S3-0 SERIES SHEETS FOR TYPICAL FRAMING DETAILS.
3. SEE ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB DIMENSIONS NOT
SHOWN, SLAB DEPRESSION DEPTHS AND LOCATIONS NOT SHOWN, SLAB SLOPES
NOT SHOWN, CONCRETE CURB HEIGHTS AND LOCATIONS NOT SHOWN, AND SLAB
AND WALL OPENING SIZES AND LOCATIONS NOT SHOWN.
4. SEE S4 SERIES SHEETS FOR COLUMN DETAILS AND SCHEDULES.
5. "SW-#" INDICATES SHEAR WALL. SEE S5 SERIES SHEETS FOR SHEAR WALL
DETAILS AND ELEVATIONS.
6 "CB###(AXB)" INDICATES CONCRETE BEAM A" WIDE BY B" DEEP (DEPTH
MEASURED FROM TOP OF SLAB TO UNDERSIDE OF BEAM). SEE S6 SERIES
SHEETS FOR CONCRETE BEAM DETAILS AND SCHEDULES.
7. "PB###(AXB)" INDICATES POST-TENSIONED CONCRETE BEAM A" WIDE BY
B" DEEP (DEPTH MEASURED FROM TOP OF SLAB TO UNDERSIDE OF BEAM).
SEE S7 SERIES SHEETS FOR POST-TENSIONED CONCRETE BEAM DETAILS
AND SCHEDULES.
8. SEE 1/S3-21 FOR TYPICAL SLAB REINFORCING. FOR SLABS NOT TYPICAL,
"S#" INDICATES CONCRETE SLAB TYPE (SEE 2/S3-21 FOR DETAILS AND
SCHEDULE).
9. INDICATES LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
10. INDICATES NON-LOAD BEARING CMU WALL. SEE S3-3
SERIES SHEETS FOR TYPICAL MASONRY DETAILS. SEE ARCHITECTURAL
DRAWINGS FOR WALL LOCATIONS.
11. AT PARKING GARAGE SLABS: TOP OF SLAB ELEVATIONS SHOWN FOR REFERENCE.
SEE ARCHITECTURAL DRAWINGS FOR TOP OF SLAB ELEVATIONS AND FOR SLOPES
TO DRAINS.LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:13:17 PMS1−31
08.14.18LEVEL 31 − PENTHOUSE FRAMING PLAN401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
0'4' - 0" 8' - 0" 16' - 0"
SCALE= 1/8" = 1'-0"
1 LEVEL 31 - PENTHOUSE FRAMING PLAN
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
COLD FORM
KEY
SEE PLAN"T"1/8" WIDEx0.25T DEEP -
SAW CUT JOINT. SPACE
PER SCHEDULE SHOWN HERE SEE PLAN"T"CONTRACTION JOINT
CONSTRUCTION JOINT
SLAB
DEPTH "T"
MAX JOINT
SPACING
4" 12'-0"
5" 15'-0"
>6" 18'-0"
FIBER REINF.
CONCRETE
FIBER REINF.
CONCRETE3"TYP.3"3"TYP.3"CONCRETE COLUMN
WITH 15# FELT WRAP
2#4@3" AT EACH CORNER (TYP.)
SAW CUT CONTRACTION JOINTS AS
CLOSE TO COLUMN AS POSSIBLE.
TOOL THE REMAINDER TO FACE
OF COLUMN (TYP.)
FELT WRAPPED COLUMNS
#4 CONTINUOUS
8"SEE PLAN< 8"4" 8" 4"2"T" SEE PLAN8" TO 24"#4@12" MAX. CONTINUOUS
(2 BAR MINIMUM)
#4@12"
2#4 CONTINUOUS
PLAN"T" SEE2x4 KEY WITH
WATERSTOP
24"
FIBER REINF.
CONCRETE
FIBER REINF.
CONCRETEHW
"W" = LESS THAN 8"
(H = 2'-0" MAX.)
#4@12"
#4@12" (MIN. 1-BAR)
ROUGHEN
SURFACE HW
"W" = 8" OR MORE
(H = 2'-0" MAX.)
#4@12" E.F.
#4@12" E.F.
(MIN. 1-ROW)
ROUGHEN
SURFACE
VERIFY "W" & "H" DIMENSIONS WITH ARCH.
DRAWINGS
2#4@4"x3'-0"
TOP AT
CORNERS
(TYPICAL)2"
EDGE OF SLAB
2#4x4'-0" AT MID
DEPTH
(TYPICAL)
DISCONTINUOUS SLAB
ON GRADE JOINTS
4"2"BENT BARS SAME SIZE &
QUANTITY AS FOOTING
REINFORCING
"D"
2("A") - MIN.2'-0" MAX."A""D"TOP REINF.
IF REQ'D.
NOTE:
"D" = FOOTING DEPTH
SEE PLAN & SECTIONS
LAP (TYP.)
CLASS "B"
CORNER BARS TO MATCH
CONTINUOUS BARS
2'
2'
FOOTING - SEE
SECTIONS FOR
SIZE AND REINF.
FOOTING REINF."T"PIPE UNDER FOOTING DIA. 8" MIN.ONE PIPE"T"1'-6" 1'-6""T" MIN.T/WALL FOOTING EXTRA REBAR TO
MATCH FOOTING
REINFORCING
OF PIPE
PIPE AT BOTTOM OF FOOTING
2'-0"
FOOTING REINF."T"1'-6" 1'-6""T" MIN.T/WALL FOOTING
OF PIPE
PIPE NEAR TOP OF FOOTING
2'-0"
FOOTING REINF.MIN.3"2'-0"
2'-0"
2'-6" 2'-6"
EXTRA REBAR TO
MATCH FOOTING
REINFORCING
#4@12"
NOTES:
1. COORDINATE PIPE PENETRATION LOCATIONS WITH PLUMBING
DRAWINGS.
2. "T" EQUALS WALL FOOTING THICKNESS - SEE SECTIONS.
CMU
WALL
1'-0"6"6"2#4 CONTINUOUS
CMU WALL
(8" MAX.)SEE PLAN1'-0"6"6"2#4 CONTINUOUS
AT SLAB DEPRESSION
FIBER REINF.
CONCRETE FIBER REINF.
CONCRETE
1/8" WIDEx 1/4x"T" DEEP SAW CUT
JOINT FILL FULL DEPTH W/ SEMI-
RIGID JOINT FILLER AND JOINT
SEALANT
PLAN"T" SEECONTRACTION JOINT
CONSTRUCTION JOINT1/2 x TSTOP REINFORCING
EACH SIDE OF JOINT
3/4" TAPERED PLATE DOWELS
@ 30"c/c BASKET ASSEMBLY 1/2 x TPLAN"T" SEEREINFORCING
1/8" WIDEx 1" DEEP SAW CUT JOINT
FILL FULL DEPTH W/ SEMI-RIGID
JOINT FILLER AND JOINT SEALANT
STOP REINFORCING
EACH SIDE OF JOINT
REINFORCING
SLEEVED FLAT PLATE
DOWEL SYSTEM @ 20"c/c
1'-0"U.N.O.2'-0"FINISHED GRADE
OR T/SLAB-
SEE ARCH. AND CIVIL
DRAWINGS
3#4 CONTINUOUS
FIBER REINF.
CONCRETE
6" 1'-0"U.N.O.2'-0"4#4 CONTINUOUS
FINISHED EXTERIOR
SURFACE (NOT BY SDL)1'-0"#4@24"
FIBER REINF.
CONCRETE
T/SLAB
PLAN"T" SEE1'-0"
T/SLAB
PLAN"T" SEE1'-0"
NOTE:
OFFSET CONTRACTION JOINT TO AVOID
INTERSECTING THICKENED SLAB AREA
AT T < 8"AT T > 8"_
SEE PLAN FOR
REINFORCING
(TOP & BOTTOM)
SEE PLAN FOR
REINFORCING
FIBER REINF.
CONCRETE FIBER REINF.
CONCRETE
4"8"8"1'-0"PREFORMED JOINT
MATERIAL
T/SLAB
EQUIPMENT PAD
- SEE M.E.P.
#4@12" EACH WAY
(TOP AND BOTTOM)
COORDINATE SIZE AND
LOCATION WITH M.E.P.CLR.2"FIBER REINF.
CONCRETE
3#4 CONT.
FOUNDATION WALL
1'-0"PLANSEET/SLAB
PREFORMED JOINT FILLER
10"FIBER REINF. CONCRETE
3#4 CONT.
FOUNDATION WALL
1'-0"PLANSEET/SLAB
T/FOOTING
FOUNDATION
PREFORMED JOINT FILLER
FIBER REINF. CONCRETE
1'-0"1'-4"PLANSEEFUTURE SLAB,
COORDINATE
WITH TENANT 3"8"FIBER REINF.
CONCRETE
3#4 CONT.
4" 8"
#4 CONTINUOUS
EACH SIDE
2x4
KEY
8" 4"
SEE ARCH.
T/SLAB
SEE ARCH.VARIES4 1/2"#4@12"
EACH SIDE
L2x2x1/4 CONTINUOUS
W/ 1/2" DIA. x6"
HEADED ANCHORS @
18"
#4@12"
CONTINUOUS
SEE ARCH FOR
TRENCH COVER
1'-0"
#4@12"
FIBER REINF.
CONCRETE
LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:13:22 PMS2−01
08.14.18TYPICAL FOUNDATION SECTIONS AND DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_0851TYPICAL SLAB ON GRADE DETAILS
2 TYP. SLAB ON GRADE JOINT DETAIL AT
COLUMNS
3 TYPICAL DEPRESSED SLAB ON GRADE DETAILS
4 TYPICAL CONCRETE CURB DETAILS
5 TYPICAL REINFORCING AT
RE-ENTRANT CORNERS
6 TYP. REINFORCING AT DISCONTINUOUS JOINTS
7 TYPICAL SECTION AT STEPPED DOWN FOOTING
8 TYPICAL WALL FOOTING INTERSECTION
REINFORCING PLAN
9 TYPICAL DETAILS OF WALL FOOTINGS
PENETRATED BY PLUMBING LINES
10 TYPICAL THICKENED SLAB ON GRADE DETAILS
AT NON-LOAD BEARING WALLS
11 TYPICAL SLAB ON GRADE DETAILS AT LOADING
DOCK AND 8" THICK SLABS
12 TYPICAL TURNED DOWN SLAB
13 TYPICAL TURNED DOWN SLAB
14 TYPICAL THICKENED SLAB ON GRADE DETAILS
15 TYPICAL EQUIPMENT PAD ON GRADE SECTION
16 TYPICAL EDGE OF SLAB ON GRADE DETAIL
17 TYPICAL EDGE OF SLAB ON GRADE DETAIL
18 TYPICAL SECTION AT FUTURE SLAB
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
19 TYPICAL TRENCH DRAIN DETAILS
08/14/18
SS
ldld2'-0" IF D≤8"
4'-0" IF 8"<D≤14"
D
S
DS1' - 0"2'-0''MAX.FACE OF WALLSOIL CAP
GRANULAR
BACKFILL
WATERPROOFING
SEE ARCH.
UNDISTURBED
SOIL
NOTE:
SLOPE OF EXCAVATION
TO BE DETERMINED BY
CONTRACTOR TO MAINTAIN
STABILITY OF SOIL.
FOUNDATION DRAIN
SEE CIVIL OR PLUMBING
DRAWINGS
2'-0''60° MAX.FINISHED
GRADE OR
T/SLAB - SEE ARCH.
AND CIVIL DWGS 2'-0''MAX.FACE OF WALLSOIL CAP
SOIL
BACKFILL
WATERPROOFING
AND DRAINAGE
MAT - SEE ARCH.
DWGSUNDISTURBED
SOIL
NOTE:
SLOPE OF EXCAVATION
TO BE DETERMINED BY
CONTRACTOR TO MAINTAIN
STABILITY OF SOIL.
FOUNDATION DRAIN
SEE CIVIL OR PLUMBING
DRAWINGS
2'-0''60° MAX.FINISHED
GRADE OR
T/SLAB - SEE ARCH.
AND CIVIL DWGS
ALTERNATE DETAIL
CONTINUOUS 2x4
KEY
WITH WATERSTOP
LAP SPLICE
CONSTRUCTION JOINT
3/4"x3/4" VEE JOINT
CONTROL JOINT @ 20'-0" MAX.
ALTERNATE HORIZONTAL
REINFORCING BARS SHALL
BE DISCONTINUOUS ACROSS
THE JOINT (EACH FACE).
CORNERINTERSECTION
ENDWALL
STANDARD
90°
HOOKS 1 VERTICAL BAR TYPICAL
2 VERTICAL
BARS TYPICAL
SPLICE
LAP
SPLICELAPL-BARS TO MATCH
HORIZONTAL REINF.
ALTERNATE
BEND
#3 HAIRPIN
MATCH
HORIZ.
SPACING
CLR
3/4"
CLR
3/4"
CORNERINTERSECTION
ENDWALL
SPLICELAPSPLICE
LAP
U-BARS TO MATCH
HORIZONTAL
REINF.
STANDARD
90°
HOOKS 2 VERTICAL BARS TYPICAL
U-BARS TO MATCH
HORIZONTAL
REINF.
2 VERTICAL BARS
TYPICAL
LINTEL BAR SCHEDULE
OPENING SIZE REINFORCING
LESS THAN 5'-0"
5'-1" TO 7'-0"
7'-1" TO 9'-0"
MORE THAN 9'-
0"
2#5
2#6
2#7
CONSULT ENGINEER
FLOOR LINE SPLICELAPSPLICE
LAP
SPLICELAPACI STANDARD HOOK
WHERE MIN. EMBED.
IS NOT POSSIBLE
DOWELS TO MATCH
JAMB BARS
JAMB BARS TO
MATCH VERT. REINF.
LINTEL BARS -
SEE SCHEDULE
WHERE EXTENSION IS
NOT POSSIBLE, EXTEND
BARS AS FAR AS
POSSIBLE
AND PROVIDE STANDARD
ACI HOOK
FLOOR LINE SPLICELAPTYPICAL WALL
REINFORCING
JAMB BARS TO
MATCH VERT. REINF.
WHERE EXTENSION IS NOT
POSSIBLE, EXTEND BARS AS FAR AS
POSSIBLE AND PROVIDE STANDARD
ACI HOOK
LINTEL BARS -
SEE SCHEDULE
LENGTH
DEVELOPMENT
HAIRPINS TO
MATCH
HORIZ.
REINFORCINGTYP. WALL
REINFORCING
SECTION C
JAMB
1/2 THE
INTERRUPTED
REINF. EACH
SIDE OF
OPENING
TYP. WALL
REINFORCING
SECTION D
JAMB
SPLICE
LAP
1/2 THE
INTERRUPTED
REINF. EACH
SIDE OF
OPENING
U-BARS TO
MATCH
VERTICAL
REINFORCING
SECTION E
ISOLATED WALL
T/OPENINGT/OPENING
HAIRPINS TO
MATCH VERTICAL
REINFORCING
B/OPENING B/OPENING
SECTION A
LINTEL/SILL
SECTION B
LINTEL/SILL
A OR BC
OR
D
A OR BC
OR
D
STANDARD 90°
ACI HOOK
SPLICELAPLINTEL BARS
TYPICAL WALL
REINFORCING
U-BARS TO
MATCH HORIZ.
REINFORCING
NOTES:
1. S = SPECIFIED VERTICAL REINFORCING SPACING
S = SPECIFIED HORIZONTAL REINFORCING SPACING
D = OUTSIDE DIAMETER OF WALL PENETRATION
2. MAXIMUM D EQUALS 14"
3. CLUSTERS OF PENETRATIONS NOT MEETING THESE LIMITATIONS SHOULD BE TREATED
AS A FRAMED OPENING PER .
4. FOR OTHER CONDITIONS NOT MEETING THE PARAMETERS OF THIS DETAIL CONTACT
STRUCTURAL ENGINEER.
H
V
WALL REINF.
PER PLANS AND
DETAILS12" MIN.FOR PENETRATIONS WITH DIAMETERS
"D" ≤ (S OR S ) - 3 INCHESHV
FOR PENETRATIONS WITH DIAMETERS
"D" ≥ (S OR S ) - 3 INCHESHV12" MIN.WALL REINF.
PER PLANS AND
DETAILS
CUT VERT. AND HORIZ. REINF.
AS REQUIRED (2 BARS MAX.
PER OPENING)
PROVIDE 1 ADDITIONAL HORIZ.
BAR ON EACH SIDE OF
PENETRATION TO MATCH HORIZ.
REINFORCING - EXTEND BAR A
DEVELOPMENT LENGTH BEYOND
PENETRATION
WHERE A DEVELOPMENT LENGTH
IS NOT AVAILABLE BELOW
PENETRATION - DRILL AND EPOXY
ADDITIONAL VERT. BARS INTO
FOUNDATION W/ A MINIMUM EMBEDMENT
OF 12 BAR DIAMETERS
PROVIDE 1 ADDITIONAL VERT.
BAR ON EACH SIDE OF
PENETRATION TO MATCH VERT.
REINFORCING - EXTEND BAR A
DEVELOPMENT LENGTH BEYOND
PENETRATION
T/FOUNDATION
T/WALL
8" MIN.HV
T/FOUNDATION
T/WALL
V
1 1/2"
MIN.
1 1/2"
MIN.8" MIN.H1 1/2"MIN.1 1/2"MIN.5/S2-02
"W" SHAPE COLUMN
WITH 15# FELT WRAP
2#4@3"x3'-0" AT EACH CORNER (TYP.)
SAW CUT CONTRACTION JOINTS AS
CLOSE TO COLUMN AS POSSIBLE.
TOOL THE REMAINDER TO FACE
OF COLUMN (TYP.)
FELT WRAPPED COLUMNS
COLUMN, SEE
PLAN
CONSTRUCTION JOINT OR
SAW CUT CONTRACTION
JOINT
ISOLATION JOINTS AT COLUMNS
ISOLATION JOINT WITH
PREFORMED JOINT
FILLER AT COLUMN
ISOLATION JOINT WITH
PREFORMED JOINT
FILLER AT COLUMN
EDGE OF SLAB
MIN.3"COLUMN, SEE PLAN
CONSTRUCTION
JOINT OR SAW CUT
CONTRACTION
JOINT
3"3"
HSS COLUMNS WITH
15# FELT WRAP
COLUMN BASE PLATE
BELOW SLAB
COLUMN BASE PLATE
BELOW SLAB
MI
N.
3"
NOTE:
ISOLATION OF COLUMNS IS REQUIRED. PROVIDE
EITHER ISOLATION JOINTS OR FELT WRAP AT
COLUMN (CONTRACTOR'S OPTION)."F""A".THREADED ANCHOR ROD PROJECTION =
GROUT + BASE PLATE THICKNESS +
ANCHOR ROD DIA. + PLATE WASHER
THICKNESS + 1" MIN."D1""D1""B""D2" "D2"
"C"
"E"GROUT - SEE 9/S2-02HEAVY HEX NUT
ASTM F1554 GR. 36 ANCHOR RODS
WITH 2 PLATE WASHERS AND
2 HEX NUTS (TYP.)
PLATE WASHER
SEE 9/S2-02
BASE PLATE & ANCHOR ROD SCHEDULE
A B C D1 D2 E F № W
COLUMN
SIZE
BASE PLATE ANCHOR RODS WELD
3" DIA. GROUT HOLES AT PLATES
LARGER THAN 24"x24" (TYP.)
1/2" 20" 20" 8" 8" 3/4" 8" 4 3/16"HSS12x8x1/2
SEE 9/S2-02
"Y"
"W"
1/2" 16" 16" 6" 6" 3/4" 8" 4 1/4"HSS8x8x5/8
3/4 1 5/16 3 3/8 2 3/16, NOTE 2
ANCHOR
ROD
DIAMETER
(INCHES)
MAXIMUM
HOLE
DIAMETER
(INCHES)
MINIMUM
WASHER
WIDTH
(INCHES)
NOTE 1
MINIMUM
WASHER
THICKNESS
(INCHES)
BASE
PLATE
GROUT
(INCHES)
WELD, "Y"
WASHER
TO BASE
PLATE
(INCHES)
7/8 1 9/16 3 3/8 2 3/16, NOTE 2
1 1 13/16 3 3/8 2 3/16, NOTE 2
1 1/4 2 1/16 3 1/2 3 3/16
1 1/2 2 5/16 3 1/2 1/2 3 3/16
1 3/4 2 3/4 4 5/8 4 1/4
2 3 1/4 5 3/4 4 5/16
2 1/2 3 3/4 5 1/2 7/8 4 5/16
NOTES:
1. PROVIDE SQUARE PLATE WASHERS CONFORMING TO ASTM A36 WITH STANDARD HOLES.
2. WELDS ARE NOT REQUIRED FOR GRAVITY COLUMNS.LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:13:26 PMS2−02
08.14.18TYPICAL FOUNDATION SECTIONS AND DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_0851TYPICAL BACKFILL AT FOUNDATION WALL
2 TYPICAL DETAIL AT VERT. CONSTRUCTION &
CONTROL JOINT FOR CONC. FOUND. WALLS
3 TYPICAL REINFORCING AT WALL
INTERSECTIONS SINGLE MAT REINFORCING
4 TYPICAL REINFORCING AT WALL
INTERSECTIONS DOUBLE MAT REINFORCING
5 TYPICAL MINIMUM REINFORCING AT CONCRETE
WALL OPENINGS
6 TYPICAL SLEEVE PENETRATION LOCATION AND
REINFORCING DIAGRAM AT FOUNDATION WALLS
7 TYP. SLAB ON GRADE JOINT DETAIL AT
COLUMNS (CONTRACTOR'S OPTION)
8 BASE PLATE AND ANCHOR ROD SCHEDULE
9 PLATE WASHER & GROUT THICKNESS
SCHEDULE
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
VERIFY SUMP PIT SIZE
w/ MEP DRAWINGS
SUMP PIT3/4"ELEVATOR PITVERIFY w/ ELEVATOR MANUFACTURER2'-0"8"1'-0" 1'-0"
1'-6"
2x4 KEY
CONTINUOUS
2#5 CONTINUOUS
#5 DOWELS @ 12"
2' - 0"1' - 0"
#4@12"
FIBER REINF.
CONCRETE8"1'-0" 1'-0"
STRINGER (BY STAIR SUPPLIER)
L3x3x1/4 W/ 3/4" DIA. EXPANSION
ANCHOR, 4" MIN. EMBEDMENT
2#5 CONTINUOUS BOTTOM
#4@12"
FIBER REINF.
CONCRETE MI
N.5"
LAP
TENSION
MIN.
8"MIN.1'-0"FINISHED GRADE
OR SLAB -
SEE PLAN
SEE ARCH.
DRAWINGS
FOR STAIR PROFILE
#3 NOSING BAR (TYP.)
FIBER REINF. CONCRETE
2#4 CONTINUOUS
#4 BAR AT
BOTTOM OF EACH
RISER
#4@18"
#4
CONTINUOUSMIN.5"
LAP
TENSION
MIN.
8"1'-0"MIN.1'-0"4' - 0" MAX.FINISHED GRADE
OR SLAB -
SEE PLAN
SEE ARCH.
DRAWINGS
FOR STAIR PROFILE
#3 NOSING BAR (TYP.)
FIBER REINF. CONCRETE
#4 CONTINUOUS
#4 BAR AT
BOTTOM OF EACH
RISER
#4@18"AA#4@12" E.W. AT
CHEEK WALL
3#5 CONTINUOUS
BOT. ALTERNATE
DOWELS HOOKS
MIN.
6"LAP
TENSION
OR CIVILSEE ARCH.BUILDING OR
CHEEK WALL
(WHERE REQ.)
CONCRETE OR
MASONRY
#4 DOWELS
SECTION A-A
2'-0"
FIBER
REINF.
CONCRETE
1'-0"3#4 E.W.
SQUARE
2'-0"
BASE PLATE 5/8"x10"x10"
W/ (4) 3/4" DIA.. x6" LONG
HEADED STUDS @ 6" E.W.
HSS3.500x0.216
NOTE:
FOR LANDING COLUMN
LOCATIONS - SEE ARCH.
3/16
8" 8"
#5@12"1'-0"VERIFY WITH ELEVATOR MFRELEVATOR PIT#5@12"
CONTINUOUS 2x4 KEY
AND WATERSTOP
GRANULAR
BACKFILL
120°
#4@12"
T/SLAB
SEE PLAN
#4 CONTINUOUS
#4@12"
#4@12" 10"2"EMBED PLATE 1/2"x8"x8" @ 4'-0"
(2 MIN.) W/ (4) 1/2" DIA. x 6" HEADED
STUDS (TYP. AT ELEVATOR SILL ANGLE)
ELEVATOR SILL ANGLE
COORDINATE WITH
ELEVATOR SUPPLIER
3/163"TYP.1 1/2"5"TYP.
1 1/2"
5"
WATER PROOFING
- SEE ARCH
2#4 CONT.
3' - 0"
EMBED
FIBER REINF.
CONCRETE
1'-0"
NOTE:
FOR REMAINDER OF SECTION
NOT SHOWN SEE .1'-0"1'-0"SUMP PIT2"2"
VERIFY SIZE W/ M.E.P.
SUMP PIT - SEE PLAN
#4@12" W/ STANDARD
90° HOOKS
PROVIDE 1" GRATING
COVER WHERE STATE
BUILDING CODE SPECIFIES
#4@12" E.W.
6/S2-03
1'-0"
2"2"
T/PILE CAP
#4@12" W/ STD.
90° HOOKS
PILE CAP REINF.
-SEE PLAN
PROVIDE 1" GRATING
COVER WHERE
CODE REQUIRES
#4@12" E.W.
T/SLAB
SEE PLAN
EMBED PLATE 1/2"x8"x8"
W/ (4) 1/2" DIA. x 6"
HEADED STUDS3"TYP.1 1/2"5"TYP.
1 1/2"
5"2"HSS8x4 SEPARATOR
BEAM W/ STD.
HOLES#4@
12"
#4
CONTINUOUS3' - 0"1 1/2"3"1 1/2"1/2"
1 1/2"
2"1/4"CONNECTION
DETAIL
PC WT5x15 W/
STD. HOLES
3/4" DIA. BOLT (HAND
TIGHTEN AND MAR
THREAD OR TACK WELD)
3/8" PLATE W/ HORIZ.
LONG SLOTS
EMBED
TYP.
1/4
3/16
FIBER REINF.
CONCRETE
1"
HSS
HSS8x4x1/2
TYP. U.N.O.
L6x4x3/8x1'-0" (LLH)
W/ 3/4" DIA.x6" LG.
STUDS AS SHOWN
4" 4"4" 4"
HSS
(CONTRACTOR TO COORD. LOCATIONS
W/ ELEVATOR DRAWINGS)
AT ELEVATOR PIT WALL
ELEV. VERTICAL RAIL
SUPPORT COLUMNS
(2) HSS
CONCRETE
BEAM
T/HSS
2-PL. 1/2"x6"x0'-6" W/
13/16"x2" VERT. SLOT FOR
3/4" DIA. (A325) THRU BOLT
(HAND TIGHTEN AND
MAR THREAD OR TACK
WELD)
AT FLOOR SLAB
PL. 1/2"x12"x1'-0" W/
4-3/4" DIA. HEADED
STUDS MIN. 6" EMBED
1"
5/16 3/4"CLR HSS (VERT. RAIL SUPPORTS,
CONTRACTOR TO COORDINATE
LOCATION W/ ELEVATOR DRAWINGS)
HSS SEPARATOR
BEAM (SEE PLAN)
AT SEPARATOR BEAM
HSS
T/SLAB
TYP.
1 1/2"5"TYP.1 1/2"5"3"2"8"10"3/16
ELEVATOR SILL ANGLE.
COORDINATE W/ ELEVATOR
SUPPLIER
CONTINUOUS 2x4 KEY
AND WATERSTOP
2#4 CONTINUOUS
#4@12" CONT.
EMBED PLATE 1/2"x8"x8"
@2'-0" W/ 4-1/2" DIA.x6"
HEADED STUDS (TYP. AT
ELEVATOR SILL ANGLE)
SEE MAT DETAILS FOR
REINFORCING AND
THICKNESS
3'-0"#4@12"
#5@12"
#4 CONT.FIBER REINF.
CONCRETE
ELEVATOR PIT - SEE FOUNDATION PLAN LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:13:30 PMS2−03
08.14.18TYPICAL FOUNDATION SECTIONS AND DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_0851TYPICAL THICKENED SLAB AT CONCRETE
STAIRS
2 TYPICAL THICKENED SLAB AT STAIR STRINGER
3 TYPICAL CONCRETE STAIR ON GRADE
4 TYPICAL CONCRETE STAIR ON GRADE
5 TYPICAL STAIR SUPPORT COLUMN
6 TYPICAL ELEVATOR PIT WALL
7 TYPICAL ELEVATOR SUMP PIT
8 TYPICAL ELEVATOR SUMP PIT AT PILE CAP
9 TYPICAL SEPARATOR BEAM CONNECTION
10 TYPICAL ELEVATOR RAIL SUPPORT DETAIL
11 TYPICAL ELEVATOR PIT WALL AT MATS
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
LAP SPLICE6"LAP SPLICE4'-0"4'-0"6"5'-0"8'-6"2'-6"2'-6"2'-6"2'-6"1'-9"1'-9"8'-0 1/2"8'-6"
1'-9"2'-6"1'-9"2'-6"2'-6"2'-6"3'-6"3'-0 1/2"2'-3 1/2"8'-6"8'-6"
2'-6"1'-9"1'-9"2'-6"2'-6"1'-9"2'-6"1'-9"9'-11 1/2"9'-11 1/2"
2'-6"2'-5 3/4"2'-5 3/4"2'-6"2'-6"2'-5 3/4"2'-6"2'-5 3/4"8'-6"12'-0"
2'-6"1'-9"3'-6"2'-6"2'-6"1'-9"2'-6"3'-6"11'-1"12'-0"
2'-6"3'-0 1/2"1'-9"2'-6"2'-6"3'-0 1/2"2'-6"1'-9"1'-9"1'-9"11'-1"12'-0"
2'-6"3'-0 1/2"1'-9"2'-6"2'-6"3'-0 1/2"2'-6"1'-9"1'-9"1'-9"12'-0"12'-0"
2'-6"3'-6"3'-6"2'-6"2'-6"3'-6"2'-6"3'-6"5'-0"2'-6"2'-6"2'-6"2'-6"
5'-0"
DOWELS TO MATCH
COLUMN VERTICAL BARS.
(SEE SCHEDULE) OR
SHEAR WALL VERTICAL
BARS (SEE SHEAR WALL
ELEVATIONS)
STEEL
PILES
PILE CAP-SEE PLAN 3" CLR.PROVIDE STD. 180 DEG.
HOOKS, TYPICAL
TOP BARS AS REQ'D,
SEE PILE CAP
DETAILS
SEE PILE CAP DETAILSPILE CAP DEPTHTYPICAL PILE PILES WITH TENSION
(UPLIFT)
SHOWN ON PLANS AS 2'-6" TYP.4" TYP.#8 DOWEL
SECTION A-A PILE4"4"#8 DOWEL
TYP.STEEL PILE
AWS D1.4-98,
TYP.(1/2")
(1/2")
A A
GRADE BEAM
PILE CAP-SEE PLAN
6" POCKET
3" CLR.TOP BARS AS REQ'D,
SEE PILE CAP
DETAILS
DOWELS TO MATCH
COLUMN VERTICAL BARS.
(SEE SCHEDULE) OR
SHEAR WALL VERTICAL
BARS (SEE SHEAR WALL
ELEVATIONS)
STEEL
PILES
PROVIDE STD. 180 DEG.
HOOKS, TYPICALSEE PILE CAP DETAILSPILE CAP DEPTHSEE FOR DETAIL FOR PILES IN TENSION (UPLIFT)1/S2-11 COLUMN & PILE CAPCOLUMN & PILE CAP
TYP, UNLESS NOTED
OTHERWISE ON PLAN TYP, UNLESS NOTEDOTHERWISE ON PLAN10#9 BOT., E.W.
COLUMN & PILE CAP
TYP, UNLESS NOTED
OTHERWISE ON PLAN
PILE CAP CENTROID &
COLUMN CENTER, TYP
UNLESS NOTED
OTHERWISE ON PLAN
8#10 BOT.,
TYP. 3 WAYSCOLUMN & PILE CAPCOLUMN & PILE CAP
TYP, UNLESS NOTED
OTHERWISE ON PLAN TYP, UNLESS NOTEDOTHERWISE ON PLAN12#10 BOT., E.W.COLUMN & PILE CAPCOLUMN & PILE CAP
TYP, UNLESS NOTED
OTHERWISE ON PLAN TYP, UNLESS NOTEDOTHERWISE ON PLAN15#10 BOT., E.W.COLUMN & PILE CAPCOLUMN & PILE CAP
TYP, UNLESS NOTED
OTHERWISE ON PLAN TYP, UNLESS NOTEDOTHERWISE ON PLAN16#10 BOT., E.W.COLUMN & PILE CAPCOLUMN & PILE CAP
TYP, UNLESS NOTED OTHERWISE ON PLANTYP, UNLESS NOTEDOTHERWISE ON PLAN23#10 BOT., E.W.COLUMN & PILE CAPCOLUMN & PILE CAP
TYP, UNLESS NOTED
OTHERWISE ON PLAN TYP, UNLESS NOTEDOTHERWISE ON PLAN23#10 BOT., E.W.COLUMN & PILE CAPCOLUMN & PILE CAP
TYP, UNLESS NOTED
OTHERWISE ON PLAN TYP, UNLESS NOTEDOTHERWISE ON PLAN23#10 BOT., E.W.
FIBER
REINF.
CONCRETE T/SLAB
SEE PLAN
COL. & FTG.
SEE SCHEDULE FOR
FOOTING SIZE AND
REINFORCING
2" DIA.
TEST HOLE
SEE NOTES 1 & 2NOTES:
1. DEPTH OF TEST HOLE TO EQUAL 1.5 x LARGER FOOTING DIMENSION (MIN. 6 FEET, MAX. 10 FEET).
2. FOOTINGS GREATER THAN 5 FEET IN WIDTH REQUIRE TWO HOLES.
T/FTG
SEE PLAN
STD 90 DEGREE
HOOK
T/SOUND ROCK
TIES @ 6"
IN FOOTING
COLUMN
COLUMN DOWELS -
COORDINATE WITH
COLUMN SCHEDULE
SOUND ROCK
UNREINFORCED
CONCRETE
FILL (f 'c = 3,000 psi MIN.)
FOOTING
TEST HOLE
SEE SECTION FOR
ADDITIONAL INFORMATION
H/2H/2 (8'-0" MAX.)H12/S2-11 COLUMN & PILE CAPCOLUMN & PILE CAP
TYP, UNLESS NOTED
OTHERWISE ON PLANTYP, UNLESS NOTEDOTHERWISE ON PLAN8#9 BOT., E.W.LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:13:36 PMS2−11
08.14.18TYPICAL FOUNDATION SECTIONS AND DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_0851SECTION AT TYPICAL PILE CAP
2 SECTION AT TYPICAL PILE CAP / GRADE BEAM
4 PILE CAP TYPE "PC2"
DEPTH = 4'-4"
5 PILE CAP TYPE "PC3"
DEPTH = 4'-4"
6 PILE CAP TYPE "PC4"
DEPTH = 4'-4"
7 PILE CAP TYPE "PC5"
DEPTH = 4'-4"
8 PILE CAP TYPE "PC6"
DEPTH = 5'-6"
9 PILE CAP TYPE "PC7"
DEPTH = 5'-6"
10 PILE CAP TYPE "PC8"
DEPTH = 5'-6"
11 PILE CAP TYPE "PC9"
DEPTH = 6'-0"
12 TYPICAL COLUMN FOOTING DETAIL
13 TYP. SECTION AT FOOTING ON ROCK BEARING
ELEV. BELOW BOTTOM OF FOOTING
3 PILE CAP TYPE "PC1"
DEPTH = 4'-4"
FOOTING SCHEDULE
MARK LENGTH WIDTH THICKNESS
BOTTOM REINFORCEMENT
LONG WAY SHORT WAY
F4 4'-0" 4'-0" 1'-0" 7#4 7#4
F7 7'-0" 7'-0" 4'-0" 8#9 8#9
14 FOOTING SCHEDULE
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
4
5
5
3.9 5.7
5.7
B.8B.8
D.4
D.4
C.8C.8
C.9C.9 SW-2ASW-3ASW-4A
SW-5A
SW-6A2'-6"5'-9"5'-9"4'-6"4'-6"4'-6"4'-6"2'-6"2'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 4'-6" 2'-6"
25'-0"21'-10"19'-10"6"21'-5"2'-3"2'-3"WALL2'-3"2'-3"WALLWALL
2'-6"
2 LAYERS #9@12"T
2 LAYERS #9@6"B
2 LAYERS #9@12"T2 LAYERS #9@6"B2 LAYERS #9@12"T
2 LAYERS #9@6"B2 LAYERS #9@12"T2 LAYERS #9@6"B2'-6"4'-6"4'-6"4'-6"4'-6"5'-9"D.2
C.1
D.1
2.8
2.8
B.8B.8
D.4
D.4
C.8C.8
C.9C.9
SW-1A2.3
11'-0"8'-10"6"15'-8"5'-9"2'-6" 4'-6" 4'-6" 4'-6" 4'-6" 2'-6"
WALL
2'-0"4'-6"4'-6"4'-6"4'-9"4'-9"4'-9"4'-9"4'-9"4'-6"4'-6"4'-6"3'-0"2'-3" 2'-3"#9@12"T2 LAYERS #9@6"B#9@12"T
2 LAYERS #9@6"B
#9@12"T
2 LAYERS #9@12"B
#9@12"T
2 LAYERS #9@6"B
D.2 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:13:40 PMS2−12
08.14.18FOUNDATION SECTIONS AND DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_0851PILE CAP TYPE "PC118"
PILE CAP DEPTH = 84"2 PILE CAP TYPE "PC48"
PILE CAP DEPTH = 84"
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
8" 8" 1'-6"
FINISHED GRADE
OR T/SLAB-
SEE ARCH.
DRAWINGS
5#4 CONTINUOUS
#5@12"8"T/SLAB
SEE PLAN
2x4 KEY
#4@12"
#4@12"
#4 CONTINUOUSC8x11.5 CONTINUOUS WITH
1/2''Ø x 6'' HEADED STUDS
@ 2'-0'' (STAGGERED)60°
GRANULAR
BACKFILL
FIBER REINF.
CONCRETE
1'-0"1'-0" MIN.4'-0" MAX.ELEVATOR PIT ELEVATOR PIT
ELEVATOR PITT/SLAB
SEE PLAN
7'-1"5'-4"9'-3"T/SLAB
SEE PLAN
T/FND.
703'-11"
SHEARWALL-
SEE PLAN
SHEARWALL-
SEE PLAN
RAISED SLAB ON
POLYSTYRENE FILL
-SEE 1/S3-01
RAISED SLAB ON
POLYSTYRENE FILL
-
T/SLAB
SEE PLAN
3'-6"T/FND
#6@12"
10#6 CONT. T&B
3" CLR.2'-6"4'-0"2'-6"
BOND BREAKER
SEE 16/S2-01
12"CONCRETE
SLAB
4"
1'-4"
SEE 16/S2-01
#8@9"
#4@12" CONT.
#4@12"2'-0"6'-0"#8@9"
#4@12"
#4@9"
T/SLAB
SEE PLAN
3'-0"
SEE 3/S2-01 FOR
DETAILS NOT SHOWN
1 1/2" CLR.
8"
#4@10"
#4@8" CONT.
T/SLAB
VARIES
T/SLAB
VARIES
T/SLAB
SEE PLAN
T/SLAB
VARIES
#4@10"
#4@8" CONT.
2#4 CONT.6"6"
1'-0"
12" CMU WALL
T/WALL
SEE ARCH
SEE 3/S2-01
CONTINUOUS 2x4 KEY
AND WATERSTOP
T/SLAB
VARIES
SEE 16/S2-01 SEE ARCH.2'-9" MIN.1 1/2" CLR
#4@8" CONT.
#4@8"
T/FTG
SEE PLAN
CONTINUOUS 2x4 KEY
AND WATERSTOP
3'-4" 8" 1'-0"2'-0"#5@12"
18#7 CONT.
SEE 16/S2-01
T/SLAB
SEE PLAN
T/FTG
SEE PLAN
T/SLAB
VARIES
SEE 16/S2-01
#4@8" CONT.
#4@10"
12" CMU WALL
CONTINUOUS 2x4 KEY
AND WATERSTOP
3'-0" 1'-0" 1'-0"2'-0"2'-9" MIN.SEE 16/S2-01
T/SLAB
SEE PLAN
2'-0"#5@12"
18#7 CONT.LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:13:43 PMS2−21
08.14.18FOUNDATION SECTIONS AND DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
2 TYPICAL SECTION AT LOADING DOCK
1 SECTION5SECTION
3 SECTION
4 SECTION
6 SECTION
7 SECTION
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
PILE CAP - SEE PLAN
ELEVATOR SHAFT
SEE 6/S2-03 FOR ELEVATOR
PIT INFORMATION
#4@12" E.F.
#4 CONT. E.F.
LEVEL 1
SEE PLAN
8 1/2"
8"#4@12" CONT.
#4@12"
SEE 16/S2-01
T/SLAB
SEE PLAN
STONE VENEER -
SEE ARCH.
T/LEDGE
SEE ARCH.6'-0" MAX.HANDRAIL -
SEE ARCH.1'-0"1'-0" 4" 8" 2'-6"
#5@12"
#4@12" CONT.
CONTINUOUS 2x4 KEY
AND WATERSTOP
#4@12"#5@12"
6#4 CONT.
FINISHED GRADE -
SEE CIVIL
T/FTG
SEE PLANAND CIVILCOORD. W/ ARCHSEE 16/S2-01
T/SLAB
SEE PLAN
FINISHED GRADE -
SEE CIVIL
1'-0"3'-2" 1'-4" 1'-0"
FACADE -
SEE ARCH.AND CIVILCOORD. W/ ARCH7'-0" MAX.T/LEDGE
SEE ARCH.
T/FTG
SEE PLAN
8" 8"
#5@9"
#4@12" CONT.
CONTINUOUS 2x4 KEY
AND WATERSTOP
#4@12"
#5@12"
9#4 CONT.
EQ EQ
T/SLAB
SEE PLAN
FINISHED GRADE -
SEE CIVIL
SEE 19/S2-01 FOR
TRENCH DRAIN
DETAIL
CONCRETE CURB -
SEE 4/S2-01
PLANSEET/CURB
SEE ARCH.
8"
FACADE -
SEE ARCH.
SEE 16/S2-01
T/SLAB
SEE PLAN
FINISHED GRADE -
SEE CIVIL
CONCRETE WALL -
FOR
REINF.
SEE 8/S3-52
7'-6" MAX.1'-0" 3'-0"2'-0"6" 6" 6"1'-0"T/FTG
SEE PLAN
#5@12"
#4@12" CONT.
CONTINUOUS 2x4 KEY
AND WATERSTOP
LAP SPLICECLASS "B" TENSIONLAP SPLICECLASS "B" TENSION#5@12"
#5@12"
16#7 CONT.
SEE 16/S2-01
T/SLAB
SEE PLAN
1'-0"FINISHED GRADE -
SEE CIVIL
CONTINUOUS 2x4 KEY
AND WATERSTOP
#5@12"
16#7 CONT.2'-0"6'-0" MAX.AND CIVILCOORD. W/ ARCH.T/FTG
SEE PLAN
#5@12"
#4@12" CONT.
#5@12"
1'-0" 3'-0"LAP SPLICECLASS "B" TENSIONSEE 16/S2-01
T/SLAB
SEE PLAN
FINISHED GRADE -
SEE CIVIL
CONTINUOUS 2x4 KEY
AND WATERSTOP
#5@12"
16#7 CONT.
T/FTG
SEE PLAN
#5@12"
#4@12" CONT.
#5@12"LAP SPLICECLASS "B" TENSIONAND CIVILCOORD. W/ ARCH.7'-0" MAX.2'-0"1'-0" 3'-0"
12" CMU WALL
SEE 16/S2-01
T/SLAB
SEE PLAN
FINISHED GRADE -
SEE CIVIL
CONTINUOUS 2x4 KEY
AND WATERSTOP
#5@12"
16#7 CONT.
T/FTG
SEE PLAN
#5@12"
#4@12" CONT.
#5@12"2'-0"6'-0" MAX.AND CIVILCOORD. W/ ARCH.GUARDRAIL -
SEE ARCH.
1'-0" 3'-0"1'-0"LAP SPLICECLASS "B" TENSIONLLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:13:47 PMS2−22
08.14.18FOUNDATION SECTIONS AND DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_0851SECTION
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
2 SECTION4SECTION
3 SECTION
5 SECTION
6 SECTION
7 SECTION
8 SECTION 08/14/18
SEE 16/S2-01
T/SLAB
SEE PLAN
FINISHED GRADE -
SEE CIVIL
CONTINUOUS 2x4 KEY
AND WATERSTOP
#5@12"
16#7 CONT.
T/FTG
SEE PLAN
#5@12"
#4@12" CONT.
#5@12"2'-0"6'-0" MAX.GUARDRAIL -
SEE ARCH.
1'-6" 1'-0" 1'-6"AND CIVILCOORD. W/ ARCH.1'-0"LAP SPLICECLASS "B" TENSIONT/SLAB
SEE PLAN
FINISHED GRADE -
SEE CIVIL
SEE 16/S2-01
CONTINUOUS 2x4 KEY
AND WATERSTOP
#5@12"
16#7 CONT.
#5@12"
#4@12" CONT.
#5@12"
1'-0" 3'-0"LAP SPLICECLASS "B" TENSION12" CMU WALL
2'-0"6'-6" MAX.AND CIVILCOORD. W/ ARCH.T/FTG
SEE PLAN
FINISHED GRADE -
SEE CIVIL
SEE 16/S2-01
T/SLAB
SEE PLAN
1'-0"CONTINUOUS 2x4 KEY
AND WATERSTOP
#5@12"
16#7 CONT.
T/FTG
SEE PLAN
#5@12"
#4@12" CONT.LAP SPLICECLASS "B" TENSION2'-0"10'-0" MAX.AND CIVILCOORD. W/ ARCH.1'-6" 1'-0" 1'-6"
DETENTION
VAULT
T/SLAB
SEE PLAN
PREFORMED
JOINT FILLER
3#4CONT.
8"
VAULT SLAB -
SEE PLAN FOR
SLAB REINF.
1'-0"6'-0" MAX.4"1'-3"SEE PLANT/FTG
SEE CIVIL
#4@12" E.F.
#4@9" E.F.PLANSEE1'-8"#4@12" U-BAR
#7@12 E.W.
T&B
3'-6"T/FND
#6@12"
10#6 CONT. T&B
3" CLR.2'-6"4'-0"2'-6"
SEE 16/S2-01
#8@9"
#4@12"
T/SLAB
SEE PLAN
8" 4"
1'-4"
3'-0"
1 1/2" CLR
#4@8"
#4@8"
8"2'-9" MIN.T/SLAB
VARIES
#8@9"
#4@12" CONT.
#4@12"
T/SLAB
SEE PLAN
SEE 16/S2-01
T/FTG
SEE PLAN
T/SLAB
SEE PLAN
#5@12"
#4@12"
CONT.
CONTINUOUS 2x4 KEY
AND WATERSTOP
2'-10" 8" 1'-0"2'-0"5'-0" MAX.#5@12"
18#7 CONT.LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:13:50 PMS2−23
08.14.18FOUNDATION SECTIONS AND DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
1 SECTION
2 SECTION
3 SECTION
4 SECTION AT DETENTION VAULT
5 SECTION6SECTION
08/14/18
18" MAX.SEEPLANSEE ARCH.15" MAX.SEEPLAN18" MAX.SEEPLANSEE ARCH.15" MAX.SEEPLANEXTRUDED POLYSTYRENE BOARD FILLER
(SEE STRUCTURAL NOTES)
CONCRETE
WALL
PLAN DETAIL AT RAISED SLAB
EXTRUDED POLYSTYRENE BOARD
FILLER
(SEE STRUCTURAL NOTES)
RAISED SLAB THICKNESS IS GREATER THAN 6"
TOPPING SLAB THICKNESS LESS THAN OR EQUAL TO 6"
FIBER TYPE "B"
REINF. CONCRETE
#4 @18" AT EDGE
RIBS
#4@18" AT EDGE WALLS
6"
APPLY BONDING AGENT
AT TOP OF STRUCTURE/SLAB
FIBER REINF.
CONCRETE
T ≤ 6"T > 6"4"6"
TYP.
8'-0"TYP.
6"TYP.6"TYP.4'-0"6" 4'-0" 6" 4'-0" 6"
APPLY BONDING AGENT AT
TOP OF STRUCTURE/SLAB
NOTES:
1. TOPPING SLABS SHALL BE LIGHTWEIGHT STRUCTURAL CONCRETE.
2. PROVIDE CONTRACTION JOINTS SIMILAR TO SLAB ON GRADE
CONTRACTION JOINTS FOR LARGE TOPPING SLAB AREAS
NOTE:
1. SINGLE CONDUIT OUTSIDE DIAMETER (O.D.) SHALL NOT EXCEED 1/4 THE SLAB THICKNESS.
2. THE COMBINED HEIGHT OF CROSSING CONDUITS SHALL NOT EXCEED 1/3 THE SLAB THICKNESS.
3. MINIMUM SPACING OF CONDUITS IS 3xO.D.
4. REINFORCE JUCTION BOXES AS SLAB OPENINGS.
5. ADDITIONAL REINFORCEMENT SHOWN IN DETAIL REQUIRED AT GROUPS OF 3 OR MORE CONDUITS.
6. SEE STRUCTURAL NOTES FOR CLEAR COVER, T&B.PLANSEESEE NOTE 6ADD #3@12"x3'-0" (MIN.) EXTEND
12" PAST EACH SIDE OF CONDUIT
TOP OR BOTTOM (WHICHEVER
FACE CONDUIT IS CLOSEST)
CONDUIT
T/SLAB
SEE PLAN
L2-1/2x2-1/2x1/4 W/ 1/2" DIA.x5"
HEADED STUDS @ 12"
M.P.E. SUPPORT
NOTE:
INSTALL EMBEDS AS REQUIRED FOR
EQUIPMENT ATTACHMENT, U.N.O
NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR THE STRUCTURAL DESIGN OF HANDRAILS AND THEIR ATTACHMENT TO THE
STRUCTURE. CONTRACTOR ALSO RESPONSIBLE FOR SEALING THE INTERIOR OF HOLLOW HANDRAIL POST AGAINST
WATER INTRUSION.
2. SEE ARCHITECTURAL DRAWINGS FOR HANDRAIL DESIGN.
3. 5 1/2" MIN. - SEE ARCHITECTURAL DRAWINGS.
4. PLACE 1#4 CONT. AND #3 HAIRPINS FLUSH WITH INSIDE OF SLAB ROTATED HOOK BAR. IF NO HOOK, PROVIDE 1 1/2"
CLEAR.
5. IF PT ANCHOR @ EDGE, TRANSITION #4 BETWEEN #3 HAIRPINS @ HANDRAIL POST BLOCKOUT PER SECTION A.
6. #3 HAIRPIN SHALL BE TYPICAL BAR BEND TYPE 17 PER CRSI MANUAL OF STANDARD PRACTICE.
7. MAINTAIN 1 1/2" REBAR COVER IN CORNER @ HAIRPIN OVERLAP.
8. REFER TO STRUCTURAL NOTES SHEET AND SPECIFICATIONS FOR REQ'D COVER OF SLAB REBAR. REFER TO PLANS FOR
REQ'D TOP & BOTTOM REBAR.
9. IF BOTTOM TEMP. REBAR REQ'D ON PLANS, PLACE ONE OF THESE BARS TOP @ 1 1/2" CLEAR OF HANDRAIL BLOCKOUT.
OTHERWISE, PLACE ONE TOP TEMP. BAR @ THIS LOCATION.
10. ALUMINUM POSTS GOUTED INTO CONCRETE SHALL BE COATED TO PREVENT ELECTROLYTIC, GALVANIC, OR OTHER
REACTIONS. UNLESS SPECIFIED BY THE ARCHITECT OR SUPPLIER, EMBEDDED PORTIONS SHALL BE PROTECTED BY A
BITUMINOUS OR ASPHALT-BASED PAINT OR COATING.
BLOCKOUT & EDGE OF SLAB
4" MIN. BETWEEN EDGE OF
AT EDGE
TERMINATE 2#4 PT BACKER BARS 1 1/2"
CLR. FROM BLOCKOUT (IF APPLICABLE).
PLACE BARS BETWEEN #3 HAIRPINS.
EDGE
OF SLAB
1#4
CONT.
NOTE 4
A
B
#3 HAIRPIN T&B (NOTE 6)
HANDRAIL POST
1' - 9"
8"
TYP. SLAB TOP HK. BAR
POST BLOCKOUT SIZE BY HANDRAIL
DESIGNER (CONTRACTOR TO COORD.
W/ ARCHITECT). CENTER BLOCKOUT 6"
MIN. FROM SLAB EDGE, TYP.
IF BLOCKOUT IS GREATER THAN 4"
DIA. OR 4"x4", CONTACT E.O.R.
AT CORNER
EDGE
OF SLAB
A
B
HANDRAIL POST
TYP. SLAB TOP
HK. BAR
OVERLAPPING
HAIRPINS
(NOTE 7)
#3 HAIRPIN T&B
(NOTE 6)CLR.1 1/2"CLR.1 1/2"NOTE 3MAX.1/2"BLOCKOUT1 1/2" BOT. OF CLR.
1 1/2"
SLAB TEMP.
BARS (NOTE 9)
DRIP BEAD
COORD. W/ ARCH.
1#4 CONT.
#3 HAIRPIN T&B
SECTION A
SLAB TEMP.
BARS (NOTE 9)
ROTATE SLAB HOOK AS REQ'D
TO MAINTAIN 1 1/2" MIN.
SOFFIT CLEAR COVER.
SECTION B
NOTE 8
TO DRIP BEAD)
1 1/2" CLR. (BOT. BAR NOTE 8NOTE 81#4 CONT.
(NOTE 5)
2#4 PT BACKER BARS.
SIM.
SIM.
1
1
6"1"2#4
(CENTERED ON CORNER)
SEE NOTE 1 AND NOTE 2
3'-6".
6"
1
1
2#4x3'-0" (CENTER
ON CORNER) SEE
NOTE 1
NOTES:
1. INSTALL BELOW UPPER LAYER OF SLAB REINFORCING.
2. DOES NOT APPLY TO BALCONY CORNERS.
6"
NOTE:
1. NO SLAB PENETRATIONS EXCEEDING 4" SHALL BE PLACED WITHIN 2'-0" OF COLUMNS WITHOUT
PRIOR APPROVAL OF THE ENGINEER.
2. SLAB PENETRATIONS SHOULD BE AVOIDED ALONG LINES OF CONCENTRATED (BANDED) POST-
TENSIONED TENDONS.
3. NO SLAB PENETRATIONS LARGER THAN INDICATED HERE SHALL BE PERMITTED WITHOUT PRIOR
APPROVAL OF THE ENGINEER.
2#4 x 4'-0" DOWELS - TYP. ALL
FOUR SIDES OF BLOCKOUT.
2"MAX.
1'-0"2"
TEMPORARY BLOCKOUT
NOTES:
1. WHERE CLEAR SPACING "A" BETWEEN ADJACENT SLEEVES IS LESS THAN 3", THE SLEEVE GROUP
SHALL BE TREATED AS AN EQUIVALENT RECTANGULAR OPENING WITH LENGTH "L" AND WIDTH "W" AS
SHOWN.
2. WHERE CLEAR SPACING BETWEEN ADJACENT SLEEVES IS GREATER THAN OR EQUAL TO 3",
SCHEDULED SLAB BAR REINFORCEMENT SHALL BE OFFSET AS REQUIRED TO MISS SLEEVES.
3. REINFORCEMENT SHOWN IS ADDITIONAL TO SCHEDULED SLAB REINFORCEMENT.
4. SCHEDULED SLAB MESH REINFORCEMENT MAY BE CUT AS REQUIRED TO MISS PIPE SLEEVES.
5. REFER TO MECHANICAL DRAWINGS FOR LOCATION AND SIZE OF SLEEVES.
6. ISOLATED PIPE SLEEVES THAT ARE SMALLER THAN 5" AND DO NOT INTERRUPT REINFORCING DO NOT
REQUIRE THE USE OF THIS DETAIL.
7. THIS DETAIL SHOULD NOT BE USED FOR OPENING GROUPS WITH DIAMETERS LARGER THAN 12".
CONSULT ENGINEER FOR FRAMING OF SUCH CONDITIONS.
A2'-0"2'-0"
A
"L""W"TYP.2"2' - 0" MIN.Ld + W/22' - 0" MIN.
Ld + W/2
PLAN VIEW FOR A ≥ 3"
PLAN VIEW FOR A < 3"
EQUIVALENT RECTANGULAR
OPENING PROVIDE 1/2 OF INTERRUPTED
REINFORCEMENT PLUS ONE ADDL.
BAR OF SAME SIZE AS INTERRUPTED
REINFORCEMENT ON EACH SIDE OF
EQUIVALENT RECTANGULAR OPENING.
PROVIDE MINIMUM (1) #4 TOP AND
BOTTOM EACH SIDE OF OPENING.
(1) #4 TOP & BOTTOM (TYP.)
(1) #4 TOP & BOTTOM2" TYPICAL6" 6"
WINDOW WASHING
TIE-BACK (BY OTHERS)
COORDINATE ATTACHMENT
WITH MANUFACTURER
REQUIREMENTS
EMBED PLATE 1"x18"x1'-6"
W/ 9-3/4" DIA.x3 3/8" HEADED
STUDS
ADDITIONAL 4#4x8'-0"@6" E.W.
TOP & BOTTOM CENTERED
ABOUT TIE-BACK
6" 6"
EMBED PLATE 1"x18"x1'-6"
W/ 9-3/4" DIA.x3 3/8" HEADED
STUDS
ADDITIONAL 4#4x8'-0"@6" E.W.
TOP & BOTTOM CENTERED
ABOUT TIE-BACK 3"PLATE 3/4"x8"x8"
HSS6.625x0.280
5/16
5/16
1 1/4" PLATE
5000 LB
WORKING
LOAD (MAX.)R
3
"R 2 "
TIE-BACK ANCHOR NOTES
1. ALL STEEL EXPOSED
TO WEATHER SHALL
BE GALVANIZED.
2. ALL PLATE CORNERS
SHALL BE GROUND
SMOOTH.
3. SEE ARCH DWGS. FOR
LOCATIONS.
TYP.
2"
WINDOW WASHING
TIE-BACK (BY OTHERS)
COORDINATE ATTACHMENT
WITH MANUFACTURER
REQUIREMENTS
EMBED PLATE 1"x12"x1'-0"
W/ 4-3/4" DIA.x6" HEADED
STUDS
ADDL 4#4 CLOSED TIES @6"
CENTERED ABOUT TIE-BACK
3"PLATE 3/4"x8"x8"
HSS6.625x0.280
5/16
5/16
1 1/4" PLATE
5000 LB
WORKING
LOAD (MAX.)R
3
"R 2 "
TIE-BACK ANCHOR NOTES
1. ALL STEEL EXPOSED
TO WEATHER SHALL
BE GALVANIZED.
2. ALL PLATE CORNERS
SHALL BE GROUND
SMOOTH.
3. SEE ARCH. DWGS.
FOR LOCATIONS.
ADDL 4#4 CLOSED TIES @6"
CENTERED ABOUT TIE-BACK
EMBED PLATE 1"x12"x1'-0"
W/ 4-3/4" DIA.x6" HEADED
STUDS
TYP.
2"LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:13:54 PMS3−01
08.14.18TYPICAL FRAMING SECTIONS AND DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_0851TYPICAL CONCRETE TOPPING/RAISED SLAB
DETAILS
2 TYPICAL SECTION AT CONDUIT
IN ELEVATED SLAB
3 TYPICAL EMBED DETAIL AT MECHANICAL
OPENINGS
4 TYPICAL DETAIL AT HANDRAIL POST BLOCKOUT
5 TYPICAL ADDITIONAL SLAB CORNER
REINFORCING
6 TYPICAL DETAIL AT MEP BLOCKOUTS
8 TYPICAL DETAIL AT PIPE SLEEVES
7 NOT USED
9 TYPICAL ROOF TIE-BACK
(TIE-BACK NOT BY SDL)
10 TYPICAL ROOF TIE-BACK
(ALTERNATE TO 9/S3-01)
11 TYPICAL ROOF TIE-BACK
(TIE-BACK NOT BY SDL)
12 TYPICAL ROOF TIE-BACK
(ALTERNATE TO 11/S3-01)
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
2"3'1/4"1/2"1 1/2"2"1 1/2"1 1/2"3'1/4"T/SLAB
STAIR STRINGER (BY
STAIR SUPPLIER) SEE
ARCH. DRAWINGS
STAIR LANDING (BY
STAIR SUPPLIER)
L5x3x3/8 (LLV)
WASHER & NUT - MAR
THREADS OR TACK
WELD NUT THREADS
AT END OF HANGER
PLATE 3/8"x7"x7"
PLATE 1/2"x8"x8"
W/ 4-3/4" DIA.x6"
HEADED STUDS 1"6"1"1"
4" 3"
EMBED 8"8"
FACE OF
CONCRETE
3/16
6
6
T/SLAB
EMBED
1 1/2"5 1/2"5 1/2"1 1/2"4"1'-2"
B/BEAM
1/2"x7"x1'-2"
EMBED PLATE
W/ 3-3/4" DIAx 6"
HEADED STUDS
ROD TO STRINGER
CONNECTION
BY STAIR SUPPLIER
HANGER ROD
BY STAIR SUPPLIER
(COORD LOCATION
WITH ARCH)
STAIR STRINGER (BY
STAIR SUPPLIER) SEE
ARCH. DRAWINGS
STAIR LANDING (BY
STAIR SUPPLIER)
ARCH
SEE4"HANGER ROD TO
EMBED
CONNECTION
BY STAIR SUPPLIER
(COORD EDGE OFF
CONNECTION W/
ARCH)
CENTER ROD ON
EMBED PLATE
HANGER ROD
BY STAIR SUPPLIER
(COORD LOCATION
WITH ARCH)
NOTES:
1. IF WALL IS 8" CMU THEN ELIMINATE ROD
HANGER AND USE CMU TO SUPPORT
METAL STAIR.
T/SLAB
STAIR STRINGER (BY
STAIR SUPPLIER) SEE
ARCH. DRAWINGS
STAIR LANDING (BY
STAIR SUPPLIER)
L5x3x3/8 (LLV)
WASHER & NUT - MAR
THREADS OR TACK
WELD NUT THREADS
AT END OF HANGER
PLATE 3/8"x7"x7"
PLATE 1/2"x8"x8"
W/ 4-3/4" DIA.x6"
HEADED STUDS 1"6"1"1"
4" 3"
EMBED 8"8"
FACE OF
CONCRETE
3/16
6
6
T/SLAB
EMBED
1 1/2"5 1/2"5 1/2"1 1/2"4"1'-2"
B/BEAM
1/2"x7"x1'-2"
EMBED PLATE
W/ 3-3/4" DIAx 6"
HEADED STUDS
ROD TO STRINGER
CONNECTION
BY STAIR SUPPLIER
HANGER ROD
BY STAIR SUPPLIER
(COORD LOCATION
WITH ARCH)
STAIR STRINGER (BY
STAIR SUPPLIER) SEE
ARCH. DRAWINGS
STAIR LANDING (BY
STAIR SUPPLIER)
ARCH
SEE4"HANGER ROD TO
EMBED
CONNECTION
BY STAIR SUPPLIER
(COORD EDGE OFF
CONNECTION W/
ARCH)
CENTER ROD ON
EMBED PLATE
HANGER ROD
BY STAIR SUPPLIER
(COORD LOCATION
WITH ARCH)
NOTES:
1. IF WALL IS 8" CMU THEN ELIMINATE ROD
HANGER AND USE CMU TO SUPPORT
METAL STAIR.
STAIR STRINGER
(BY STAIR SUPPLIER)
SEE ARCH.1 1/2"L4x3x1/4xCONT. (LLV)
W/ 1/2" DIA.x6" HEADED
STUDS @ 24"
EMBED PLATE 1/2"x12"x12"
W/ (4) 3/4" DIA. x6" LONG
HEADED STUDS @ 4" E.W.
5/16
SEE PLAN
NOTE:
FOR LANDING COLUMN
LOCATIONS - SEE ARCH.
STAIR STRINGER
(BY STAIR
SUPPLIER)T/SLAB
EMBED PLATE 3/4"x8"x0'-8" w/
4 - 3/4"x4" HEADED STUDS
STAIR STRINGER
(BY STAIR
SUPPLIER)
SECTION - A
SEE ARCH. PLAN
A
∠4x4x1/4x0'-6"
AND ANGLE LEG
EMBED PLATE
1/4
TYP.
1 1/2"5"5"TYP.1 1/2"3/16
EMBED PLATE 1/2"x8"x8"
@2'-0" W/ 4-1/2" DIA.x6"
HEADED STUDS
ELEVATOR SILL ANGLE. COORDINATE
W/ ELEVATOR SUPPLIER2"MIN.3"TYP.
1 1/2"5"3"5"TYP.1 1/2"3/16
EMBED PLATE 1/2"x8"x8"
@2'-0" W/ 4-1/2" DIA.x6"
HEADED STUDS
ELEVATOR SILL ANGLE. COORDINATE
W/ ELEVATOR SUPPLIER2"MIN.3"ARCH. FINISHED FLOOR
2#4x3'-0" CENTERED
ON EMBED PLATE
HSS8x4 SEPARATOR
BEAM W/ STD. HOLES
T/SLAB
ARCH. FINISHED FLOOR
EMBED PLATE 1/2"x8" W/
4-1/2" DIA.x6" HEADED STUDS
TYP.
1 1/2"5"5"TYP.1 1/2"SEE DETAIL A
1/2"
1 1/2"1 1/2"1 1/2"1/4"3/8" PL. W/ HORIZ.
LONG SLOTS
3/4" DIA. BOLT (HAND
TIGHTEN AND MAR
THREAD OR TACK WELD)
PC WT5x15
W/ STD. HOLES
3/16
TYP.
3/16
DETAIL A
HSS8x4 SEPARATOR
BEAM W/ STD. HOLES
T/SLAB
ARCH. FINISHED FLOOR
EMBED PLATE 1/2"x8" W/
4-1/2" DIA.x6" HEADED STUDS
TYP.
1 1/2"5"5"TYP.1 1/2"SEE DETAIL A
1/2"
1 1/2"1 1/2"1 1/2"1/4"3/8" PL. W/ HORIZ.
LONG SLOTS
3/4" DIA. BOLT (HAND
TIGHTEN AND MAR
THREAD OR TACK WELD)
PC WT5x15
W/ STD. HOLES
3/16
TYP.
3/16
DETAIL A
4"5"TYP.1 1/2"2"T/SLAB
EMBEDDED PLATE -
3/8"x8"x0'-8" W/
4-3/4"x4" HEADED
STUDS
FACE OF
CONC. SLAB
STAIR STRINGER
(BY STAIR SUPPLIER)
T/SLAB
EMBEDDED PLATE -
3/8"x8"x0'-8" W/
4-3/4"x4" HEADED
STUDS
1"
1"LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:13:57 PMS3−02
08.14.18TYPICAL FRAMING SECTIONS AND DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_0851TYPICAL STAIR HANGER DETAIL FOR STAIRS
LESS THAN 10'-0" WIDE
2 TYPICAL STAIR HANGER DETAIL FOR STAIRS
LESS THAN 10'-0" WIDE
3 TYPICAL STAIR STRINGER ATTACHMENT
5 TYPICAL STAIR SUPPORT COLUMN
6 TYPICAL STAIR STRINGER ATTACHMENT AT
ELEVATED POST - TENSIONED SLAB
7 TYPICAL SECTION AT ELEVATOR SILL
8 TYPICAL SECTION AT ELEVATOR SILL
9 TYPICAL SEPARATOR BEAM CONNECTION
10 TYPICAL SEPARATOR BEAM CONNECTION
4 TYPICAL STAIR STRINGER ATTACHMENT
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
T2" CLEAR
FOR BUNDLES OF 4 OR MORE
TENDONS - SEE DETAIL FOR
BANDED TENDONS
2#4 CONTINUOUS (MIN.)
TENDON ANCHOR. IF T<7",
TURN HORIZONTAL TFOR BUNDLES OF 4 OR MORE
TENDONS - SEE DETAIL FOR
BANDED TENDONS
TENDON ANCHOR. IF T<7",
TURN HORIZONTAL
2#4 CONTINUOUS (MIN.)
POCKET FORMER
CUT OFF EXCESS TENDON
AND DRY PACK POCKET
AFTER STRESSING
T2" CLEAR
STRESS A MINIMUM OF 2 TENDONS
AT THE SLAB EDGE PERPENDICULAR
TO THE BANDED TENDONS BEFORE
THE BANDED TENDONS ARE
STRESSED
TENDON ANCHOR. IF T<7",
TURN HORIZONTAL
T/2 1'-2"
2#4 CONTINUOUS (MIN.)
#3 HAIRPINS AT BANDED
TENDONS (TOTAL EQUAL TO
NUMBER OF ANCHORS PLUS ONE)
SEE DETAIL FOR SPACING TSTRESS A MINIMUM OF 2 TENDONS
AT THE SLAB EDGE PERPENDICULAR
TO THE BANDED TENDONS BEFORE
THE BANDED TENDONS ARE
STRESSED
T/2 1'-2"#3 HAIRPINS AT BANDED
TENDONS (TOTAL EQUAL TO
NUMBER OF ANCHORS PLUS ONE)
POCKET FORMER
CUT OFF EXCESS TENDON
AND DRY PACK POCKET
AFTER STRESSING
TENDON ANCHOR. IF T<7",
TURN HORIZONTAL
2#4 CONTINUOUS (MIN.)PLAN"T" SEESLAB REINFORCING
SEE PLAN
UNIFORM TENDONS
(2 MIN. AT COLUMNS)
1.5T
BANDED TENDONS
1.5T
* 1/2" MAX. PENETRATION
OF COLUMN INTO SLAB*SLAB REINFORCING
SEE PLAN
*PLAN"T" SEESLAB REINFORCING
SEE PLAN
BANDED TENDONS
STANDARD
ACI
180° HOOK 1.5T
UNIFORM TENDONS
* 1/2" MAX. PENETRATION
OF COLUMN INTO SLAB*SLAB REINFORCING
SEE PLAN
*
EXTERIOR SUPPORT INTERIOR SUPPORT INTERIOR SUPPORT
EXTERIOR SPAN INTERIOR SPAN CANTILEVER SPAN
CLR.
2"
6"L1
1/3 L1
1/6 L1
ℓ1 ℓ2 ℓ3
GREATER
1/6 L1 OR 1/6 L2
GREATER
1/6 L1 OR 1/6 L2 GREATER
1/6 L2 OR 1/6 L3
1/4 L2 1/2 L2 1/4 L2
L2 L3
STD ACI
180° HOOK
POINT
0.1 ℓ1
INFLECTION
POINT
0.1 ℓ2
INFLECTION
POINT
0.1 ℓ1
INFLECTION
POINT
0.1 ℓ3
INFLECTION
POINT
0.1 ℓ2
INFLECTION
NOTES:
1. 3/4" CLEAR TYPICAL UNLESS
NOTED OTHERWISE ON DRAWINGS.
2. 3/4" CLEAR UNLESS NOTED OTHERWISE
ON DRAWING. 1" CLEAR AT PARKING
AREAS AND AREAS EXPOSED TO
WEATHER.
3. BOTTOM BARS ARE REQUIRED ONLY
IF SHOWN ON PLANS.
4. BAR LENGTHS GIVEN ARE MINIMUM
UNLESS OTHERWISE SHOWN ON PLANS.NOTE 1NOTE 1NOTE 2NOTE 1NOTE 1SEE PLAN"T"SLAB THICKNESST/2T/2NOTE 2NOTE 2LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:14:01 PMS3−11
08.14.18TYPICAL FRAMING SECTIONS AND DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_0851TYPICAL NON-STRESSING END DETAIL
AT UNIFORM TENDONS
2 TYPICAL STRESSING END DETAIL
AT UNIFORM TENDONS
4 TYPICAL NON-STRESSING END DETAIL
AT BANDED TENDONS
5 TYPICAL STRESSING END DETAIL
AT BANDED TENDONS
6 TYPICAL DETAIL AT INTERIOR COLUMN
7 TYPICAL DETAIL AT EXTERIOR COLUMN
3 TYPICAL TWO WAY P.T. SLAB
REINFORCING DIAGRAM
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
SEE SCHEDULE
NOTES:
1. MAXIMUM SLEEVE SIZE IS 4" DIA. (NOMINAL) IN ANCHORAGE ZONE.
2. SCHEDULE 40 PIPE SLEEVES SHALL BE GALVANIZED WHEN USED IN SLABS EXPOSED TO WEATHER.
3. IF HANDRAIL POST BLOCKOUT INTERRUPTS PT BACKER BARS, TERMINATE END OF BARS 1 1/2"
CLEAR EA. SIDE OF BLOCKOUT.
MIN.
8"1'-6"1'-6"45°1'-6"MIN.6"PENETRATION IN ANCHORAGE
ZONE MUST USE SCHEDULE
40 PIPE SLEEVE.
PENETRATION
EDGE FORM
HANDRAIL POST
TYP. HANDRAIL
POST BLOCKOUT
T#5x5'-0" T&B ADD'L AT
EVERY ANCHOR
2'-6" T/2 1'-2"
2#4 CONTINUOUS
(NOTE 2)
#3 HAIRPINS - TOTAL EQUAL TO
NUMBER OF ANCHORS PLUS
ONE (SEE NOTES)T/2T/2NOTES:
1. HAIRPINS NOT REQUIRED WHERE CLEAR SPACING BETWEEN ANCHOR
BUNDLES
IS GREATER THAN 12 INCHES O.C. AND BUNDLES THAT HAVE 4 OR LESS
TENDONS
2. IF HAIRPINS NOT REQUIRED, PLACE BARS BETWEEN ANCHOR FACE AND T/2
FROM ANCHOR FACE.
3. IF T<7", TURN TENDON ANCHORS HORIZONTAL.T2#4 CONTINUOUS
(NOTE 2)
#3 HAIRPINS - TOTAL EQUAL
TO NUMBER OF ANCHORS
PLUS 1 (SEE NOTES)T/2T/2NOTES:
1. HAIRPINS NOT REQUIRED WHERE CLEAR SPACING BETWEEN ANCHOR
BUNDLES
IS GREATER THAN 12 INCHES O.C. AND BUNDLES THAT HAVE 4 OR LESS
TENDONS.
2. IF HAIRPINS NOT REQUIRED, PLACE BARS BETWEEN ANCHOR FACE AND T/2
FROM ANCHOR FACE.
3. ADD 1 1/2" DEEP x 0'-6" LONG KEYWAYS 2'-0" O.C. ALONG CONSTRUCTION JOINT.
LOCATE AT SLAB MID-DEPTH BETWEEN ANCHORS.
4. IF T<7", TURN TENDON ANCHORS HORIZONTAL.
T/2 1'-2"2'-0"
CONSTRUCTION JOINT (NOTE 3)
#4@24"x4'-0" T&B (BARS
SPACED
ALONG FULL LENGTH OF
CONSTRUCTION JOINT)
TENDON RADIUS REMARKS
LESS THAN 10' CONSULT ENGINEER
10' TO 20' #3 HAIRPINS @ 12"
> 20' NO HAIRPINS REQ'D
4"HOR. CURVATURE (NOTE 1)
PROVIDE 2" CLEAR
DISTANCE WITHIN TENDON
MAX. OF 4 TENDONS PER HAIRPIN.
ADD MULTIPLE HAIRPINS AS REQ'D
@ 12" TO ENCLOSE ALL BANDED OR
UNIFORM TENDONS WITHIN CURVE.
NOTE 1:
CLEAR SPACING BETWEEN TENDONS APPLIES
WHETHER HAIRPINS REQ'D OR NOT."R""R"SCHED.
SEE
HAIRPINS
(SEE SCHEDULE)
# TENDONS HAIRPIN LENGTH
1-4 TENDONS 2'-0"
5-8 TENDONS 3-'0"
> 8 TENDONS CONSULT ENGINEER
T = THICKNESS OF SLAB
ADD ONE #3 HAIRPIN
OUTSIDE LAST
ANCHOR TYP. EACH
SIDE
EDGE OF
SLABAND 3" MIN. FOR VERTICALLIMIT OF BANDED ANCHORSSPACED AT 6" MIN. FOR HORIZ.UNIFORM TENDONS
BANDED TENDONS
#3 HAIRPIN AT EVERY ANCHOR
(TYP.) TOTAL EQUAL TO
NUMBER OF ANCHORS PLUS
ONE EQUALLY SPACED
BETWEEN ANCHORS
14"
(T-2")
NOTIFY STRUCTURAL ENGINEER OF RECORD IN WRITING OF OPENINGS NOT SHOWN
ON PLANS OR OF CONDITIONS NOT COVERED BY THESE DETAILS
OPENING
STRAIGHT IN THIS AREA
TENDONS SHALL BE
MAX.
2'-0"3" MIN.MAX.2'-0"TYP. *
1'-6" MIN.
1#4x3'-0" MID-DEPTH
(NOT REQUIRED AT
CIRCULAR OPENINGS)
DETAIL AT SINGLE OPENING
UNIFORM TENDONS
OR BANDED TENDONS
WITH APPROVAL1#4 TOP &
BOTTOM
* PROVIDE STANDARD ACI 180° HOOK WHERE MINIMUM BAR
EXTENSION PAST EDGE OF OPENING IS NOT POSSIBLE
DETAIL AT SINGLE OPENING
(EITHER DIMENSION GREATER THAN 2'-0")
OPENING
STRAIGHT IN THIS AREA
TENDONS SHALL BE
6' - 0" MAX.3" MIN.6' - 0" MAX.TYP. *
2'-0" MIN.
2#5x5'-0" @4"
MID-DEPTH
2#5@4" TOP
& BOTTOM
ADDITIONAL REINFORCING
NOT REQUIRED FOR SLAB
OPENING LESS THAN T
DETAIL AT CLUSTERED PENETRATIONS
STRAIGHT IN THIS AREA
TENDONS SHALL BE
6' - 0" MAX.3" MIN.6' - 0" MAX.TYP. *
2'-0" MIN.
2#5x5'-0" @4"
MID-DEPTH
UNIFORM
TENDONS
2#5@4" TOP
& BOTTOM
M
IN
.
2
"
MAX.
1'-6"
1#5
UNIFORM
TENDONS 45°BANDED TENDONSEDGE OF
SLAB
#4@12" TOP
TEMPERATURE
REINFORCING
MAX.
1'-0"0.5 "L"TYPICAL2'-0" MIN.BANDED TENDONS"L"12" MAX. SPACINGSLAB REINFORCING1.5 T1.5 T12" MAX. SPACING
SLAB REINFORCING
1.5 T 1.5 T
COLUMN
COL.UNIFORM TENDONS
BANDED TENDONST = THICKNESS OF SLAB
1.5 T12" MAX. SPACING
SLAB REINFORCING
1.5 T 1.5 T
COLUMN
COL.TENDONSBANDEDUNIFORM TENDONS
12" MAX. SPACINGSLAB REINFORCINGT= THICKNESS OF SLAB
NOTES:
1. INSTALL A MINIMUM OF 2 STUDRAILS PER COLUMN FACE.
2. WHERE EDGE OF SLAB IS FLUSH WITH COLUMN FACE, STUDRAILS
SHALL BE INSTALLED AT LEAST 2" FROM SLAB EDGE.
3. SEE SPECIFICATIONS FOR STUDRAIL MANUFACTURER INFORMATION.
4. "Sr MAX" EQUALS TWICE THE EFFECTIVE SLAB DEPTH USED FOR
DESIGN. CLR.3/4"H(TYP.)
S
(TYP.)
So
MAX.SrEQ(TYP.)EQEQTYPICAL STUDRAIL ARRANGMENT
SECTION A-A
AATHICKSLABCOVERTOPLLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:14:06 PMS3−12
08.14.18TYPICAL FRAMING SECTIONS AND DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
8 TYPICAL DETAIL AT TENDON ANCHORAGE ZONE
6 TYPICAL INTERIOR NON-STRESSING END DETAIL
7 TYPICAL DETAIL AT CONSTRUCTION JOINT
4 TYPICAL DETAIL AT HORIZONTAL DEVIATIONS
5 TYPICAL BANDED TENDON ANCHORAGE DETAIL
10 TYPICAL DETAIL AT SLAB OPENING 1 TYPICAL TEMPERATURE REINF. AT SLAB EDGE
3 TYPICAL PLAN DETAIL AT INTERIOR COLUMN
2 TYPICAL PLAN DETAIL AT EXTERIOR COLUMN
9 TYPICAL STUDRAIL DETAIL
STUDRAIL REINFORCING SCHEDULE
MARK
# COLUMN
FACES
# RAILS PER
COLUMN
STUDS PER
RAIL H STUD Ø So S Sr Max REMARKS
SR-1 3 9 6 6 1/2" 1/2" 2 1/2" 4 1/2" 1'-1"
SR-2 3 11 9 6 1/2" 1/2" 2 1/2" 3 3/4" 1'-1"
SR-3 3 9 8 6 1/2" 1/2" 2 1/2" 3 1/2" 1'-1"
SR-4 4 12 5 6 1/2" 1/2" 2 1/2" 4 1/2" 1'-1"
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
END SUPPORT FIRST INTERIOR SUPPORT TYPICAL INTERIOR SUPPORT END SUPPORT
"L"
6" MIN.
6" MIN.12'-6 1/2"
6" MIN.
END SPAN
LEFT END (LE) SHOWN,
RIGHT END (RE) OPPOSITE HAND
INTERIOR SPAN (I)CANTILEVER SPAN
RIGHT CANTILEVER (RC) SHOWN,
LEFT CANTILEVER (LC) OPPOSITE HAND
6" MIN."L2"
6" MIN.
6" MIN. "L3"SEE PLAN"T"SLAB THICKNESSCLR.
1 1/2"
0.25 "L"
GREATER
0.30 "L" OR 0.30 "L1"
GREATER
0.30 "L" OR 0.30 "L1"
GREATER
0.30 "L1" OR 0.30 "L2"
GREATER
0.30 "L1" OR 0.30 "L2"
GREATER
0.30 "L2" OR 0.30 "L3"
180° (ACI)
STD HOOK
(TYP.)
NOTES:
1. SEE STRUCTURAL NOTES FOR TOP AND BOTTOM
CLEAR COVERS (TYP.)
2. TEMPERATURE REINFORCING MAY BE INSTALLED AT THE
TOP OR BOTTOM OF THE SLAB (CONTRACTOR'S OPTION)
3. TEMPERATURE REINFORCING SHOWN IS BASED ON A
5" THICK CONCRETE SLAB. FOR SLABS WITH A THICKNESS
GREATER THAN 5" FOR SLABS WITH A SLAB OVERPOUR,
SEE TABLE FOR TEMPERATURE REINFORCING.
CLR.
1 1/2"
#4@18" TEMPERATURE BARS CONT.
AND EMBED A DEVELOPMENT
LENGTH EACH END. SEE NOTE 3.
#4@12"
#4@12"
#4@12"#4@9" #4@12"#4@9"
#4@18" TEMPERATURE BARS CONT.
AND EMBED A DEVELOPMENT
LENGTH EACH END. SEE NOTE 3.
#4@12"
#4@18" TEMPERATURE BARS CONT.
AND EMBED A DEVELOPMENT
LENGTH EACH END. SEE NOTE 3.
#4@12"
#4@12"
TYPICAL
LAP SPLICE
TEMPERATURE REINFORCING AT SLAB OVER POURS
TOTAL SLAB THICKNESS REINFORCING
LESS THAN OR EQUAL TO 6"
GREATER THAN 6" AND LESS THAN OR EQUAL TO 9"
GREATER THAN 9" AND LESS THAN OR EQUAL TO 11"
GREATER THAN 11" AND LESS THAN OR EQUAL TO 13"
#4@18"
#4@12"
#4@10"
#4@8"
END SUPPORT FIRST INTERIOR SUPPORT TYPICAL INTERIOR SUPPORT END SUPPORT
"L"
6" MIN.
6" MIN.12'-6 1/2"
6" MIN.
END SPAN
LEFT END (LE) SHOWN,
RIGHT END (RE) OPPOSITE HAND
INTERIOR SPAN (I)CANTILEVER SPAN
RIGHT CANTILEVER (RC) SHOWN,
LEFT CANTILEVER (LC) OPPOSITE HAND
6" MIN."L2"
6" MIN.
6" MIN. "L3"SEE PLAN"T"SLAB THICKNESSCLR.
1 1/2"
0.25 "L"
GREATER
0.30 "L" OR 0.30 "L1"
GREATER
0.30 "L" OR 0.30 "L1"
GREATER
0.30 "L1" OR 0.30 "L2"
GREATER
0.30 "L1" OR 0.30 "L2"
GREATER
0.30 "L2" OR 0.30 "L3"
180° (ACI)
STD HOOK
(TYP.)
CLR.
1 1/2"
#4@18" TEMPERATURE BARS CONT.
AND EMBED A DEVELOPMENT
LENGTH EACH END. SEE NOTE 3.
#4@12"
#4@12"
#4@12"#5@12" #4@9"#4@9"
#4@18" TEMPERATURE BARS CONT.
AND EMBED A DEVELOPMENT
LENGTH EACH END. SEE NOTE 3.
#4@12"
#4@18" TEMPERATURE BARS CONT.
AND EMBED A DEVELOPMENT
LENGTH EACH END. SEE NOTE 3.
#5@12"
#4@12"
TYPICAL
LAP SPLICE
TYPICAL PARKING
TYPICAL OFFICE
END SUPPORT FIRST INTERIOR SUPPORT TYPICAL INTERIOR SUPPORT END SUPPORTSPLICESPLICESPLICE
"L"
6" MIN.
6" MIN.12'-6 1/2"
6" MIN.
END SPAN
LEFT END (LE) SHOWN,
RIGHT END (RE) OPPOSITE HAND
INTERIOR SPAN (I)CANTILEVER SPAN
RIGHT CANTILEVER (RC) SHOWN,
LEFT CANTILEVER (LC) OPPOSITE HAND
0.5 "L"
0.125 "L"
0.5 "L1"
0.125 "L1"0.125 "L1"
6" MIN."L2"
6" MIN.
0.5 "L2"
0.125 "L2"0.125 "L2"
6" MIN. "L3"SEE PLAN"T"SLAB THICKNESSCLR.
1 1/2"
0.25 "L"
GREATER
0.30 "L" OR 0.30 "L1"
GREATER
0.30 "L" OR 0.30 "L1"
GREATER
0.30 "L1" OR 0.30 "L2"
GREATER
0.30 "L1" OR 0.30 "L2"
GREATER
0.30 "L2" OR 0.30 "L3"
180° (ACI)
STD HOOK
(TYP.)
NOTES:
1. SEE STRUCTURAL NOTES FOR TOP AND BOTTOM
CLEAR COVERS (TYP.)
2. TEMPERATURE REINFORCING MAY BE INSTALLED AT THE
TOP OR BOTTOM OF THE SLAB (CONTRACTOR'S OPTION)
CLR.
1 1/2"TYPICAL
LAP SPLICE
TYPICAL
LAP SPLICE
TEMPERATURE BARS CONT.
AND EMBED A DEVELOPMENT
LENGTH EACH END
"B3" BAR
"B2" BAR
"B1" BAR
"T1" BAR "T5" BAR
"T2" BAR
"T6" BAR "T3" BAR "T6" BAR "T3" BAR
"T2" BAR "T7" BAR
"T4" BAR
TYP.0" TYP.0" TEMPERATURE BARS CONT.
AND EMBED A DEVELOPMENT
LENGTH EACH END
"B3" BAR
"B2" BAR
TEMPERATURE BARS CONT.
AND EMBED A DEVELOPMENT
LENGTH EACH END
"B3" BAR
"B2" BAR
"T2" BAR
"L"
SUPPORT SUPPORT
SEE PLAN"T"SLAB THICKNESSSPLICE
0.25 "L"
LAP SPLICE
CLASS "B"0" 0.125 "L"
0.5 "L"
"B2" BAR
"B3" BAR
TEMPERATURE BARS
CONT. AND EMBED A
DEVELOPMENT LENGTH
EACH END
NOTE:
SEE STRUCTURAL NOTES
FOR TOP AND BOTTOM
CLEAR COVERS (TYP.)
0.125 "L"
CLEAR
1 1/2"
180° (ACI)
STD HOOK
(TYP.)
0.25 "L"
"T1" BAR "T1" BAR"T5" BAR CLEAR
1 1/2"0" SLAB SCHEDULE
ABBREVIATION LIST
TYPE DESCRIPTION
S
LE
RE
LC
RC
SIMPLE
LEFT END
RIGHT END
LEFT CANTILEVER
RIGHT CANTILEVER LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:14:12 PMS3−21
08.14.18TYPICAL FRAMING SECTIONS AND DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_0851TYPICAL SLAB REINFORCEMENT DIAGRAM
(ONE-WAY CONTINUOUS SLAB WITH BEAMS)
2 SLAB REINFORCEMENT DIAGRAM
(ONE-WAY CONTINUOUS SLAB WITH BEAMS)
SLAB SCHEDULE
SLAB
MARK
SLAB
THICK. "T"
(inches)
SLAB
TYPE
REINFORCING TEMP.
BARS REMARKS"T1" "T2" "T3" "T4" "T5" "T6" "B1" "B2" "B3"
S1 5" LE #5@12" #5@12"#5@12" #4@18" EXTEND LEFT END OF T1 BARS STRAIGHT, 5'-0" PAST LEFT SUPPORT
S2 5" I #4@9"#4@12" #4@18" EXTEND T3 BARS TO HOOK AT FAR RIGHT SUPPORT
S3 5" RE #4@12" #4@18"
S4 5" RE #5@12"#5@12" #4@18" EXTEND RIGHT END OF T1 BARS STRAIGHT, 5'-0" PAST RIGHT SUPPORT
S5 5" LE #4@12" #5@9"#5@9" #4@18"
S6 5" I #5@12"#4@9" #4@18"
S7 5" I #5@9"#4@9" #4@18"
S8 5" RE #5@9"#5@9" #4@18" EXTEND RIGHT END OF T1 BARS STRAIGHT, 5'-0" PAST RIGHT SUPPORT
S9 5" LE #4@12"#4@12" #4@18" EXTEND LEFT END OF T3 BARS TO HOOK AT FAR LEFT SUPPORT
S10 5" RE #4@12"#4@12" #4@18"
S11 5" S #4@12"#4@12" #4@18"
S12 5" LE #4@12" #4@12"#4@12" #4@18" EXTEND LEFT END OF T1 BARS STRAIGHT, 5'-0" PAST LEFT SUPPORT
S13 5" I #4@12"#4@12" #4@18"
S14 5" RC #4@12"#4@12" #4@12" #4@18"
S15 5" LC #4@12"#4@12"#4@12" #4@12" #4@18"
S16 5" LE #4@12" #4@12"#4@12" #4@18"
S17 5" LE #4@12" #4@9"#4@12" #4@18" EXTEND LEFT END OF T1 BARS STRAIGHT, 5'-0" PAST LEFT SUPPORT
S18 5" I #4@12"#4@12" #4@18" EXTEND T3 BARS TO HOOK AT FAR RIGHT SUPPORT
S19 5" I #4@12" #4@18"
S20 5" RE #4@12"#4@12" #4@18" EXTEND RIGHT END OF T1 BARS STRAIGHT, 5'-0" PAST RIGHT SUPPORT
S21 5" LE #4@12" #5@12"#4@9" #4@18"
S22 5" I #4@9"#4@12" #4@18"
S23 5" I #5@12"#4@9" #4@18"
S24 5" RE #4@9"#4@9" #4@18" EXTEND RIGHT END OF T1 BARS STRAIGHT, 5'-0" PAST RIGHT SUPPORT
S25 5" S #5@6"#5@6" #4@18" EXTEND T1 BARS 5'-0" STRAIGHT PAST CONTINUOUS SUPPORT
S26 5" S #4@12"#4@12" #4@18" AT LEFT SUPPORT, EXTEND LEFT END OF T1 BARS STRAIGHT, 5'-0" PAST SUPPORT
S27 6 1/2" LE #4@12" #4@12"#4@12" #4@15"
S28 6 1/2" S #4@12"#4@9" #4@15"
S29 6" S #4@12"#4@12" #4@18" EXTEND LEFT END OF T2 BARS 5'-0" PAST LEFT SUPPORT, HOOK RIGHT END OF T2
BARS AT RIGHT SUPPORT
S30 5" LE #4@9"#4@12" #4@18" EXTEND RIGHT END OF T1 BARS STRAIGHT, 5'-0" PAST RIGHT SUPPORT
S31 5" LE #4@12" #4@12"#4@12" #4@18" EXTEND LEFT END OF T1 BARS 5'-0" STRAIGHT PAST LEFT SUPPORT; EXTEND T3
BARS TO HOOK AT FAR RIGHT SUPPORT
S32 5" LE #4@12" #4@12"#4@12" #4@18" EXTEND LEFT END OF T1 BARS 5'-0" STRAIGHT PAST LEFT SUPPORT
S33 6" LE #4@12" #4@9"#4@12" #4@18" EXTEND LEFT END OF T1 BARS STRAIGHT, 5'-0" PAST LEFT SUPPORT
S34 5" RC #4@9"#4@12" #4@18"
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
3"1 1/2"2'-6" MAX.
NOTES:
1. ALL TOP & BOTTOM SLAB BARS INTERRUPTED BY THE OPENING SHALL BE REPLACED WITH
ADDITIONAL REINFORCING EQUAL TO THAT INTERRUPTED. PLACE HALF OF THE ADDITIONAL
REINFORCING ON EACH SIDE OF OPENING AND EXTEND IT A DEVELOPMENT LENGTH
BEYOND EDGE OF OPENING.
2. BOXED OUT OPENINGS, RECESSED BOXES, AND PIPE SLEEVE CLUSTERS SHALL BE
TREATED AS FOR SLAB OPENINGS.
3. FOR OPENINGS NOT MEETING THESE CONDITIONS, CONSULT WITH ENGINEER.
2#5 AT CENTERLINE
OF SLAB - TYPICAL
OPENING - SQUARE,
RECTANGULAR, OR
ROUND (600in.² MAX.)ARCH.SEET/SLAB
TYPICAL
T/SLAB AT
DEPRESSION
PER PLANSLAB DEPTHSEE PLAN"H"SLAB REINFORCING
SEE PLANSEE PLAN"H"SLAB REINFORCING
SEE PLAN(TYPICAL)
LAP SPLICE
"H"Z-BAR SAME SIZE &
SPACING AS SLAB
REINFORCING
2'-0" MIN.
TOP REINFORCEMENT
CONSTRUCTION JOINT
TEMP. REINFORCEMENT
BOTTOM REINFORCEMENT
1 1/2"x1 1/2"x6" LONG
KEY AT 2'-0" SPACING SEE PLAN"H"SLAB REINFORCING
SEE PLAN
(TYPICAL)
LAP SPLICE
Z-BAR SAME SIZE &
SPACING AS SLAB
REINFORCING
S/2 S S
T & B SLAB BARS -
SEE SCHEDULE
S = TEMP. BAR SCHEDULED SPACING
TEMP. BARS CONT. -
SEE SLAB SCHEDULE
CONCRETE BEAM -
SEE SCHEDULE
S/2 S S
T & B SLAB BARS -
SEE SCHEDULE
S = TEMP. BAR SCHEDULED SPACING
TEMP. BARS CONT. -
SEE SLAB SCHEDULE
CONCRETE BEAM -
SEE SCHEDULESEE PLAN"H"MIN.
2'-0""H"EDGE OF
DEPRESSION
SLAB REINFORCING
SEE PLAN
(TYPICAL)
LAP SPLICE
#4 NOSING
Z-BAR SAME SIZE &
SPACING AS SLAB
REINFORCING
SEE PLAN"H"MIN.
2'-0""H"EDGE OF
DEPRESSION
SLAB REINFORCING
SEE PLAN2'-9" MIN.8"
1 1/2" CLR
#4@10"
#4@8"
BEAM REINF.
NOT SHOWN
FOR CLARITY
T/SLAB
SEE PLAN
FACADE -
SEE ARCH.2'-9" MIN.6"
1 1/2" CLR.
#5@8"
#4@12"
BEAM REINF.
NOT SHOWN
FOR CLARITY
T/SLAB
SEE PLAN
METAL STUD WALL -
SEE ARCH.3'-6" MIN.8"
1 1/2" CLR
#4@10"
#4@8"
BEAM REINF.
NOT SHOWN
FOR CLARITY
T/SLAB
SEE PLAN
BEAM REINF.
NOT SHOWN
FOR CLARITY
T/SLAB
SEE PLAN
SECTION A:
FACADE -
SEE ARCH.
BARRIER CABLES -
SEE ARCH.2'-9" MIN.6"
1 1/2" CLR
BEAM REINF.
NOT SHOWN
FOR CLARITY
T/SLAB
SEE PLAN
#5@8"
#4@12"
METAL STUD WALL -
SEE ARCH.
BEAM REINF.
NOT SHOWN
FOR CLARITY
T/SLAB
SEE PLAN
FACADE -
SEE ARCH.
SLAB REINF.
NOT SHOWN
FOR CLARITY
T/SLAB
SEE PLAN
FACADE -
SEE ARCH.
SLAB REINF.
NOT SHOWN
FOR CLARITY
T/SLAB
VARIES/SLOPES
FACADE -
SEE ARCH.
SEE ARCH.
SEE ARCH. FOR ROOFING
AND INSULATION5'-0" MAX.#4@12"
6'-0"
3'-0"
2#4 CONT.
8"
EQ EQ
#4@12" CONT.
#4@12"
T/PARAPET
SEE ARCH.LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:14:17 PMS3−22
08.14.18TYPICAL FRAMING SECTINS AND DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
1 TYPICAL REINFORCING DETAIL AT SLAB
OPENING
2 TYPICAL DETAIL AT SLAB DEPRESSION
3 TYPICAL DETAIL AT SLAB DEPRESSION
4 TYPICAL DETAIL AT SLAB DEPRESSION
5 TYPICAL DETAIL AT CONSTRUCTION JOINT
6 TYPICAL SECTION AT SLAB THICKNESS CHANGE
7 TYPICAL LAYERING DETAIL AT BEAMS AT
INTERIOR BEAMS
8 TYPICAL LAYERING DETAIL
AT BEAMS AT EDGE BEAMS
9 TYPICAL SECTION AT SLAB DEPRESSION
(EDGE PERPENDICULAR TO SLAB SPAN)
10 TYPICAL SECTION AT SLAB DEPRESSION
(EDGE PARALLEL TO SLAB SPAN)
11 TYPICAL SECTION AT EXTERIOR IMPACT CURB
12 TYPICAL SECTION AT INTERIOR IMPACT CURB
SUPPORTING METAL STUD WALL
13 TYPICAL SECTION AT IMPACT CURB/BARRIER
WALL
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
15 TYPICAL SECTION AT EXTERIOR
BARRIER CABLES14A
14 TYPICAL SECTION AT EXTERIOR IMPACT CURB
SUPPORTING METAL STUD WALL
16 TYPICAL SECTION AT OFFICE PERIMETER
17 TYPICAL SECTION AT RESIDENTIAL PERIMETER
18 TYPICAL SECTION AT ROOF PERIMETER
08/14/18
STANDARD
ACI 90° HOOK
TYP.
NOTE 2
NOTE 2 (TYP.)
NOTES:
1.
2.
TOP AND BOTTOM COVER TO BE 3/4" UNLESS NOTED
OTHERWISE.
AT LEAST TWO (2) BOTTOM BARS SHALL PASS WITHIN
THE COLUMN CORE, BE ANCHORED AT EXTERIOR
SUPPORTS, AND USE CLASS B LAP SPLICES.
END SPAN INTERIOR SPAN (I)CANTILEVER SPAN
MIN.
6""L""L1""L2""L3"SEE PLAN"T"SLAB THICKNESSCL'R
1 1/2"
CL'R
1 1/2"
SPLICE
LAP
SPLICE
LAP
SPLICE
LAP
END SUPPORT FIRST INTERIOR SUPPORT END SUPPORTFIRST INTERIOR SUPPORT LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:14:19 PMS3−23
08.14.18TYPICAL FRAMING SECTIONS AND DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_0851TYPICAL CONTINUOUS TWO-WAY SLAB REINF.
PLACEMENT DIAGRAM
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
VERTICAL REINFORCEMENT SPACED AT DESIGN
INTERVALS TO CONTINUE ABOVE LINTELS
CORNERWALL OPENINGS
REINF. AT DOOR OPENINGS SIM.
CONTRACTION
JOINT
SEE PLAN
REINF. SPACING
REINF. & GROUT ALL CELLS UNDER LINTEL BEARING AND
PER CMU WALL OPENING REINFORCEMENT SCHEDULE
DOWELS TO MATCH
VERTICAL REINF. TYP.
CONTRACTION
JOINT
SILL BEAM W/1#5
ADD HORIZ. JOINT REINF. BELOW CMU SILL
EXTEND 2'-0" EA. SIDE OF OPENING
LINTEL - SEE SCHEDULE 8" MIN.
BEARING EACH END U.N.O.
OPENING
ADD HORIZ. JOINT REINF. ABOVE LINTEL
EXTEND 2'-0" EA. SIDE OF OPENING
HORIZ. JOINT
REINF. @ 16"
ABOVE T/SLAB
DO NOT RUN HORIZ.
JT. REINF. THROUGH
CONTRACTION JOINT
NOTES:
1. SEE STRUCTURAL NOTES FOR MAXIMUM SPACING OF CONTROL JOINTS.
2. LOCATE CONTROL JOINTS 2'-0" MINIMUM FROM SIDES OF OPENINGS
B/SUPPORT
T/SUPPORT
8
S3-31
____________AT NON-LOAD
BEARING WALLS
ONLY
NOTE:
REINFORCING SIZE SHALL
MATCH ADJACENT WALL
REINFORCING.
PROVIDE MATCHING
FOUNDATION DOWELS, U.N.O.
CELLS PER TABLE ABOVE
REINFORCE AND GROUT
OPENING WIDTH "W"
REINFORCE AND GROUT
3 CELLS (TYP.)
REINFORCE AND GROUT
5 CELLS (TYP.)
NOTE:
ALTERNATE BLOCK
COURSES - TYP.
REINFORCE AND GROUT
3 CELLS (TYP.)
CMU WALL OPENING REINFORCEMENT SCHEDULE
OPENING WIDTH "W" VERTICAL REINFORCEMENT (EACH SIDE)
UP TO 6'-0"
6'-0" TO 8'-0"
8'-0" TO 12'-0"
2 BARS TO MATCH TYPICAL WALL REINFORCING
3 BARS TO MATCH TYPICAL WALL REINFORCING
4 BARS TO MATCH TYPICAL WALL REINFORCING
AT OPENINGS
AT INTERSECTIONS
AT CORNERS AT ENDS
___________5
S3-31
___________5
S3-31
REINF. BAR(S) TO
MATCH HORIZ. REINF.
(ALTERNATE HOOK)
AT INTERSECTION
CORNER BAR(S) TO
MATCH HORIZ. REINF.
AT CORNER2'-0"2'-0"2'-0"2'-0"
NOTE:
REINFORCING SIZE SHALL MATCH ADJACENT WALL REINFORCING.
FOR UNREINFORCED WALLS, USE #4 BARS. PROVIDE MATCHING
FOUNDATION DOWELS, U.N.O.
CELLS PER TABLE ABOVE
REINFORCE AND GROUT
OPENING WIDTH "W"
REINFORCE AND GROUT
CORNER CELLS (TYP.)
REINFORCE AND GROUT
CORNER CELLS (TYP.)
NOTE:
ALTERNATE BLOCK
COURSES - TYP.
REINFORCE AND GROUT
2 CELLS (TYP.)
CMU WALL OPENING REINFORCEMENT SCHEDULE
OPENING WIDTH "W" VERTICAL REINFORCEMENT (EACH SIDE)
UP TO 6'-0"
6'-0" TO 8'-0"
8'-0" TO 12'-0"
2 BARS TO MATCH TYPICAL WALL REINFORCING
3 BARS TO MATCH TYPICAL WALL REINFORCING
4 BARS TO MATCH TYPICAL WALL REINFORCING
AT OPENINGS
AT INTERSECTIONS
AT CORNERS AT ENDS
___________5
S3-31
___________5
S3-31
CUT JOINT REINFORCEMENT
AND ADD LAPPING WIRE OR
USE WELDED INTERSECTION
BEND AND WELD OR TIE
WITH EQUIVALENT WIRE
PLANS
STANDARD WEIGHT
HORIZONTAL JOINT
REINFORCING @ 16"MIN.8"MIN. LAP
1'-4"
REINFORCE AND GROUT
EACH SIDE OF CONTRACTION
JOINT.
BOND BEAM REINFORCING AT CONTRACTION JOINT
BOND BEAM REINFORCING IS
TERMINATED 2" FROM EACH
SIDE OF CONTRACTION JOINT.
SIZE AND SPACING
SEE PLAN FOR REINFORCING
PROVIDE 4'-0" LONG SMOOTH 1/2" DIA. DOWELS
ACROSS THE JOINT. NUMBER OF DOWELS TO
MATCH NUMBER OF BOND BEAM REINFORCING.
PREVENT BOND BETWEEN BAR AND GROUT
WITH GREASE OR PLASTIC SLEEVE. CAP ALL
DOWELS TO ALLOW 1" OF MOVEMENT.
LOCATION OF CONTRACTION
JOINT BELOW.
REINFORCE AND GROUT
EACH SIDE OF CONTRACTION
JOINT.
WALL REINFORCING AT CONTRACTION JOINT
SIZE AND SPACING
SEE PLAN FOR REINFORCING
CONTRACTION JOINT
W/SHEAR LUGS
STOP TYPICAL HORIZONTAL JOINT
REINFORCING AT EACH SIDE OF
CONTRACTION JOINT.
CONTRACTION
JOINT MATERIAL
W/SHEAR LUGS
BACKER ROD
OF THE HEAD JOINT)DEPTH OF CAULKING (ONE HALF THE WIDTHSET FIRST COURSE IN
FULL MORTAR BEDDING
VERTICAL REINFORCING. LAP
AND HOLD IN POSITION AS
REQUIRED. SEE PLAN FOR
SIZE AND LOCATION
FOUNDATION OR
FLOOR SLAB
CMU
MORTAR CROSS WEBS
ADJACENT TO FILLED CELLS
GROUT FILLED CELL. PLACE
AND CONSOLIDATE GROUT PER
SPECIFICATIONS OR IN 5'-0" MAX.
LIFTS. STOP GROUT 1 1/2" FROM
TOP OF CMU
HORIZONTAL JOINT REINFORCING
(SEE SPECIFICATIONS)
STARTING AT FIRST COURSE
ABOVE FOUNDATION. LAP SPLICES
16". USE PREFAB L's & T's AT
WALL INTERSECTIONS.
NOTE:
SEE STRUCTURAL NOTES AND DETAILS FOR
REINFORCEMENT SIZE AND SPACING.
BOND BEAM STEEL
CLEAN OUT OPENINGS AT
GROUT FILLED CELL LOCATIONS
FOR HIGH-LIFT GROUTING
PER SPECIFICATIONS
CONTRACTOR'S OPTION:
U-SHAPED BOND BEAM MAY BE
SUBSTITUTED FOR KNOCK-OUT BOND
BEAM
METAL LATH OR WIRE SCREEN OVER
UN-GROUTED CELLS UNDER KNOCK-OUT
BOND BEAM TO CONTAIN GROUT (SHEET
METAL AND FELT ARE PROHIBITED)
GROUT ALL CELLS SOLID
BELOW GRADE
SEE PLANS FOR TYPICAL
WALL REINFORCING
LINTEL REINFORCEMENT
WALL OPENING DEPTHLINTELBOTTOM REINFORCING
(SEE SCHEDULE) PROVIDE
3/4" COVER ALL AROUND BAR
SECTION
LINTEL DEPTH REINFORCING
UP TO 4'-0" 8"2#4 BOTTOM
4'-0" TO 6'-0" 8"2#5 BOTTOM
6'-0" TO 8'-0" 16"2#5 BOTTOM
8'-0" TO 10'-0" 16"2#6 BOTTOM
CONSULT ENGINEER
ELEVATION
1" MIN.
BEARING
8" MIN.
OVER 10'-0"
CMU WALL - SEE
PLANS FOR REINF.ANCHOR IN FULLY
GROUTED JOINT
PTA-RN ANCHOR (3/8'' ROD
AND NUT) AS MANUFACTURED BY
HOHMANN & BARNARD, INC.
OR APPROVED EQUAL @ 32'' (TYP.)
MATERIAL COMPRESSIBLE
FILLER IF REQUIRED BY
ARCH. FOR FIRE RATING.
GROUT REINFORCED
CELLS SOLID
BOND BEAM W/ 2#5 CONT.
CMU WALL - SEE
PLANS FOR REINF.
DOWELS TO
MATCH VERTICAL
REINFORCING
T/SLAB
1''LAP SPLICETYPICALB/BEAM
OR SLAB
A-A
3''AA
L1 1/2x1 1/2x3/16
AT BEAMS SPANNING 20'-0'' OR
MORE USE THIS CONNECTION
(ONE END ONLY)
CUT CMU AT BEARING
AS REQUIRED FOR
T/BEAM ELEVATION
NOTE:
FILL BLOCK CORES (2 CORES MINIMUM)
BELOW BEAM BEARING W/ COARSE GROUT.
REINFORCE EACH CORE W/ 1 (ONE) BAR
TO MATCH ADJACENT WALL REINFORCING.
BEARING PLATE 3/4''x7''x1'-0''
W/ 2-5/8'' DIA.x8'' LONG ANCHOR
RODS AND SLOTTED HOLES
BEARING PLATE 3/4''x7''
W/ 2-5/8'' DIA.x8'' LONG
ANCHOR RODS
(SLOTTED HOLES AT
ONE END)
NOTE:
FILL BLOCK CORES (2 CORES MINIMUM)
BELOW BEAM BEARING W/ COARSE GROUT.
REINFORCE EACH CORE W/1 (ONE) BAR
TO MATCH ADJACENT WALL REINFORCING.
PERPENDICULAR
TO WALL
PARALLEL
TO WALL
PLAN
PLAN
SECTION ELEVATION
TYP.
T/BEAM
SEE PLAN
1
1
CMU WALL - SEE
PLANS FOR REINF.
ANCHOR IN FULLY
GROUTED JOINT
PTA-RN ANCHOR (3/8'' ROD
AND NUT) AS MANUFACTURED BY
HOHMANN & BARNARD, INC.
OR APPROVED EQUAL @ 32'' (TYP.)
MATERIAL COMPRESSIBLE
FILLER IF REQUIRED BY
ARCH. FOR FIRE RATING.
GROUT REINFORCED
CELLS SOLID
BOND BEAM W/ 2#5 CONT.
CMU WALL - SEE
PLANS FOR REINF.
DOWELS TO
MATCH VERTICAL
REINFORCING
T/SLAB
1''LAP SPLICETYPICALB/BEAM
OR SLAB
A-A
3''AA LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:14:24 PMS3−31
08.14.18TYPICAL FRAMING SECTIONS AND DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_0851TYPICAL CMU WALL REINFORCING - ELEVATION
2 TYP REINF. AT LOAD BEARING CMU WALLS
CORNERS, ENDS, INTERSECTIONS & OPENINGS
3 TYPICAL BOND BEAM REINF. AT INTERSECTING
CMU WALL
4 TYP. REINF. AT NON-LOAD BEARING CMU WALLS
CORNERS, ENDS, INTERSECTIONS & OPENINGS
5 TYPICAL JOINT REINF. AT INTERSECTING
CMU WALLS
6 TYPICAL CONTRACTION JOINT DETAILS
7 TYPICAL CMU WALL CONSTRUCTION
8 CMU LINTEL SCHEDULE
9 TYPICAL CMU WALL ANCHORAGE
11 TYPICAL BEAM BEARING AT CMU WALLS
10 TYPICAL CMU WALL ANCHORAGE
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
MIDDLE HEIGHTOF THE FLOOR3"6"CONTINUOUS GALVANIZED PLATE
EMBED PLATE AT EACH
FLOOR AND AT MID-
HEIGHT OF EACH FLOOR
T/RAMP
T/RAMP
T/RAMP
T/RAMP
BARRIER CABLES #4 STIRRUPS AND
TIES @ 4" C/C
SEE COLUMN SCHEDULE
FOR VERTICAL
REINFORCEMENT
T/BEAM
SEE
FOR DETAILS
NOT SHOWN
1/S3-41
SLEEVE
E.O.S.
COLUMN -
SEE
SCHEDULE
#4 STIRRUPS
AND TIES @4"SEE
FOR DETAILS
NOT SHOWN
BARRIER CABLES
SPACED AT 4"O.C.3"3"1/S3-41
SEE
FOR DETAILS
NOT SHOWN
#4 TIES @4" c/cBARRIER CABLES
SPACED AT 4"
O.C.
T/BEAM
1/S3-41
TENDON ANCHOR
POCKET FORMER
CUT OFF EXCESS TENDON
AND DRY PACK POCKET
AFTER STRESSING
SLEEVE- FILL WITH NON-
SHRINK GROUT AFTER
CABLE INSTALLATION
1/2" GALV. BARRIER CABLE,
REFER TO SPECIFICATIONS.
PROVIDE 3.0k/CABLE EFFECTIVE
TENSION U.N.O. ON PLAN
CONCRETE COLUMN, POST,
OR WALL
NOTE:
1. ANCHORAGE SHALL BE PLACED TO AVOID
INTERFERENCE WITH COLUMN VERTICAL
STEEL AND TIES.
GROUT ALL POCKETS SOLID
WITH NON-SHRINK GROUT
POST - SEE
SCHEDULE
#4 STIRRUPS @4" C/C
FROM FLOOR TO
FLOOR
SEE
FOR DETAILS
NOT SHOWN
1/2" Ø BARRIER
CABLES
1/S3-41
SLEEVE 1/2" GALV. BARRIER CABLE,
REFER TO SPECIFICATIONS.
PROVIDE 3.0k/CABLE EFFECTIVE
TENSION U.N.O. ON PLAN
CONCRETE COLUMN, POST,
OR WALL
1/2" Ø BARRIER
CABLES
GALV. 1/2"X5" PLATE
CONT. W/ 3/4"Ø
HOLES FOR CABLES
GALVANIZED 1/2"x6"x1'-8"
EMBED PLATE W/ (3) 3/4"Ø
x 6" HEADED STUDS @ 8"
EDGE OF SLAB
CONCRETE
COLUMN
7 TYPICAL ELEVATION AT RAMP CABLE GUIDE
8 TYPICAL ELEVATION AT BARRIER CABLE
ANCHOR COLUMN
5 TYPICAL DETAIL AT BARRIER CABLE ANCHOR
COLUMN
4 TYPICAL ELEVATION AT BARRIER CABLE
ANCHOR COLUMN
1 TYPICAL DETAIL AT BARRIER CABLE ANCHOR
2 DETAIL AT BARRIER CABLE ANCHOR POST
3 TYPICAL DETAIL AT BARRIER CABLE GUIDE
6 TYPICAL DETAIL AT RAMP CABLE GUIDE LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:14:27 PMS3−41
08.14.18TYPICAL FRAMING SECTIONS AND DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
OUTLINE OF MECH. UNIT
PUNCH HOLES (TYP.)
IN TOP FLANGE
COORDINATE W/ MANUF.
PEDESTALS
& FOOTINGS
CONCRETE
PEDESTALS
BOLTS (TYP.)TOPFLANGEHOLES PEDESTALAND BEAMCONTRACTOR VERIFY DIMENSIONS & WEIGHT W/
EQUIPMENT MANUFACTURER BEFORE FABRICATION.
1/4" CAP PL.
PC HSS5x5x1'-3" LONG
T/PEDESTAL6"W.P.W.P.MIN.T/PARAPET
EL.
T/ROOF 2'-0"HSS8x8x1/4W.P.
7'-6"
T/HSS
EL.
HSS8x8
HSS5x
5x1/4HSS8x8
20"x20" PEDESTAL
W/8#7 VERT. &
#3 TIES @4" TYP.15'-0"FRAME A: 18'-8", FRAME B: 21'-0"1/4
3/4" DIA
DRAIN HOLE
TYP.PLANSEEEQ EQ
#4@12"#4@12"
8"
HSS8x8
GLASS SCREEN
WALL - SEE ARCH.
LEVEL 1 - OFFICE
LOBBY
711'-0"
LEVEL 2 - P2
735'-9"
LEVEL 3 - P3
746'-9"
LEVEL 0.5 -
LOADING DOCK
707'-6"
1
HSS12x12x3/8
HSS12x12x3/8
HSS12x12x3/8
HSS12x12x3/8LEVEL 0.5-LOADING
DOCK
707'-6"
DETENTION VAULT
701'-0"LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:14:31 PMS3−51
08.14.18FRAMING SECTIONS AND DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_0851TYPICAL PLAN AT COOLING TOWER SUPPORT
2 TYPICAL SECTION AT PODIUM ROOF
SCREENWALL
4 SECTION
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
STANDARD AISC
SHEAR CONNECTION
SEE PLAN
B/CROSS BEAM =
T/TROLLEY BEAM
W14 CROSS BEAM
- SEE PLAN
___________2
S3-52
1/2" EMBED PLATE
(4)-3/4" DIA. x 6" LONG
HEADED STUDS
3 1/2" 5" 3 1/2"3 1/2"11"3 1/2"SECTION A-A
A
A
A
A
STANDARD AISC
SHEAR CONNECTION
CONCRETE COLUMN
- SEE PLAN
CONCRETE COLUMN
- SEE PLAN
T/SLAB
SEE PLAN
S20 TROLLEY BEAM
- SEE PLAN
LEVEL P3 FRAMING -
SEE PLAN
S20 TROLLEY BEAM - SEE PLAN
STIFFENER PLATE (NS/FS) TYP.
1 1/2"
(4)-3/4" DIA. A325 BOLTS
W14 CROSS BEAM - SEE PLAN
COLUMN
TYP. 3 SIDES
3/16
TYP.
1 1/2"
3/8" STIFFENER PLATE
EACH SIDE
S20 TROLLEY BEAM
W14 CROSS BEAM
1/2" EMBED PLATE
(6)-3/4" DIA. x 6" LONG
HEADED STUDS
3 1/2" 5" 3 1/2"4"8"8"4"SECTION A-A
STANDARD AISC
SHEAR CONNECTION
A
A
CONCRETE BEAM -
REINFORCEMENT NOT
SHOWN FOR CLARITY
T/STEEL
SEE PLAN
FOR
TOP OF WALL DETAIL
SEE 9/S3-31
12" CMU WALL
S20 TROLLEY BEAM
LEVEL P3 FRAMING -
REINFORCEMENT NOT
SHOWN FOR CLARITY
CONCRETE BEAM -
REINFORCEMENT NOT
SHOWN FOR CLARITY
CONCRETE WALL
- SEE PLAN
LEVEL P3
SEE PLAN
12" CMU WALL - SEE PLAN
DASHED LINE INDICATES
LIMIT OF LEVEL P3 FRAMING
8" CMU WALL -
SEE PLAN
FOR
TOP OF WALL DETAIL
SEE 9/S3-31
LEVEL 1 - OFFICE
LOBBY
711'-0"
LEVEL 2 - P2
735'-9"
LEVEL 3 - P3
746'-9"
LEVEL 1.5 - RES.
LOBBY
715'-3"
LEVEL 0.5 -
LOADING DOCK
707'-6"
F E.9
CB (12 x 70)
CB (12 x 24)12" THICK CONCRETE WALLf'c = 5,000 PSI12" CMU WALL -
SEE PLAN
3/8" STIFFENER PLATE
EACH SIDE
S20 TROLLEY BEAM
W14 CROSS BEAM
TYP.
1 1/2"
TYP. 3 SIDES
3/16
8
F
7.85.8 6.85.7
E.9
5.9
1'-3" 1'-3"22'-6"1'-3" 1'-3" 17'-4"2'-6" 8'-6 13/16" 1'-0"3'-8"7'-4"2'-10 1/8"3'-11 1/2"1'-4"6" THICK WALL
#4@12" VERT.
#4@12" HORIZ.
5000 PSI
14#7 VERT.
#3 TIES @12"
5000 PSI
12#7 VERT.
#3 TIES @12"
5000 PSI
12#7 VERT.
#3 TIES @12"
5000 PSI
1'-0"
14#7 VERT.
#3 TIES @12"
5000 PSI
14#7 VERT.
#3 TIES @12"
5000 PSI
EQEQLLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:14:35 PMS3−52
08.14.18FRAMING SECTIONS AND DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_0851SECTION
2 DETAIL
3 SECTION6SECTION
4 SECTION
7 SECTION AT TRANSFORMER VAULT WALL
5 SECTION
8 PARTIAL PLAN - TRANSFORMER VAULT
COLUMNS & WALLS
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
CONCRETE COLUMN
- SEE PLAN
T/RAMP
VARIES
CONCRETE IMPACT CURB - SEE X/S3-XX
8"
CONCRETE IMPACT CURB - SEE X/S3-XX
CONCRETE BEAM -
SEE PLAN
T/SLAB
SEE PLAN
CONCRETE BEAM - SEE PLAN
T/WALL
SEE ARCH.
T/WALL
SEE ARCH.
SEE 11/S3-22
RAISED SLAB ON
POLYSTYRENE FILL
-SEE 1/S3-01
INTERSTITIAL LEVEL
SEE PLAN
AMENITY LEVEL
SEE PLAN
RAISED SLAB ON
POLYSTYRENE FILL
-
T/SLAB
SEE PLAN
TRANSFER WALL W/
OPENING - SEE PLAN
C A.7
SLAB REINF.
NOT SHOWN
FOR CLARITY
T/SLAB
SEE PLAN
FACADE -
SEE ARCH.
8"8"GLASS HANDRAIL - SEE ARCH.
TOPPING SLAB - SEE ARCH.8"8" 8"
FACADE -
SEE ARCH.PLANSEELAP SPLICE
CLASS "B"
#4@12"
2#4 CONT.
T/SLAB
SEE PLAN
LAP SPLICE
CLASS "B"
Z-BARS TO MATCH SIZE AND
SPACING OF ADJACENT BARS
6#4 CONT.
#4@12"
8"
SLAB REINF.
NOT SHOWN
FOR CLARITY
SEE ARCH.
#4@12" CONT.
#4@12"
T/CURB
SEE ARCH.
T/SLAB
VARIES/SLOPES T/SLAB
SEE PLAN
WALL SYSTEM -
SEE ARCH.2 1/2" 3" 2 1/2"2 1/2"4 1/2"4 1/2"2 1/2"FACE OF CONCRETE
COLUMN/WALL
EMBED PL. 1/2" W/
(6)-3/4" DIA. x 6"
LONG HEADED
STUDS4"
BEAM & PL.
STANDARD SHEAR CONNECTION
(SIZE, GRADE, AND NUMBER OF
BOLTS AS REQUIRED) SNUG TIGHT
AND MAR END THREADS. PROVIDE
LONG HORIZONTAL SLOTTED
HOLDES IN WING PLATE OR 2L'S
SECTION A-AAA
HSS HANGERS
SEE PLAN
LEVEL 9 - O1
SEE PLAN
T/SLAB @ STAIR PLATFORM
SEE PLAN
CONCRETE BEAM
& HSS HANGER
BENT PL. 1/4", TYP.
W10 BEAMS - SEE PLAN
BEAM REINF. NOT
SHOWN FOR
CLARITY, TYP.___________7
S3-53 SIM.
___________7
S3-53
EMBED PL. &
HSS HANGER
2 1/2" 3" 2 1/2"2 1/2"3"2 1/2"EMBED PLATE
1"B/CONC. BEAM
HSS HANGER
1/4
PL. 1/2"x5"x0'-5" EA. SIDE OF POST
W/ (2)-3/4" DIA. THROUGH BOLTS
IN 2" LONG VERTICAL SLOTTED
HOLES. HAND TIGHTEN NUTS AND
MAR THREADS.
EMBED PLATE 1/2"x8"x8"
W/ (4)-3/4" DIA. x 6" LONG
HEADED STUDS
HANDRAIL -
SEE ARCH.
CONCRETE TOPPING -
SEE ARCH. AND
LANDSCAPE DRAWINGS.
BEAM REINF. NOT
SHOWN FOR CLARITY
8"
8"
T/SLAB
SEE PLAN
EQ EQ
#4@12"
#4@12"
CONT.
#4@12"
#4@12"
CONT.
EQ EQ
T/SLAB
SEE PLAN
SEE SCHEDULE
FOR BEAM REINF.
CONCRETE TOPPING -
SEE ARCH. AND
LANDSCAPE DRAWINGS
SEE PLAN FOR
SLAB REINF.
T/SLAB
SEE PLAN
TRANSFER BEAM - SEE PLAN
(BEAM REINF. NOT SHOWN
FOR CLARITY)
CONCRETE TOPPING -
SEE ARCH. AND
LANDSCAPE DRAWINGS
SEE PLAN FOR
SLAB REINF.
T/SLAB
SEE PLAN
SEE SCHEDULE
FOR BEAM REINF.
SEE PLAN FOR
SLAB REINF.
RAISED SLAB ON
POLYSTYRENE FILL
-SEE 1/S3-01
RAISED SLAB ON
POLYSTYRENE FILL
-
POOL
AMENITY - R1 LEVEL
SEE PLAN
INTERSTITIAL LEVEL
SEE PLAN 6'-0"1'-0"1'-0"
CONCRETE TOPPING -
SEE ARCH. AND
LANDSCAPE DRAWINGS #4@12"
2#4 CONT.
BEAM REINF.
NOT SHOWN
FOR CLARITY LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:14:39 PMS3−53
08.14.18FRAMING SECTIONS AND DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_0851SECTION
2 SECTION
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
3 SECTION
4 SECTION
5 SECTION8SECTION
6 SECTION
7 DETAIL
9 SECTION
10 SECTION
11 SECTION
12 SECTION
13 SECTION
08/14/18
4 5
HSS12x8x1/2 (LSH)HSS12x8x1/2HSS12x8x1/2T/STEEL = 720'-10"
LEVEL 1
SEE PLAN
B A.3
HSS8x8x5/8HSS8x8x5/8
HSS8x8x5/8LEVEL 1
SEE PLAN
T/STEEL = SEE ARCH.
___________3
S3-61
___________3
S3-61
T/SLAB
VARIES1"1/4
PL. 1/2"x8"x0'-8" EA. SIDE OF POST
W/ (2)-3/4" DIA. THROUGH BOLTS
IN 2" LONG VERTICAL SLOTTED
HOLES. HAND TIGHTEN NUTS AND
MAR THREADS.
HSS8x8
EMBED PLATE 1/2"x12"x12"
W/ (4)-3/4" DIA. x 3 1/2" LONG
HEADED STUDS
3" 6" 3"3"6"3"SECTION A-A
AA
LEVEL 18 -
AMENITY - R1
923'-10"
LEVEL 19 - R2
935'-10"
CD
HSS5x5x1/4
HSS5x5x1/4HSS5x5x1/4HSS5x5x1/4HSS5x5x1/4
HSS5x5x1/4B/STEEL = 934'-1"B/STEEL = 934'-1"___________4
S3-61
___________4
S3-61
___________4
S3-61
___________4
S3-61
___________6
S3-61
___________6
S3-61
___________6
S3-61
___________6
S3-61 1"1/4
PL. 1/2"x5"x0'-5" EA. SIDE OF POST
W/ (2)-3/4" DIA. THROUGH BOLTS
IN 2" LONG VERTICAL SLOTTED
HOLES. HAND TIGHTEN NUTS AND
MAR THREADS.
HSS5x5
EMBED PLATE 1/2"x12"x12"
W/ (4)-3/4" DIA. x 6" LONG
HEADED STUDS
3" 6" 3"3"6"3"SECTION A-A
AA
3/16
HSS5x5
A A
EMBED PLATE 1/2"x12"x12"
W/ (4)-3/4" DIA. x 6" LONG
HEADED STUDS
3" 6" 3"3"6"3"SECTION A-A LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:14:43 PMS3−61
08.14.18FRAMING SECTIONS AND DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_0851FRAME ELEVATION AT OFFICE LOBBY
2 FRAME ELEVATION AT OFFICE LOBBY
3 DETAIL
5 FRAME ELEVATION AT AMENITY LEVEL
BIFOLD DOORS
4 DETAIL
6 DETAIL
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
STAGGER ALT. LAPS
180° OPPOSITE SIDES
LAP TIES A MINIMUM
OF 6" AND PROVIDE
90° STANDARD HOOK
#11 8
COLUMN TIE & STIRRUP SCHEDULE
#3 * TIE & STIRRUP SPACING (INCHES)
COL.
VERT.
REINF.
LEAST COL.
DIM.
NOTES:
1. USE #4 TIES & STIRRUPS FOR #11 BARS.
2. TIES & STIRRUPS TO BE SPACED @ 4" AT COLUMNS W/ BARRIER CABLES.
SEE BARRIER CABLE COLUMN DETAILS.
#10
#9
#8
#7
#6
#5
8
8
8
8
8
8
10
10
10
10
10
10
10
12
12
12
12
12
12
10
14
14
14
14
14
16
16
16
16
18
18
18
20
18
18
22
18
18
16
14
12
10
16
14
12
10
16
14
12
10
14
12
10
12
10
8"10"12"14"16"18"20"22"
AND
OVER
TYPE "T1"
20 BARS
TYPE "T2"
16 BARS
TYPE "T3"
14 BARS
TYPE "T4"
18 BARS
TYPE "T9"
6 BARS
TYPE "T7"
10 BARS
TYPE "T8"
8 BARS
TYPE "T13"
8 BARS
STAGGER ALT. LAPS
180° OPPOSITE SIDES
LAP TIES A MINIMUM
OF 6" AND PROVIDE
90° STANDARD HOOK
TYPE "T14"
12 BARS
TYPE "T5"
16 BARS
TYPE "T6"
22 BARS
TYPE "T10"
22 BARS
TYPE "T11"
24 BARS
TYPE "T12"
16 BARS
TYPE "T15"
4 BARS
TYPE "T16"
26 BARS
TYPE "T17"
28 BARS
PROVIDE CONCRETE STRENGTH
PER COLUMN REQUIREMENTS.
ONLY REQUIRED WHERE REQUIRED
CONCRETE STRENGTH IS GREATER
THAN 7,000 PSI.MIN.
"D"
MIN.
2'-0""D"INTEGRATE COLUMN AND BEAM/SLAB
CONCRETE (PLACED MONOLITHIC).
PROVIDE CONCRETE STRENGTH
PER BEAM & SLAB REQUIREMENTS.
EXTRA TIE REQUIRED AT
END OF SPLICE (TYP.)
NOTE:
SEE COLUMN REINFORCING
DIAGRAM FOR COLUMN TIE
SPACING REQUIREMENTS
LAP SPLICECLASS "B"DOWELS TO MATCH COLUMN
VERTICAL REINFORCING
STANDARD ACI 90° HOOK
NOTE:
S = TIE SPACING PER
COLUMN SCHEDULE
1/2 STIES @ S2"TIES @ S/2CLEARSPANT/SLAB
SEE PLAN
T/FOUNDATION
SEE PLAN
(2) EXTRA TIES @ 3" AT
BOTTOM OF BEND (TYP.)
6 (MIN.)
1
BAR BEND SPLICE (TYP.)CLASS "B" LAPEXTRA TIE REQUIRED AT
END OF SPLICE (TYP.)CLEARSPAN1/2 STIES @ S2"TIES @ S/2WHERE BEAMS FRAME FROM FOUR DIRECTIONS
INTO A COLUMN AND THE BEAM WIDTH ON EACH
COLUMN FACE CONFINES A MIN. OF ¾ OF THE
COLUMN WIDTH, TERMINATION OF TIES NOT MORE
THAN 3" BELOW LOWEST REINFORCEMENT IN
SHALLOWEST OF SUCH BEAMS SHALL BE
PERMITTEDCLEARSPAN1/2 STIES @ S2"TIES @ S/2STANDARD ACI 90° HOOK
EXTRA TIE REQUIRED AT
END OF SPLICE (TYP.)LAP SPLICECLASS "B"LAP SPLICECLASS "B"OFFSET (TYP.)
3" OR GREATER
DOWEL TO MATCH COLUMN
VERTICAL REINFORCING
FROM ABOVENOTE:
SEE COLUMN REINFORCING
DIAGRAM FOR COLUMN TIE
SPACING REQUIREMENTS
EXTRA TIE REQUIRED AT
END OF SPLICE (TYP.)LAP SPLICECLASS "B"LAP SPLICECLASS "B"OFFSET (TYP.)
3" OR GREATER
DOWEL TO MATCH COLUMN
VERTICAL REINFORCING
FROM ABOVENOTE:
SEE COLUMN REINFORCING
DIAGRAM FOR COLUMN TIE
SPACING REQUIREMENTS
NOTE:
S = TIE SPACING PER
COLUMN SCHEDULE
1/2 STIES @ S2"TIES @ S/2CLEARSPANT/SLAB
SEE PLAN
T/FOUNDATION
SEE PLAN
(2) EXTRA TIES @ 3" AT
BOTTOM OF BEND (TYP.)SPLICE (TYP.)CLASS "B" LAPEXTRA TIE REQUIRED AT
END OF SPLICE (TYP.)CLEARSPAN1/2 STIES @ S2"TIES @ S/2COLUMN TIES IN SLAB CAN BE OMITTED WHEN THE
SLAB THICKNESS BELOW THE SLAB REINFORCING IS
LESS THAN ONE-HALF THE SCHEDULED TIE SPACING
FOR THE COLUMN BELOW.CLEARSPAN1/2 STIES @ S2"TIES @ S/2STANDARD ACI 90° HOOK
SLAB REINFORCING
- SEE PLAN
6 (MIN.)
1
BAR BEND
L3x3 CONT.
1/2" DIA. x 6" LONG
STUDS @ 2'-0"
COLUMN SEE SCHEDULE
FOR SIZE AND REINF.
3
A.3
2.8
8" 26"8"8"24" 12"6"30"4'-9 1/4" 4'-5 3/4" 9 1/4"
15#7 VERT.
#3 TIES @ 4"
5000 PSI
15#7 VERT.
#3 TIES @ 4"
5000 PSI
6"30"SEE 4/S4-01 FOR COLUMN
REINFORCING DIAGRAM LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:14:47 PMS4−01
08.14.18CONCRETE COLUMN DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_0851COLUMN TIE PATTERNS
2 TYP. COLUMN/FLOOR JOINT PUDDLING DETAIL3TYPICAL COLUMN AT TRANSFER BEAM
4 TYPICAL COLUMN REINFORCING DIAGRAM
AT BEAMS
5 TPICAL COLUMN DETAIL AT 3" OR GREATER
OFFSET (GRAVITY COLUMNS AT BEAMS)
6 TYPICAL COLUMN DETAIL AT 3" OR GREATER
OFFSET (GRAVITY COLUMNS AT SLABS)
7 TYPICAL COLUMN REINFORCING DIAGRAM AT
FLAT SLABS
8 TYPICAL LOADING DOCK COLUMN CORNER
PROTECTION STEEL
9 COLUMN REINFORCEMENT DETAIL
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
LEVEL 1 - OFFICE
LOBBY
711'-0"
LEVEL 2 - P2
735'-9"
LEVEL 3 - P3
746'-9"
LEVEL 4 - P4
757'-9"
LEVEL 5 - P5
768'-1"
LEVEL 6 - P6
778'-1"
LEVEL 7 - P7
788'-1"
LEVEL 8 - P8
798'-1"
LEVEL 9 - O1
811'-3"
LEVEL 10 - O2
825'-6"
LEVEL 11 - O3
839'-9"
LEVEL 12 - O4
854'-0"
LEVEL 14 - O5
868'-3"
LEVEL 15 - O6
882'-6"
LEVEL 0.5 -
LOADING DOCK
707'-6"
E.0.7 C.1D.1E.8 A.6.1 A.3B.1
SEE 2/S4-05
MATCHLINE
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #4@4"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
D.2
SEE 4/S3-41
LEVEL 15 - O6
882'-6"
LEVEL 16 - O7
896'-9"
LEVEL 17 - INT
915'-1"
LEVEL 18 -
AMENITY - R1
923'-10"
LEVEL 19 - R2
935'-10"
LEVEL 20 - R3
946'-0"
LEVEL 21 - R4
956'-2"
LEVEL 22 - R5
966'-4"
LEVEL 23 - R6
976'-6"
LEVEL 24 - R7
986'-8"
LEVEL 25 - R8
996'-10"
LEVEL 26 - R9
1007'-0"
LEVEL 27 - R10
1017'-2"
LEVEL 28 - R11
1027'-4"
LEVEL 29 - R12
1037'-6"
LEVEL 30 - ROOF
1049'-6"
E.0.7F C.1D.1E.8 A.6.1B.2B.9 A.3C.7.1D.0.5 B.1C.2
SEE 1/S4-05
MATCHLINE
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
7000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
7000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
7000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
7000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
7000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
7000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
7000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
7000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
7000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
24" Ø
8#9
T13 - #3@9"
5000 PSI
24" Ø
8#9
T13 - #3@9"
5000 PSI
24" Ø
8#9
T13 - #3@9"
5000 PSI
24" Ø
8#9
T13 - #3@9"
5000 PSI
D.2
SHEET NOTES:
1.SEE S4-01 FOR TYPICAL COLUMN DETAILS AND
TIE REINFORCEMENT DIAGRAMS.
COLUMN SCHEDULE KEY:
COLUMN SIZE
VERTICAL REINFORCEMENT
TIE REINFORCEMENT DIAGRAM - TIE SPACING
CONCRETE STRENGTH LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:14:54 PMS4−05
08.14.18COLUMN ELEVATIONS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
1 GRIDLINE 1 SERIES COLUMN ELEVATION2GRIDLINE 1 SERIES COLUMN ELEVATION
(CONTINUED)
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
LEVEL 1 - OFFICE
LOBBY
711'-0"
LEVEL 2 - P2
735'-9"
LEVEL 3 - P3
746'-9"
LEVEL 4 - P4
757'-9"
LEVEL 5 - P5
768'-1"
LEVEL 6 - P6
778'-1"
LEVEL 7 - P7
788'-1"
LEVEL 8 - P8
798'-1"
LEVEL 9 - O1
811'-3"
LEVEL 10 - O2
825'-6"
LEVEL 11 - O3
839'-9"
LEVEL 12 - O4
854'-0"
LEVEL 14 - O5
868'-3"
LEVEL 15 - O6
882'-6"
LEVEL 16 - O7
896'-9"
LEVEL 0.5 -
LOADING DOCK
707'-6"
AFB.1
SEE 2/S4-06
MATCHLINE
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
D.2
LEVEL 15 - O6
882'-6"
LEVEL 16 - O7
896'-9"
LEVEL 17 - INT
915'-1"
LEVEL 18 -
AMENITY - R1
923'-10"
LEVEL 19 - R2
935'-10"
LEVEL 20 - R3
946'-0"
LEVEL 21 - R4
956'-2"
LEVEL 22 - R5
966'-4"
LEVEL 23 - R6
976'-6"
LEVEL 24 - R7
986'-8"
LEVEL 25 - R8
996'-10"
LEVEL 26 - R9
1007'-0"
LEVEL 27 - R10
1017'-2"
LEVEL 28 - R11
1027'-4"
LEVEL 29 - R12
1037'-6"
LEVEL 30 - ROOF
1049'-6"
AFB.9D.0.5 B.1
SEE 1/S4-06
MATCHLINE
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
30"x30"
20#11
T1 - #4@6"
7000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#9
T1 - #3@9"
7000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
7000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
7000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#9
T2 - #3@9"
5000 PSI
24"x24"
16#9
T2 - #3@9"
5000 PSI
24"x24"
16#9
T2 - #3@9"
5000 PSI
16"x30"
14#9
T3 - #3@9"
5000 PSI
D.2
LEVEL 1 - OFFICE
LOBBY
711'-0"
LEVEL 0.5 -
LOADING DOCK
707'-6"
18"x18"
8#7
T8 - SEE
SCHEDULE
5000 PSI
18"x18"
8#7
T8 - SEE
SCHEDULE
5000 PSI
18"x18"
8#7
T8 - SEE
SCHEDULE
5000 PSI
18"x18"
8#7
T8 - SEE
SCHEDULE
5000 PSI
DETENTION VAULT
701'-0"
SHEET NOTES:
1.SEE S4-01 FOR TYPICAL COLUMN DETAILS AND
TIE REINFORCEMENT DIAGRAMS.
COLUMN SCHEDULE KEY:
COLUMN SIZE
VERTICAL REINFORCEMENT
TIE REINFORCEMENT DIAGRAM - TIE SPACING
CONCRETE STRENGTH LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:15:00 PMS4−06
08.14.18COLUMN ELEVATIONS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
1 GRIDLINE 1.8 TO 2 SERIES COLUMN ELEVATION2GRIDLINE 1.8 TO 2 SERIES COLUMN ELEVATION
(CONTINUED)3 DETENTION VAULT SERIES COLUMN ELEVATION
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
LEVEL 1 - OFFICE
LOBBY
711'-0"
LEVEL 2 - P2
735'-9"
LEVEL 3 - P3
746'-9"
LEVEL 4 - P4
757'-9"
LEVEL 5 - P5
768'-1"
LEVEL 6 - P6
778'-1"
LEVEL 7 - P7
788'-1"
LEVEL 8 - P8
798'-1"
LEVEL 9 - O1
811'-3"
LEVEL 10 - O2
825'-6"
LEVEL 11 - O3
839'-9"
LEVEL 12 - O4
854'-0"
LEVEL 14 - O5
868'-3"
LEVEL 15 - O6
882'-6"
LEVEL 0.5 -
LOADING DOCK
707'-6"
ABE.0.7F A.3
SEE 3/S4-07
MATCHLINE
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
12000 PSI
DETENTION VAULT
701'-0"
18"x18"
8#7
T8 - SEE
SCHEDULE
5000 PSI
SEE 9/S4-02
SEE 9/S4-02
SEE 9/S4-02
SEE 9/S4-02
SEE 9/S4-02
SEE 9/S4-02
SEE 9/S4-02
LEVEL 15 - O6
882'-6"
LEVEL 16 - O7
896'-9"
LEVEL 17 - INT
915'-1"
LEVEL 18 -
AMENITY - R1
923'-10"
LEVEL 19 - R2
935'-10"
LEVEL 20 - R3
946'-0"
LEVEL 21 - R4
956'-2"
LEVEL 22 - R5
966'-4"
LEVEL 23 - R6
976'-6"
LEVEL 24 - R7
986'-8"
LEVEL 25 - R8
996'-10"
LEVEL 26 - R9
1007'-0"
LEVEL 27 - R10
1017'-2"
LEVEL 28 - R11
1027'-4"
LEVEL 29 - R12
1037'-6"
LEVEL 30 - ROOF
1049'-6"
ABE.0.7F A.3 A.1
SEE 2/S4-07
MATCHLINE
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
30"x30"
20#11
T1 - #4@6"
7000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#9
T1 - #3@9"
7000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
7000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
7000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
24"x24"
16#9
T2 - #3@9"
5000 PSI
18"x30"
14#9
T3 - #3@9"
5000 PSI
LEVEL 1 - OFFICE
LOBBY
711'-0"
LEVEL 0.5 -
LOADING DOCK
707'-6"
C.1D.1
12"x18"
6#7
T9 - SEE
SCHEDULE
12000 PSI
12"x18"
6#7
T9 - SEE
SCHEDULE
12000 PSI
DETENTION VAULT
701'-0"
18"x18"
8#7
T8 - SEE
SCHEDULE
5000 PSI
D.2
SHEET NOTES:
1.SEE S4-01 FOR TYPICAL COLUMN DETAILS AND
TIE REINFORCEMENT DIAGRAMS.
COLUMN SCHEDULE KEY:
COLUMN SIZE
VERTICAL REINFORCEMENT
TIE REINFORCEMENT DIAGRAM - TIE SPACING
CONCRETE STRENGTH LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:15:08 PMS4−07
08.14.18COLUMN ELEVATIONS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
2 GRIDLINE 2.8 TO 3 SERIES COLUMN ELEVATION3GRIDLINE 2.8 TO 3 SERIES COLUMN ELEVATION
(CONTINUED)1 GRIDLINE 2.3 SERIES COLUMN ELEVATION
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
LEVEL 1 - OFFICE
LOBBY
711'-0"
LEVEL 2 - P2
735'-9"
LEVEL 3 - P3
746'-9"
LEVEL 4 - P4
757'-9"
LEVEL 5 - P5
768'-1"
LEVEL 6 - P6
778'-1"
LEVEL 7 - P7
788'-1"
LEVEL 8 - P8
798'-1"
LEVEL 9 - O1
811'-3"
LEVEL 10 - O2
825'-6"
LEVEL 11 - O3
839'-9"
LEVEL 12 - O4
854'-0"
LEVEL 14 - O5
868'-3"
LEVEL 15 - O6
882'-6"
LEVEL 0.5 -
LOADING DOCK
707'-6"
ABFD.4 C.8C.9
SEE 2/S4-08
MATCHLINE
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #4@4"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
12000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
12000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
12000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
12000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
12000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
12000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
12000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
12000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
12000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
12000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
12000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
12000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
12000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
12000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
12000 PSI
16"x30"
14#7
T3 - SEE
SCHEDULE
12000 PSI
30"x30"
24#11 (GR. 75)
T11 - #4@12"
12000 PSI
30"x30"
20#11 (GR. 75)
T1 - #4@12"
12000 PSI
30"x30"
20#11 (GR. 75)
T1 - #4@12"
12000 PSI
30"x30"
20#11 (GR. 75)
T1 - #4@12"
12000 PSI
30"x30"
20#11 (GR. 75)
T1 - #4@12"
12000 PSI
30"x30"
20#11 (GR. 75)
T1 - #4@12"
12000 PSI
30"x30"
20#11 (GR. 75)
T1 - #4@12"
12000 PSI
30"x30"
20#11 (GR. 75)
T1 - #4@12"
12000 PSI
18"x42"
18#11 (GR. 75)
T4 - #4@12"
10000 PSI
18"x42"
18#11 (GR. 75)
T4 - #4@12"
10000 PSI
18"x42"
18#11 (GR. 75)
T4 - #4@12"
10000 PSI
18"x42"
18#11 (GR. 75)
T4 - #4@12"
10000 PSI
18"x42"
18#11 (GR. 75)
T4 - #4@12"
10000 PSI
18"x24"
10#7
T7 - SEE
SCHEDULE
12000 PSI
D.2
SEE 4/S3-41
LEVEL 15 - O6
882'-6"
LEVEL 16 - O7
896'-9"
LEVEL 17 - INT
915'-1"
LEVEL 18 -
AMENITY - R1
923'-10"
LEVEL 19 - R2
935'-10"
LEVEL 20 - R3
946'-0"
LEVEL 21 - R4
956'-2"
LEVEL 22 - R5
966'-4"
LEVEL 23 - R6
976'-6"
LEVEL 24 - R7
986'-8"
LEVEL 25 - R8
996'-10"
LEVEL 26 - R9
1007'-0"
LEVEL 27 - R10
1017'-2"
LEVEL 28 - R11
1027'-4"
LEVEL 29 - R12
1037'-6"
LEVEL 30 - ROOF
1049'-6"
ABFD.0.5D.4 A.1C.2
SEE 1/S4-08
MATCHLINE
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
18"x42"
18#11 (GR. 75)
T4 - #4@6"
10000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
30"x30"
20#11
T1 - #4@6"
7000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
7000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
7000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
18"x42"
18#11 (GR. 75)
T4 - #4@6"
10000 PSI
18"x72"
28#11 (GR. 75)
T16 - #4@3"
7000 PSI
24"x24"
16#9
T2 - #3@9"
5000 PSI
24"x24"
16#9
T2 - #3@9"
5000 PSI
24"x24"
16#9
T2 - #3@9"
5000 PSI
18"x30"
14#9
T3 - #3@9"
5000 PSI
D.2
SHEET NOTES:
1.SEE S4-01 FOR TYPICAL COLUMN DETAILS AND
TIE REINFORCEMENT DIAGRAMS.
COLUMN SCHEDULE KEY:
COLUMN SIZE
VERTICAL REINFORCEMENT
TIE REINFORCEMENT DIAGRAM - TIE SPACING
CONCRETE STRENGTH LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:15:16 PMS4−08
08.14.18COLUMN ELEVATIONS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
1 GRIDLINE 3.9 TO 4 SERIES COLUMN ELEVATION2GRIDLINE 3.9 TO 4 SERIES COLUMN ELEVATION
(CONTINUED)
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
LEVEL 1 - OFFICE
LOBBY
711'-0"
LEVEL 2 - P2
735'-9"
LEVEL 3 - P3
746'-9"
LEVEL 4 - P4
757'-9"
LEVEL 5 - P5
768'-1"
LEVEL 6 - P6
778'-1"
LEVEL 7 - P7
788'-1"
LEVEL 8 - P8
798'-1"
LEVEL 9 - O1
811'-3"
LEVEL 10 - O2
825'-6"
LEVEL 11 - O3
839'-9"
LEVEL 12 - O4
854'-0"
LEVEL 14 - O5
868'-3"
LEVEL 15 - O6
882'-6"
LEVEL 1.5 - RES.
LOBBY
715'-3"
LEVEL 0.5 -
LOADING DOCK
707'-6"
ABF
SEE 2/S4-09
MATCHLINE
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #4@4"
12000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
SEE 4/S3-41
LEVEL 15 - O6
882'-6"
LEVEL 16 - O7
896'-9"
LEVEL 17 - INT
915'-1"
LEVEL 18 -
AMENITY - R1
923'-10"
LEVEL 19 - R2
935'-10"
LEVEL 20 - R3
946'-0"
LEVEL 21 - R4
956'-2"
LEVEL 22 - R5
966'-4"
LEVEL 23 - R6
976'-6"
LEVEL 24 - R7
986'-8"
LEVEL 25 - R8
996'-10"
LEVEL 26 - R9
1007'-0"
LEVEL 27 - R10
1017'-2"
LEVEL 28 - R11
1027'-4"
LEVEL 29 - R12
1037'-6"
LEVEL 30 - ROOF
1049'-6"
ABFE.2 A.1
SEE 1/S4-09
MATCHLINE
LEVEL 31 -
PENTHOUSE
1061'-9"
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
30"x30"
20#11
T1 - #4@6"
7000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
7000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
7000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
7000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
7000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
30" Ø
12#10
T14 - SEE
SCHEDULE
7000 PSI
12"x12"
4#7
T15 - SEE
SCHEDULE
5000 PSI
24" Ø
8#9
T13 - #3@9"
5000 PSI
24"x24"
16#9
T2 - #3@9"
5000 PSI
24"x24"
16#9
T2 - #3@9"
5000 PSI
18"x30"
14#9
T3 - #3@9"
5000 PSI
SHEET NOTES:
1.SEE S4-01 FOR TYPICAL COLUMN DETAILS AND
TIE REINFORCEMENT DIAGRAMS.
COLUMN SCHEDULE KEY:
COLUMN SIZE
VERTICAL REINFORCEMENT
TIE REINFORCEMENT DIAGRAM - TIE SPACING
CONCRETE STRENGTH LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:15:22 PMS4−09
08.14.18COLUMN ELEVATIONS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
1 GRIDLINE 4.9 TO 5 SERIES COLUMN ELEVATION2GRIDLINE 4.9 TO 5 SERIES COLUMN ELEVATION
(CONTINUED)
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
LEVEL 1 - OFFICE
LOBBY
711'-0"
LEVEL 2 - P2
735'-9"
LEVEL 3 - P3
746'-9"
LEVEL 4 - P4
757'-9"
LEVEL 5 - P5
768'-1"
LEVEL 6 - P6
778'-1"
LEVEL 7 - P7
788'-1"
LEVEL 8 - P8
798'-1"
LEVEL 9 - O1
811'-3"
LEVEL 10 - O2
825'-6"
LEVEL 11 - O3
839'-9"
LEVEL 12 - O4
854'-0"
LEVEL 14 - O5
868'-3"
LEVEL 15 - O6
882'-6"
LEVEL 16 - O7
896'-9"
LEVEL 1.5 - RES.
LOBBY
715'-3"
LEVEL 0.5 -
LOADING DOCK
707'-6"
ABF
MATCHLINE
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x54"
28#7
T17 - #3@6"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
SEE 2/S4-10
E.9
LEVEL 15 - O6
882'-6"
LEVEL 16 - O7
896'-9"
LEVEL 17 - INT
915'-1"
LEVEL 18 -
AMENITY - R1
923'-10"
LEVEL 19 - R2
935'-10"
LEVEL 20 - R3
946'-0"
LEVEL 21 - R4
956'-2"
LEVEL 22 - R5
966'-4"
LEVEL 23 - R6
976'-6"
LEVEL 24 - R7
986'-8"
LEVEL 25 - R8
996'-10"
LEVEL 26 - R9
1007'-0"
LEVEL 27 - R10
1017'-2"
LEVEL 28 - R11
1027'-4"
LEVEL 29 - R12
1037'-6"
LEVEL 30 - ROOF
1049'-6"
ABFE.1 A.1
MATCHLINE
LEVEL 31 -
PENTHOUSE
1061'-9"
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
30"x30"
20#11
T1 - #4@6"
7000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
18"x36"
16#10
T12 - SEE
SCHEDULE
7000 PSI
18"x36"
16#10
T12 - SEE
SCHEDULE
5000 PSI
18"x36"
16#10
T12 - SEE
SCHEDULE
5000 PSI
18"x36"
16#10
T12 - SEE
SCHEDULE
5000 PSI
18"x36"
16#10
T12 - SEE
SCHEDULE
5000 PSI
18"x36"
16#7
T12 - SEE
SCHEDULE
5000 PSI
18"x36"
16#7
T12 - SEE
SCHEDULE
5000 PSI
18"x36"
16#7
T12 - SEE
SCHEDULE
5000 PSI
18"x36"
16#7
T12 - SEE
SCHEDULE
5000 PSI
18"x36"
16#7
T12 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
7000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
7000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
18"x30"
14#7
T3 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
18"x18"
8#11 (GR. 75)
T8 - #4@6"
7000 PSI
18"x18"
8#11 (GR. 75)
T8 - #4@6"
7000 PSI
18"x18"
8#11 (GR. 75)
T8 - #4@6"
7000 PSI
18"x18"
8#11 (GR. 75)
T8 - #4@6"
7000 PSI
18"x18"
8#11 (GR. 75)
T8 - #4@6"
7000 PSI
18"x18"
8#11 (GR. 75)
T8 - #4@6"
5000 PSI
18"x18"
8#11 (GR. 75)
T8 - #4@6"
5000 PSI
18"x18"
8#11 (GR. 75)
T8 - #4@6"
5000 PSI
18"x18"
8#9
T8 - #3@6"
5000 PSI
18"x18"
8#9
T8 - #3@6"
5000 PSI
18"x18"
8#9
T8 - #3@6"
5000 PSI
18"x18"
8#9
T8 - #3@6"
5000 PSI
18"x18"
8#9
T8 - #3@4"
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
7000 PSI
30" Ø
12#10
T14 - SEE
SCHEDULE
7000 PSI
12"x12"
4#7
T15 - SEE
SCHEDULE
5000 PSI
SEE 1/S4-10
24"x24"
16#9
T2 - #3@9"
5000 PSI
18"x36"
16#9
T12 - #3@9"
5000 PSI
18"x18"
8#9
T8 - #3@6"
5000 PSI
24"x24"
16#9
T2 - #3@9"
5000 PSI
18"x30"
14#9
T3 - #3@9"
5000 PSI
LEVEL 30 - ROOF
1049'-6"
D
LEVEL 31 -
PENTHOUSE
1061'-9"
12"x12"
4#10
T15 - SEE
SCHEDULE
5000 PSI
12"x12"
4#10
T15 - SEE
SCHEDULE
5000 PSI
12"x12"
4#10
T15 - SEE
SCHEDULE
5000 PSI
SCREEN WALL A
1068'-2"12"x12"
4#10
T15 - #3@6"
5000 PSI
12"x12"
4#10
T15 - #3@6"
5000 PSI
12"x12"
4#10
T15 - #3@6"
5000 PSI
SHEET NOTES:
1.SEE S4-01 FOR TYPICAL COLUMN DETAILS AND
TIE REINFORCEMENT DIAGRAMS.
COLUMN SCHEDULE KEY:
COLUMN SIZE
VERTICAL REINFORCEMENT
TIE REINFORCEMENT DIAGRAM - TIE SPACING
CONCRETE STRENGTH LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:15:30 PMS4−10
08.14.18COLUMN ELEVATIONS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
1 GRIDLINE 5.7 TO 6 SERIES COLUMN ELEVATION2GRIDLINE 5.7 TO 6 SERIES COLUMN ELEVATION
(CONTINUED)
3 GRIDLINE 6.4 SERIES COLUMN ELEVATION
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
LEVEL 1 - OFFICE
LOBBY
711'-0"
LEVEL 2 - P2
735'-9"
LEVEL 3 - P3
746'-9"
LEVEL 4 - P4
757'-9"
LEVEL 5 - P5
768'-1"
LEVEL 6 - P6
778'-1"
LEVEL 7 - P7
788'-1"
LEVEL 8 - P8
798'-1"
LEVEL 9 - O1
811'-3"
LEVEL 10 - O2
825'-6"
LEVEL 11 - O3
839'-9"
LEVEL 12 - O4
854'-0"
LEVEL 14 - O5
868'-3"
LEVEL 15 - O6
882'-6"
LEVEL 1.5 - RES.
LOBBY
715'-3"
LEVEL 0.5 -
LOADING DOCK
707'-6"
F CD A.7
SEE 2/S4-11
MATCHLINE
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x54"
28#7
T17 - #3@6"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
E.9
LEVEL 15 - O6
882'-6"
LEVEL 16 - O7
896'-9"
LEVEL 17 - INT
915'-1"
LEVEL 18 -
AMENITY - R1
923'-10"
LEVEL 19 - R2
935'-10"
LEVEL 20 - R3
946'-0"
LEVEL 21 - R4
956'-2"
LEVEL 22 - R5
966'-4"
LEVEL 23 - R6
976'-6"
LEVEL 24 - R7
986'-8"
LEVEL 25 - R8
996'-10"
LEVEL 26 - R9
1007'-0"
LEVEL 27 - R10
1017'-2"
LEVEL 28 - R11
1027'-4"
LEVEL 29 - R12
1037'-6"
LEVEL 30 - ROOF
1049'-6"
F CDE.1 A.7
SEE 1/S4-11
MATCHLINE
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
7000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#10
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x30"
16#7
T5 - SEE
SCHEDULE
7000 PSI
24"x30"
16#7
T5 - SEE
SCHEDULE
5000 PSI
24"x30"
16#7
T5 - SEE
SCHEDULE
5000 PSI
24"x30"
16#7
T5 - SEE
SCHEDULE
5000 PSI
24"x30"
16#7
T5 - SEE
SCHEDULE
5000 PSI
24"x30"
16#7
T5 - SEE
SCHEDULE
5000 PSI
24"x30"
16#7
T5 - SEE
SCHEDULE
5000 PSI
24"x30"
16#7
T5 - SEE
SCHEDULE
5000 PSI
24"x30"
16#7
T5 - SEE
SCHEDULE
5000 PSI
24"x30"
16#7
T5 - SEE
SCHEDULE
5000 PSI
24"x30"
16#7
T5 - SEE
SCHEDULE
7000 PSI
24"x30"
16#7
T5 - SEE
SCHEDULE
5000 PSI
24"x30"
16#7
T5 - SEE
SCHEDULE
5000 PSI
24"x30"
16#7
T5 - SEE
SCHEDULE
5000 PSI
24"x30"
16#7
T5 - SEE
SCHEDULE
5000 PSI
24"x30"
16#7
T5 - SEE
SCHEDULE
5000 PSI
24"x30"
16#7
T5 - SEE
SCHEDULE
5000 PSI
24"x30"
16#7
T5 - SEE
SCHEDULE
5000 PSI
24"x30"
16#7
T5 - SEE
SCHEDULE
5000 PSI
24"x30"
16#7
T5 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
7000 PSI
30" Ø
12#10
T14 - SEE
SCHEDULE
7000 PSI
30" Ø
12#7
T14 - SEE
SCHEDULE
7000 PSI
24"x46"
22#7
T6 - #3@6"
7000 PSI
30" Ø
12#7
T14 - SEE
SCHEDULE
7000 PSI
24"x24"
16#9
T2 - #3@9"
5000 PSI
24"x24"
16#9
T2 - #3@9"
5000 PSI
24"x30"
16#9
T5 - #3@9"
5000 PSI
24"x30"
16#9
T5 - #3@9"
5000 PSI
24"x24"
16#9
T2 - #3@9"
5000 PSI
SHEET NOTES:
1.SEE S4-01 FOR TYPICAL COLUMN DETAILS AND
TIE REINFORCEMENT DIAGRAMS.
COLUMN SCHEDULE KEY:
COLUMN SIZE
VERTICAL REINFORCEMENT
TIE REINFORCEMENT DIAGRAM - TIE SPACING
CONCRETE STRENGTH LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:15:37 PMS4−11
08.14.18COLUMN ELEVATIONS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
1 GRIDLINE 6.7 TO 7.1 SERIES COLUMN
ELEVATION2GRIDLINE 6.7 TO 7.1 SERIES COLUMN
ELEVATION (CONTINUED)
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
LEVEL 1 - OFFICE
LOBBY
711'-0"
LEVEL 2 - P2
735'-9"
LEVEL 3 - P3
746'-9"
LEVEL 4 - P4
757'-9"
LEVEL 5 - P5
768'-1"
LEVEL 6 - P6
778'-1"
LEVEL 7 - P7
788'-1"
LEVEL 8 - P8
798'-1"
LEVEL 9 - O1
811'-3"
LEVEL 10 - O2
825'-6"
LEVEL 11 - O3
839'-9"
LEVEL 12 - O4
854'-0"
LEVEL 14 - O5
868'-3"
LEVEL 15 - O6
882'-6"
LEVEL 1.5 - RES.
LOBBY
715'-3"
LEVEL 0.5 -
LOADING DOCK
707'-6"
BFCDE A.7
SEE 2/S4-05
MATCHLINE
SEE 2/S4-05
MATCHLINE
SEE 2/S4-12
MATCHLINE
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
24#11 (GR. 75)
T11 - #4@18"
12000 PSI
30"x30"
24#11 (GR. 75)
T11 - #4@18"
12000 PSI
30"x30"
20#11
T1 - #4@18"
12000 PSI
30"x30"
20#11
T1 - #4@18"
12000 PSI
30"x30"
20#11
T1 - #4@18"
12000 PSI
30"x30"
20#11
T1 - #4@18"
12000 PSI
30"x30"
20#9
T1 - #3@9"
12000 PSI
30"x30"
20#9
T1 - #3@9"
12000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
30"x30"
24#11 (GR. 75)
T11 - #4@18"
12000 PSI
30"x30"
24#11 (GR. 75)
T11 - #4@18"
12000 PSI
30"x30"
20#11
T1 - #4@18"
12000 PSI
30"x30"
20#11
T1 - #4@18"
12000 PSI
30"x30"
20#11
T1 - #4@18"
12000 PSI
30"x30"
20#11
T1 - #4@18"
12000 PSI
30"x30"
20#9
T1 - #3@9"
12000 PSI
30"x30"
20#9
T1 - #3@9"
12000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
30"x30"
22#11 (GR. 75)
T10 - #4@18"
10000 PSI
30"x30"
22#11 (GR. 75)
T10 - #4@18"
10000 PSI
30"x30"
22#11 (GR. 75)
T10 - #4@18"
10000 PSI
30"x30"
22#11 (GR. 75)
T10 - #4@18"
10000 PSI
30"x30"
22#11 (GR. 75)
T10 - #4@18"
10000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x30"
20#7
T1 - #3@9"
12000 PSI
30"x54"
28#7
T17 - #4@4"
12000 PSI
30"x30"
20#7
T1 - #4@4"
12000 PSI
30"x30"
20#7
T1 - #4@4"
12000 PSI
30"x30"
20#7
T1 - #4@4"
12000 PSI
30"x30"
20#7
T1 - #4@4"
12000 PSI
30"x30"
20#7
T1 - #4@4"
12000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x36"
22#11 (GR. 75)
T10 - #4@12"
12000 PSI
30"x36"
22#11 (GR. 75)
T10 - #4@12"
12000 PSI
30"x36"
22#11 (GR. 75)
T10 - #4@12"
12000 PSI
30"x36"
22#11 (GR. 75)
T10 - #4@12"
12000 PSI
30"x36"
22#11 (GR. 75)
T10 - #4@12"
12000 PSI
30"x36"
22#11 (GR. 75)
T10 - #4@12"
12000 PSI
30"x36"
22#11 (GR. 75)
T10 - #4@12"
12000 PSI
30"x36"
22#11 (GR. 75)
T10 - #4@12"
12000 PSI
E.9
SEE 4/S3-41
SEE 4/S3-41
SEE 4/S3-41
SEE 4/S3-41
SEE 4/S3-41
SEE 4/S3-41
LEVEL 15 - O6
882'-6"
LEVEL 16 - O7
896'-9"
LEVEL 17 - INT
915'-1"
LEVEL 18 -
AMENITY - R1
923'-10"
LEVEL 19 - R2
935'-10"
LEVEL 20 - R3
946'-0"
LEVEL 21 - R4
956'-2"
LEVEL 22 - R5
966'-4"
LEVEL 23 - R6
976'-6"
LEVEL 24 - R7
986'-8"
LEVEL 25 - R8
996'-10"
LEVEL 26 - R9
1007'-0"
LEVEL 27 - R10
1017'-2"
LEVEL 28 - R11
1027'-4"
LEVEL 29 - R12
1037'-6"
LEVEL 30 - ROOF
1049'-6"
BFCDD.7EE.2 A.7
SEE 2/S4-05
MATCHLINE
SEE 2/S4-05
MATCHLINE
SEE 1/S4-12
MATCHLINE
30"x30"
20#7
T1 - #3@9"
10000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
30"x30"
22#11 (GR. 75)
T10 - #4@18"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
18"x26"
10#7
T7 - SEE
SCHEDULE
7000 PSI
18"x26"
10#7
T7 - SEE
SCHEDULE
7000 PSI
18"x26"
10#7
T7 - SEE
SCHEDULE
5000 PSI
18"x26"
10#7
T7 - SEE
SCHEDULE
5000 PSI
18"x26"
10#7
T7 - SEE
SCHEDULE
5000 PSI
18"x26"
10#7
T7 - SEE
SCHEDULE
5000 PSI
18"x26"
10#7
T7 - SEE
SCHEDULE
5000 PSI
18"x26"
10#7
T7 - SEE
SCHEDULE
5000 PSI
18"x26"
10#7
T7 - SEE
SCHEDULE
5000 PSI
18"x26"
10#7
T7 - SEE
SCHEDULE
5000 PSI
18"x26"
10#7
T7 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
7000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
7000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
7000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
7000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24"x24"
16#7
T2 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
7000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
7000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
7000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
5000 PSI
18"x26"
10#7
T7 - SEE
SCHEDULE
7000 PSI
18"x26"
10#7
T7 - SEE
SCHEDULE
7000 PSI
18"x26"
10#7
T7 - SEE
SCHEDULE
5000 PSI
18"x26"
10#7
T7 - SEE
SCHEDULE
5000 PSI
18"x26"
10#7
T7 - SEE
SCHEDULE
5000 PSI
18"x26"
10#7
T7 - SEE
SCHEDULE
5000 PSI
18"x26"
10#7
T7 - SEE
SCHEDULE
5000 PSI
18"x26"
10#7
T7 - SEE
SCHEDULE
5000 PSI
18"x26"
10#7
T7 - SEE
SCHEDULE
5000 PSI
18"x26"
10#7
T7 - SEE
SCHEDULE
5000 PSI
18"x26"
10#7
T7 - SEE
SCHEDULE
5000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
30"x30"
20#9
T1 - #3@9"
10000 PSI
30"x30"
20#7
T1 - #3@9"
10000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
7000 PSI
24" Ø
8#7
T13 - SEE
SCHEDULE
7000 PSI
30"x30"
22#11 (GR. 75)
T10 - #4@18"
10000 PSI
24" Ø
8#9
T13 - #3@9"
5000 PSI
24"x24"
16#9
T2 - #3@9"
5000 PSI
24"x24"
16#9
T2 - #3@9"
5000 PSI
18"x26"
10#9
T7 - #3@9"
5000 PSI
18"x26"
10#9
T7 - #3@9"
5000 PSI
24" Ø
8#9
T13 - #3@9"
5000 PSI
SHEET NOTES:
1.SEE S4-01 FOR TYPICAL COLUMN DETAILS AND
TIE REINFORCEMENT DIAGRAMS.
COLUMN SCHEDULE KEY:
COLUMN SIZE
VERTICAL REINFORCEMENT
TIE REINFORCEMENT DIAGRAM - TIE SPACING
CONCRETE STRENGTH LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:15:44 PMS4−12
08.14.18COLUMN ELEVATIONS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
1 GRIDLINE 7.8 TO 8 SERIES COLUMN ELEVATION2GRIDLINE 7.8 TO 8 SERIES COLUMN ELEVATION
(CONTINUED)
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
LINTEL BAR SCHEDULE
OPENING SIZE REINFORCING
LESS THAN 5'-0"
5'-1" TO 7'-0"
7'-1" TO 9'-0"
MORE THAN 9'-0"
2#5
2#6
2#7
CONSULT ENGINEER
FLOOR LINE SPLICELAPSPLICE
LAP
SPLICELAPACI STANDARD HOOK
WHERE MIN. EMBED.
IS NOT POSSIBLE
DOWELS TO MATCH
JAMB BARS
JAMB BARS TO
MATCH VERT. REINF.
LINTEL BARS -
SEE SCHEDULE
WHERE EXTENSION IS
NOT POSSIBLE, EXTEND
BARS AS FAR AS
POSSIBLE
AND PROVIDE STANDARD
ACI HOOK
FLOOR LINE SPLICELAPTYPICAL WALL
REINFORCING
JAMB BARS TO
MATCH VERT. REINF.
WHERE EXTENSION IS NOT
POSSIBLE, EXTEND BARS AS FAR AS
POSSIBLE AND PROVIDE STANDARD
ACI HOOK
LINTEL BARS -
SEE SCHEDULE
LENGTH
DEVELOPMENT
HAIRPINS TO
MATCH HORIZ.
REINFORCING
TYP. WALL
REINFORCING
SECTION C
JAMB
2-JAMB BARS
TYP. WALL
REINFORCING
SECTION D
JAMB
SPLICE
LAP
2-JAMB BARS
U-BARS TO
MATCH
VERTICAL
REINFORCING
SECTION E
ISOLATED WALL
48" OR LESS
T/OPENINGT/OPENING
HAIRPINS TO
MATCH VERTICAL
REINFORCING
B/OPENING B/OPENING
SECTION A
LINTEL/SILL
SECTION B
LINTEL/SILL
A OR BC
OR
D
A OR BC
OR
D
STANDARD 90°
ACI HOOK
SPLICELAPLINTEL BARS
TYPICAL WALL
REINFORCING
U-BARS TO
MATCH HORIZ.
REINFORCINGSPLICELAPT/SLAB
AT CONTINUOUS SLAB AT SLAB END
2x4 KEY
CONTINUOUS
2x4 KEY
CONTINUOUS
ROUGHEN SURFACE
SPLICELAPT/SLAB
AT CONTINUOUS SLAB AT SLAB END
ROUGHEN
SURFACE
ROUGHEN
SURFACE
U-BARS - SEE TABLE
VERT. BAR U-BAR
U-BAR TABLE
#4 #4
#5 #5
#6 #6
#7 #7
#8 #8
#9 TO #11 #8
NOTES:
(1) PLACE "T2" AND "B2" IN SECOND LAYER.
(2) USE U-STIRRUPS AT BEAMS EXCEEDING 36" IN DEPTH.
(3) SEE ELEV. FOR CONCRETE STRENGTH OF LINK BEAM.
(4) SEE 6/S-501, 7/S-501 AND 8/S-501 FOR LINK BEAM DETAILS.
2""S1" STIRRUPS 2"
DEVELOPMENT
LENGTH
T/SLAB
FACE BARS
PROVIDE 90 OR 180
HOOK REQ'D. FOR BAR
DEVELOPMENT
NOTE: COORDINATE PIPE SLEEVES WITH
MECH. DWG'S.
"T1" BARS
"T2" BARS
"B2" BARS
"B1" BARS
DEVELOPMENT
LENGTH
HORIZ. WALL REINF.
-SEE WALL SECTION
VERT. WALL REINF.
-SEE WALL ELEV.
LINK BEAM REINF.
-SEE SECEDULE
LINK BEAM STIRRUPS
-SEE SCHEDULE
LINK BEAM
..
PLAN
ELEVATION
NOTE: SEE 5/S5-01 FOR BAR SCHEDULE
HORIZ. WALL REINF.
SEE WALL SECTIONS
AND ELEVATIONS
FACE BARS
"B2" BARS
SECOND LAYER
"B1" BARS
"T1" BARS
"T2" BARS
SECOND LAYER
ROUGHEN SURFACE
h<36""B3" BARS
THIRD LAYER
"T3" BARS
THIRD LAYER
HORIZ. WALL REINF.
SEE WALL SECTIONS
AND ELEVATIONS
FACE BARS
"B2" BARS
SECOND LAYER
"B1" BARS
"T1" BARS
"T2" BARS
SECOND LAYER
h>36"U-BARS
.CLASS B LAP SPLICE
ROUGHEN SURFACE
"B3" BARS
THIRD LAYER
"T3" BARS
THIRD LAYER
CORNERINTERSECTION
ENDWALL
SPLICELAPSPLICE
LAP
U-BARS TO MATCH
HORIZONTAL
REINF.
STANDARD
90°
HOOKS 2 VERTICAL BARS TYPICAL
U-BARS TO MATCH
HORIZONTAL
REINF.
2 VERTICAL BARS
TYPICAL
BOUNDARY ELEMENT
@ WALL CORNER
CLASS "B" LAP
VERT. REINF. - SEE
ELEV. FOR SIZE
AND SPACING
U-BARS TO MATCH
HORIZONTAL BARS
VERT. WALL REINFORCING @
6"- SEE ELEV. FOR SIZE
MINIMUM #6 BAR
ZONE2'-0" BOUNDARYCLASS "B" LAP#3 J-TIES @ 12"
IN BOUNDARY ZONE
#3 CLOSED TIES @ 12"
VERT. REINF. - SEE
ELEV. FOR SIZE
AND SPACING
HORIZ. REINF. - SEE
ELEV. FOR SIZE
AND SPACING
HORIZ. REINF. - SEE
ELEV. FOR SIZE
AND SPACING
#3 J-TIES @ 12" WHERE
CALLED FOR IN WALL
ELEVATION
BOUNDARY ELEMENT
@ WALL END
VERT. WALL REINFORCING @
6"- SEE ELEV. FOR SIZE
MINIMUM #6 BAR
ZONE
2'-0" BOUNDARY
CLASS "B" LAP #3 J-TIES @ 12"
IN BOUNDARY ZONE
#3 CLOSED TIES @ 12"
VERT. REINF. - SEE
ELEV. FOR SIZE
AND SPACING
HORIZ. REINF. - SEE
ELEV. FOR SIZE
AND SPACING U-BARS TO MATCH
HORIZONTAL BARS
#3 J-TIES @ 12" WHERE
CALLED FOR IN WALL
ELEVATION
2.8
B.8
BAR SIZE TO MATCH VERTICAL
BARS SHOWN IN ADJACENT
BOUNDARY ELEMENT - SEE
SHEAR WALL "SW-1" ELEVATIONS
SEE 4/S5-01 FOR
DETAILS NOT SHOWN
TIE SIZE AND SPACING TO
MATCH HORIZONTAL
REINFORCEMENT OF ADJACENT
BOUNDARY ELEMENT - SEE
SHEAR WALL "SW-1"
ELEVATIONS
SEE SHEAR WALL "SW-1"
ELEVATIONS FOR VERTICAL
REINFORCEMENT IN
BOUNDARY ELEMENT
2.8
B.8
SEE SHEAR WALL ELEVATIONLENGTH OF BOUNDARY ELEMENTBAR SIZE TO MATCH VERTICAL
BARS SHOWN IN ADJACENT
BOUNDARY ELEMENT - SEE
SHEAR WALL "SW-1" ELEVATIONS
SEE 4/S5-01 FOR
DETAILS NOT SHOWN
TIE SIZE AND SPACING TO
MATCH HORIZONTAL
REINFORCEMENT OF
ADJACENT BOUNDARY
ELEMENT - SEE SHEAR WALL
"SW-1" ELEVATIONS
SEE SHEAR WALL "SW-1"
ELEVATIONS FOR VERTICAL
REINFORCEMENT IN
BOUNDARY ELEMENT
SEE SHEAR WALL "SW-1"
ELEVATIONS FOR VERTICAL AND
HORIZONTAL REINFORCEMENT
SEE SHEAR WALL "SW-1"
ELEVATIONS FOR VERTICAL AND
HORIZONTAL REINFORCEMENT LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:15:50 PMS5−01
08.14.18SHEAR WALL DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_0851TYPICAL MINIMUM REINFORCING AT CONCRETE
WALL OPENINGS
2 TYPICAL SHEAR WALL DETAIL AT FLOOR SLAB
3 TYPICAL SHEARWALL DETAIL AT TOP OF WALL
5 LINK BEAM SCHEDULE
SHEAR WALL LINK BEAM REINFORCEMENT SCHEDULE
MARK
MINIMUM
BM SIZE "T1" BARS "T2" BARS "T3" BARS "B1" BARS "B2" BARS "B3" BARS
STIRRUPS (2)
"S1"
FACE BARS
(E.F.)
LB1 18x30 5#9 5#9 5#9 5#9 #4@4" #4@6"
LB2 18x72 5#10 5#10 5#10 5#10 5#10 5#10 #4@4" #4@6"
LB3 18x30 4#7 4#7 4#7 4#7 #3@4" #4@6"
LB4 18x20 4#9 4#9 4#9 4#9 #4@4" #4@6"
LB5 18x72 5#10 5#10 5#10 5#10 5#10 5#10 #4@4" #4@6"
LB6 18x30 3#9 2#9 3#9 2#9 #3@4" #4@6"
LB7 18x30 3#9 2#9 3#9 2#9 #3@4" #4@6"
LB8 18x30 3#7 2#7 3#7 2#7 #3@4" #4@6"
LB9 18x20 4#9 4#9 4#9 4#9 #4@4" #4@6"
LB10 18x30 5#10 5#10 5#10 5#10 #4@4" #4@6"
LB11 18x20 3#7 3#7 3#7 3#7 #3@4" #4@6"
6 TYPICAL SHEAR WALL LINK BEAM DETAIL
7 TYPICAL SECTION AT LINK BEAM DEPTH LESS
THAN 36"
8 TYPICAL SECTION AT LINK BEAM DEPTH
GREATER THAN 36"
9 TYPICAL REINFORCING AT WALL
INTERSECTIONS DOUBLE MAT REINFORCING
4 SHEARWALL REINFORCING BOUNDARY DETAILS10DETAIL AT SHEAR WALL "SW-1"
11 DETAIL AT SHEAR WALL "SW-1"
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
LEVEL 1 - OFFICE
LOBBY
711'-0"
LEVEL 2 - P2
735'-9"
LEVEL 3 - P3
746'-9"
LEVEL 4 - P4
757'-9"
LEVEL 5 - P5
768'-1"
LEVEL 6 - P6
778'-1"
LEVEL 7 - P7
788'-1"
LEVEL 8 - P8
798'-1"
LEVEL 9 - O1
811'-3"
LEVEL 10 - O2
825'-6"
LEVEL 11 - O3
839'-9"
LEVEL 12 - O4
854'-0"
LEVEL 14 - O5
868'-3"
LEVEL 15 - O6
882'-6"
LEVEL 0.5 -
LOADING DOCK
707'-6"
B.8D.4
SEE 2/S5-05
MATCHLINE
18" WALLf'c = 7,000 PSI#10@6" VEF#10@6" VEF#9@6" VEF#9@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#10@6" VEF#9@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF(GR. 75)#10@6" VEF(GR. 75)10
S5-01
____________
11
S5-01
____________#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEFNOTE 6#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#10@6" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#9@12" VEF#6@6" HEF
#6@6" HEF
#4@12" HEF
#6@6" HEF
#6@12" HEF
#6@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#6@12" HEF
#6@12" HEF
6'-0"
BOUNDARY
ELEMENT
14'-6"
BOUNDARY
ELEMENT
NOTE 6NOTE 6NOTE 69'-0"
BOUNDARY
ELEMENT
#6@6" HEF
#5@12" HEF
#5@12" HEF #5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF #5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#6@12" HEF
#6@12" HEF #6@12" HEF
D.2
LEVEL 15 - O6
882'-6"
LEVEL 16 - O7
896'-9"
LEVEL 17 - INT
915'-1"
LEVEL 18 -
AMENITY - R1
923'-10"
LEVEL 19 - R2
935'-10"
LEVEL 20 - R3
946'-0"
LEVEL 21 - R4
956'-2"
LEVEL 22 - R5
966'-4"
LEVEL 23 - R6
976'-6"
LEVEL 24 - R7
986'-8"
LEVEL 25 - R8
996'-10"
LEVEL 26 - R9
1007'-0"
LEVEL 27 - R10
1017'-2"
LEVEL 28 - R11
1027'-4"
LEVEL 29 - R12
1037'-6"
LEVEL 30 - ROOF
1049'-6"
B.8D.4
SEE 1/S5-05
MATCHLINEf'c = 5,000 PSIf'c = 7,000 PSI18" WALL#9@6" VEF#9@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#9@6" VEF#9@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#7@12" VEF#9@12" VEF#9@12" VEF#9@12" VEF#9@12" VEF#7@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#6@12" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@12" HEF
#6@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
6'-0"
BOUNDARY
ELEMENT
14'-6"
BOUNDARY
ELEMENT
4'-0"
BOUNDARY
ELEMENT
4'-0"
BOUNDARY
ELEMENT
#6@6" HEF
#6@6" HEFLB11 (18 x 20)
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@6" HEF
#6@6" HEF #6@6" HEF
D.2
LEVEL 1 - OFFICE
LOBBY
711'-0"
LEVEL 2 - P2
735'-9"
LEVEL 3 - P3
746'-9"
LEVEL 4 - P4
757'-9"
LEVEL 5 - P5
768'-1"
LEVEL 6 - P6
778'-1"
LEVEL 7 - P7
788'-1"
LEVEL 8 - P8
798'-1"
LEVEL 9 - O1
811'-3"
LEVEL 10 - O2
825'-6"
LEVEL 11 - O3
839'-9"
LEVEL 12 - O4
854'-0"
LEVEL 14 - O5
868'-3"
LEVEL 15 - O6
882'-6"
LEVEL 0.5 -
LOADING DOCK
707'-6"
B.8
SEE 4/S5-05
MATCHLINE
18" WALLf'c = 7,000 PSINOTE 6#9@12" VEF#8@12" VEF#9@12" VEF#8@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
4'-0"
BOUNDARY
ELEMENT
4'-0"
BOUNDARY
ELEMENT
NOTE 6NOTE 6D.2
LEVEL 15 - O6
882'-6"
LEVEL 16 - O7
896'-9"
LEVEL 17 - INT
915'-1"
LEVEL 18 -
AMENITY - R1
923'-10"
LEVEL 19 - R2
935'-10"
LEVEL 20 - R3
946'-0"
LEVEL 21 - R4
956'-2"
LEVEL 22 - R5
966'-4"
LEVEL 23 - R6
976'-6"
LEVEL 24 - R7
986'-8"
LEVEL 25 - R8
996'-10"
LEVEL 26 - R9
1007'-0"
LEVEL 27 - R10
1017'-2"
LEVEL 28 - R11
1027'-4"
LEVEL 29 - R12
1037'-6"
LEVEL 30 - ROOF
1049'-6"
B.8
SEE 3/S5-05
MATCHLINE
LEVEL 31 -
PENTHOUSE
1061'-9"18" WALLf'c = 5,000 PSIf'c = 7,000 PSILB8 (18 x 30)#9@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#9@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#9@12" VEF#7@12" VEF#9@12" VEF#9@12" VEF#9@12" VEF#9@12" VEF#9@12" VEF#9@12" VEF#9@6" VEF#9@6 VEF#9@6" VEF#9@6" VEF#7@6" VEF#9@6" VEF#7@6" VEF#9@6" VEF#6@12" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@12" HEF
#6@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
4'-0"
BOUNDARY
ELEMENT
4'-0"
BOUNDARY
ELEMENT
#6@6" HEF
#5@12" HEF
#5@12" HEF
D.2
#5@12" HEF#5@12" VEFSHEET NOTES:
1.
2.
SEE S0 SERIES FOR STRUCTURAL NOTES.
SEE S5-01 FOR TYPICAL SHEAR WALL DETAILS.
3.
4.
SEE DETAIL 4/S5-01 FOR TIE REINFORCEMENT
AT BOUNDARY ELEMENTS (HATCHED AREA).
SEE DETAIL 4/S5-01 FOR VERTICAL STEEL
REQUIREMENTS IN BOUNDARY ELEMENTS
(HATCHED AREA).
5.
6.
J-TIES REQUIRED IN SHEAR WALL BETWEEN
BOUNDARY ELEMENTS WITHIN HATCHED AREA.
DOWELS TO MATCH VERTICAL SHEAR WALL
REINFORCEMENT.LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:15:57 PMS5−05
08.14.18SHEAR WALL ELEVATIONS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_0851SHEAR WALL "SW-1A" ELEVATION2SHEAR WALL "SW-1B" ELEVATION3SHEAR WALL "SW-2A" ELEVATION4SHEAR WALL "SW-2B" ELEVATION
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
LEVEL 1 - OFFICE
LOBBY
711'-0"
LEVEL 2 - P2
735'-9"
LEVEL 3 - P3
746'-9"
LEVEL 4 - P4
757'-9"
LEVEL 5 - P5
768'-1"
LEVEL 6 - P6
778'-1"
LEVEL 7 - P7
788'-1"
LEVEL 8 - P8
798'-1"
LEVEL 9 - O1
811'-3"
LEVEL 10 - O2
825'-6"
LEVEL 11 - O3
839'-9"
LEVEL 12 - O4
854'-0"
LEVEL 14 - O5
868'-3"
LEVEL 15 - O6
882'-6"
LEVEL 0.5 -
LOADING DOCK
707'-6"
B.8D.4
SEE 2/S5-06
MATCHLINE
LB4 (18 x 30)
LB4 (18 x 30)
LB4 (18 x 30)
LB4 (18 x 30)
LB4 (18 x 30)
LB4 (18 x 30)
LB4 (18 x 30)
LB4 (18 x 30)
LB4 (18 x 30)
LB4 (18 x 30)
LB4 (18 x 30)18" WALLf'c = 7,000 PSINOTE 6#9@12" VEF#9@12" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@12" VEF#7@12" VEF#8@12" VEF#8@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEFNOTE 6#9@12" VEF#9@12" VEF#8@12" VEF#8@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
12'-2"
BOUNDARY
ELEMENT
4'-0"
BOUNDARY
ELEMENT
NOTE 6NOTE 6#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
D.2
LB4 (18 x 30)
LB4 (18 x 30)
LEVEL 15 - O6
882'-6"
LEVEL 16 - O7
896'-9"
LEVEL 17 - INT
915'-1"
LEVEL 18 -
AMENITY - R1
923'-10"
LEVEL 19 - R2
935'-10"
LEVEL 20 - R3
946'-0"
LEVEL 21 - R4
956'-2"
LEVEL 22 - R5
966'-4"
LEVEL 23 - R6
976'-6"
LEVEL 24 - R7
986'-8"
LEVEL 25 - R8
996'-10"
LEVEL 26 - R9
1007'-0"
LEVEL 27 - R10
1017'-2"
LEVEL 28 - R11
1027'-4"
LEVEL 29 - R12
1037'-6"
LEVEL 30 - ROOF
1049'-6"
B.8D.4
SEE 1/S5-06
MATCHLINELB4 (18 x 30)
LB5 (18 x 72)
LB4 (18 x 20)
LEVEL 31 -
PENTHOUSE
1061'-9"18" WALLf'c = 5,000 PSIf'c = 7,000 PSILB6 (18 x 30)
LB6 (18 x 30)
LB6 (18 x 30)
LB6 (18 x 30)
LB6 (18 x 30)
LB6 (18 x 30)
LB6 (18 x 30)
LB6 (18 x 30)
LB6 (18 x 30)
LB6 (18 x 30)
LB6 (18 x 30)
LB7 (18 x 30)LB7 (18 x 30)
LB6 (18 x 30)
LB4 (18 x 20)#7@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#7@12" VEF#9@12" VEF#9@12" VEF#9@12" VEF#9@12" VEF#9@12" VEF#9@12" VEF#7@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#7@12" VEF#6@12" HEF
#6@12" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@12" HEF
#6@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
4'-0"
BOUNDARY
ELEMENT
12'-2"
BOUNDARY
ELEMENT
#6@12" HEF
#6@12" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@12" HEF
#6@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
D.2
LEVEL 1 - OFFICE
LOBBY
711'-0"
LEVEL 2 - P2
735'-9"
LEVEL 3 - P3
746'-9"
LEVEL 4 - P4
757'-9"
LEVEL 5 - P5
768'-1"
LEVEL 6 - P6
778'-1"
LEVEL 7 - P7
788'-1"
LEVEL 8 - P8
798'-1"
LEVEL 9 - O1
811'-3"
LEVEL 10 - O2
825'-6"
LEVEL 11 - O3
839'-9"
LEVEL 12 - O4
854'-0"
LEVEL 14 - O5
868'-3"
LEVEL 15 - O6
882'-6"
LEVEL 0.5 -
LOADING DOCK
707'-6"
4 5.7
SEE 4/S5-06
MATCHLINE
LB1 (18 x 30)
LB1 (18 x 30)
LB1 (18 x 30)
LB1 (18 x 30)
LB1 (18 x 30)
LB1 (18 x 30)
LB1 (18 x 30)
LB1 (18 x 30)
LB1 (18 x 30)
LB1 (18 x 30)
LB1 (18 x 30)
LB1 (18 x 30)18" WALLf'c = 7,000 PSIMATCHLINE
NOTE 6#9@12" VEF#9@12" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#9@6" VEF#9@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#7@12" VEF#7@12" VEF#8@12" VEF#8@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEFNOTE 6#9@12" VEF#9@12" VEF#8@12" VEF#8@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@6" VEF#7@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@12" VEF#7@12" VEFNOTE 6#9@12" VEF#9@12" VEF#8@12" VEF#8@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#7@12" VEF#6@12" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
7'-0"
BOUNDARY
ELEMENT
4'-0"
BOUNDARY
ELEMENT
4'-0"
BOUNDARY
ELEMENT
NOTE 6NOTE 6NOTE 6LB1 (18 x 30)
LB10 (18 x 30)
LB10 (18 x 30)
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
LEVEL 15 - O6
882'-6"
LEVEL 16 - O7
896'-9"
LEVEL 17 - INT
915'-1"
LEVEL 18 -
AMENITY - R1
923'-10"
LEVEL 19 - R2
935'-10"
LEVEL 20 - R3
946'-0"
LEVEL 21 - R4
956'-2"
LEVEL 22 - R5
966'-4"
LEVEL 23 - R6
976'-6"
LEVEL 24 - R7
986'-8"
LEVEL 25 - R8
996'-10"
LEVEL 26 - R9
1007'-0"
LEVEL 27 - R10
1017'-2"
LEVEL 28 - R11
1027'-4"
LEVEL 29 - R12
1037'-6"
LEVEL 30 - ROOF
1049'-6"
4 5.7
SEE 3/S5-06
MATCHLINE
LB2 (18 x 72)
LB1 (18 x 30)
LEVEL 31 -
PENTHOUSE
1061'-9"18" WALLf'c = 5,000 PSIf'c = 7,000 PSILB9 (18 x 20)
MATCHLINE
#7@6" VEF#9@6" VEF#7@12" VEF#7@12" VEF#7@6" VEF#9@12" VEF#9@12" VEF#9@12" VEF#9@12" VEF#7@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#9@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#9@12" VEF#9@12" VEF#9@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@12" VEF#9@12" VEF#9@12" VEF#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#6@12" HEF
#6@12" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@12" HEF#6@12" HEF
#6@6" HEF
#6@6" HEF
4'-0"
BOUNDARY
ELEMENT
7'-0"
BOUNDARY
ELEMENT
4'-0"
BOUNDARY
ELEMENT
LB10 (18 x 30)
#6@12" HEF
#6@12" HEF
#6@6" HEF
#6@6" HEF
SHEET NOTES:
1.
2.
SEE S0 SERIES FOR STRUCTURAL NOTES.
SEE S5-01 FOR TYPICAL SHEAR WALL DETAILS.
3.
4.
SEE DETAIL 4/S5-01 FOR TIE REINFORCEMENT
AT BOUNDARY ELEMENTS (HATCHED AREA).
SEE DETAIL 4/S5-01 FOR VERTICAL STEEL
REQUIREMENTS IN BOUNDARY ELEMENTS
(HATCHED AREA).
5.
6.
J-TIES REQUIRED IN SHEAR WALL BETWEEN
BOUNDARY ELEMENTS WITHIN HATCHED AREA.
DOWELS TO MATCH VERTICAL SHEAR WALL
REINFORCEMENT.LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:16:05 PMS5−06
08.14.18SHEAR WALL ELEVATIONS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_0851SHEAR WALL "SW-3A" ELEVATION2SHEAR WALL "SW-3B" ELEVATION3SHEAR WALL "SW-4A" ELEVATION4SHEAR WALL "SW-4B" ELEVATION
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
LEVEL 1 - OFFICE
LOBBY
711'-0"
LEVEL 2 - P2
735'-9"
LEVEL 3 - P3
746'-9"
LEVEL 4 - P4
757'-9"
LEVEL 5 - P5
768'-1"
LEVEL 6 - P6
778'-1"
LEVEL 7 - P7
788'-1"
LEVEL 8 - P8
798'-1"
LEVEL 9 - O1
811'-3"
LEVEL 10 - O2
825'-6"
LEVEL 11 - O3
839'-9"
LEVEL 12 - O4
854'-0"
LEVEL 14 - O5
868'-3"
LEVEL 15 - O6
882'-6"
LEVEL 0.5 -
LOADING DOCK
707'-6"
5 5.7
SEE 2/S5-07
MATCHLINE
18" WALLf'c = 7,000 PSILB3 (18 x 30)#10@6" VEF#10@6" VEF#6@6" HEF
#6@6" HEF
NOTE 6#10@6" VEF#4@6" HEF#10@6" VEF#10@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
NOTE 6#6@6" HEF
LEVEL 15 - O6
882'-6"
LEVEL 16 - O7
896'-9"
LEVEL 17 - INT
915'-1"
LEVEL 18 -
AMENITY - R1
923'-10"
LEVEL 19 - R2
935'-10"
LEVEL 20 - R3
946'-0"
LEVEL 21 - R4
956'-2"
LEVEL 22 - R5
966'-4"
LEVEL 23 - R6
976'-6"
LEVEL 24 - R7
986'-8"
LEVEL 25 - R8
996'-10"
LEVEL 26 - R9
1007'-0"
LEVEL 27 - R10
1017'-2"
LEVEL 28 - R11
1027'-4"
LEVEL 29 - R12
1037'-6"
LEVEL 30 - ROOF
1049'-6"
5 5.7
SEE 1/S5-07
MATCHLINE
LEVEL 31 -
PENTHOUSE
1061'-9"18" WALLf'c = 5,000 PSIf'c = 7,000 PSI#7@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#9@12" VEF#7@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#9@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#9@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#6@12" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@12" HEF
#6@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
#5@12" HEF
4'-0"
BOUNDARY
ELEMENT
4'-0"
BOUNDARY
ELEMENT
#5@12" HEF
#5@12" HEF#5@12" HEF
LEVEL 1 - OFFICE
LOBBY
711'-0"
LEVEL 2 - P2
735'-9"
LEVEL 3 - P3
746'-9"
LEVEL 4 - P4
757'-9"
LEVEL 5 - P5
768'-1"
LEVEL 6 - P6
778'-1"
LEVEL 7 - P7
788'-1"
LEVEL 8 - P8
798'-1"
LEVEL 9 - O1
811'-3"
LEVEL 10 - O2
825'-6"
LEVEL 11 - O3
839'-9"
LEVEL 12 - O4
854'-0"
LEVEL 14 - O5
868'-3"
LEVEL 15 - O6
882'-6"
LEVEL 0.5 -
LOADING DOCK
707'-6"
5 5.7
SEE 4/S5-07
MATCHLINE
LB1 (18 x 30)
LB1 (18 x 30)
LB1 (18 x 30)
LB1 (18 x 30)
LB1 (18 x 30)
LB1 (18 x 30)
LB1 (18 x 30)
LB1 (18 x 30)
LB1 (18 x 30)
LB1 (18 x 30)
LB1 (18 x 30)18" WALLf'c = 7,000 PSILB1 (18 x 30)#10@6" VEF#6@6" HEF
NOTE 6#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#9@6" VEF#5@12" VEF#7@12" VEF#9@6" VEFNOTE 6#9@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#8@12" VEF#8@12" VEF#7@12" VEF#7@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#10@6" VEFNOTE 6#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#10@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#7@6" VEF#5@12" VEF#5@12" VEF#9@6" VEFNOTE 6#9@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#8@12" VEF#8@12" VEF#7@12" VEF#7@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#5@12" VEF#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
4'-0"
BOUNDARY
ELEMENT
4'-0"
BOUNDARY
ELEMENT
#6@6" HEF
#6@6" HEF
#6@6" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
#6@12" HEF
LEVEL 15 - O6
882'-6"
LEVEL 16 - O7
896'-9"
LEVEL 17 - INT
915'-1"
LEVEL 18 -
AMENITY - R1
923'-10"
LEVEL 19 - R2
935'-10"
5 5.7
SEE 3/S5-07
MATCHLINELB1 (18 x 30)
LB2 (18 x 72)
LB1 (18 x 30)18" WALLf'c = 5,000 PSIf'c = 7,000 PSI#7@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#9@6" VEF#7@12" VEF#9@12" VEF#9@12" VEF#9@12" VEF#5@12" VEF#9@12" VEF#9@12" VEF#6@12" HEF
#6@6" HEF
#6@6" HEF
#6@12" HEF
#6@6" HEF
#6@6" HEF
#6@6" HEF
4'-0"
BOUNDARY
ELEMENT
4'-0"
BOUNDARY
ELEMENT
#6@12" HEF
#6@6" HEF
#6@6" HEF
SHEET NOTES:
1.
2.
SEE S0 SERIES FOR STRUCTURAL NOTES.
SEE S5-01 FOR TYPICAL SHEAR WALL DETAILS.
3.
4.
SEE DETAIL 4/S5-01 FOR TIE REINFORCEMENT
AT BOUNDARY ELEMENTS (HATCHED AREA).
SEE DETAIL 4/S5-01 FOR VERTICAL STEEL
REQUIREMENTS IN BOUNDARY ELEMENTS
(HATCHED AREA).
5.
6.
J-TIES REQUIRED IN SHEAR WALL BETWEEN
BOUNDARY ELEMENTS WITHIN HATCHED AREA.
DOWELS TO MATCH VERTICAL SHEAR WALL
REINFORCEMENT.LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:16:11 PMS5−07
08.14.18SHEAR WALL ELEVATIONS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_0851SHEAR WALL "SW-5A" ELEVATION2SHEAR WALL "SW-5B" ELEVATION3SHEAR WALL "SW-6A" ELEVATION4SHEAR WALL "SW-6B" ELEVATION
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
BEAM SCHEDULE ABBREVIATION LIST
DESCRIPTIONTYPE
LE
I
RE
S
LC
RC
SL
SM
SR
SC
LEFT END - START BEAM
INTERIOR BEAM
RIGHT END - END BEAM
SINGLE SPAN BEAM
LEFT CANTILEVER AND NEXT SPAN
RIGHT CANTILEVER AND BACK SPAN
STIRRUPS - LEFT
STIRRUPS - MIDDLE
STIRRUPS - RIGHT
STIRRUPS - CANTILEVER
SCHEDULE NOTES:
1. CLASS "B" LAP SPLICE - SEE STRUCTURAL NOTES.
2. WHICHEVER IS THE GREATER OF THE TWO VALUES.
3. PROVIDE ACI STANDARD 90° & 135° HOOKS AS DEPICTED.
4. FACE BARS NOT SHOWN IN ELEVATION FOR CLARITY. FACE BARS TO BE
CONTINUOUS - PROVIDE CLASS "B" LAP SPLICES.
5. CONTRACTOR HAS THE OPTION OF DETAILING ONE LONG BAR WHERE BARS THE
SAME SIZE AND SAME NUMBER ARE LAPPED WITH A CLASS "B" LAP SPLICE.
6. SUPPORT BARS NOT SHOWN. PROVIDE AS REQUIRED.
7.REINFORCING SCHEDULED WITH AN "L" OR "R" INDICATES REINFORCING PLACED AT
LEFT OR RIGHT ENDS OF SPAN RESPECTIVELY.
8. BARS AT INTERIOR SUPPORTS ARE SCHEDULED WITH THE SPAN TO THE LEFT OF
THE SUPPORT.
BEAM TOP AND
BOTTOM STEEL
SLAB REINFORCING NOT SHOWN FOR CLARITY
* COORDINATE REINFORCING CLEARANCES
WITH STRUCTURAL NOTES (TYP.)
GIRDER TOP AND
BOTTOM STEEL
GIRDER STIRRUP -
SEE SCHEDULE FOR
STIRRUP TYPE
BEAM STIRRUP*END SUPPORT END SUPPORT
SPLICE
0.5 "L"
"L" CLEARSPAN
6" MIN.
2" "SL"
STIRRUPS - SEE SCHEDULE
"SM""SR"
2"
6" MIN.
0.125 "L"0.125 " L"
B2 B3
T2
0.25 "L"
TYP.
NOTE 1
0.25 "L"
NOTE 1
4'-0" MINIMUM (TYPICAL)
DEVELOPMENT LENGTH OR
TYP.
NOTE 1
CLR.
2"
B1
STIRRUPS
(TYPICAL)
B1
T1 T5 T1 T3 T6T3T6
SINGLE SPAN
TYPE 1A STIRRUP
(INTERIOR BEAM)
"W""D"SEE NOTE 3
TYPE 1B STIRRUP
(INTERIOR BEAM)
"W""D"TYPE 1C STIRRUP
(SPANDREL BEAM)
"W""D"TYPE 1D STIRRUP
(BEAM WITHOUT SLAB)
"W""D"TYPE 1E STIRRUP
(INTERIOR BEAM)
"W""D"MAX.
1'-0"
BEAM TOP BARS KEEP MIN. TWO
BARS IN STIRRUP CORNERS, ADD
EXTRA IN SLAB AT SIDE.
TYPE 2A STIRRUP
(INTERIOR BEAM)
"W""D"SEE NOTE 3
0" TYPE 2B STIRRUP
(INTERIOR BEAM)
"W""D"0" TYPE 2C STIRRUP
(SPANDREL BEAM)
"W""D"0" TYPE 2D STIRRUP
(BEAM WITHOUT SLAB)
"W""D"0" "SL" "SM" "SR""SL" "SM" "SR""SC"
LEFT CANTILEVER (LC)RIGHT END (RE)
STIRRUPS AT OPPOSITE HAND
MAX.
1'-0"
END SUPPORT INTERIOR SUPPORT INTERIOR SUPPORT END SUPPORT
SPLICE
0.5 "L"
SPLICE
0.5 "L1"
SPLICE
0.5 "L2"
"L" CLEARSPAN "L1" CLEARSPAN "L2" CLEARSPAN "L3" CANTILEVER
END SPAN
LEFT END (LE) SHOWN,
RIGHT END (RE) OPPOSITE HAND
INTERIOR SPAN (I)CANTILEVER SPAN
RIGHT CANTILEVER (RC) SHOWN,
LEFT CANTILEVER (LC) OPPOSITE HAND
CLR.
2"
0.25 "L"
SEE NOTE 2
0.33 "L" OR 0.33 "L1"
SEE NOTE 2
0.33 "L" OR 0.33 "L1"
6" MIN.
2" "SL"
STIRRUPS - SEE SCHEDULE
"SM""SR"
2"
6" MIN.
0.3 "L"
SPLICE
0.125 "L"
TYP.
NOTE 1
NOTE 1 NOTE 1
SPLICE
6" MIN.
2" "SL"
STIRRUPS - SEE SCHEDULE
"SM""SR"
2"
6" MIN.
B7
SEE NOTE 3
TYPICAL
B2 B3
TYP.
NOTE 1
SEE NOTE 2
0.33 "L1" OR 0.33 "L2"
SEE NOTE 2
0.33 "L1" OR 0.33 "L2"
TYP.
NOTE 1
TYP.
NOTE 1
SEE NOTE 2
0.33 "L2" OR 1.0 "L3"
NOTE 1
CLR.
2"
0.3 "L1"
0.125 "L1"0.125 " L1"
SPLICE
0.125 "L2"0.125 " L2"
NOTE 1
0.3 "L2"
6" MIN.
2" "SL"
STIRRUPS - SEE SCHEDULE
"SM""SR"
2"
6" MIN.
NOTE 1NOTE 1
6" MIN.
2"
STIRRUPS - SEE SCHEDULE
"SC"
B8B1 B9 B2 B3B4 B8 B2 B3B4 B5 B6 B10
T1 T5 T2 T6 T3 T2 T3 T6 T2 T4 T7
STIRRUPS
(TYPICAL)
CONTINUOUS SPAN LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:16:15 PMS6−01
08.14.18CONCRETE BEAM DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
2 TYPICAL REINFORCEMENT LAYERING DIAGRAM
4 TYPICAL STIRRUP DETAILS
1 CONCRETE BEAM ELEVATIONS
3 NOT USED
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
DD/3D/3D/3SUPPORT SUPPORT SUPPORT
1'-0"LAP SPLICE
CLASS "B"
< 1.0 "L3"
X < 0.25 "L"
< 0.33 "L1" OR "L2"
"T2"
"T1", "T3", OR "T4"
LAP SPLICE
CLASS "B"1'-0""B2"
"B2" OR
"B5"
"B2" OR "B6"
SUPPORT SUPPORT SUPPORT
1'-0"≥ 1.0 "L3"
X ≥ 0.25 "L"
≥ 0.33 "L1" OR "L2"
"T2"
"T1", "T3", OR "T4"1'-0""B8", "B9", OR
"B10""B8", "B9", OR "B10"
LAP SPLICE
CLASS "B"
LAP SPLICE
CLASS "B"
SUPPORT SUPPORT
1'-0""T6" OR "T7"
"T5", "T6", OR "T7"
LAP SPLICE
CLASS "B"BEAM WIDTHSCHEDULEDFACE OF
COLUMN
SEE SCHEDULE
TYP. SPACING -REINF. PER
SCHEDULE
4" MIN.6" MIN.ADDL STIRRUPS TO
MATCH BEAM
STIRRUPS
EACH SIDE OF SLEEVE
EDGE OF
BEAM
SLEEVE
NOTES:
1. MAINTAIN CONCRETE COVER REQUIREMENTS AT SLEEVES
2. PLACE VERTICAL BEAM PENETRATIONS ONLY AT LOCATIONS SHOWN ON STRUCTURAL DWGS. ALL OTHER
VERTICAL PENETRATIONS MUST BE VERIFIED WITH STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION
PLAN VIEW
ADDL 4#7x5'-0"6" MIN.2 ADDL STIRRUPS @ 2"
EACH SIDE OF
OPENING
NOTE:
OPENINGS SHALL BE PLACED IN MIDDLE 1/3 SPAN OR CONSULT W/ ENGINEER6" MIN.T/SLAB
B/SLAB
B/BEAM
8" DIA. OPENING
(MAX.)
FACE BAR CRITERIA
CONCRETE COVER Cc
(IN.)
MAX. BAR SPACING (IN.)
0 ≤ Cc ≤ 1 3/16 12
1 3/16 ≤ Cc ≤ 2 10
2 ≤ Cc ≤ 2 1/2
2 1/2 ≤ Cc ≤ 2 3/4
9
2 3/4 ≤ Cc ≤ 3 1/2
8
3 1/2 ≤ Cc ≤ 4 1/2
6
4 1/2 ≤ Cc ≤ 4 13/16
4
3
NOTES:
1. PROVIDE FACE BARS BY CRITERIA SHOWN FOR ALL BEAMS AND GIRDERS DEEPER THAN 36" UNLESS
GIVEN OTHERWISE IN SCHEDULES OR DETAILS.
2. LAP FACE BARS WITH CLASS B LAP AT SPLICES.
3. SPACE FACE BARS EVENLY EACH FACE BETWEEN TOP AND BOTTOM REINFORCEMENT.
4. PROVIDE #5 BARS IF SIZE OF BAR IS NOT SPECIFIED.
T/ BEAM OR GIRDER
OR BEAM DEPTH "D"SCHEDULED GIRDEREQEQEQEQBEAM WIDTH "W"
SCHEDULED GIRDER OR
SCHEDULED OR DETAILED
TOP REINFORCEMENT
FACE BARS SEE
CRITERIA ABOVE
SCHEDULED OR DETAILED
BOTTOM REINFORCEMENT
FACE OF
BEAM
FACE BAR
Cc
SCHEDULED OR
DETAILED STIRRUPS
STIRRUP
"a"
PER SCHEDULE
BEAM WIDTH
BEAM1#5 CONT. ADDITIONAL T&B
WHEN "a" EXCEEDS 3"
2#5 CONT. ADDITIONAL T&B
WHEN "a" EXCEEDS 12"
#3 U-BAR SPACED TO
MATCH
BEAM STIRRUPS WHEN "a"
EXCEEDS 3"
FACE BARS TO MATCH
SCHEDULED FACE BARS
WHEN "a" EXCEEDS 3".
WIDEN AT OPENINGS OR
EDGE OF SLAB VARIATIONS
3"
2" 2"
3"
CONSTRUCTION JOINT
NOTES:
1. ADDITIONAL STIRRUPS TO MATCH SCHEDULED BEAM STIRRUPS EA SIDE OF JOINT.
2. TOP & BOTTOM REINFORCING PER BEAM SCEDULE, CONTINUOUS THRU JOINT.
3. ADD #5X4'-0" FACE BARS EQUALLY SPACED ALONG EA. FACE OF BEAM. USE:
2#5 FOR D < 24"
3#5 FOR 24" < D < 36"
4#5 FOR 36" < D < 48" VERIFY WITH E.O.R.
FOR BEAMS > 48" VERIFY WITH E.O.R.
4. SHEAR KEY WITH HEIGHT OF D/3 AND WIDTH OF W/2. CHAMFER EDGES AS REQ'D TO FACILITATE
REMOVAL OF FORMING MATERIAL.
5. ROUGHEN SURFACE OUTSIDE OF SHEAR KEY OR PROVIDE EXPANDED METAL LATH EMBEDDED AT BULKHEAD.
6. CONSTRUCTION JOINT LOCATION. SEE STRUCTURAL SPECIFICATIONS FOR SUBMITTAL REQUIREMENTS.
SEE STRUCTURAL NOTES FOR RULES REGARDING LOCATIONS.
NOTE 2
NOTE 1
NOTE 4
NOTE 5 NOTE 3
3"
NOTE 6
BEAM BEAM
2'-0" MAX.
SEE PLAN
GIRDER - SEE PLAN
BEAM - SEE PLAN
BEAM - SEE PLAN
2 STIRRUPS MIN.
SCHED. STIRRUPS @ 4"
BEYOND BM. EXTENTS LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:16:19 PMS6−02
08.14.18CONCRETE BEAM DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_0851TYPICAL CONCRETE BEAM STEP DETAILS
2 TYP. VERTICAL BEAM PENETRATION DETAIL
3 TYPICAL HORIZONTAL BEAM PENETRATION
6 TYPICAL CONCRETE GIRDER AND BEAM FACE
BARS CRITERIA
4 TYPICAL BEAM WIDENING DETAIL
5 NOT USED
8 TYPICAL CONSTRUCTION JOINT DETAIL
9 TYPICAL ADDITIONAL STIRRUPS
AT BEAM OFFSET
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
7 NOT USED 08/14/18
LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:16:26 PMS6−05
08.14.18CONCRETE BEAM SCHEDULE401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
CONCRETE BEAM SCHEDULE
BEAM
MARK "W" "D1" "D2"
BEAM
TYPE
TOP BARS BOTTOM BARS FACE
BARS
(EA
FACE)
BEAM
MARK
STIRRUPS
BEAM REMARKS"T1" "T2" "T3" "T4" "T5" "T6" "T7" "B1" "B2" "B3" "B4" "B5" "B6" "B7" "B8" "B9" "B10" SIZE TYPE
(SPACING SHOWN IN
INCHES)
"SL" "SM" "SR" "SC"
CB001 12" 23" 0" S - - - - 2#5 - - - 2#5 - - - - - - - - - CB001 #3 1C 9 9 9 -EXTEND B2 BARS TO HOOK AT SUPPORTS
CB002 12" 23" 0" LC - - - - 2#7 - 2#7 2#5 2#5 - - 2#5 - - - - - - CB002 #3 1C 9 9 9 4 -
CB003 12" 23" 0" S - - - - 3#7 - - 2#5 3#7 - - - - - - - - - CB003 #3 1C 9 9 9 --
CB004 8" 23" 0" S - 2#5 - - - - - - 2#5 - - - - - - - - - CB004 #3 1C 9 9 9 -EXTEND T2 & B2 BARS TO HOOK AT SUPPORTS
CB005 30" 23" 0" LC - - - - 4#7 - 4#9 4#5 4#7 - - 4#5 - - - - - - CB005 #4 2C 9 9 9 4 -
CB006 18" 23" 0" S - - - - 3#7 - - 2#5 3#7 - - - - - - - - - CB006 #3 1C 9 9 9 --
CB007 18" 23" 0" S - - - - 3#7 - - 2#5 3#7 - - - - - - - - - CB007 #3 1C 9 9 9 --
CB009 12" 23" 0" LC - - - 2#7 - - - - - - - 2#5 - - - - - - CB009 #3 1C - - - 4 STUB CANTILEVER; EXTEND T4 & B5 BARS TO HOOK AT RIGHT SUPPORT
CB010 12" 23" 0" LE - - - - 3#5 3#5 - 2#5 3#5 - 3#5 - - - - - - - CB010 #3 1C 9 9 9 - HOOK (1)-T6 BAR AND (1)-B4 BAR AT STEP IN BEAM WIDTH AT RIGHT SUPPORT
CB011 8" 23" 0" RE - - - - 2#5 - - 2#5 2#5 - - - - - - - - #3@4" CB011 #3 1C 4 4 4 --
CB012 24" 23" 0" RC - - - - 4#7 - 4#7 2#5 4#7 - - - - - - - - - CB012 #3 1C 9 9 9 4 EXTEND B4 BARS TO END OF CANTILEVER
CB013 18" 23" 0" S - - - - 4#7 - - 2#5 4#7 - - - - - - - - - CB013 #3 1C 9 9 9 --
CB014 18" 23" 0" LE 3#7 - - - - - - - - - - - - - - - - #3@4" CB014 #3 1C 4 4 4 - EXTEND T1 BARS TO LAP WITH T2 BARS IN ADJACENT SPAN
CB015 18" 23" 0" RE 3#7 2#5 - - - - - - - - - - - - - - - - CB015 #3 1C 9 9 9 --
CB016 12" 23" 0" LE 2#7 2#5 2#7 - - - - 2#5 2#7 - 2#5 - - - - - - - CB016 #3 1C 9 9 9 -EXTEND T3 BARS TO HOOK AT FAR RIGHT SUPPORT
CB017 12" 23" 0" RE - - - - - - - 2#5 2#5 - - - - - - - - - CB017 #3 1C 9 9 9 --
CB018 30" 23" 0" LC - - - - - - 7#9 - - - - 4#5 - - - - - - CB018 #4 2C - - - 4 EXTEND T7 & B5 BARS TO HOOK AT SUPPORT
CB019 24" 23" 0" LE 3#7 2#5 3#7 - - - - 2#5 3#7 - 2#5 - - - - - - - CB019 #3 1C 9 9 9 --
CB020 24" 23" 0" I - 2#5 3#7 - - - - - 3#7 - 2#5 - - - - - - - CB020 #3 1C 9 9 9 --
CB021 24" 23" 0" RE 3#7 2#5 - - - - - 2#5 3#7 - - - - - - - - - CB021 #3 1C 9 9 9 --
CB022 18" 23" 0" S - - - - 4#7 - - 2#5 4#7 - - - - - - - - - CB022 #3 1C 9 9 9 --
CB023 24" 23" 0" S - - - - 5#9 - - 2#5 5#9 - - - - - - - - - CB023 #3 1C 6 6 6 --
CB024 18" 23" 0" S 4#7 2#5 - - - - - 2#5 4#7 - - - - - - - - - CB024 #3 1C 9 9 9 --
CB025 18" 30" 0" S 3#7 2#5 - - - - - 2#5 3#9 - - - - - - - - - CB025 #3 1C 9 9 9 --
CB026 18" 53" 0" S 4#7 2#5 - - - - - 2#5 4#9 - - - - - - - - - CB026 #3 1C 9 9 9 --
CB027 30" 23" 0" LE - - - - 5#9 5#9 - - - - - - - 5#7 5#7 - - - CB027 #3 2C 9 9 9 --
CB028 30" 23" 0" I - - - - - 5#9 - - - - - - - - - 5#7 - - CB028 #3 2C 9 9 9 --
CB029 30" 23" 0" I - - - - - 5#9 - - - - - - - - - 5#7 - - CB029 #3 2C 9 9 9 --
CB030 30" 23" 0" RE - - - - 5#9 - - - - - - - - 5#7 - - - - CB030 #3 2D 9 9 9 --
CB031 30" 23" 0" LC - - - - - - 5#9 - - - - - - - - - 5#7 - CB031 #3 2C - - - 4 -
CB032 30" 23" 0" S - - - - - 5#9 - - 5#7 - - - - - - - - - CB032 #3 2C 9 9 9 - EXTEND B2 BARS A DEVELOPMENT LENGTH INTO SUPPORTS
CB033 18" 35" 0" S 3#7 2#5 - - - - - 2#5 3#7 - - - - - - - - #3@4" CB033 #3 1C 4 4 4 --
CB034 30" 35" 0" LC - - - - 4#7 - 5#9 4#5 4#7 - - 4#5 - - - - - - CB034 #4 2C 9 9 9 4 -
CB035 18" 23" 0" S 3#7 2#5 - - - - - 2#5 3#7 - - - - - - - - - CB035 #3 1C 9 9 9 --
CB036 30" 23" 0" LE - - - - 5#9 6#9 - - - - - - - 5#7 5#7 - - - CB036 #3 2C 9 9 9 --
CB037 30" 23" 0" I - - - - - 6#9 - - - - - - - - - 5#7 - - CB037 #3 2C 9 9 9 --
CB038 30" 23" 0" I - - - - - 6#9 - - - - - - - - - 5#7 - - CB038 #3 2C 9 9 9 --
CB039 30" 23" 0" RE - - - - 5#9 - - - - - - - - 5#7 - - - - CB039 #3 2C 9 9 9 --
CB040 30" 23" 0" LC - - - - - - 5#9 - - - - - - - - - 5#7 - CB040 #3 2C - - - 4 -
CB041 30" 23" 0" S - - - - - 6#9 - - 5#7 - - - - - - - - - CB041 #3 2C 9 9 9 - EXTEND B2 BARS A DEVELOPMENT LENGTH INTO SUPPORTS
CB042 18" 20" 0" S - - - - 3#7 - - - 3#7 - - - - - - - - - CB042 #3 1C 6 6 6 -EXTEND B2 BARS TO HOOK AT SUPPORTS
CB043 12" 20" 0" LC - - - - 2#7 - 2#7 2#5 2#5 - - 2#5 - - - - - - CB043 #3 1C 6 6 6 4 -
CB044 12" 20" 0" S - - - - 3#7 - - 2#5 3#7 - - - - - - - - - CB044 #3 1C 6 6 6 --
CB045 8" 20" 0" S - 2#5 - - - - - - 2#5 - - - - - - - - - CB045 #3 1C 6 6 6 -EXTEND T2 & B2 BARS TO HOOK AT SUPPORTS
CB046 6" 23" 0" S - 2#5 - - - - - - 2#5 - - - - - - - - - CB046 #3 1C 9 9 9 -EXTEND T2 & B2 BARS TO HOOK AT SUPPORTS
CB047 12" 23" 0" LE 2#7 2#5 2#7 - - - - 2#5 2#7 - 2#5 - - - - - - - CB047 #3 1C 9 9 9 --
CB048 12" 23" 0" RE 2#7 2#5 - - - - - 2#5 2#7 - - - - - - - - - CB048 #3 1C 9 9 9 --
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
END SUPPORT INTERIOR SUPPORT INTERIOR SUPPORT END SUPPORT
SPLICE
0.5 "L"
SPLICE
0.5 "L1"
SPLICE
0.5 "L2"
"L" CLEARSPAN "L1" CLEARSPAN "L2" CLEARSPAN "L3" CANTILEVER
END SPAN
LEFT END (LE) SHOWN,
RIGHT END (RE) OPPOSITE HAND
INTERIOR SPAN (I)CANTILEVER SPAN
RIGHT CANTILEVER (RC) SHOWN,
LEFT CANTILEVER (LC) OPPOSITE HAND
CLR.
2"
0.2 "L"
SEE NOTE 2
0.2 "L" OR 0.2 "L1"
SEE NOTE 2
0.2 "L" OR 0.2 "L1"
6" MIN.
2" "SL"
STIRRUPS - SEE SCHEDULE
"SM""SR"
2"
6" MIN.
0.3 "L"
SPLICE
0.2 "L"
TYP.
NOTE 1
NOTE 1 NOTE 1
SPLICE
6" MIN.
2" "SL"
STIRRUPS - SEE SCHEDULE
"SM""SR"
2"
6" MIN.
B7
SEE NOTE 3
TYPICAL
B2 B3
TYP.
NOTE 1
SEE NOTE 2
0.2 "L1" OR 0.2 "L2"
SEE NOTE 2
0.2 "L1" OR 0.2 "L2"
TYP.
NOTE 1
TYP.
NOTE 1
SEE NOTE 2
0.2 "L2" OR 1.0 "L3"
NOTE 1
CLR.
2"
0.3 "L1"
0.2 "L1"0.2 " L1"
SPLICE
0.2 "L2"0.2 " L2"
NOTE 1
0.3 "L2"
6" MIN.
2" "SL"
STIRRUPS - SEE SCHEDULE
"SM""SR"
2"
6" MIN.
NOTE 1NOTE 1
6" MIN.
2"
STIRRUPS - SEE SCHEDULE
"SC"
B8B1 B9 B2 B3B4 B8 B2 B3B4 B5 B6 B10
T1 T5 T2 T6 T3 T2 T3 T6 T2 T4 T7
STIRRUPS
(TYPICAL)
"ℓ""ℓ1""ℓ2""ℓ3" CANTILEVER
EQ EQ EQ EQ EQ EQ"b""a""b""b""e""d"POINT
0.1 "ℓ"
INFLECTION
POINT
0.1 "ℓ1"
INFLECTION
POINT
0.1 "ℓ"
INFLECTION
POINT
0.1 "ℓ2"
INFLECTION
POINT
0.1 "ℓ1"
INFLECTION
POINT
0.1 "ℓ2"
INFLECTION
POINT
0.1 "ℓ3"
INFLECTION
"c""c"CONTINUOUS SPAN
END SUPPORT END SUPPORT
SPLICE
0.5 "L"
"L" CLEARSPAN
6" MIN.
2" "SL"
STIRRUPS - SEE SCHEDULE
"SM""SR"
2"
6" MIN.
0.2 "L"0.2 " L"
B2 B3
T2
0.2 "L"
TYP.
NOTE 1
0.2 "L"
NOTE 1
4'-0" MINIMUM (TYPICAL)
DEVELOPMENT LENGTH OR
TYP.
NOTE 1
CLR.
2"
B1STIRRUPS
(TYPICAL)
B1
T1 T1 T3 T6T3T6
"ℓ""a""c""b"POINT
0.1 "ℓ"
INFLECTION
POINT
0.1 "ℓ"
INFLECTION
T5
SINGLE SPAN
TYPE 1A STIRRUP
(INTERIOR BEAM)
"W""D"SEE NOTE 3
TYPE 1B STIRRUP
(INTERIOR BEAM)
"W""D"TYPE 1C STIRRUP
(SPANDREL BEAM)
"W""D"TYPE 1D STIRRUP
(BEAM WITHOUT SLAB)
"W""D"TYPE 1E STIRRUP
(INTERIOR BEAM)
"W""D"BEAM TOP BARS KEEP MIN. TWO
BARS IN STIRRUP CORNERS, ADD
EXTRA IN SLAB AT SIDE.
TYPE 2A STIRRUP
(INTERIOR BEAM)
"W""D"SEE NOTE 3
0" TYPE 2B STIRRUP
(INTERIOR BEAM)
"W""D"0" TYPE 2C STIRRUP
SPANDREL BEAM)
"W""D"0" TYPE 2D STIRRUP
(BEAM WITHOUT SLAB)
"W""D"0" "SL" "SM" "SR""SL" "SM" "SR""SC"
LEFT CANTILEVER (LC)RIGHT END (RE)
STIRRUPS AT OPPOSITE HAND
MAX.
1'-0"
MAX.
1'-0"
TYPE 3A STIRRUP
(INTERIOR BEAM)
"W""D"SEE NOTE 3
0" TYP.TYPE 3B STIRRUP
(INTERIOR BEAM)
"W""D"0" TYP.TYPE 3C STIRRUP
SPANDREL BEAM)
"W""D"0" TYP.TYPE 3D STIRRUP
(BEAM WITHOUT SLAB)
"W""D"0" TYP.SLAB REINFORCING NOT SHOWN FOR CLARITY.
POST-TENSIONING NOT SHOWN FOR CLARITY.
* COORDINATE REINFORCING CLEARANCES
WITH STRUCTURAL NOTES (TYP.)
BEAM TOP AND
BOTTOM STEEL
GIRDER TOP AND
BOTTOM STEEL
GIRDER STIRRUP -
SEE SCHEDULE FOR
STIRRUP TYPE
BEAM STIRRUP*SCHEDULE NOTES:
1. CLASS "B" LAP SPLICE - SEE STRUCTURAL NOTES.
2. WHICHEVER IS THE GREATER OF THE TWO VALUES.
3. PROVIDE ACI STANDARD 90° & 135° HOOKS AS DEPICTED.
4. FACE BARS NOT SHOWN IN ELEVATION FOR CLARITY. FACE BARS TO BE
CONTINUOUS - PROVIDE CLASS "B" LAP SPLICES.
5. CONTRACTOR HAS THE OPTION OF DETAILING ONE LONG BAR WHERE BARS THE
SAME SIZE AND SAME NUMBER ARE LAPPED WITH A CLASS "B" LAP SPLICE.
6. SUPPORT BARS NOT SHOWN. PROVIDE AS REQUIRED.
7.REINFORCING SCHEDULED WITH AN "L" OR "R" INDICATES REINFORCING PLACED AT
LEFT OR RIGHT ENDS OF SPAN RESPECTIVELY.
8. BARS AT INTERIOR SUPPORTS ARE SCHEDULED WITH THE SPAN TO THE LEFT OF
THE SUPPORT.
BEAM SCHEDULE ABBREVIATION LIST
DESCRIPTIONTYPE
LE
I
RE
S
LC
RC
SL
SM
SR
SC
LEFT END - START BEAM
INTERIOR BEAM
RIGHT END - END BEAM
SINGLE SPAN BEAM
LEFT CANTILEVER AND NEXT SPAN
RIGHT CANTILEVER AND BACK SPAN
STIRRUPS - LEFT
STIRRUPS - MIDDLE
STIRRUPS - RIGHT
STIRRUPS - CANTILEVER LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:16:30 PMS7−01
08.14.18P.T. BEAM DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
1 POST-TENSIONED BEAM ELEVATIONS
4 TYPICAL STIRRUP DETAILS
2 TYPICAL REINFORCEMENT LAYERING DIAGRAM3NOT USED
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
DSUPPORT SUPPORT SUPPORT
1'-0"LAP SPLICE
CLASS "B"
< 1.0 "L3"
X < 0.25 "L"
< 0.33 "L1" OR "L2"
"T2"
"T1", "T3", OR "T4"
LAP SPLICE
CLASS "B"1'-0""B2"
"B2" OR
"B5"
"B2" OR "B6"
SUPPORT SUPPORT SUPPORT
1'-0"≥ 1.0 "L3"
X ≥ 0.25 "L"
≥ 0.33 "L1" OR "L2"
"T2"
"T1", "T3", OR "T4"1'-0""B8", "B9", OR
"B10""B8", "B9", OR "B10"
LAP SPLICE
CLASS "B"
LAP SPLICE
CLASS "B"
SUPPORT SUPPORT
1'-0""T6" OR "T7"
"T5", "T6", OR "T7"
LAP SPLICE
CLASS "B"BEAM WIDTHSCHEDULEDFACE OF
COLUMN
SEE SCHEDULE
TYP. SPACING -REINF. PER
SCHEDULE
4" MIN.6" MIN.ADDL STIRRUPS TO
MATCH BEAM
STIRRUPS
EACH SIDE OF SLEEVE
EDGE OF
BEAM
SLEEVE
NOTES:
1. MAINTAIN CONCRETE COVER REQUIREMENTS AT SLEEVES
2. PLACE VERTICAL BEAM PENETRATIONS ONLY AT LOCATIONS SHOWN ON STRUCTURAL DWGS. ALL OTHER
VERTICAL PENETRATIONS MUST BE VERIFIED WITH STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION
PLAN VIEW
ADDL 4#7x5'-0"6" MIN.2 ADDL STIRRUPS @ 2"
EACH SIDE OF
OPENING
NOTE:
OPENINGS SHALL BE PLACED IN MIDDLE 1/3 SPAN OR CONSULT W/ ENGINEER6" MIN.T/SLAB
B/SLAB
B/BEAM
8" DIA. OPENING
(MAX.)
FACE BAR CRITERIA
CONCRETE COVER Cc
(IN.)
MAX. BAR SPACING (IN.)
0 ≤ Cc ≤ 1 3/16 12
1 3/16 ≤ Cc ≤ 2 10
2 ≤ Cc ≤ 2 1/2
2 1/2 ≤ Cc ≤ 2 3/4
9
2 3/4 ≤ Cc ≤ 3 1/2
8
3 1/2 ≤ Cc ≤ 4 1/2
6
4 1/2 ≤ Cc ≤ 4 13/16
4
3
NOTES:
1. PROVIDE FACE BARS BY CRITERIA SHOWN FOR ALL BEAMS AND GIRDERS DEEPER THAN 36" UNLESS
GIVEN OTHERWISE IN SCHEDULES OR DETAILS.
2. LAP FACE BARS WITH CLASS B LAP AT SPLICES.
3. SPACE FACE BARS EVENLY EACH FACE BETWEEN TOP AND BOTTOM REINFORCEMENT.
4. PROVIDE #5 BARS IF SIZE OF BAR IS NOT SPECIFIED.
T/ BEAM OR GIRDER
OR BEAM DEPTH "D"SCHEDULED GIRDEREQEQEQEQBEAM WIDTH "W"
SCHEDULED GIRDER OR
SCHEDULED OR DETAILED
TOP REINFORCEMENT
FACE BARS SEE
CRITERIA ABOVE
SCHEDULED OR DETAILED
BOTTOM REINFORCEMENT
FACE OF
BEAM
FACE BAR
Cc
SCHEDULED OR
DETAILED STIRRUPS
STIRRUP
"a"
PER SCHEDULE
BEAM WIDTH
BEAM1#5 CONT. ADDITIONAL T&B
WHEN "a" EXCEEDS 3"
2#5 CONT. ADDITIONAL T&B
WHEN "a" EXCEEDS 12"
#3 U-BAR SPACED TO
MATCH
BEAM STIRRUPS WHEN "a"
EXCEEDS 3"
FACE BARS TO MATCH
SCHEDULED FACE BARS
WHEN "a" EXCEEDS 3".
WIDEN AT OPENINGS OR
EDGE OF SLAB VARIATIONS "a""c"NOTES:
1. SEE 1/S7-01 FOR ADDITIONAL INFORMATION
2. SEE SCHEDULE FOR TENDON C.G.S.
CONCRETE BEAMPOST-TENSIONED BEAM
3"
2" 2"
3"
CONSTRUCTION JOINT
NOTES:
1. ADDITIONAL STIRRUPS TO MATCH SCHEDULED BEAM STIRRUPS EA SIDE OF JOINT.
2. TOP & BOTTOM REINFORCING PER BEAM SCEDULE, CONTINUOUS THRU JOINT.
3. ADD #5X4'-0" FACE BARS EQUALLY SPACED ALONG EA. FACE OF BEAM. USE:
2#5 FOR D < 24"
3#5 FOR 24" < D < 36"
4#5 FOR 36" < D < 48" VERIFY WITH E.O.R.
FOR BEAMS > 48" VERIFY WITH E.O.R.
4. #4 BARS FULL WIDTH OF BEAM WITH 90° HOOKS EA END, SET IMMEDIATELY BEHIND P.T. ANCHORS.
5. ROUGHEN SURFACE OR PROVIDE EXPANDED METAL LATH EMBEDDED AT BULKHEAD.
6. CONSTRUCTION JOINT LOCATION. SEE STRUCTURAL SPECIFICATIONS FOR SUBMITTAL REQUIREMENTS.
SEE STRUCTURAL NOTES FOR RULES REGARDING LOCATIONS AND ADDITION TO THE FOLLOWING:
a. SET CONSTRUCTION JOINTS SO TENDON ANCHORS DO NOT INTERFERE WITH P.T. BEAM
MILD REINFORCEMENT. REQUIRED BEAM REINFORCEMENT CONCRETE COVER MUST BE
MAINTAINED.
b. MAINTAIN MINIMUM 4" EDGE DISTANCE FROM C.L. OF ANY P.T. ANCHORS TO EDGE OF
CONCRETE (ASSUMING NO CONFLICTS PER ITEM a.)
c. NOT SATISFYING ITEMS a. AND b. WILL REQUIRE JOGGING THE CONSTRUCTION JOINT IN
BEAM TO SHIFT JOINT FURTHER INTO BEAM SPAN.
7. C.G. OF P.T. ANCHORS TO ALWAYS MATCH THEORETICAL HEIGHT OF TENDONS AT LOCATION OF ALL
CONSTRUCTION JOINTS AS CALCULATED BY THE P.T. VENDOR.
NOTE 2
NOTE 7
NOTE 1 NOTE 4
NOTE 5 NOTE 3
NOTE 6
3"4'-0"3'-0"(3) ADDITIONAL #5 TOP
BARS @ 6" EACH SIDE
INTERIOR BEAM
P.T. BEAM LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:16:34 PMS7−02
08.14.18P.T. BEAM DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_0851TYPICAL CONCRETE BEAM STEP DETAILSMS)
2 TYP. VERTICAL BEAM PENETRATION DETAIL
3 TYPICAL HORIZONTAL BEAM PENETRATION
6 TYPICAL CONCRETE GIRDER AND BEAM FACE
BARS CRITERIA
4 TYPICAL BEAM WIDENING DETAIL
5 TYPICAL ANCHORAGE OF TENDONS
IN ADJACENT BEAM
8 TYPICAL CONSTRUCTION JOINT@ P.T. BEAM
9 TYPICAL DETAIL AT P.T. BEAM TERMINATION
Date Issue/Revision
05.04.18 DESIGN DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
7 NOT USED 08/14/18
DASHED LINE INDICATES LIMIT
OF BEAMS AS DETAILED
SEE BEAM SCHEDULE SEE BEAM SCHEDULE
SCHEDULESEE BEAMSEE BEAM SCHEDULE FOR
REINFORCEMENT AND
POST TENSIONING
DASHED LINE INDICATES LIMIT
OF BEAMS AS DETAILED
SEE BEAM SCHEDULE SEE BEAM SCHEDULE
SCHEDULESEE BEAMSEE BEAM SCHEDULE FOR
REINFORCEMENT AND
POST TENSIONING
T/RAMP
VARIES LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:16:37 PMS7−03
08.14.18P.T. BEAM DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_0851SECTION
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
2 SECTION
08/14/18
LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:16:48 PMS7−05
08.14.18P.T. BEAM SCHEDULE401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
POST-TENSIONED BEAM SCHEDULE
BEAM
MARK
"W" "D1" "D2"
BEAM
TYPE
EFFECTIVE
PRESTRESS
FORCE
DISTANCE FROM BOTTOM OF
BEAM TO CENTERLINE OF
TENDON (INCHES)
TOP BARS BOTTOM BARS FACE
BARS
(EA
FACE)
BEAM
MARK
STIRRUPS
BEAM REMARKS
"a" "b" "c" "d" "e" "T1" "T2" "T3" "T4" "T5" "T6" "T7" "B1" "B2""B3" "B4" "B5" "B6" "B7" "B8" "B9" "B10" SIZE TYPE
(SPACING SHOWN IN
INCHES)
"SL" "SM" "SR" "SC"
PB001 18" 23" 0" S 405 kip 16" 3 1/2" 16" 0" 0" 4#7 2#5 - - - - - 2#5 4#7 - - - - - - - - - PB001 #4 1C 15 15 15 --
PB002 24" 23" 0" S 486 kip 15 1/4" 3 1/2" 15 1/4" 0" 0" 4#7 2#5 - - - - - 2#5 4#7 - - - - - - - - - PB002 #4 1C 15 15 15 --
PB003 18" 23" 0" S 324 kip 16" 3 1/2" 16" 0" 0" 4#7 2#5 - - - - - 2#5 4#7 - - - - - - - - - PB003 #4 1C 15 15 15 --
PB004 36" 23" 0" RC 459 kip 11 3/4" 11" 0" 19 1/2" 12 1/4" 4#7 4#5 - 5#9 - - - 4#5 4#7 - - 4#5 - - - - - - PB004 #4 2C 15 15 15 6 -
PB005 40" 23" 0" S 459 kip 11 3/4" 11" 11 3/4" 0" 0" 4#7 4#5 - - -- - 4#5 4#7 - - - - - - - - - PB005 #4 2C 15 15 15 --
PB006 48" 23" 0" S 783 kip 14" 3 1/2" 14" 0" 0" 6#7 4#5 - - - - - 4#5 6#7 - - - - - - - - - PB006 #4 2C 12 12 12 --
PB007
18" 23" 0"
LE
0 kip 12 3/4" 5" 19 1/2" 0" 0"
- - - - 3#7 6#7 - - - - - - - 3#7 6#9 - - - PB007 #4 2C 15 15 15 - SEE PLAN FOR STEP IN BEAM WIDTH; HALF OF TENDONS TO BE
ANCHORED AT LEFT SUPPORT; REMAINING TO BE ANCHORED AT
STEP IN BEAM WIDTH (MID-DEPTH OF BEAM); LEFT END OF HALF OF
T6 BARS AND B8 BARS TO HOOK AT STEP IN BEAM WIDTH; USE TYPE
1C #4 STIRRUPS @ 12" WITHIN NARROWER BEAM WIDTH
PB008 34" 23" 0" I 0 kip 0" 3 1/2" 19 1/2" 0" 0" - - - - - 5#9 - - - - -- - - - 5#9 - - PB008 #4 2C 15 15 15 - HOOK (1)-T6 BAR AT RIGHT SUPPORT
PB009 30" 23" 0" I 0 kip 0" 3 1/2" 19 1/2" 0" 0" - - - - - 5#9 - - - - -- - - - 5#9 - - PB009 #4 2C 15 15 15 --
PB010 30" 23" 0" I 0 kip 0" 3 1/2" 19 1/2" 0" 0" - - - - - 5#9 - - - - -- - - - 5#9 - - PB010 #4 2C 15 15 15 --
PB011
30" 23" 0"
I
0 kip 0" 3 1/2" 19 1/2" 0" 0"
- - - - - 6#7 - - - - - - - - - 6#9 - - PB011 #4 2C 15 15 15 - LEFT END OF (1)-T6 BAR AND (1)-B9 BAR TO HOOK AT RIGHT
SUPPORT; HALF OF T6 BARS AND B9 BARS TO HOOK AT STEP IN BEAM
WIDTH OF ADJACENT SPAN
PB012
34" 23" 0"
RE
0 kip 12 3/4" 3 1/2" 19 1/2" 0" 0"
- - - - 3#7 - - - - - - - - 3#7 - - - - PB012 #4 2C 15 15 15 - SEE PLAN FOR STEP IN BEAM WIDTH; TERMINATE HALF OF TENDONS
AT STEP IN BEAM WIDTH (MID-DEPTH OF BEAM); USE TYPE 1C #4
STIRRUPS @ 12" WITHIN NARROWER BEAM WIDTH
PB013 40" 23" 0" LE 162 kip 12 1/2" 5" 19 1/2" 0" 0" - - - - 5#9 6#9 - - - - - - - 5#9 6#9 - - - PB013 #4 2C 15 15 15 --
PB014 40" 23" 0" I 162 kip 0" 3 1/2" 19 1/2" 0" 0" - - - - - 6#9 - - -- - - - - - 6#9 - - PB014 #4 2C 15 15 15 --
PB015 40" 23" 0" I 162 kip 0" 3 1/2" 19 1/2" 0" 0" - - - - - 6#9 - - -- - - - - - 6#9 - - PB015 #4 2C 15 15 15 --
PB016 40" 23" 0" I 162 kip 0" 3 1/2" 19 1/2" 0" 0" - - - - - 6#9 - - -- - - - - - 6#9 - - PB016 #4 2C 15 15 15 --
PB017 40" 23" 0" I 162 kip 0" 3 1/2" 19 1/2" 0" 0" - - - - - 6#9 - - -- - - - - - 6#9 - - PB017 #4 2C 15 15 15 --
PB018 40" 23" 0" I 162 kip 0" 10" 19 1/2" 0" 0" - - - - - 6#9 - - - - - -- - - 6#9 - - PB018 #4 2C 15 15 15 --
PB019 40" 23" 0" RE 162 kip 12 1/2" 10" 0" 0" 0" - - - - 5#9 - - - - - -- - 5#9 - - - - PB019 #4 2C 15 15 15 --
PB020 44" 23" 0" LC 162 kip 0" 10" 19 1/2" 16" 11 3/4" - - - - - 6#9 6#9 - - - - - - 6#9 6#9 - - - PB020 #4 2C 15 15 15 4 -
PB021 44" 23" 0" I 162 kip 0" 3 1/2" 19 1/2" 0" 0" - - - - - 6#9 - - -- - - - - - 6#9 - - PB021 #4 2C 15 15 15 --
PB022 44" 23" 0" I 162 kip 0" 3 1/2" 19 1/2" 0" 0" - - - - - 6#9 - - -- - - - - - 6#9 - - PB022 #4 2C 15 15 15 --
PB023 44" 23" 0" I 162 kip 0" 6" 19 1/2" 0" 0" - - - - - 6#9 - - - - - - -- - 6#9 - - PB023 #4 2C 15 15 15 - EXTEND T6 BARS TO HOOK AT END OF CANTILEVER
PB024 44" 23" 0" RC 513 kip 0" 19" 0" 19 1/2" 12" - - - - - - - - - - - -- - - - 6#9 #5@4" PB024 #4 2C 4 4 4 4 -
PB025 32" 23" 0"
LE 189 kip 13" 3 1/2" 19 1/2" 0" 0"
- - - - 5#9 7#9 - - - - - - - 5#9 7#9 - - - PB025 #4 2C 15 15 15 - LEFT END OF (2)-T6 BARS AND (2)-B8 BARS TO HOOK AT STEP IN BEAM
WIDTH
PB026 48" 23" 0" I 189 kip 0" 3 1/2" 19 1/2" 0" 0" - - - - - 6#9 - - -- - - - - - 6#9 - - PB026 #4 2C 15 15 15 --
PB027 48" 23" 0" I 189 kip 0" 3 1/2" 19 1/2" 0" 0" - - - - - 6#9 - - -- - - - - - 6#9 - - PB027 #4 2C 15 15 15 --
PB028 48" 23" 0" RC 189 kip 0" 3 1/2" 0" 15 1/2" 11 3/4" - - - - -- 6#9 - - - - - - - - - 6#9 - PB028 #4 2C 15 15 15 4 -
PB029 18" 23" 0" S 243 kip 14" 3 1/2" 14" 0" 0" 4#7 2#5 - - - - - 2#5 4#7 - - - - - - - - - PB029 #4 1C 15 15 15 --
PB030 18" 23" 0"
S 324 kip 15 1/4" 3 1/2" 15 1/4" 0" 0"
3#7 2#5 - - - - - 2#5 3#7 - - - - - - - - - PB030 #4 1C 9 9 9 - EXTEND RIGHT END T1 & B1 BARS A DEVELOPMENT LENGTH
STRAIGHT INTO SUPPORT
PB031
48" 23" 0"
LE
783 kip 14" 3 1/2" 19 1/2" 0" 0"
6#7 4#5 6#9 - - - - 4#5 6#7 - 6#5 - - - - - - - PB031 #4 2C 12 12 12 - TENDON FORCE OF 513 KIPS TO BE ANCHORED AT CENTROID OF
BEAM AT RIGHT SUPPORT; (4)-T3 BARS & (4)-B4 BARS TO HOOK AT
RIGHT SUPPORT
PB032 18" 23" 0" I 270 kip 0" 3 1/2" 19 1/2" 0" 0" - 2#5 2#9 - - - -- 3#7 - 2#5 - - - - - - - PB032 #4 1C 9 9 9 --
PB033 18" 23" 0"
RE 270 kip 15 1/2" 3 1/2" 0" 0" 0"
2#9 2#5 - - - - - 2#5 3#7 - - - - - - - - - PB033 #4 1C 9 9 9 - EXTEND T1 & B1 BARS A DEVELOPMENT LENGTH STRAIGHT INTO
RIGHT SUPPORT
PB101 18" 23" 0" S 351 kip 16" 3 1/2" 16" 0" 0" 4#7 2#5 - - - - - 2#5 4#7 - - - - - - - - - PB101 #4 1C 15 15 15 --
PB102 24" 23" 0" S 459 kip 15 1/4" 3 1/2" 15 1/4" 0" 0" 4#7 2#5 - - - - - 2#5 4#7 - - - - - - - - - PB102 #4 1C 15 15 15 --
PB103 36" 23" 0" S 621 kip 14 1/2" 3 1/2" 14 1/2" 0" 0" 5#7 4#5 - - - - - 4#5 5#7 - - - - - - - - - PB103 #4 2C 15 15 15 --
PB104 36" 23" 0" RC 459 kip 11 3/4" 11" 0" 19 1/2" 12 1/4" 4#7 4#5 - 5#9 - - - 4#5 4#7 - - 4#5 - - - - - - PB104 #4 2C 15 15 15 6 -
PB105 40" 23" 0" S 459 kip 11 3/4" 11" 11 3/4" 0" 0" 4#7 4#5 - - -- - 4#5 4#7 - - - - - - - - - PB105 #4 2C 15 15 15 --
PB106 48" 23" 0" S 729 kip 14" 3 1/2" 14" 0" 0" 6#7 4#5 - - - - - 4#5 6#7 - - - - - - - - - PB106 #4 2C 12 12 12 --
PB107
18" 23" 0"
LE
0 kip 11 1/2" 3 1/2" 19 1/2" 0" 0"
- - - - 3#7 6#7 - - - - - - - 3#7 6#9 - - - PB107 #4 2C 15 15 15 - SEE PLAN FOR STEP IN BEAM WIDTH; HALF OF TENDONS TO BE
ANCHORED AT LEFT SUPPORT; REMAINING TO BE ANCHORED AT
STEP IN BEAM WIDTH (MID-DEPTH OF BEAM); LEFT END OF HALF OF
T6 BARS AND B8 BARS TO HOOK AT STEP IN BEAM WIDTH; USE TYPE
1C #4 STIRRUPS @ 12" WITHIN NARROWER BEAM WIDTH
PB108 34" 23" 0" I 0 kip 0" 10" 19 1/2" 0" 0" - - - - - 5#9 - - - - - - - -- 5#9 - - PB108 #4 2C 15 15 15 - HOOK (1)-T6 BAR AT RIGHT SUPPORT
PB109 30" 23" 0" I 0 kip 0" 8" 19 1/2" 0" 0" - - - - - 5#9 - - - - - - - - -5#9 - - PB109 #4 2C 15 15 15 --
PB110 30" 23" 0" I 0 kip 0" 3 1/2" 19 1/2" 0" 0" - - - - - 5#9 - - - - -- - - - 5#9 - - PB110 #4 2C 15 15 15 --
PB111
30" 23" 0"
I
0 kip 0" 3 1/2" 19 1/2" 0" 0"
- - - - - 6#7 - - - - - - - - - 6#9 - - PB111 #4 2C 15 15 15 - LEFT END OF (1)-T6 BAR AND (1)-B9 BAR TO HOOK AT RIGHT
SUPPORT; HALF OF T6 BARS AND B9 BARS TO HOOK AT STEP IN BEAM
WIDTH OF ADJACENT SPAN
PB112
34" 23" 0"
RE
0 kip 12 3/4" 3 1/2" 19 1/2" 0" 0"
- - - - 3#7 - - - - - - - - 3#7 - - - - PB112 #4 2C 15 15 15 - SEE PLAN FOR STEP IN BEAM WIDTH; TERMINATE HALF OF TENDONS
AT STEP IN BEAM WIDTH (MID-DEPTH OF BEAM); USE TYPE 1C #4
STIRRUPS @ 12" WITHIN NARROWER BEAM WIDTH
PB113 40" 23" 0" LE 162 kip 12 1/2" 5" 19 1/2" 0" 0" - - - - 5#9 6#9 - - - - - - - 5#9 6#9 - - - PB113 #4 2C 15 15 15 --
PB114 40" 23" 0" I 162 kip 0" 3 1/2" 19 1/2" 0" 0" - - - - - 6#9 - - -- - - - - - 6#9 - - PB114 #4 2C 15 15 15 --
PB115 40" 23" 0" I 162 kip 0" 3 1/2" 19 1/2" 0" 0" - - - - - 6#9 - - -- - - - - - 6#9 - - PB115 #4 2C 15 15 15 --
PB116 40" 23" 0" I 162 kip 0" 3 1/2" 19 1/2" 0" 0" - - - - - 6#9 - - -- - - - - - 6#9 - - PB116 #4 2C 15 15 15 --
PB117 40" 23" 0" I 162 kip 0" 3 1/2" 19 1/2" 0" 0" - - - - - 6#9 - - -- - - - - - 6#9 - - PB117 #4 2C 15 15 15 --
PB118 40" 23" 0" I 162 kip 0" 10" 19 1/2" 0" 0" - - - - - 6#9 - - - - - -- - - 6#9 - - PB118 #4 2C 15 15 15 --
PB119 40" 23" 0" RE 162 kip 12 1/2" 10" 0" 0" 0" - - - - 5#9 - - - - - -- - 5#9 - - - - PB119 #4 2C 15 15 15 --
PB120 44" 23" 0" LC 162 kip 0" 10" 19 1/2" 16" 11 3/4" - - - - - 6#9 6#9 - - - - - - 6#9 6#9 - - - PB120 #4 2C 15 15 15 4 -
PB121 44" 23" 0" I 162 kip 0" 3 1/2" 19 1/2" 0" 0" - - - - - 6#9 - - -- - - - - - 6#9 - - PB121 #4 2C 15 15 15 --
PB122 44" 23" 0" I 162 kip 0" 3 1/2" 19 1/2" 0" 0" - - - - - 6#9 - - -- - - - - - 6#9 - - PB122 #4 2C 15 15 15 --
PB123 44" 23" 0" I 162 kip 0" 6" 19 1/2" 0" 0" - - - - - 6#9 - - - - - - -- - 6#9 - - PB123 #4 2C 15 15 15 - EXTEND T6 BARS TO HOOK AT END OF CANTILEVER
PB124 44" 23" 0" RC 513 kip 0" 19" 0" 19 1/2" 11 1/2" - - - - - - - -- - - - - - - - 6#9 #5@4" PB124 #4 2C 4 4 4 4 -
PB125 32" 23" 0"
LE 189 kip 13" 3 1/2" 19 1/2" 0" 0"
- - - - 5#9 7#9 - - - - - - - 5#9 7#9 - - - PB125 #4 2C 15 15 15 - LEFT END OF (2)-T6 BARS AND (2)-B8 BARS TO HOOK AT STEP IN BEAM
WIDTH
PB126 48" 23" 0" I 189 kip 0" 3 1/2" 19 1/2" 0" 0" - - - - - 6#9 - - -- - - - - - 6#9 - - PB126 #4 2C 15 15 15 --
PB127 48" 23" 0" I 189 kip 0" 3 1/2" 19 1/2" 0" 0" - - - - - 6#9 - - -- - - - - - 6#9 - - PB127 #4 2C 15 15 15 --
PB128 48" 23" 0" RC 189 kip 0" 3 1/2" 0" 15 1/2" 11 3/4" - - - - -- 6#9 - - - - - - - - - 6#9 - PB128 #4 2C 15 15 15 4 -
PB129 60" 23" 0" S 756 kip 12 3/4" 3 1/2" 12 3/4" 0" 0" 8#7 6#5 - - - - - 6#5 8#7 - - - - - - - - - PB129 #4 3C 15 15 15 --
PB130 18" 23" 0"
S 243 kip 15 1/4" 3 1/2" 15 1/4" 0" 0"
3#7 2#5 - - - - - 2#5 3#7 - - - - - - - - - PB130 #4 1C 9 9 9 - EXTEND RIGHT END T1 & B1 BARS A DEVELOPMENT LENGTH
STRAIGHT INTO SUPPORT
PB131
48" 23" 0"
LE
729 kip 14" 3 1/2" 19 1/2" 0" 0"
6#7 4#5 6#9 - - - - 4#5 6#7 - 6#5 - - - - - - - PB131 #4 2C 12 12 12 - TENDON FORCE OF 513 KIPS TO BE ANCHORED AT CENTROID OF
BEAM AT RIGHT SUPPORT; (2)-T3 BARS & (2)-B4 BARS TO HOOK AT
RIGHT SUPPORT
PB132 30" 23" 0" I 216 kip 0" 8" 19 1/2" 0" 0" - 4#5 4#7 - - - - - 4#7 - 4#5 - - - - - - - PB132 #4 1C 9 9 9 --
PB133 30" 23" 0" RE 216 kip 14" 3 1/2" 0" 0" 0" 4#7 4#5 - - - - - 4#5 4#7 - - - - - - - - - PB133 #4 1C 9 9 9 --
PB134 18" 23" 0" LE 108 kip 13 3/4" 5" 19 1/2" 0" 0" 3#7 2#5 3#7 - - - - 2#5 3#7 - 2#5 - - - - - - - PB134 #4 1C 15 15 15 --
PB135 18" 23" 0" RE 108 kip 13 3/4" 3 1/2" 0" 0" 0" 3#7 2#5 - - - -- 2#5 3#7 - - - - - - - - - PB135 #4 1C 15 15 15 --
PB136 18" 23" 0" RC 81 kip 14 3/4" 3 1/2" 0" 14 3/4" 14 3/4" 3#7 2#5 - 3#7 - - - 2#5 3#7 - - 3#5 - - - - - - PB136 #4 1C 15 15 15 4 -
PB137 18" 23" 0" S 108 kip 14 1/2" 3 1/2" 14 1/2" 0" 0" 3#7 2#5 - - - - - 2#5 3#7 - - - - - - - - - PB137 #4 1C 15 15 15 --
PB138 18" 23" 0" S 162 kip 15 3/4" 3 1/2" 15 3/4" 0" 0" 4#7 2#5 - - - - - 2#5 4#7 - - - - - - - - - PB138 #4 1C 15 15 15 --
PB139 24" 23" 0" LE 162 kip 14 1/4" 6" 19 1/2" 0" 0" 4#7 2#5 4#7 - - - - 2#5 4#7 - 2#5 - - - - - - - PB139 #4 1C 15 15 15 --
PB140 24" 23" 0" I 162 kip 0" 3 1/2" 15" 0" 0" - 2#5 4#7 - - - - - 4#7 - 2#5 - - - - - - - PB140 #4 1C 15 15 15 - EXTEND RIGHTT END OF T3 BARS TO HOOK AT FAR RIGHT SUPPORT
PB141 24" 23" 0" RE 162 kip 12 1/2" 12" 0" 0" 0" - - - - - - - 2#5 4#7 - - - - - - - - - PB141 #4 1C 15 15 15 --
PB142 24" 23" 0" S 459 kip 15 1/4" 3 1/2" 15 1/4" 0" 0" 4#7 2#5 - - - - - 2#5 4#7 - - - - - - - - - PB142 #4 1C 15 15 15 --
PB143 24" 23" 0" LE 135 kip 14 3/4" 3 1/2" 18" 0" 0" 4#7 2#5 4#7 - - - - 2#5 4#7 - 2#5 - - - - - - - PB143 #4 1C 15 15 15 - EXTEND RIGHT END OF T3 BARS TO HOOK AT FAR RIGHT SUPPORT
PB144 24" 23" 0" RE 135 kip 12 3/4" 12" 0" 0" 0" - - - - - - - 2#5 4#7 - - - - - - - - - PB144 #4 1C 15 15 15 --
PB145 24" 23" 0" LE 135 kip 13 1/4" 3 1/2" 19 1/2" 0" 0" 4#7 2#5 4#7 - - - - 2#5 4#7 - 2#5 - - - - - - - PB145 #4 1C 15 15 15 --
PB146 24" 23" 0" RE 135 kip 13 1/4" 6" 0" 0" 0" 4#7 2#5 - - - - - 2#5 4#7 - - - - - - - - - PB146 #4 1C 15 15 15 --
PB147 18" 23" 0" S 324 kip 14 1/2" 3 1/2" 14 1/2" 0" 0" 4#7 2#5 - - - - - 2#5 4#7 - - - - - - - - - PB147 #4 1C 15 15 15 --
PB148 18" 23" 0" RC 108 kip 15" 3 1/2" 0" 14 3/4" 12" - - - - 3#7 -3#7 2#5 3#7 - - 2#5 - - - - - - PB148 #4 1C 15 15 15 4 -
PB149 18" 23" 0" S 108 kip 14 3/4" 3 1/2" 14 3/4" 0" 0" 3#7 2#5 - - - - - 2#5 3#7 - - - - - - - - - PB149 #4 1C 15 15 15 --
PB150 40" 23" 0" RE 162 kip 12 1/2" 3 1/2" 0" 0" 0" - - - - 5#9 - - -- - - - - 5#9 - - - - PB150 #4 2C 15 15 15 --
PB151 40" 23" 0" LE 135 kip 12 1/2" 5" 19 1/2" 0" 0" - - - - 5#9 5#9 - - - - - - - 5#9 5#9 - - - PB151 #4 2C 15 15 15 --
PB152 40" 23" 0" I 135 kip 0" 3 1/2" 19 1/2" 0" 0" - - - - - 5#9 - - -- - - - - - 5#9 - - PB152 #4 2C 15 15 15 --
PB153 40" 23" 0" RE 135 kip 12 1/2" 8" 0" 0" 0" - - - - 5#9 - - - - - - -- 5#9 - - - - PB153 #4 2C 15 15 15 --
PB154 60" 23" 0" LC 189 kip 0" 3 1/2" 19 1/2" 13 1/2" 11 1/2"- - - - - 6#9 6#9 - - - - - - 6#9 6#9 - - - PB154 #4 3C 15 15 15 4 -
PB155 60" 23" 0" RE 189 kip 12" 6 1/2" 0" 0" 0" - - - - 6#9 - - - - - - -- 6#9 - - - - PB155 #4 3C 15 15 15 --
PB156 44" 23" 0" LC 162 kip 0" 10" 19 1/2" 16" 11 3/4" - - - - - 6#9 6#9 - - - - - - 6#9 6#9 - - - PB156 #4 2C 15 15 15 4 -
PB157 44" 23" 0" I 162 kip 0" 6" 19 1/2" 0" 0" - - - - - 6#9 - - - - - - -- - 6#9 - - PB157 #4 2C 15 15 15 --
PB158 44" 23" 0" I 162 kip 0" 6" 19 1/2" 0" 0" - - - - - 6#9 - - - - - - -- - 6#9 - - PB158 #4 2C 15 15 15 --
PB159 44" 23" 0" I 162 kip 0" 6" 19 1/2" 0" 0" - - - - - 6#9 - - - - - - -- - 6#9 - - PB159 #4 2C 15 15 15 - EXTEND T6 BARS TO HOOK AT END OF CANTILEVER
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
08/14/18
LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTIONDRAWING FILEPLOTTED ONPROJECT No. 17263.00
COA No.C-3232
E:\sdl\Revit_Local_Files\[e-mail]8/14/2018 2:16:54 PMS7−06
08.14.18P.T. BEAM SCHEDULE401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
POST-TENSIONED BEAM SCHEDULE
BEAM
MARK
"W" "D1" "D2"
BEAM
TYPE
EFFECTIVE
PRESTRESS
FORCE
DISTANCE FROM BOTTOM OF
BEAM TO CENTERLINE OF
TENDON (INCHES)
TOP BARS BOTTOM BARS FACE
BARS
(EA
FACE)
BEAM
MARK
STIRRUPS
BEAM REMARKS
"a" "b" "c" "d" "e" "T1" "T2" "T3" "T4" "T5" "T6" "T7" "B1" "B2""B3" "B4" "B5" "B6" "B7" "B8" "B9" "B10" SIZE TYPE
(SPACING SHOWN IN
INCHES)
"SL" "SM" "SR" "SC"
PB160 44" 23" 0" RC 513 kip 0" 19" 0" 19 1/2" 11 1/2" - - - - - - - -- - - - - - - - 6#9 #5@4" PB160 #4 2C 4 4 4 4 -
PB161 60" 23" 0" S 432 kip 12 3/4" 3 1/2" 12 3/4" 0" 0" 8#7 6#5 - - - - - 6#5 8#7 - - - - - - - - - PB161 #4 3C 15 15 15 --
PB163 30" 23" 0" LE 378 kip 13" 3 1/2" 15" 0" 0" 5#7 4#5 5#7 - - - -4#5 5#7 - 4#5 - - - - - - - PB163 #4 2C 15 15 15 - EXTEND RIGHT END OF T3 BARS TO HOOK AT FAR RIGHT SUPPORT
PB164 30" 23" 0" RE 0 kip 12 1/2" 12 1/4" 0" 0" 0" - - - - - - - 4#5 5#7 - - - - - - - - - PB164 #4 2C 15 15 15 --
PB165 40" 23" 0" LC 162 kip 0" 3 1/2" 19 1/2" 15" 12 1/2" - - - -- 6#9 6#9 - - - - - - - 6#9 - 6#9 - PB165 #4 2C 15 15 15 4 -
PB166 40" 23" 0" I 162 kip 0" 10" 19 1/2" 0" 0" - - - - - 6#9 - - - - - -- - - 6#9 - - PB166 #4 2C 15 15 15 --
PB167 40" 23" 0" RE 162 kip 12 1/2" 10" 0" 0" 0" - - - - 5#9 - - - - - -- - 5#9 - - - - PB167 #4 2C 15 15 15 --
PB201 18" 23" 0" S 135 kip 15 1/2" 4" 15 1/2" 0" 0" 4#7 2#5 - - - -- 2#5 4#7 - - - - - - - - - PB201 #4 1C 15 15 15 --
PB202 18" 23" 0" LE 81 kip 15 1/4" 8" 19 1/2" 0" 0" 3#7 2#5 3#7 -- - - 2#5 3#7 - 2#5 - - - - - - - PB202 #4 1C 15 15 15 --
PB203 18" 23" 0" RE 81 kip 15 1/4" 8" 0" 0" 0" 3#7 2#5 - - - - - 2#5 3#7 - - - - - - - - - PB203 #4 1C 15 15 15 --
PB204 18" 23" 0" S 297 kip 14" 3 1/2" 14" 0" 0" 4#7 2#5 - - - - - 2#5 4#7 - - - - - - - - - PB204 #4 1C 15 15 15 --
PB205 18" 23" 0" LE 108 kip 15 1/2" 3 1/2" 19 1/2" 0" 0" 3#7 2#5 4#7 - - - - 2#5 3#7 - 2#5 - - - - - - - PB205 #4 1C 15 15 15 --
PB206 18" 23" 0" RE 108 kip 15 1/4" 3 1/2" 0" 0" 0" 3#7 2#5 - - - -- 2#5 3#7 - - - - - - - - - PB206 #4 1C 15 15 15 --
PB207 24" 23" 0" S 513 kip 15 1/4" 3 1/2" 15 1/4" 0" 0" 4#7 2#5 - - - - - 2#5 4#9 - - - - - - - - - PB207 #4 1C 12 12 12 --
PB208 24" 23" 0" S 351 kip 15 1/4" 3 1/2" 15 1/4" 0" 0" 4#9 2#5 - - - - - 2#5 4#9 - - - - - - - - - PB208 #4 1C 12 12 12 --
PB209 24" 35" 0" S 432 kip 19 3/4" 3 1/2" 19 3/4" 0" 0" 5#7 2#5 - - - - - 2#5 4#7 - - - - - - - - - PB209 #4 1C 18 18 18 --
PB210 18" 23" 0" S 108 kip 15 1/4" 3 1/2" 15 1/4" 0" 0" 3#7 2#5 - - - - - 2#5 3#7 - - - - - - - - - PB210 #4 1C 15 15 15 --
PB211 18" 23" 0" S 108 kip 15" 5" 15" 0" 0" 3#7 2#5 - - - - - 2#5 3#7 -- - - - - - - - PB211 #4 1C 15 15 15 --
PB212 18" 23" 0" S 108 kip 15" 6" 15" 0" 0" 3#7 2#5 - - - - - 2#5 3#7 -- - - - - - - - PB212 #4 1C 15 15 15 --
PB213
24" 23" 0"
LE
0 kip 12 1/2" 3 1/2" 19 1/2" 0" 0"
- - - - 3#7 6#7 - - - - - - - 3#7 6#9 - - - PB213 #4 2C 15 15 15 - SEE PLAN FOR STEP IN BEAM WIDTH; HALF OF TENDONS TO BE
ANCHORED AT LEFT SUPPORT; REMAINING TO BE ANCHORED AT
STEP IN BEAM WIDTH (MID-DEPTH OF BEAM); LEFT END OF HALF OF
T6 BARS AND B8 BARS TO HOOK AT STEP IN BEAM WIDTH; USE
TYPE 1C #4 STIRRUPS @ 12" WITHIN NARROWER BEAM WIDTH
PB214 40" 23" 0" I 0 kip 0" 10" 19 1/2" 0" 0" - - - - - 5#9 - - - - - - - -- 5#9 - - PB214 #4 2C 15 15 15 - HOOK (1)-T6 BAR AT RIGHT SUPPORT
PB215 30" 23" 0" I 0 kip 0" 8" 19 1/2" 0" 0" - - - - - 5#9 - - - - - - - - -5#9 - - PB215 #4 2C 15 15 15 --
PB216 30" 23" 0" I 0 kip 0" 8" 19 1/2" 0" 0" - - - - - 5#9 - - - - - - - - -5#9 - - PB216 #4 2C 15 15 15 --
PB217
30" 23" 0"
I
0 kip 0" 10" 19 1/2" 0" 0"
- - - - - 6#7 - - - - - - - - - 6#9 - - PB217 #4 2C 15 15 15 - LEFT END OF (1)-T6 BAR AND (1)-B9 BAR TO HOOK AT RIGHT
SUPPORT; HALF OF T6 BARS AND B9 BARS TO HOOK AT STEP IN
BEAM WIDTH OF ADJACENT SPAN; SEE 1/S7-02 FOR STEP IN BEAM
DEPTH AT RIGHT SUPPORT
PB218
40" 35" 0"
RE
0 kip 18 3/4" 5" 19 1/2" 0" 0"
- - - - 3#7 - - - - - - - - 3#7 - - - - PB218 #4 2C 15 15 15 - SEE PLAN FOR STEP IN BEAM WIDTH; TERMINATE HALF OF
TENDONS AT STEP IN BEAM WIDTH (MID-DEPTH OF BEAM); USE
TYPE 1C #4 STIRRUPS @ 12" WITHIN NARROWER BEAM WIDTH
PB219 36" 35" 0" RC 378 kip 18 1/4" 17 1/2" 0" 31 1/2" 18 1/2" 5#7 4#5 - 5#9 - - - 4#5 5#7 - - 4#5 - - - - - - PB219 #4 2C 15 15 15 6 -
PB220 40" 35" 0" S 378 kip 18 1/4" 17 1/2" 18 1/4" 0" 0" 5#7 4#5 - - - - - 4#5 5#7 - - - - - - - - - PB220 #4 2C 15 15 15 --
PB221 18" 23" 0" S 324 kip 15 3/4" 3 1/2" 15 3/4" 0" 0" 3#9 2#5 - - - - - 2#5 4#7 - - - - - - - - - PB221 #4 1C 15 15 15 --
PB222 36" 20" 0" LE 351 kip 11 1/4" 3 1/2" 16 1/2" 0" 0" 4#7 4#5 4#7 - - - - 4#5 4#7 - 4#5 - - - - - - - PB222 #4 2C 15 15 15 --
PB223 36" 20" 0" RE 351 kip 11 1/4" 3 1/2" 0" 0" 0" 4#7 4#5 - - - -- 4#5 4#7 - - - - - - - - - PB223 #4 2C 15 15 15 --
PB224 36" 20" 0" LE 216 kip 11 1/4" 3 1/2" 16 1/2" 0" 0" 4#7 4#5 4#7 - - - - 4#5 4#7 - 4#5 - - - - - - - PB224 #4 2C 15 15 15 - EXTEND T3 BARS TO HOOK AT FAR RIGHT SUPPORT
PB225 36" 20" 0" RE 216 kip 11 1/4" 9 1/2" 0" 0" 0" - - - - - - - 4#5 4#7 - - - - - - - - - PB225 #4 2C 15 15 15 --
PB226 18" 23" 0" LE 162 kip 15 3/4" 3 1/2" 19 1/2" 0" 0" 3#7 2#5 3#9 - - - - 2#5 3#7 - 2#5 - - - - - - - PB226 #4 1C 15 15 15 --
PB227 18" 23" 0" RE 162 kip 15 1/2" 3 1/2" 0" 0" 0" 3#7 2#5 - - - -- 2#5 3#7 - - - - - - - - - PB227 #4 1C 15 15 15 --
08/14/18
DRAWING NUMBER
SHEET NUMBER
DRAWING SCALE
DRAWING NUMBER
SHEET NUMBER
AREA TO BE
ENLARGED
}ENLARGED AREA DRAWING
PLAN NORTH
TRUE OR MAGNETIC NORTH
INDICATES GENERAL
REGION WITH REVISIONS
REVISION NUMBER
DRAWING NUMBER
SHEET NUMBER }SECTION DRAWING
DRAWING CALLOUT
ENLARGED CALLOUT
SECTION CALLOUT
PLAN & TRUE NORTH
REVISION CLOUD
REVISION TRIANGLE
SCALE:
1
X1
1
X1
1
X1
DRAWING TITLE
1/8" = 1'-0"
1
N
GRAPHICAL STANDARD
AAV AUTOMATIC AIR VENT
AC ABOVE CEILING
AD ACCESS DOOR
AFF ABOVE FINISHED FLOOR
AHU AIR HANDLING UNIT
ARCH ARCHITECT
B BOILER
BD BALANCING DAMPER
BOS BOTTOM OF STRUCTURE
CAP CAPACITY
CD CEILING DIFFUSER
CFH CUBIC FEET PER HOUR
CFM CUBIC FEET PER MINUTE
CHW CHILLED WATER
CHWP CHILLED WATER PUMP
CHWR CHILLED WATER RETURN
CHWS CHILLED WATER SUPPLY
CLG CEILING
COMP COMPRESSOR
CONC CONCRETE
COP COEFFICIENT OF
PERFORMANCE
CT COOLING TOWER
CU CONDENSING UNIT
CW COLD WATER
CWP CONDENSER WATER PUMP
CWR ONDENSER WATER RETURN
CWS CONDENSER WATER SUPPLY
D DRAIN
dB DECIBLE
DB DRY BULB
DN DOWN
DIA DIAMETER
EAT ENTERING AIR
TEMPERATURE
EDH ELECTRIC DUCT HEATER
EER ENERGY EFFICIENCY RATIO
EF EXHAUST FAN
EFF EFFICIENCY
EH ELECTRIC HEATER
ESP EXTERNAL STATIC
PRESSURE
EXH EXHAUST
EWH ELECTRIC WALL HEATER
EWT ENTERING WATER
TEMPERATURE
°F DEGREE FAHRENHEIT
F FAN
FCU FAN COIL UNIT
FD FIRE DAMPER
FD FLOOR DRAIN
FOD FACE OPERATED DAMPER
FPB FAN POWERED BOX
FSD FIRE SMOKE DAMPER
FT FEET
G GAS
GPM GALLONS PER MINUTE
GPR GAS PRESSURE REGULATOR
GUH GAS UNIT HEATER
H HOOD, HEATER
HA HEAT OF ABSORPTION
HC HEATING CAPACITY
HD HEAD
HD HUB DRAIN
HE HEAT EXCHANGER
HP HORSEPOWER
HP HEAT PUMP
HR HEAT OF REJECTION
HW HOT WATER
HWP HOT WATER PUMP
HWR HOT WATER RETURN
HWS HOT WATER SUPPLY
HX HEAT EXCHANGER
KW KILOWATT
LAT LEAVING AIR TEMPERATURE
LBS POUNDS (WEIGHT)
LWT LEAVING WATER
TEMPERATURE
MA MAKEUP AIR
MAU MAKEUP AIR UNIT
MAX MAXIMUM
MBH THOUSAND BTUH
MIN MINIMUM
MOD MOTOR OPERATED DAMPER
NC NOISE CONTROL
NOM NOMINAL
NTS NOT TO SCALE
OA OUTSIDE AIR
OAU OUTSIDE AIR UNIT
OF OVERFLOW
PCHW PRIMARY CHILLED WATER
PCHWP PRIMARY CHILLED WATER
PUMP
PCHWS PRIMARY CHILLED WATER
SUPPLY
PCHWR PRIMARY CHILLED WATER
RETURN
PD PRESSURE DROP
PIU POWERED INDUCTION UNIT
PRV PRESSURE REDUCING VALVE
PS PRESSURE SENSOR
PTAC PACKAGED TERMINAL AIR
CONDITIONER
RA RETURN AIR
RAG RETURN AIR GRILLE
RAR RETURN AIR REGISTER
RLD REFRIGERANT LEAK
DETECTOR
RPBP RED. PRESS. BACKFLOW
PREVENT
RPM REVOLUTIONS PER MINUTE
RTU ROOF TOP UNIT
SA SUPPLY AIR
SAR SUPPLY AIR REGISTER
SC SENSIBLE CAPACITY
SCU WATER COOLED PACKAGED
UNIT
SCHW SECONDARY CHILLED WATER
SCHWP SECONDARY CHILLED
WATER PUMP
SCHWS SECONDARY CHILLED
WATER SUPPLY
SCHWR SECONDARY CHILLED
WATER RETURN
SD SMOKE DAMPER, SPLITTER
DAMPER
SEER SEASONAL ENERGY
EFFICIENCY RATIO
SP STATIC PRESSURE
T THERMOSTAT
TC TOTAL CAPACITY
TE TOILET EXHAUST
TOS TOP OF STRUCTURE
TS TEMPERATURE SENSOR
TSP TOTAL STATIC PRESSURE
TYP TYPICAL
UC UNDERCUT (DOOR)
UH UNIT HEATER
V VOLTAGE
VAV VARIABLE AIR VOLUME UNIT
VD VOLUME DAMPER
VEL VELOCITY
VFD VARIABLE FREQUENCY DRIVE
W WATTS
WB WET BULB
WC WATER COLUMN
WG WATER GAUGE
WSHP WATER SOURCE HEAT PUMP
ZD ZONE DAMPER
ABBREVIATIONS
T
FD
MOD
H
D
R
SD
FSD
CO2
SP
LOUVER TAG
RETURN AIR GRILLE TAG
RETURN /EXHAUST AIR REGISTER TAG
SUPPLY AIR SLOT TAG
SUPPLY AIR DIFFUSER TAG
AV
MAV
AS
MV
AV
FS
TS
PS
GV
B
B
DFS
M
PIPE FITTED THERMOSTAT
PRESSURE GAUGE
BUTTERFLY VALVE
BALANCING VALVE, >2"
BALANCING VALVE, <2"
SHUT-OFF VALVE
STRAINER
TRIPLE DUTY VALVE
MOTORIZED 3-WAY VALVE
AIR SEPARATOR
PLUG VALVE
POINT OF NEW/EXISTING
CONNECTION
PRESSURE REDUCING VALVE
PRESSURE CONTROL VALVE
BALL VALVE
GLOBE VALVE
CHECK VALVE RELIEF OR
SAFETY VALVE
MANUAL AIR VENT
AUTOMATIC AIR VENT
FLOW SWITCH
TEMPERATURE SENSOR
PRESSURE SENSOR
PRESSURE TEST PORT
FLEXIBLE CONNECTION
AUTOMATIC FLOW CONTROL
VALVE
UNION
PUMP
DIFFERENTIAL PRESSURE
SWITCH
GAS COCK
P/T
PS
TS TEMPERATURE
SENSOR
PRESSURE SENSOR
PRESS./TEMP. TEST
PORT (PETE'S PLUG)
FLEXIBLE PIPE
CONNECTION
THERMOMETER WITH
PIPE WELL
PRESSURE GAUGE
BALL VALVE
BUTTERFLY VALVE
STRAINER WITH
DRAIN KIT
TRIPLE DUTY VALVE
MOTORIZED 3-WAY
VALVE
MOTORIZED 2-WAY
VALVE
AUTOMATIC FLOW
CONTROL VALVE
AUTOMATIC AIR VENT
MANUAL AIR VENT
UNION
PUMP
FLEXIBLE HOSE KIT
AUTOMATIC
BUTTERFLY VALVE
A
NN
A
NN
LEGEND
MARK
FACE SIZE
LL
MARK
AIRFLOW, CFM
LENGTH
NECK SIZE
NN
A BB
MARK
FREE AREA
SUPPLY AIR REGISTER
RETURN AIR GRILLE
EXHAUST REGISTER
LINEAR SLOT DIFFUSER
SIDEWALL SUPPLY REGISTER
SIDEWALL RETURN AIR
REGISTER
MOTOR OPERATED DAMPER
FIRE DAMPER
BALANCING DAMPER
FIRE/SMOKE DAMPER
THERMOSTAT
HUMIDITY SENSOR
CARBON DIOXIDE SENSOR
SMOKE DETECTOR
POINT OF NEW/EXISTING
CONNECTION
STATIC PRESSURE SENSOR
FLEXIBLE DUCTWORK
FLEXIBLE CONNECTION
RISE IN DUCTWORK
ELEVATION
DROP IN DUCTWORK
ELEVATION
LINED DUCTWORK
NEW DUCTWORK (BOLD)
EXISTING DUCTWORK
(SCREENED)
EXISTING TO BE REMOVED
(HATCHED)
MARK
AIRFLOW, CFM
NECK SIZE
MARK
AIRFLOW, CFM
NECK SIZENN
A BB
A
NN
BB
GENERAL NOTES: (APPLIES TO ENTIRE DRAWING SET)
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LOCAL GOVERNING
CODES, STANDARDS AND ORDINANCES AS ADOPTED AND ENFORCED BY
THE AUTHORITY HAVING JURISDICTION, INCLUDING LOCAL AMENDMENTS.
2. DRAWINGS, IN GENERAL, ARE DIAGRAMMATIC IN NATURE AND ARE
INTENDED TO CONVEY, IN CONJUNCTION WITH THE COMPLETE CONTRACT
DOCUMENTS, A COMPLETE AND FUNCTIONAL SYSTEM. COORDINATION OF
WORK WITH OTHER TRADES IS REQUIRED BEFORE PROCEEDING WITH
WORK.
3. DO NOT SCALE DRAWINGS - USE DIMENSIONS ONLY. FOR DIMENSIONS NOT
SHOWN OR IN QUESTION, CONTRACTOR SHALL REQUEST CLARIFICATION
FROM ARCHITECT BEFORE PROCEEDING.
4. CONTRACTOR SHALL PROVIDE A COMPLETE OPERATIONAL AND
FUNCTIONING SYSTEM. CONTRACTOR SHALL PROVIDE CONNECTIONS TO
OWNER OR OTHER PARTY'S EQUIPMENT AND DEVICES, UNLESS
OTHERWISE NOTED.
5. REFERENCE COMPLETE CONSTRUCTION DOCUMENTS (ARCHITECTURAL,
PLUMBING, ELECTRICAL, ETC.) PRIOR TO COMMENCING WORK FOR
ADDITIONAL INFORMATION AND REQUIREMENTS. ANY DISCREPANCIES
SHALL BE IMMEDIATELY BROUGHT TO THE OWNER'S/ARCHITECT'S
ATTENTION BEFORE PROCEEDING WITH WORK.
6. CONTRACTOR SHALL MAINTAIN ON SITE, AVAILABLE FOR REVIEW, A
MASTER SET OF MARKED UP DRAWINGS REFLECTING "AS BUILT"
CONDITIONS. UPON CONCLUSION OF PROJECT, "AS BUILT" DRAWINGS
SHALL BE TURNED OVER TO OWNER.
7. DETAILS AND SECTIONS ARE INTENDED TO BE TYPICAL AND INDICATE
BASIC DESIGN INTENT AND SHALL APPLY TO SIMILAR SITUATIONS.
ADAPTATIONS TO SPECIFIC PROJECT CONDITIONS MAY BE REQUIRED.
BASIC DESIGN INTENT IS TO BE RETAINED.
8. AFTER COMPLETION OF WORK ALL ADDITIONAL MATERIALS REMAINING DUE
TO CONSTRUCTION SHALL BECOME THE PROPERTY OF THE GENERAL
CONTRACTOR AND SHALL BE DISPOSED OF REMOVED FROM THE SITE IN
ACCORDANCE WITH ALL APPLICABLE LAWS, ORDINANCES, RULES, AND
REGULATIONS UNLESS NOTIFIED OTHERWISE CONTRACTOR SHALL ALSO
REMOVE ALL WASTE DEBRIS, RUBBISH, TOOLS, EQUIPMENT AND SURPLUS
MATERIALS UPON COMPLETION OF WORK THROUGHOUT CONSTRUCTION,
SITE SHALL BE ORGANIZED AND CLEANED BY CONTRACTOR ON A DAILY
BASIS.
9. PENETRATIONS INTO OR THROUGH, OF EITHER VERTICAL OR HORIZONTAL
FIRE RATED BARRIERS SHALL BE PROTECTED BY A SYSTEM LISTED BY A
RECOGNIZED TESTING AGENCY. PROVIDE A DETAIL AND LISTING NUMBER
PER NFPA 101 LIFE SAFETY CODE.
10. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT
LOCATION OF EQUIPMENT AND DEVICES AT CEILING . IF AN ITEM IS NOT
SHOWN SUBMIT RECOMMENDED LOCATION FOR ARCHITECT'S APPROVAL.
11. MATERIALS EXPOSED WITHIN SPACES ABOVE A CEILING BEING UTILIZED AS
A RETURN AIR PLENUM SHALL BE NON-COMBUSTIBLE, OR SHALL HAVE A
FLAME-SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED
INDEX OF NOT MORE THAN 50, AS DETERMINED IN ACCORDANCE WITH
ASTM E84.
12. CONTRACTOR SHALL COORDINATE VOLTAGE AND PHASE OF EACH ITEM OF
EQUIPMENT PRIOR TO ORDERING.
13. SMOKE DETECTORS SHALL BE LOCATED AS INDICATED IN THE MECHANICAL
SCHEDULES.
DESIGN NOTES:
1. OUTDOOR AIR DESIGN CONDITIONS:
CHARLOTTE, NORTH CAROLINA
ASHRAE FUNDAMENTALS HANDBOOK - 2017
SUMMER - 91.8°F DB / 74.1°F WB (1% COLUMN)
WINTER - 25.3°F (99% COLUMN)
2. INDOOR DESIGN CONDITIONS:
SUMMER - 75°F
WINTER - 70°F
DUCT WORK NOTES:
1. EXHAUST AIR DISCHARGE SHALL BE A MINIMUM OF THREE FEET HIGHER THAN
OR A MINIMUM OF TEN FEET FROM INTAKE HOODS.
2. ALL LAY-IN DIFFUSERS SHALL HAVE FOUR-WAY BLOW UNLESS NOTED
OTHERWISE.
3. MOUNTING FRAME OF CEILING MOUNTED AIR DISTRIBUTION DEVICES SHALL BE
COMPATIBLE WITH CEILING TYPE. REFER TO ARCHITECTURAL DRAWINGS FOR
CEILING TYPE.
4. PORTIONS OF DUCTWORK OR PIPING VISIBLE THROUGH GRILLES AND
REGISTERS IN FINISHED AREAS SHALL BE PAINTED FLAT BLACK.
5. MOUNT THERMOSTATS AND/OR TEMPERATURE SENSORS WHERE INDICATED
ON PLANS, 48" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE.
6. TRANSITION RECTANGULAR DUCTWORK ON THE BOTTOM AND THE SIDES.
MAINTAIN DUCTWORK LEVEL AS HIGH AS POSSIBLE UNLESS NOTED
OTHERWISE.
7. ALL DUCT TRANSITIONS FROM SQUARE TO ROUND SHALL BE SMOOTH
TRANSITION. SPIN-INS AT THE END OF CAPPED DUCTS ARE NOT ACCEPTABLE.
8. LINE ALL RETURN AIR DUCTWORK.
9. DUCT SIZES ARE SHOWN AS INSIDE CLEAR DIMENSIONS.
10. BRANCH ROUND DUCTWORK LOCATED ABOVE INACCESSIBLE CEILING OR
SERVING MORE THAN ONE DIFFUSER SHALL HAVE MANUAL DAMPER OMITTED
AND HAVE FACE OPERATED DAMPER IN EACH DIFFUSER UNLESS NOTED
OTHERWISE.
11. FLEXIBLE DUCT RUNOUTS TO DIFFUSERS SHALL BE INSTALLED FREE OF KINKS
AND SAGS. ALL DIFFUSER RUNOUTS SHALL BE SIZED TO MATCH THE INLET OF
THE DIFFUSER SERVED. MAX. LENGTH OF FLEXIBLE DUCT IS 6'-0" IN PUBLIC
AREAS AND 25'-0" IN THE APARTMENTS.
12. ACOUSTICALLY SEAL ALL DUCTWORK AND PIPING PENETRATIONS AT DEMISING
PARTITIONS TO STRUCTURE.
13. ALL FIRE AND FIRE/SMOKE DAMPERS, IF REQUIRED, SHALL MEET OR EXCEED
RATING OF PARTITION IN WHICH INSTALLED AS REQUIRED BY NORTH
CAROLINA MECHANICAL CODE, 2012.
14. KITCHEN EXHAUST, DRYER EXHAUST, AND COMBUSTION AIR DUCTS SHALL BE
SHEET METAL.
15. CEILING HEIGHTS SHOWN ON ARCHITECTURAL DRAWINGS MUST BE
MAINTAINED. NO DUCTWORK SHALL BE FABRICATED PRIOR TO RECEIPT OF
ACCEPTABLE SHOP DRAWINGS.
EQUIPMENT NOTES:
1. COORDINATE POWER REQUIREMENTS FOR THE BMS SYSTEM WITH THE
ELECTRICAL CONTRACTOR.
2. DASHED DOT LINE AROUND EQUIPMENT INDICATES MANUFACTURER'S
RECOMMENDED CLEARANCES FOR SERVICE, MAINTENANCE AND ACCESS.
CONTRACTOR SHALL MAINTAIN ALL REQUIRED CLEARANCES FOR ACTUAL
EQUIPMENT INSTALLED.
3. PROVIDE 4" HOUSEKEEPING PAD WITH NEOPRENE VIBRATION ISOLATORS
UNDER EQUIPMENT IN THE MECHANICAL ROOM.
ROOF PLAN NOTES:
1. CURB MOUNTED EQUIPMENT ROUTE PIPING AND CIRCUITING WITHIN CURB.
2. SEAL RACEWAYS AT BOUNDARIES OF COLD AND WARM ENVIRONMENTS.
3. ROOF PENETRATIONS SHALL BE IN ACCORDANCE WITH ROOFING SYSTEM'S
INSTRUCTIONS.
4. INSTALL PIPING, RACKS, AND EQUIPMENT AWAY FROM ROOF'S EDGE AND
BELOW PARAPET TO PREVENT BEING VISIBLE FROM PUBLIC AREAS. PAINT
EQUIPMENT AND RACEWAYS AS NECESSARY TO MATCH SURROUNDING AREAS.
5. MAINTAIN SEPARATION OF EXHAUST AND INLETS AS REQUIRED BY CODE.
6. INSTALL EQUIPMENT AND DUCTWORK TO PREVENT STANDING WATER ON FLAT
SURFACES.
7. MAINTAIN WORKING CLEARANCES FOR ACCESS PANELS AND EQUIPMENT
DOORS.
8. USE CORROSION RESISTANCE MATERIALS AND FASTENERS. PAINT CUT
FERROUS METALS WITH ZINC RICH PAINT.
PIPING NOTES:
1. ALL PIPING TO BE ROUTED AS HIGH AS POSSIBLE.
2. ALL REFRIGERANT PIPING SHALL BE LOCATED IN WALLS OF APARTMENTS AND SHALL
BE SPACED A MINIMUM OF 1” FROM BACK OF GYPSUM BOARD. LOCATE PIPING TO LIMIT
POTENTIAL DAMAGE FROM ANY ITEMS PENETRATING WALLS.
3. ACOUSTICALLY SEAL ALL PIPING PENETRATIONS AT DEMISING PARTITIONS TO
STRUCTURE.
4. CONTRACTOR TO COORDINATE ROUTING OF REFRIGERANT PIPING IN WALLS
WITH STRUCTURAL DESIGN AND OTHER TRADES. CONTRACTOR SHALL PROVIDE
PIPING PLAN FOR REVIEW PRIOR TO STARTING INSTALLATION.
5. ALL VALVES SHALL BE ACCESSIBLE THROUGH THE CEILING. PROVIDE ACCESS
PANELS WHERE CEILING IS NOT ACCESSIBLE.
6. AN AUTOMATIC AIR VENT SHALL BE PROVIDED AT THE HIGH POINT OF
CONDENSER WATER PIPING AND DRAIN LINE SHALL BE ROUTED TO THE
MECHANICAL ROOM FLOOR DRAIN.
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/10/2018 4:22:00 PM C:\Users\Dejong.LEPPARDJOHNSON\Documents\17062 - Mechanical_v17_Dejong.rvtM0−01
08.14.18MECHANICAL LEGENDS AND NOTES401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
SHEET INDEX
Sheet Number Sheet Name
M0-01 MECHANICAL LEGENDS AND NOTES
M1-01 MECHANICAL FLOOR PLAN - LEVEL 01 - GROUND LEVEL
M1-02 MECHANICAL FLOOR PLAN - LEVEL 02 - PARKING LEVEL P2
M1-03 MECHANICAL FLOOR PLAN - LEVEL 03-07 - TYPICAL PARKING LEVELS P3-P7
M1-08 MECHANICAL FLOOR PLAN - LEVEL 08 - PARKING LEVEL P8
M1-09 MECHANICAL FLOOR PLAN - LEVEL 09-14 - TYPICAL OFFICE LEVELS O1-O5
M1-15 MECHANICAL FLOOR PLAN - LEVEL 15-16 - TYPICAL OFFICE LEVELS O6-O7
M1-17 MECHANICAL FLOOR PLAN - LEVEL 17 - INTERSTITIAL LEVEL
M1-18 MECHANICAL FLOOR PLAN - LEVEL 18 - AMENITY/RESIDENTIAL LEVEL R1
M1-19 MECHANICAL FLOOR PLAN - LEVEL 19-29 - TYPICAL RESIDENTIAL UNIT
LEVELS R2-R12
M1-30 MECHANICAL FLOOR PLAN - LEVEL 30 - ROOF PLAN
M1-31 MECHANICAL FLOOR PLAN - LEVEL 31 - PENTHOUSE ROOF
M3-01 MECHANICAL UNIT PLANS
M3-02 MECHANICAL UNIT PLANS
M3-03 MECHANICAL UNIT PLANS
M3-04 MECHANICAL UNIT PLANS
M3-05 MECHANICAL UNIT PLANS
M4-01 MECHANICAL CONDENSER WATER FLOW DIAGRAM
M4-02 MECHANICAL OUTSIDE AIR RISER DIAGRAM
M4-03 MECHANICAL STAIR PRESSURIZATION DIAGRAM
M5-01 MECHANICAL SCHEDULES
M5-02 MECHANICAL SCHEDULES
M6-01 MECHANICAL DETAILS
M6-02 MECHANICAL DETAILS
M6-03 MECHANICAL DETAILS
M6-04 MECHANICAL DETAILS
Date Issue/Revision
08.14.18 ISSUED FOR
CONSTRUCTION
FCU-01-01 AND 02
102 OFFICE LOBBY 1825 10 19 5 0.06 205 1
122 OFFICE MAILROOM 114 5 1 5 0.06 12 1
123 BUILDING MAINTENANCE 106 5 1 5 0.06 11 1
126 RESIDENTIAL MAILROOM 213 10 2 5 0.06 23 1
128 RESIDENTIAL CORRIDOR 813 0 0 0 0.06 49
Ventilation Efficiency (Ev) = 1
Occupant Diversity (D) = 1.00 299
Zone Effectiveness (Ez) = 0.8 299
Notes:Total Required 299
1. Occupancy based upon occupant density from 2012 NC Mechanical Code.Total Provided 400
Uncorrected Total Required
Corrected Total Required
OA Calculation Per 2012 North Carolina Mechanical Code
Room
No. Room Sq. Ft.
People/ 1000
Sq. Ft People
CFM/
Person
CFM/
Sq. Ft.
Total
CFM Notes
FEC
FECFECFEFE
FEFECFVC GENERAL NOTES:
KEY NOTES:
RETAIL SPACE -SPLIT SYSTEM(S) BY TENANT. OUTSIDE
AIR AND EXHAUST AIR SHALL BE PROVIDED FROM
EXTERIOR CONTINUOUS BAND IN BUILDING FACADE BY
TENANT PROVIDED LOUVER(S).
PROVIDE SLEEVE FOR SET(S) OF REFRIGERANT LINES UP
TO LEVEL 03 FOR RETAIL TENANT.
FUTURE OUTSIDE AIR/INTAKE FOR FIRST FLOOR
RESIDENTIAL LOBBY FROM EXTERIOR CONTINUOUS BAND
IN BUILDING FACADE.
EXHAUST AIR TO EXTERIOR BUILDING FACADE, PROVIDE
VENT CAP.
INTAKE AIR FROM EXTERIOR BUILDING FACADE, PROVIDE
INTAKE CAP, MINIMUM SIZE AS NOTED.
INTAKE HOOD ON ROOF WITH MOTORIZED DAMPER.
INTERLOCK DAMPER WITH EXHAUST FAN.
ELECTRIC WALL HEATER WITH INTEGRAL THERMOSTAT.
INSTALL HEATER AT 18" ABOVE THE FINISHED FLOOR.
ELECTRIC UNIT HEATER, SUSPENDED FROM
STRUTURE/WALL, WITH UNIT MOUNTED THERMOSTAT.
ELECTRIC HEATER SHALL BE INSTALLED ABOVE THE
CEILING. HEATER SHALL BE PLENUM RATED.
FAN COIL UNIT , FLOOR MOUNTED. ROUTE REFRIGERANT
LINES TO CONDENSING UNIT ON LEVEL 02, P-2.
INLINE FAN FOR VENTILATION.
DUCTLESS SPLIT INDOOR FAN COIL UNIT ABOVE DOOR
OR INSTALLED ABOVE 6'-8". ROUTE REFRIGERNAT LINES
TO CONDENSING UNIT ON LEVEL 02.
CONTINUOUS LINEAR SUPPLY AIR SLOT, REFER TO
ARCHITECTURAL DRAWINGS FOR EXACT LENGTH.
PORTION OF SLOT NOT USED SHALL BE BLANKED OFF.
RETURN AIR SHALL BE PROVIDED THROUGH
ARCHITECTURAL OPENINGS (6.0 MINIMUN S.F. FREE
AREA) IN THE TIERED CEILINGS. MINIMUM OPEN AREA IS
50 LINEAR FEET BY 1 1/2 INCHES. REFER TO
ARCHETECTURAL DRAWINGS.
12" ROUND FROM GENERATOR TO EXTERIOR. INSULATE
PIPE WITH 2" OF CALCIUM SILICATE.
TRANSFER AIR DUCT ABOVE CEILINGS; SIZE AS NOTED.
INTAKE LOUVER, MINIMUM SF FREE AREA AS NOTED WITH
INSULATED PLENUM FULL SIZE OF LOUVER BY MINIMUM
12" WIDTH. NOTE WIDTH TO BE INCREASED IF DUCTWORK
IS DROPPING OUT OF BOTTOM OF PLENUM. PROVIDE
FIRE DAMPER AS NOTED.
EXHAUST/RELIEF LOUVER, MINIMUM SF FREE AREA AS
NOTED WITH PLENUM FULL SIZE OF LOUVER BY MINIMUM
12" WIDTH. NOTE WIDTH TO BE INCREASED IF DUCTWORK
IS DROPPING OUT OF BOTTOM OF PLENUM. PROVIDE
FIRE DAMPER AS NOTED.
PROVDIE 16 GAUGE WIRE MESS OVER DUCTWORK
OPENING IN TRASH ROOM.
TRENCH HEATER WITH CONTINUOUS LINEAR FLOOR
GRILLE -TYPE "L", REFER TO SCHEDULE ON M5-01.
45° INTAKE HOOD, SIZE AS NOTED WITH MESH SCREEN.
PROVIDE FIRE DAMPER AS NOTED.
TRENCH HEATER SHALL BE PROVIDED IN A SEPARATE
PERMIT. PROVIDE CONCRETE TRENCH FOR HEATER AT
THIS TIME.
OUTSIDE SENSOR SHALL ENERGIZE TRENCH HEATERS IN
LOBBY WHEN OUTDOOR AIR IS 50°F OR LOWER.
FAN COIL UNITS SERVING THE LOBBY SHALL EACH BE
CONTROLLED BY A PROGRAMMABLE THERMOSTAT
LOCATED IN THE BUILDING MAINTENANCE ROOM WITH
REMOTE SENSOR LOCATED IN THE SPACE AS SHOWN.
SENSOR SHALL BE ACI BUTTON SENSOR WITH STAINLESS
STEEL FINISH.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
1. SEE DRAWING M0-01 FOR GENERAL NOTES AND LEGENDS.
2. REFER TO ARCHITECTURAL DRAWINGS OR LOCATION AND
SIZE OF INTAKE AND EXHAUST LOUVERS.
15
16
17
18
19
20
21
22
23
24
1 823456
A
B
E.0.7
F
7
C.1
D.1
E.8
A.6.1
B.9
C
D
4.93.92.91.8
A.3
D.7
E
E.2
7.8
5.8 6.8
A.7
C.7.1
D.0.5
2.8 5.7
B.8
D.4
C.8
C.9
B.1
A.1
7.9
6.7
C.2
7.1
4.95
5.9
D.2
5.3
C.7.2
E.9
1 21212121212121212121212121212
2
1
OA AIR
3
EH-017
FCU-01-01
FCU-01-02
10
10
5
F-01-05
4
EH-0288EH-02
DFCU-01-01 12
DFCU-01-0212
EH-01 9
F-01-03 11
EH-0312
EH-03 12
EH-01 7
DFCU-01-0312
18
EH-02
8
EH-01 7
H-01-01
11
17
F-01-01
SD
SERVICE ELEVATOR LOBBY
119
MAIN ELECTRICAL ROOM
124
O3
TO3
O1
TO1
O2
TO2
BUILDING MAINTENANCE
130
STAIR #2
ST2
RESIDENTIAL SERVICE
CORRID0R
128
JANITOR'S CLOSET
123
TELECOM
121
FD
FD
FD
EMERGENCY ELECTRICAL
ROOM
125
FIRE PUMP ROOM
110
FIRE COMMAND CENTER
108
EMERGENCY GENERATOR
ROOM
117
RESIDENTIAL MAILROOM
126
BOH RESTROOM
134
14
14
1 212121212
12"x12"
EH-06EH-05
12"x10"18"x10"
12"x10"20"x12"S
S
EH-08
EH-07
FD
FD6"x6"
H 200 CFM
6"x6"
K 200 CFM
6"ø12"ø
10"ø
F-01-06
LINE OF BUILDING FACADE LINE OF BUILDING FACADE
FD
FD
SLOPE DUCTWORK WITH RAMP DOWN
4
FD
8"ø
6"x6"
H 75 CFM
(TYP 2)8"ø8"ø8"ø8"øF-01-04
1 21212
8"ø
F 200 CFM
6"ø
F 100 CFM
8"ø
F 200 CFM
8"x6"
K 125 CFM
8"ø
E 150 CFM
8"x6"
K 50 CFM
8"ø
F 150 CFM
6"x6"
K 75 CFM
24"x16"
J
6"ø
E 100 CFM
FCU-01-02
FCU-01-01
G
6"x6"
J24"x18"4'-0"
4'-0"
4'-0"
18"x18"
T
MOD
4'-0"
EH-02
EH-02
8
8
MOD
FD
12"x12"
H 350 CFM
11'-0" AFF
16"x16"16"x16"19
12"ø
15
90.0 SF
FREE AREA
40.0 SF
FREE AREA
HIGH
40.0 SF
FREE AREA
HIGH68.0 SF
FREE AREA 10"ø10"ø10"x10"
10"ø
12"x12"4'-0"
FD
FD
MOD
5.0 SF
FREE AREA
3.0 SF
FREE AREA
T
3.0 SF
FREE AREA
4.0 SF
FREE AREA
MOD 19
14"x6"
K 250 CFM
F-01-02
18
21 16"x16"14"x14"171186
1.0 SF
FREE AREA
1.0 SF
FREE AREA
FD
FD
F-01-07 11
11
CONTINUOUS
TYP 8 TAPS, 4'
PLENUMS
1600 CFM TOTAL
13
11
11
11 12"x12"14"x12"24"x16"
J
8"x6"
8"x6"
J
8"x8"24"x24"
C
G
10"x10"
4'-0"
8"x8"
16
16
16
16
GENERATOR
20
20
2020
NOTE: THIS SPACE
WILL BE APPLIED FOR
IN SEPARATE
PERMIT.
20X12 IN
VERTICAL
FD
R1
TR1
R2
TR2
MOD MOD
8"ø
F 200 CFM
CONTINUOUS SLOT
1 TAP
200 CFM TOTALCONTINUOUS SLOT
2 TAPS
400 CFM TOTAL
EH-02
8 22
22
R3
TR324"x16"16
FD
12"x12"
24
13
13TYP. 2
16
S 23
T
T
FCU-01-01
FCU-01-02
24
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/14/2018 4:33:30 PM C:\Users\Dejong.LEPPARDJOHNSON\Documents\17062 - Mechanical_v17_Dejong.rvtM1−01
08.14.18MECHANICAL FLOOR PLAN − LEVEL 01 − GROUND LEVEL401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"M1-01
1 MECHANICAL FLOOR PLAN - LEVEL 01 - GROUND LEVEL
Date Issue/Revision
08.14.18 ISSUED FOR
CONSTRUCTION
FEFEFE FEFE1 823456
A
B
E.0.7
F
7
C.1
D.1
E.8
A.6.1
B.9
C
D
4.93.92.91.8
A.3
D.7
E
E.2
7.8
5.8 6.8
A.7
C.7.1
D.0.5
2.8 5.7
B.8
D.4
C.8
C.9
B.1
A.1
7.9
6.7
C.2
7.1
4.95
5.9
D.2
5.3
C.7.2
E.9
3
M4-03
5
M4-03
F-02-01
DFCU-XX-01
48"x12"
CU-01-01
CU-01-02
DCU-01-02
DCU-01-01
6
DCU-01-03 2
5
7
2
2
6
1
ST-2
C
ST-1
B
STAIR #2
ST2
O1
TO1
O2
TO2
EH-013
EH-04 4
30"x30"48"x12"30"x8"
K 1000
CFM
30"x8"
K 1000
CFM
EH-01 3
FD
20.0 SF
FREE AREA
8
FSD
FSD
MOD
9
9
9
RESIDENTIAL / FIREMANS
ELEVATOR LOBBY
207
STAIR #1
ST1
O4
TO4
O3
TO3
DRY SPRINKLER ROOM
206
PARKING DECK ELEVATOR
S1
PARKING DECK ELEVATOR
VESTIBULE
210
R3
TR3
R1
TR1
R2
TR2
GENERAL NOTES:
KEY NOTES:
DUCTLESS SPLIT INDOOR FAN COIL UNIT ABOVE DOOR
OR INSTALLED ABOVE 6'-8". ROUTE REFRIGERANT LINES
TO CONDENSING UNIT ON THIS LEVEL.
DUCTLESS SPLIT CONDENSING UNIT.
ELECTRIC WALL HEATER WITH INTEGRAL THERMOSTAT.
INSTALL HEATER AT 18" ABOVE THE FINISHED FLOOR.
SURFACE MOUNTED CEILING HEATER WITH INTEGRAL
THERMOSTAT.
INLINE FAN FOR STAIR PRESSURIZATION. FAN SHALL BE
FLOOR MOUNTED WITH FIELD FABRICATED SUPPORTS
AND NEOPRENE VIBRATION ISOLATION PADS. PROVIDE
FIRE WRAP OR RATED ENCLOSURE AROUND DUCTWORK
FROM INTAKE AIR LOUVER. DUCTWORK IN STAIRWELL
SHALL BE IN RATED ENCLOSURE.
CONDENSING UNIT.
FUTURE ROUTE FOR REFRIGERANT LINES FROM RETAIL
ON LEVEL 01 TO LEVEL 03.
INTAKE LOUVER, MINIMUM SF FREE AREA AS NOTED WITH
PLENUM FULL SIZE OF LOUVER BY MINIMUM 12" WIDTH.
PROVIDE FIRE DAMPER AS NOTED.
PROVIDE DRAIN PAN UNDER HEAT PUMP CONDENSING
UNIT FOR CONDENSATE.
1
2
3
4
5
6
1. SEE DRAWING M0-01 FOR GENERAL NOTES AND LEGENDS.
2. REFER TO ARCHITECTURAL DRAWINGS OR LOCATION AND
SIZE OF INTAKE AND EXHAUST LOUVERS.
7
8
9
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/10/2018 4:15:37 PM C:\Users\Dejong.LEPPARDJOHNSON\Documents\17062 - Mechanical_v17_Dejong.rvtM1−02
08.14.18MECHANICAL FLOOR PLAN − LEVEL 02 − PARKING LEVEL P2401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"M1-02
1 MECHANICAL FLOOR PLAN - LEVEL 02 - PARKING LEVEL P2
Date Issue/Revision
08.14.18 ISSUED FOR
CONSTRUCTION
FEFEFE FEFE
1 823456
A
B
E.0.7
F
7
C.1
D.1
E.8
A.6.1
B.9
C
D
4.93.92.91.8
A.3
D.7
E
E.2
7.8
5.8 6.8
A.7
C.7.1
D.0.5
2.8 5.7
B.8
D.4
C.8
C.9
B.1
A.1
7.9
6.7
C.2
7.1
4.95
5.9
D.2
5.3
C.7.2
E.9
3
M4-03
5
M4-03
1
EH-013
ST-2
C
ST-1
B
O1
TO1
O2
TO2
PARKING DECK ELEVATOR
S1
7
2
EH-04 4
ELECTRICAL ROOM
508
O4
TO4
O3
TO3
?
?
?
?
RESIDENTIAL / FIREMANS
LOBBY
507
STAIR #1
ST1
DRY SPRINKLER ROOM
506
STAIR #2
ST2
PARKING DECK ELEVATOR
VESTIBULE
510
11
11
12
12
R3
TR3
TELECOM ROOM
509
14
13
DFCU-XX-01
GENERAL NOTES:
KEY NOTES:
DUCTLESS SPLIT INDOOR FAN COIL UNIT ABOVE DOOR
OR INSTALLED ABOVE 6'-8". ROUTE REFRIGERNAT LINES
TO CONDENSING UNIT.
DUCTLESS SPLIT CONDENSING UNIT.
ELECTRIC WALL HEATER WITH INTEGRAL THERMOSTAT.
INSTALL HEATER AT 18" ABOVE THE FINISHED FLOOR.
SURFACE MOUNTED CEILING HEATER WITH INTEGRAL
THERMOSTAT.EQUIPMENT NOTED OCCURS IN THIS
LOCATION ON LEVELS 3 THRU 6 ONLY.
FUTURE CONDENSING UNITS. UNIT SHALL BE PROVIDED
AND PERMITTED UNDER SEPARATE PACKAGE.
EQUIPMENT NOTED OCCURS IN THIS LOCATION ON LEVEL
3 ONLY.
FUTURE ROUTE FOR REFRIGERANT LINES FROM RETAIL
ON LEVEL 01. OCCURS ON LEVEL 03 ONLY.
DUCTLESS SPLIT CONDENSING UNIT FOR LEVEL 2,
OCCURS ON LEVEL 3 ONLY.
INTAKE DUCT FROM LOUVER WITH MOTOR OPERATED
DAMPER, INTERLOCKED WITH FAN.
INLINE FAN, TERMINATE DUCTWORK AT LOUVER. FAN
SHALL BE INTERLOCKED WITH LIGHT SWITCH AND BE
ENERGIZED FOR AN ADDITIONAL 15 MINUTES AFTER
LIGHTS HAVE BEEN TURNED OFF.
ARCHITECTURAL LOUVER, MINIMUN 1.0 SF FREE AREA,
WITH INSULATED PLENUM FULL SIZE OF LOUVER BY 12"
DEEP.
DUCTLESS SPLIT CONDENSING UNIT, OCCURS ON LEVELS
3 AND 6.
PROVIDE DRAIN PAN UNDER HEAT PUMP CONDENSING
UNIT FOR CONDENSATE.
DUCTLESS SPLIT CONDENSING UNIT. ONLY OCCURS ON
LEVEL 7.
DUCTLESS SPLIT INDOOR FAN COIL UNIT AT TOP OF
ELEVATOR SHAFT. ROUTE REGRIGERANT LINES TO
CONDENSING UNIT. OCCURS ON LEVEL 7 ONLY.
1
2
3
4
5
6
7
8
9
10
1. SEE DRAWING M0-01 FOR GENERAL NOTES AND LEGENDS.
2. REFER TO ARCHITECTURAL DRAWINGS OR LOCATION AND SIZE OF INTAKE
AND EXHAUST LOUVERS.
11
12
13
14
8
F
E.2
7.8
6.8
7.9
6.7
E.9
DFCU-07-02
8"x8"
J
F-07-01
MOD8"x8"
10
8 10
1
FD
DOG WASH
713
9
D.1
D
D.0.5
D.4
C.9
4.95
D.2
5.3
DFCU-03-02
DFCU-06-02
2
2
CU-01-03 CU-01-04CU-01-05CU-01-06DCU-03-02FUTURE RETAILFUTURE RETAIL5555DCU-XX-01
DCU-06-02
DCU-XX-01
6
7
2
11
11
12
12
DFCU-07-03
DCU-07-03
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/10/2018 4:28:23 PM C:\Users\Dejong.LEPPARDJOHNSON\Documents\17062 - Mechanical_v17_Dejong.rvtM1−03
08.14.18MECHANICAL FLOOR PLAN − LEVEL 03−07 − TYPICAL PARKING LEVELS P3−P7401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"M1-03
1 MECHANICAL FLOOR PLAN - LEVEL 03-07 - TYPICAL PARKING LEVELS P3-P7
SCALE: 1/8" = 1'-0"M1-03
3 MECHANICAL FLOOR PLAN -LEVEL 7 - DOG WASH
SCALE: 1/8" = 1'-0"M1-03
4 MECHANICAL FLOOR PLAN - LEVEL 03 AND 06 - ELECTRICAL ROOMS
Date Issue/Revision
08.14.18 ISSUED FOR
CONSTRUCTION
FE FEFE1 823456
A
B
E.0.7
F
7
C.1
D.1
E.8
A.6.1
B.9
C
D
4.93.92.91.8
A.3
D.7
E
E.2
7.8
5.8 6.8
A.7
C.7.1
D.0.5
2.8 5.7
B.8
D.4
C.8
C.9
B.1
A.1
7.9
6.7
C.2
7.1
4.95
5.9
D.2
5.3
C.7.2
E.9
3
M4-03
5
M4-03
F-08-01
DFCU-XX-011
6
EH-013
ST-2
C
4
M4-03
ST-2
B
ST-1
B
2EH-03
EH-03
EH-03
EH-03EH-03EH-03
EH-03
EH-03
5
5
555
5
5
EH-03 5
DCU-XX-012MOD
EH-03
EH-03
EH-03
EH-03 5
5
5
2DCU-XX-01DCU-07-02O2
TO2
O1
TO1
STAIR #2
ST2
5
7WALKWAY ABOVE DRIVE AISLE
5
48"x12"30"x30"4
RESIDENTIAL FIREMANS
LOBBY
807
O4
TO4
O3
TO3
STAIR #1
ST1
DCU-08-022DFCU-08-02 1
8888GENERAL NOTES:
KEY NOTES:
DUCTLESS SPLIT INDOOR FAN COIL UNIT ABOVE DOOR
OR INSTALLED ABOVE 6'-8". ROUTE REFRIGERNAT LINES
TO CONDENSING UNIT.
DUCTLESS SPLIT CONDENSING UNIT.
ELECTRIC WALL HEATER WITH INTEGRAL THERMOSTAT.
INSTALL HEATER AT 18" ABOVE THE FINISHED FLOOR.
45° INTAKE HOOD, SIZE AS NOTED WITH MESH SCREEN.
PROVIDE FIRE DAMPER AS NOTED.
PLENUM RATED HEATERS WITH UNIT MOUNTED
THERMOSTAT ABOVE CEILING FOR OFFICE FLOOR
ABOVE.
INLINE FAN FOR STAIR PRESSURIZATION. FAN SHALL BE
SUSPENDED FROM STRUCTURE WITH VIBRATION
ISOLATION HANGERS. PROVIDE FIRE WRAP OR RATED
ENCLOSURE AROUND DUCTWORK FROM INTAKE AIR
HOOD. DUCTWORK IN STAIRWELL SHALL BE IN RATED
ENCLOSURE.
LOCATION OF LEVEL 7 CONDENSING UNIT.
PROVIDE DRAIN PAN UNDER HEAT PUMP CONDENSING
UNIT FOR CONDENSATE.
1
2
3
4
5
6
7
1. SEE DRAWING M0-01 FOR GENERAL NOTES AND
LEGENDS.
2. REFER TO ARCHITECTURAL DRAWINGS OR LOCATION
AND SIZE OF INTAKE AND EXHAUST LOUVERS.
8
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/10/2018 4:16:59 PM C:\Users\Dejong.LEPPARDJOHNSON\Documents\17062 - Mechanical_v17_Dejong.rvtM1−08
08.14.18MECHANICAL FLOOR PLAN − LEVEL 08 − PARKING LEVEL P8401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"M1-08
1 MECHANICAL FLOOR PLAN - LEVEL 08 - PARKING LEVEL P8
FD
Date Issue/Revision
08.14.18 ISSUED FOR
CONSTRUCTION
FE
FECFVC FE1 823456
A
B
E.0.7
F
7
C.1
D.1
E.8
A.6.1
B.9
C
D
4.93.92.91.8
A.3
D.7
E
E.2
7.8
5.8 6.8
A.7
C.7.1
D.0.5
2.8 5.7
B.8
D.4
C.8
C.9
B.1
A.1
7.9
6.7
C.2
7.1
4.95
5.9
D.2
5.3
C.7.2
E.9
1 2121212
3
M4-0328"x12"72"x20"
1725 CFM
RELIEF64"x20"64"x20"12
3
4
5 5
88 PIU-XX-01
6
4
M4-03
3
M4-02
MOD
FSD
4
M4-02
RA
1
OA
3
ST-2
B
ST-1
B
FSD
SCU-XX-01
48"x30"
24"x30"
2 4 "x 3 0 "MOD
3000 CFM 2400 CFM
ELEVATOR LOBBY
901
FIREMANS ELEVATOR LOBBY
907
TELECOM ROOM
909
ELECTRICAL ROOM
908
TENANT CORRIDOR
911
STAIR #2
ST2
SERVICE ELEVATOR LOBBY
905
MECHANICAL ROOM
906
O1
TO1
O2
TO2
WOMEN'S BATHROOM
903
MEN'S BATHROOM
902
STAIR #1
ST1
1 21212121212
12"x12"
C 75 CFM
10"x10"
10"x10"
6"Ø (TYP. 8)12"x12"6"x6"
H 75 CFM
8"ø
E 150 CFM
4'-0"
6"ø
E 100 CFM
8"ø
E 150 CFM
4'-0"
2'-0"
8"ø
E 150 CFM
4'-0"8"x8"8"x8"
K 250 CFM
O3
TO3
O4
TO4
JANITOR'S CLOSET
904
MECHANICAL ROOM
906
G
EH-097
EH-09
EH-09
EH-09EH-09 7 7
7
7
EH-09 7
10
8"ø10"ø10"øLEVEL O1 0NLY8T
T
8"x8"
F-XX-01
1 2
8"x8"
H 250 CFM
9
10
SD
4'-0"
11
FSD
PIU-XX-01
F-XX-01
SD
SD
R3
TR3
R1
TR1
R2
TR2
12
12
12 12
FD
FD
FD1314
14
13
GENERAL NOTES:
1. SEE DRAWING M0-01 FOR GENERAL NOTES AND
LEGENDS.
2. MATERIALS EXPOSED WITHIN SPACES ABOVE A
CEILING BEING UTILIZED AS A RETURN AIR PLENUM
SHALL BE NON-COMMBUSTIBLE, OR SHALL HAVE A
FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A
SMOKE DEVELOPED INDEX OF NOT MORE THAN 50, AS
DETERMINED IN ACCORDANCE WITH ASTM E84.
3. DUCTWORK DIMENSIONS ARE CLEAR INSIDE
DIMENSIONS.
KEY NOTES:
SELF CONTAINED WATER PACKAGE UNIT, 17,500 CFM.
PROVIDE 4" HOUSEKEEPING WITH NEOPRENE ISOLATION
PADS, REFER TO DETAIL 9/M6-02.
CONDENSER WATER SUPPY AND RETURN RISERS.
PROVIDE 3" CWS&R WITH SHUT-OFF VALVES TO UNIT.
REFER TO FLOW DIAGRAM FOR ADDITIONAL VALVES.
OUTSIDE AIR RISER, 3000 CFM CONNECT 20X20 DUCT
WITH FIRE SMOKE DAMPER AT CHASE PENETRATION.
PROVIDE OUTDOOR AIR MONITORING STATION AND
MOTORIZED DAMPER IN DUCTWORK TO REGULATE
OUTSIDE AIR FLOW, INTERLOCK WITH RETURN/RELIEF
MOTORIZED DAMPER. ALL OUTSIDE AIR DUCTWORK
SHALL BE PROVIDED WITH 1-1/2" INSULATION, MINIMUM
R=6.
RELIEF/EXHAUST RISER. CONNECT 30X12 WITH FIRE
SMOKE DAMPERS AT CHASE PENETRATION, 2400 CFM
TOTAL. PROVIDE MOTORIZED INTERLOCKED WITH OA
MOTORIZED DAMPER.
RETURN AIR DUCTWORK, SIZE AS NOTED, SHALL BE
LINED WITH 1" LINING.
SERIES POWERED INDUCTION UNIT. REFER TO DETAIL
2/M6-03. PROVIDE LOW PRESSURE DUCTWORK AND AIR
DISTRIBUTION IN BASE BUILDING PACKAGE.
UNIT HEATERS WITH UNIT MOUNTED THERMOSTAT
INSTALLED TO TEMPER SPACE PRIOR TO TENANT
OCCUPANCY.
10" Ø FROM MP DUCT TO SERIES CORE BOX. DUCT IS
TEMPORARY UNTIL MP DUCTWORK IS INSTALLED. WHEN
MP DUCTWORK IS INSTALLED, CONNECT AS NOTED ON
M1-15.
TRANSFER AIR OPENING ABOVE THE CEILING, SIZE AS
NOTED.
REFER TO ARCHITECTURAL DRAWINGS IF ELEVATOR
LOBBY IS TO BE FINISHED AT THIS TIME. IF NOT, CAP
DUCTWORK ABOVE THE LOBBY CEILING FOR FUTURE.
SMOKE DETECTOR -CEILING MOUNTED BEHIND UNIT IN
RETURN AIR PATH.
FOR FUTURE ROUTING. MEDIUM PRESSURE DUCT SHALL
BE INSTALLED A MINIMUM OF 8'-0" FROM THE PERIMETER
OF THE CORE WALLS. PROVIDE 1-1/2" INSULATION,
MINIMUM R=6. MEDIUM PRESSURE DUCTWORK SHALL
EXTEND TO CLEAR STAIR ON LEVEL 09, PLAN WEST SIDE.
SEE SHEET M1-15 FOR LAYOUT.
TRANSFER STAIR OCCURS ON LEVEL O1 ONLY, DOWN TO
P8.
SMOKE DAMPER AT WALL PENETRATION.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/10/2018 4:17:28 PM C:\Users\Dejong.LEPPARDJOHNSON\Documents\17062 - Mechanical_v17_Dejong.rvtM1−09
08.14.18MECHANICAL FLOOR PLAN − LEVEL 09−14 − TYPICAL OFFICE LEVELS O1−O5401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"M1-09
1 MECHANICAL FLOOR PLAN - LEVEL 09-14 - TYPICAL OFFICE LEVELS O1-O5
Date Issue/Revision
08.14.18 ISSUED FOR
CONSTRUCTION
FE
FEC FECFVC FE1 823456
A
B
E.0.7
F
7
C.1
D.1
E.8
A.6.1
B.9
C
D
4.93.92.91.8
A.3
D.7
E
E.2
7.8
5.8 6.8
A.7
C.7.1
D.0.5
2.8 5.7
B.8
D.4
C.8
C.9
B.1
A.1
7.9
6.7
C.2
7.1
4.95
5.9
D.2
5.3
C.7.2
E.9
3
M4-03
4
M4-03 3
M4-02
4
M4-02
54"x14"
72"x20"54"x14"54"x14"42"x14"42"x14"PIU-XX-05
PIU-XX-04
PIU-XX-03
SCU-XX-01 12
3
4
5 5
6
8
8 8
8
8
PIU-XX-01
7
7
7
7
RA
1
OA
3
G
4'-0"
6"ø
E 100 CFM
8"ø
E 150 CFM
4'-0"
4'-0"
2'-0"
6"x6"
H 75 CFM
8"x8"
J
8"x8"
K
T F-XX-01
12"x12"
C 75 CFM
6"Ø (TYP. 8)28"x12"12"x12"24"x30"
2 4 "x 3 0 "48"x30"
MOD 8"x8"8"x8"
H 150 CFM
10
9
MEN'S BATHROOM
1014
O3
TO3
O4
TO4
O2
TO2
O1
TO1
PIU-XX-02
SD
11
10"x10"
MOD
FSD
ST-2
B
ST-1
B
FSD3000 CFM 2400 CFM
TPIU-XX-01
F-XX-01
SD
SD
FD
FD
FD
8"ø
E 150 CFM
4'-0"
10"x10"
8"ø
E 150 CFM
12
12
GENERAL NOTES:
1. SEE DRAWING M0-01 FOR GENERAL NOTES AND
LEGENDS.
2. MATERIALS EXPOSED WITHIN SPACES ABOVE A
CEILING BEING UTILIZED AS A RETURN AIR PLENUM
SHALL BE NON-COMMBUSTIBLE, OR SHALL HAVE A
FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A
SMOKE DEVELOPED INDEX OF NOT MORE THAN 50,
AS DETERMINED IN ACCORDANCE WITH ASTM E84.
3. DUCTWORK DIMENSIONS ARE CLEAR INSIDE
DIMENSIONS.
KEY NOTES:
SELF CONTAINED WATER PACKAGE UNIT, 17,500 CFM.
PROVIDE 4" HOUSEKEEPING WITH NEOPRENE ISOLATION
PADS, REFER TO DETAIL 9/M6-02.
CONDENSER WATER SUPPY AND RETURN RISERS.
PROVIDE 3" CWS&R WITH SHUT-OFF VALVES TO UNIT.
REFER TO FLOW DIAGRAM FOR ADDITIONAL VALVES.
OUTSIDE AIR RISER, 3000 CFM CONNECT 20X20 DUCT
WITH FIRE SMOKE DAMPER AT CHASE PENETRATION.
PROVIDE OUTDOOR AIR MONITORING STATION AND
MOTORIZED DAMPER IN DUCTWORK TO REGULATE
OUTSIDE AIR FLOW, INTERLOCK WITH RETURN/RELIEF
MOTORIZED DAMPER. ALL OUTSIDE AIR DUCTWORK
SHALL BE PROVIDED WITH 1-1/2" INSULATION, MINIMUM
R=6.
RELIEF/EXHAUST RISER. CONNECT 30X12 WITH FIRE
SMOKE DAMPERS AT CHASE PENETRATION, 2400 CFM
TOTAL. PROVIDE MOTORIZED INTERLOCKED WITH OA
MOTORIZED DAMPER.
RETURN AIR DUCTWORK, SIZE AS NOTED, SHALL BE
LINED WITH 1" LINING.
SERIES POWERED INDUCTION UNIT. REFER TO DETAIL
2/M6-03. PROVIDE LOW PRESSURE DUCTWORK AND AIR
DISTRIBUTION IN BASE BUILDING PACKAGE AS NOTED.
PARALLEL POWERED INDUCTION UNIT INSTALLED TO
TEMPER SPACE PRIOR TO TENANT OCCUPANCY.
PROVIDE THERMOSTAT WITH 100' WIRE, COILED UP BY
UNIT. LOW PRESSURE DUCTWORK AND AIR
DISTRIBUTIONTO BE PROVIDED BY TENANT. TENANTS
SHALL PROVIDE ADDITIONAL BOXES AS REQUIRED.
MEDIUM PRESSURE DUCT SHALL BE INSTALLED A
MINIMUM OF 8'-0" FROM THE PERIMETER OF THE CORE
WALLS. PROVIDE 1-1/2" INSULATION, MINIMUM R=6.
TRANSFER AIR OPENING ABOVE THE CEILING, SIZE AS
NOTED.
REFER TO ARCHITECTURAL DRAWINGS IF ELEVATOR
LOBBY IS TO BE FINISHED AT THIS TIME. IF NOT, CAP
DUCTWORK ABOVE THE LOBBY CEILING FOR FUTURE.
SMOKE DETECTOR -CEILING MOUNTED BEHIND UNIT IN
RETURN AIR PATH.
SMOKE DAMPER AT WALL PENETRATION.
1
2
3
4
5
6
7
8
9
10
11
12
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/10/2018 4:27:26 PM C:\Users\Dejong.LEPPARDJOHNSON\Documents\17062 - Mechanical_v17_Dejong.rvtM1−15
08.14.18MECHANICAL FLOOR PLAN − LEVEL 15−16 − TYPICAL OFFICE LEVELS O6−O7401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"M1-15
1 MECHANICAL FLOOR PLAN - LEVEL 15-16 - TYPICAL OFFICE LEVELS O6-O7
Date Issue/Revision
08.14.18 ISSUED FOR
CONSTRUCTION
1
1
8
823456
AA
B
B
E.0.7
FF
7
C.1
D.1
E.8
B.9
C
D
3.92.91.8
A.3
7.86.8
A.7
C.7.1
D.0.5
2.8
2.8
5.7
5.7
B.8
B.8
D.4D.4
B.1
C.2
7.1
5.9
D.2D.2
5.3
5.3
RESIDENTIAL
SERVICE /
FIREMANS
ELEVATOR
LOBBY
1707
STAIR #1
ST1STAIR #2
ST2
STAIR #2
ST2
UTILITY
TRANSFER
AREA
1713
POOL PUMP
ROOM
1705
C.7.2
POOL
CHEMICAL
ROOM
1703
R1
TR1
R2
TR2
R3
TR3
3
M4-03
5.9
DFCU-17-01
4
M4-03
ST-2
B
ST-1
B
3
M4-02
2
M1-17
4
M4-02
RA
1
4
EH-02 4
EH-02 4
EH-02
4
F-17-01
1
OA
3
3
UTILITY TRANSFER AREA
1713
8
9
CWS
CWR
CWSCWRCWR
CWS
CWSCWR60"x30"60"x30"66"x24"
50"x30"
ERU-01
7
7 10
14 15
104"x52"104"x24"72"x36"16
FSD
FSD 20"x20"20"x20"20"x20"
MOD
20"x20"20"x20"20"x20"36"x12"12
EH-01
EH-01
EH-02
F-17-02
F-17-0350"x30"50"x30"
60"x30"
6"x6"
K 100 CFM
(TYP 2)8"ø6"ø8"ø
8"ø8"ø 20"x20"20"x20"
20"x20"40"x20"40"x20"48"x20"18"x18"
10"x10"
K 300 CFM
10"x10"
K 300 CFM
16"x14"
10"x10"
K 300 CFM
TYP.2
10"x10"
K 300 CFM
TYP.2
EH-02
EH-02 EH-024
4
EH-02 4 4DFCU-17-02
10"x10"
K 300 CFM
10"x10"
K 0 CFM
14"x14"10"x10"10"x10"12"x12"
12"x12"
18"x18"18"x18"BELOW POOL BOXBELOW POOL BOXSLOPE UP
SLOPE DN
8"øSLOPE UP
SLOPE DN
FD
FD
FD
DN
EH-02
EH-02 4
4
8.0 SF FREE AREA
8.0 SF FREE AREA
14
15
13
FD
FD 18
19
17
17
19
20"x20"
FD
18
FD
7760.5 SF FREE AREA
13
FDFD
50.0 SF FREE AREA 14 2.0 SF FREE AREA
FD
13 42.0 SF FREE AREA
12
11
6
5
5
121117 14"x14"6"x6"
H 100 CFM
20
20 21
21
10"x10"10"x10"10"x10"
K 300 CFM
BD
BD BD BD BD
FD
FDFD
MOD
FD FD
FD FD
FD
2210"x10"10"x10"
K 300 CFM
BD
UP FROM OFFICE
30"x50"FD
DOWN TO BELOW POOL BOX
48"x20"
IN VERTICAL
10"x10"
MOD
GENERAL NOTES:
KEY NOTES:
INLINE FAN FOR STAIR PRESSURIZATION. FAN SHALL BE
FLOOR MOUNTED WITH FIELD FABRICATED SUPPORTS
AND NEOPRENE VIBRATION ISOLATION PADS. PROVIDE
FIRE WRAP OR RATED ENCLOSURE AROUND DUCTWORK
FROM INTAKE AIR LOUVER. DUCTWORK IN STAIRWELL
SHALL BE IN RATED ENCLOSURE.
OUTSIDE AIR DUCT DOWN TO OFFICE. PROVIDE FIRE
SMOKE DAMPER AT CHASE PENETRATION.
RETURN/RELIEF DUCT UP FROM OFFICE. PROVIDE FIRE
SMOKE DAMPER AT CHASE PENETRATION.
ELECTRIC UNIT HEATER SUSPENDED FROM STURCTURE,
WITH UNIT MOUNTED THERMOSTAT.
ELECTRIC WALL HEATER HEATER WITH INTEGRAL
THERMOSTAT. INSTALL HEATER AT 18" ABOVE THE
FINISHED FLOOR.
6" Ø EXHAUST AIR DUCT TERMINATE AT 12" ABOVE
FINISHED FLOOR. PROVIDE BALANCING DAMPER IN
VERTICAL.
ROUTE DUCTWORK THRU STRUCTURAL BEAM
PENETRATION.
8" CWS&R RISERS DOWN FROM PENTHOUSE.
8" CWS&R RISER DOWN TO OFFICE.
ENERGY REVOCERY UNIT -PROVIDE 4" HOUSEKEEPING
PAD FOR UNIT . ROUTE 4" CWS&R TO UNIT. MINIMUM
HEIGHT CLEAR FOR UNIT IS 12'-0" CLEAR.
RETURN/RELIEF AIR DUCTWORK SHALL BE ROUTED UP
FROM OFFICE VERTICAL CHASE AND SHALL BE ROUTED
TO THE ERU UNIT. PROVIDE FIRE SMOKE DAMPER AT
CHASE PENETRATION. DUCTWORK SHALL BE INSULATED.
OUTSIDE AIR DUCTWORK SHALL BE ROUTED FROM THE
ERU UNIT TO THE OFFICE VERTICAL CHASE AND DOWN
TO THE OFFICE SPACE. PROVIDE FIRE SMOKE DAMPER
AT CHASE PENETRATION. DUCTWORK SHALL BE
INSULATED.
INTAKE LOUVER, MINIMUM SF FREE AREA AS NOTED WITH
INSULATED PLENUM FULL SIZE OF LOUVER BY MINIMUM
12" WIDTH. NOTE WIDTH TO BE INCREASED IF DUCTWORK
IS DROPPING OUT OF BOTTOM OF PLENUM. PROVIDE
FIRE DAMPER AS NOTED.
EXHAUST/RELIEF LOUVER, MINIMUM SF FREE AREA AS
NOTED WITH PLENUM FULL SIZE OF LOUVER BY MINIMUM
12" WIDTH. NOTE WIDTH TO BE INCREASED IF DUCTWORK
IS DROPPING OUT OF BOTTOM OF PLENUM. PROVIDE
FIRE DAMPER AS NOTED.
MAINTAIN MINIMUM 10'-0" BETWEEN INTAKE AND
EXHAUST LOUVERS.
DUCTWORK TRANSITION, MINIMUM 4'-0", BETWEEN UNITS.
PRETREATED OUTSIDE AIR DUCT DOWN FROM FLOOR
ABOVE; SIZE AS NOTED. PROVIDE FIRE DAMPER AT SLAB
PENETRATION.
RELIEF AIR DUCTWORK DOWN FROM FLOOR ABOVE; SIZE
AS NOTED. PROVIDE FIRE DAMPER AT SLAB
PENETRATION.
OUTSIDE AIR DUCTWORK UP TO FLOOR ABOVE; SIZE AS
NOTED. PROVIDE FIRE DAMPER AT SLAB PENETRATION.
IN LINE FAN SUSPENDED FROM STRUCTURE.
FANS F-17-02 AND F-17-03 SHALL BE INTERLOCKED TO
OPERATE SIMULTANEOUSLY WITH MOTOR OPERATED
DAMPER IN INTAKE DUCWORK TO FAN F-17-02 TO OPEN
WHEN FANS ARE ENERGIZED.
RELIEF AIR/EXHAUST DUCTWORK, PROVIDE FIRE DAMPER
AT SLAB PENETRATION.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
1. SEE DRAWING M0-01 FOR GENERAL NOTES AND LEGENDS.
2. REFER TO ARCHITECTURAL DRAWINGS OR LOCATION AND SIZE OF INTAKE
AND EXHAUST LOUVERS.
18
19
20
21
22
84
LEVEL 17 − INT
915’ − 1"
LEVEL 18 − AMENITY − R1
923’ − 10"
4.93.9 7.85.8 6.85.7 7.96.74.95 5.95.3
30"x60"
24"x66"
3 0 "x 5 0 "30"x50"
RA BEHIND
SA
30"x60"
52"x104"
72"x36"24"x104"ERU-01
10 17
11
1112
13R2 LEVEL
939' - 7"36"x12"RA DUCTWORK
20"x20"
60"x30
OA
60"x30
RA
TO OFFICE CHASE
UNIT HEATER
INLINE FAN
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/10/2018 4:19:06 PM C:\Users\Dejong.LEPPARDJOHNSON\Documents\17062 - Mechanical_v17_Dejong.rvtM1−17
08.14.18MECHANICAL FLOOR PLAN − LEVEL 17 − INTERSTITIAL LEVEL401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"M1-17
1 MECHANICAL FLOOR PLAN - LEVEL 17 - INTERSTITIAL LEVEL
SCALE: 1/8" = 1'-0"M1-17
2 INTERSTITIAL LEVEL ERU-01
Date Issue/Revision
08.14.18 ISSUED FOR
CONSTRUCTION
R.DWFECFE
R.FECDW
R.R.DWR.DW
R.R.DWR.R.
DW
DW
R.
R.
DW
1 823456
A
B
E.0.7
F
7
C.1
D.1
E.8
A.6.1
B.9
C
D
4.93.92.91.8
A.3
D.7
E
E.2
7.8
5.8 6.8
A.7
C.7.1
D.0.5
2.8 5.7
B.8
D.4
C.8
C.9
B.1
A.1
7.9
6.7
C.2
7.1
4.95
5.9
D.2
5.3
C.7.2
E.9
1
M4-02
2
M4-02
14"x6"22"x18"FSD(2)
8"x6"
12"x12"
2
1
1
1 1
2
2
2
1
10"x6"2
8"x6"1
1
3
3
13
6
EH-01
4
F-18-02
28"x18"20"x6"FSD
8"x6"
1
M4-03
2
M4-03
OA
1
OA
2
1
2
M1-17
4
M4-02
1
ST-1
A
ST-2
A
3
MOD
3
LEASING OFFICE
1805
UNIT 1-K
X091
UNIT 1-G
X081
UNIT 1-H
X071
UNIT 1-J
X061
UNIT S-A
X051
UNIT 1-A
X041
UNIT 1-B
X031 UNIT 1-B ALT
X021
UNIT 1-C
X011
CLUB ROOM
1824
YOGA ROOM
1821
FITNESS CENTER
1820
STAIR #1
ST1
JANITOR'S CLOSET
1809
5
8
14"x6"
2
14"x6"
18"x18"18"x18"14"x6"
K 100 CFM
8"x6"
K 135 CFM
F-18-01
6"x6"
C 50 CFM
8"x6"
K 130 CFM
8"x6"
K 130 CFM
8"x6"
K 130 CFM
FSDEH-03
EH-03
7
7
8"x6"
4"ø
8"x6"
6"x6"
C 100 CFM
6"x6"
C 50 CFM
9
9
EH-03
EH-03 7
7
6
12"x12"
12"x12"
NOTE: THIS SPACE
WILL BE APPLIED FOR
IN SEPARATE
PERMIT.
NOTE: THIS SPACE
WILL BE APPLIED FOR
IN SEPARATE
PERMIT.
NOTE: THIS SPACE
WILL BE APPLIED FOR
IN SEPARATE
PERMIT.
10
11
11
FSD
FSD
9
6"x6"6"x6"6"x6"
J TYP. 4
MOD
3
12
12
31212
MODMOD
MOD
FSD
ELECTRICAL
1814
RESIDENTIAL / FIREMANS
ELEVATOR LOBBY
1806
TYP. CORRIDOR
1730
R1
TR1
R2
TR2
R3
TR3
UNISEX BATHROOM
1807
MEN'S BATHROOM
1804
WOMEN'S BATHROOM
1803
8"x8"
J
(TYP.2)
GENERAL NOTES:
1. SEE DRAWING M0-01 FOR GENERAL NOTES AND LEGENDS.
2. REFER TO ARCHITECTURAL DRAWINGS OR LOCATION
AND SIZE OF INTAKE AND EXHAUST LOUVERS.
KEY NOTES:
6X4 OA DUCT FOR APARTMENT UNITS FROM CORRIDOR,
SEE INDIVIDUAL UNITS FOR CONTINUATION.
OUTSIDE AIR FOR AMENITY SPACE AND LEASING AREA
FROM OUTSIDE AIR UNIT.
FUTURE FAN COIL UNIT. UNITS SHALL BE PROVIDED AND
PERMITTED UNDER SEPARATE PACKAGE.
CEILING CABINET FAN, TERMINATE DUCTWORK AT
ARACHITECTURAL LOUVER.
INLINE FAN, TERMINATE DUCTWORK AT ARCHITECTURAL
LOUVEROUTSIDE OF BUILDING.
ARCHITECTURAL LOUVER, MINIMUM 2 SF FREE AEA WITH
INSULATED PLENUM FULL SIZE OF LOUVER BY MINIMUM
12" WIDTH.
PLENUM RATED HEATERS WITH UNIT MOUNTED
THERMOSTAT ABOVE CEILING FOR APARTMENT UNITS
ABOVE. PROVIDE ACCESS PANELS FOR MAINTENANCE.
REFER TO ACHITECTURAL DRAWINGS FOR LOCATION.
8" CWS & CWR RISERS.
TRANSFER AIR DUCT ABOVE CEILING, SIZE AS NOTED.
DUCT DOWN THROUGH GRILLE IN CORRIDOR. REFER TO
TO DETAIL 8/M6-01.
18X18 PRETREATED OA DUCT DOWN TO FLOOR BELOW.
PROVIDE FIRE DAMPER AT SLAB PENETRATION.
12X12 PRETREATED OA DUCT DOWN TO FLOOR BELOW.
PROVIDE FIRE DAMPER AT SLAB PENETRATION.
20X20 OUTSIDE AIR/ REIELF AIR, UP FROM BELOW, SHALL
BE CAPPED AT SLAB WITH FIRE DAMPER FOR FUTURE.
ELECTRIC WALL HEATER HEATER WITH INTEGRAL
THERMOSTAT. INSTALL HEATER AT 18" ABOVE THE
FINISHED FLOOR.
1
2
3
4
5
6
7
8
9
10
11
12
13
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/10/2018 4:18:31 PM C:\Users\Dejong.LEPPARDJOHNSON\Documents\17062 - Mechanical_v17_Dejong.rvtM1−18
08.14.18MECHANICAL FLOOR PLAN − LEVEL 18 − AMENITY/RESIDENTIAL LEVEL R1401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"M1-18
1 MECHANICAL FLOOR PLAN - LEVEL 18 - AMENITY/RESIDENTIAL LEVEL R1
Date Issue/Revision
08.14.18 ISSUED FOR
CONSTRUCTION
FE
FEC
FECDW
R.
DW
R.R.DWR.
DW
DWR.R.DW
R.DWR.DWDW
R.R.DW
R.R.DWDW R.DWR.DW
R.
R.
DW
R.
DW
1 823456
A
B
E.0.7
F
7
C.1
D.1
E.8
A.6.1
B.9
C
D
4.93.92.91.8
A.3
D.7
E
E.2
7.8
5.8 6.8
A.7
C.7.1
D.0.5
2.8 5.7
B.8
D.4
C.8
C.9
B.1
A.1
7.9
6.7
C.2
7.1
4.95
5.9
D.2
5.3
C.7.2
E.9
1
M4-02
FSD(2)
2
M4-02
FSD(2)
10"x8"12"x6"10"x6"8"x6"
1
1 1
1
1
1
1
1
1 1
1
1
1
11
1
1
1
M4-03
2
M4-03
OA
1
OA
2
ST-1
A
ST-2
A
UNIT 1-B ALT
X022
UNIT 1-B
X032
UNIT 1-A
X042
UNIT S-A
X052
UNIT 1-J
X062
UNIT 1-H
X072
UNIT 1-G
X082
UNIT 2-A
X092 UNIT 1-F
X102
ELECTRICAL ROOM
1914
RESIDENTIAL ELEVATOR
LOBBY
1906
STAIR #1
ST1
UNIT 1-D
X172
UNIT 1-C
X012
UNIT 1-E
X162
UNIT S-B
X152
UNIT 2-C
X142
UNIT S-D
X132
UNIT 2-B
X122
UNIT S-C
X112
2
12"x6"
10"x6"
8"x6"
K 100 CFM
8"x6"
K 100 CFM
8"x6"
K 125 CFM
8"x6"
K 125 CFM
8"x6"
J
8"x6"
K 100 CFM
(TYP 2)3
R2
TR2
R1
TR1
R3
TR3
GENERAL NOTES:
KEY NOTES:
6" x 4" OA DUCT FOR APARTMENT UNITS FROM
CORRIDOR. SEE INDIVIDUAL UNIT PLANS FOR
CONTINUATION.
8" CWS & CWR RISERS.
TRANSFER AIR DUCT ABOVE CEILING, SIZE AS NOTED.
DUCT DOWN THROUGH GRILLE IN CORRIDOR. REFER TO
TO DETAIL 8/M6-01.
1
2
1. SEE DRAWING M0-01 FOR GENERAL NOTES AND LEGENDS.
2. REFER TO ARCHITECTURAL DRAWINGS OR LOCATION AND SIZE OF INTAKE
AND EXHAUST LOUVERS.
3
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/10/2018 4:17:58 PM C:\Users\Dejong.LEPPARDJOHNSON\Documents\17062 - Mechanical_v17_Dejong.rvtM1−19
08.14.18MECHANICAL FLOOR PLAN − LEVEL 19−29 − TYPICAL RESIDENTIAL UNIT LEVELSR2−R12401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"M1-19
1
MECHANICAL FLOOR PLAN - LEVEL 19-29 - TYPICAL RESIDENTIAL UNIT LEVELS
R2-R12
Date Issue/Revision
08.14.18 ISSUED FOR
CONSTRUCTION
FESDSDSDSD1 823456
A
B
E.0.7
F
7
C.1
D.1
E.8
A.6.1
B.9
C
D
4.93.92.91.8
A.3
D.7
E
E.2
7.8
5.8 6.8
A.7
C.7.1
D.0.5
2.8 5.7
B.8
D.4
C.8
C.9
B.1
A.1
7.9
6.7
C.2
7.1
4.95
5.9
D.2
5.3
C.7.2
E.9
1
M4-02
2
M4-02
F-R-02
OAU-02
OAU-01
1
M4-03
2
M4-03
CT-01
ST-1
A
OA
1
OA
2
ST-2
A
MOD
76"x16"
32"x32"
P-05
P-04 P-06
EH-02
EH-02
MOD
F-PH-01
HX-01
13
12
11
10
6
8
8
1
3
47
2 TYP.
2 TYP.2 TYP.
2 TYP.
4
9 (TYP 6)
14
15
ET-01
FSD
FSD
CU-18-03CU-18-02CU-18-01
32"x32"1
CHASE ABOVE
ROOF OFFSET
BELOW ROOF
16 TYP.
17
18
DFCU-R-01
DFCU-R-02
DCU-R-02
DCU-R-01
DCU-17-02
DCU-17-01
20
20
20
19
19 19
19
5
5
P-01 P-02 P-03
8"CWR
8"CWR
8"CWS10"CWS
10"CWR
1410"CWS
10"CWS
CU-18-04 CU-18-05
MOD
MOD
CU-18-06
GENERAL NOTES:
KEY NOTES:
OUTSIDE AIR UNIT WITH GAS HEAT. PROVIDE ROOF
SUPPORT/CURB FOR UNIT. ROUTE DUCTWORK ON ROOF
AS NOTED. REFER TO DETAIL 3/M6-02.
CONDENSING UNITS CU-A AND CU-B FOR RESIDENTIAL
LEVELS; FUTURE AMENITY LEVEL UNITS ARE LABLED -
PROVIDE MINIMUM 24" SUPPORT FRAME OFF ROOF.
REFER TO DETAIL SHEET M6-04.
ROOF MOUNTED VANE AXIAL STAIR PRESSURIZATION
FAN. PROVIDE WEATHER PROOF/FIREWRAP OR RATED
WEATHERPROOF ENCLOSURE AROUND DUCT TO SHAFT.
OUTSIDE AIR DUCTWORK. PROVIDE FIRE SMOKE
DAMPER AT CHASE PENETRATION. PROVIDE INSULATION
WITH WEATHER PROOF ENCLOSURE.
DUCTLESS SPLIT INDOOR FAN COIL UNIT IN ELEVATOR
SHAFT, LOCATED AT TOP OF ELEVATOR. ROUTE
REFRIGERANT LINES TO CONDENSING UNIT ON ROOF.

INTAKE LOUVER, 3.0 SF FREE AREA, WITH MOTOR
OPERATED DAMPER INTERLOCKED WITH EXHAUST FAN.
INLINE EXHAUST FAN. ROUTE DUCTWORK TO LOUVER
WITH AT LEAST 3.0 SF FREE AREA AND INTERLOCK FAN
WITH MOTOR OPERATED INTAKE DAMPER.
UNIT HEATER SUSPENDED FROM STRUCTURE WITH UNIT
MOUNTED THERMOSTAT.
CONDENSER WATER PUMP WITH INERTIA BASE PAD.
HEAT EXCHANGER. PROVIDE HOUSEKEEPING PAD.
FLOOR MOUNTED IN LINE AIR SEPARATOR. PROVIDE
HOUSEKEEPING PAD. B&B ROLAIRTROL R-10F WITH
STRAINER.
FLOOR MOUNTED EXPANSION TANK . PROVIDE
HOUSEKEEPING PAD.
COOLING TOWER -2 CELL TOWER SHALL BE SUPPORT
ON CONCRETE PIERS AND VIBRATION ISOLATION FRAME.
TOP OF TOWER SHALL BE LEVEL WITH THE TALLEST
SCREEN WALL.
CONDENSER WATER PPING ON THE ROOF SHALL BE
HEAT TRACED, INSULATED AND PROVIDED WITH
WEATHER PROOF COVER.
CONDENSER WATER RISERS DOWN TO OFFICE FLOORS.
REFER TO FLOW DIAGRAM FOR PIPE SIZES.
CHASE FOR REFRIGERANT LINES UP THRU ROOF TO
CONDENSING UNIT. REFER TO DETAIL 2/M6-02. OFFSET
CHASE BELOW ROOF WHERE NOTED.
VENTILATION LOUVER WITH 6 SQUARE FEET FREE AREA
WITH MOTOR OPERATED DAMPER THE INTERLOCKED
WITH FIRE ALARM SYSTEM. REFER TO ARCHETECTURAL
DRAWINGS FOR LOCATIONS AND SIZES.
VENTILATION LOUVER WITH 3 SQUARE FEET FREE AREA
WITH MOTOR OPERATED DAMPER THE INTERLOCKED
WITH FIRE ALARM SYSTEM. REFER TO ARCHETECTURAL
DRAWINGS FOR LOCATIONS AND SIZES.
DUCTLESS SPLIT CONDENSING UNIT. PROVIDE ROOF
SUPPORT FOR UNIT. REFER TO DETAIL 5/M6-02.
FUTURE CONDENSING UNITS FOR PUBLIC AREAS ON
AMENITY LEVEL. UNITS SHALL BE PROVIDED AND
PERMITTED UNDER A SEPARATE PACKAGE.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
1. SEE DRAWING M0-01 FOR GENERAL NOTES AND LEGENDS.
2. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION AND SIZE OF
INTAKE AND EXHAUST LOUVERS.
3. ALL EXHAUST VENT LOCATIONS TO BE A MINIMUM OF TEN (10) FT FROM
OOUTSIDE AIR INTAKE.
19
20
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/10/2018 4:19:38 PM C:\Users\Dejong.LEPPARDJOHNSON\Documents\17062 - Mechanical_v17_Dejong.rvtM1−30
08.14.18MECHANICAL FLOOR PLAN − LEVEL 30 − ROOF PLAN401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"M1-30
1 MECHANICAL FLOOR PLAN - LEVEL 30 - ROOF PLAN
Date Issue/Revision
08.14.18 ISSUED FOR
CONSTRUCTION
GENERAL NOTES:
1. SEE DRAWING M0-01 FOR GENERAL NOTES AND LEGENDS.
KEY NOTES:
ROOF MOUNTED VANE AXIAL STAIR PRESSURIZATION
FAN. PROVIDE WEATHER PROOF/FIREWRAP OR RATED
WEATHERPROOF ENCLOSURE AROUND DUCT TO SHAFT.
1
5 6
D.1
B.9
C
D
D.0.5
5.7
B.8
C.8
C.9
C.2
4.95
D.2
5.3
C.7.2
1
M4-03
1
76"x16"MOD
F-R-01
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/10/2018 4:22:25 PM C:\Users\Dejong.LEPPARDJOHNSON\Documents\17062 - Mechanical_v17_Dejong.rvtM1−31
08.14.18MECHANICAL FLOOR PLAN − LEVEL 31 − PENTHOUSE ROOF401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"M1-31
1 MECHANICAL FLOOR PLAN - LEVEL 31 - PENTHOUSE ROOF
Date Issue/Revision
08.14.18 ISSUED FOR
CONSTRUCTION
R.DWFECR.DW
DW R.R.DW6"x6"
AA 25 CFM
10"x6"
AA 125 CFM
10"x6"
AA 150 CFM
10"x6"
AA 175 CFM
FCU-A
6"ø
T
5 4 5
3
10
1
8
6
22
11
FCU-A
9
4"ø6"x6"
BB 25 CFM
10"x6"
BB 100 CFM
6"x6"
BB 40 CFM14"x8"4"ø12
F-A
GENERAL NOTES:
1. SEE DRAWING M0-01 FOR GENERAL NOTES AND LEGENDS.
2. ADA UNITS ARE S-A, 1-B, 1-H, 2-A, AND ARE LOCATED ON R1, R2, AND
R12. LAYOUTS ARE SIMILAR AND SIDEWALL DIFFUSERS SHALL BE
REPLACED WITH CEILING DIFFUSERS.
3. SENSORY IMPAIRED UNITS ARE 1-H AND 2-A ON R3 AND S-A AND 1-B
ON R11.
KEY NOTES:
6"x4" OUTSIDE AIR DUCT TO OUTSIDE AIR SUPPLY DUCT
IN CORRIDOR.
UNDERCUT DOOR 1 INCH FOR TRANSFER AIR, BY
OTHERS. SEE ARCHITECTURAL DRAWINGS.
REFRIGERANT PIPING LINE SETS IN OPENING UP TO
ROOF. SEE ARCHITECTURAL DRAWINGS FOR DRYWALL
ENCLOSURE.
4"∅DRYER EXHAUST TO WALL CAP. PROVIDE
GALVANIZED VENT CAP, FACTORY PAINTED TO MATCH
METAL PANELS. SEE DETAIL 5/A7-166 FOR DUCT
CONFIGURATION.
4"∅OR 6"∅, SIZE AS NOTED ON PLAN, EXHAUST TO WALL
CAP. PROVIDE GALVANIZED VENT CAP, FACTORY
PAINTED TO MATCH METAL PANELS. SEE DETAIL 5/A7-166
FOR DUCT CONFIGURATION.
6"∅UP FROM RANGE HOOD EXHAUST CONNECTION.
PROVIDE TRANSITION TO RANGE HOOD EXHAUST
CONNECTION.
TRANSFER AIR DUCT WITH GRILLE, SIZE AS INDICATED;
SEE DETAIL 8/M6-01.
4"∅DRYER VENT UP FROM TOP OF WALL MOUNTED
DRYER BOX. DRYER BOX SHALL BE EQUAL TO IN-O-VATE
TECHNOLOGIES DRYER BOX #350 WITH UPWARD
EXHAUST DIRECTION COLLAR CONNECTION.
DRYER EXHAUST AIR THROUGH 24X8 RETURN AIR GRILLE
"CC" LOCATED ABOVE DOOR. GRILLES MUST PROVIDE A
MINIMUM OF 100 SQ.IN. FREE AREA.
24X8 RETURN AIR THROUGH GRILLE "CC". GRILLE
LOCATED ABOVE DOOR.
THERMOSTAT SHALL BE A "NEST" THERMOSTAT. ALIGN
THERMOSTAT WITH SWITCH LOCATIONS. SEE
ARCHITECTURAL DRAWINGS.
FAN COIL UNIT -REFER TO SCHEDULE ON M5-02 AND
DETAIL1/M6-02.
1
2
3
4
5
6
7
8
9
10
11
12
FCU-A
6"x6"
BB 25 CFM
10"x6"
AA 200 CFM
10"x6"
AA 175 CFM
14"x8"
6"x6"
BB 40 CFM
6"ø
4"ø
F-A
10"x6"
AA 200 CFM3
1
10
9
6
8 5
4
5
2
4"ø
12
T
FCU-A 11
FCU-A
14"x8"6"x6"
BB 40 CFM
10"x6"
AA 175 CFM
10"x6"
AA 175 CFM
10"x6"
AA 200 CFM
6"x6"
BB 25 CFM
F-A
6"x6"
BB 25 CFM
6"ø
4"ø4"ø
4"ø
3
1
8
9
4
5
5
T FCU-A11
2
2
10
6
12
FCU-A
14"x8"6"x6"
BB 40 CFM
10"x6"
AA 175 CFM
10"x6"
AA 200 CFM
10"x6"
AA 175 CFM
F-A
5 4 5
9
10
1
3
2
2
11
FCU-A T
6"x6"
BB 25 CFM
6"x6"
BB 25 CFM
6
12
6"ø4"ø4"øDRYER EXHAUST LENGTHS
UNIT
S-A
EQUIVALENT
LENGTH (FT.)
ALLOWABLE
LENGTH (FT.)NOTES
90
NOTES:
1. ALLOWABLE LENGTH BASED UPON GE GFDN110EDWW.
2. ALLOWABLE LENGTH BASED UPON WHIRLPOOL WETLV27HW.
3. EQUIVALENT LENGTH BASED ON LENGTH OF DUCT AND NUMBER OF
ELBOWS AS INDICATED ON PLAN. EACH ELBOW 5 EQUIVALENT FEET.
1,371
S-B 125 2,388
S-C 90 1,373
S-D 90 1,377
OUTSIDE AIR CALCULATIONS
UNIT
S-A
S-B
S-C
S-D
BREATHING
ZONE (FT3)PEOPLE PROVIDED
OA CFM
2
2
2
2
40
40
40
40
AIR CHANGES/
HR
0.35
CFM/
PERSON
15
15
15
15
REQUIRED
OA CFM
30
30
30
30
NOTES:
1. REQUIRED OUTSIDE AIR IS BASED ON 0.35 AIR CHANGES PER HOUR
OR 15 CFM PER PERSON, WHICHEVER IS GREATER.
0.35
0.35
0.35
3560
3330
2880
2635
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/10/2018 4:20:15 PM C:\Users\Dejong.LEPPARDJOHNSON\Documents\17062 - Mechanical_v17_Dejong.rvtM3−01
08.14.18MECHANICAL UNIT PLANS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
SCALE: 1/4" = 1'-0"M3-01
1 UNIT S-A PLAN
SCALE: 1/4" = 1'-0"M3-01
2 UNIT S-B PLAN
SCALE: 1/4" = 1'-0"M3-01
3 UNIT S-C PLAN
SCALE: 1/4" = 1'-0"M3-01
4 UNIT S-D PLAN
Date Issue/Revision
08.14.18 ISSUED FOR
CONSTRUCTION
DWR.R.
DW
DW
R.
R.
R.
DW
FCU-A
10"x6"
AA 150 CFM
10"x6"
AA 125 CFM
10"x6"
AA 175 CFM
6"x6"
BB 25 CFM
10"x6"
BB 100 CFM
F-A
6"x6"
AA 25 CFM
14"x8"
ø8"6"ø4"øø8"
1
2
5 54
8
6"x6"
BB 40 CFM
3
6
10
9
2
7
FCU-AT 11
12"x6"
CC
ø4"
ø4"
ø6"8"ø6"ø4"ø12
FCU-A
10"x6"
AA 125 CFM
10"x6"
AA 125 CFM
6"x6"
BB 40 CFM
6"x6"
AA 25 CFM
6"x6"
BB 25 CFM
10"x6"
AA 200 CFM
10"x6"
BB 100 CFM14"x8"4"ø
6"ø
4"ø
1
8 6
545
F-A
10
9
3
T
11 FCU-A
7
2
2
12"x6"
CC
12
FCU-A
10"x6"
AA 125 CFM
10"x6"
AA 125 CFM
10"x6"
AA 200 CFM
6"x6"
BB 25 CFM
F-A
6"x6"
BB 25 CFM
10"x6"
AA 100 CFM
4"ø
6"ø
6"x6"
BB 40 CFM
22
7
1
5
4
5
6
8
9
10
T FCU-A 11
12"x6"
CC
3 14"x8"ø8"ø8"
8"ø
ø4"
ø4"
4"ø
12
FCU-A
10"x6"
AA 100 CFM
10"x6"
AA 100 CFM
10"x6"
BB 75 CFM
10"x6"
AA 100 CFM
10"x6"
AA 75 CFM
10"x6"
BB 100 CFM
10"x6"
BB 25 CFM
10"x6"
AA 25 CFM
6"x6"
BB 40 CFM
F-A
6"ø
4"ø
4"ø
4"ø
14"x8"
5
5
4
1
3
10
9
2
2
ø6"
T
FCU-A 11
7
12"x6"
CC
12
6
GENERAL NOTES:
1. SEE DRAWING M0-01 FOR GENERAL NOTES AND LEGENDS.
2. ADA UNITS ARE S-A, 1-B, 1-H, 2-A, AND ARE LOCATED ON R1, R2, AND
R12. LAYOUTS ARE SIMILAR AND SIDEWALL DIFFUSERS SHALL BE
REPLACED WITH CEILING DIFFUSERS.
3. SENSORY IMPAIRED UNITS ARE 1-H AND 2-A ON R3 AND S-A AND 1-B
ON R11.
KEY NOTES:
6"x4" OUTSIDE AIR DUCT TO OUTSIDE AIR SUPPLY DUCT
IN CORRIDOR.
UNDERCUT DOOR 1 INCH FOR TRANSFER AIR, BY
OTHERS. SEE ARCHITECTURAL DRAWINGS.
REFRIGERANT PIPING LINE SETS IN OPENING UP TO
ROOF. SEE ARCHITECTURAL DRAWINGS FOR DRYWALL
ENCLOSURE.
4"∅DRYER EXHAUST TO WALL CAP. PROVIDE
GALVANIZED VENT CAP, FACTORY PAINTED TO MATCH
METAL PANELS. SEE DETAIL 5/A7-166 FOR DUCT
CONFIGURATION.
4"∅OR 6"∅, SIZE AS NOTED ON PLAN, EXHAUST TO WALL
CAP. PROVIDE GALVANIZED VENT CAP, FACTORY
PAINTED TO MATCH METAL PANELS. SEE DETAIL 5/A7-166
FOR DUCT CONFIGURATION.
6"∅UP FROM RANGE HOOD EXHAUST CONNECTION.
PROVIDE TRANSITION TO RANGE HOOD EXHAUST
CONNECTION.
TRANSFER AIR DUCT WITH GRILLE, SIZE AS INDICATED;
SEE DETAIL 8/M6-01.
4"∅DRYER VENT UP FROM TOP OF WALL MOUNTED
DRYER BOX. DRYER BOX SHALL BE EQUAL TO IN-O-VATE
TECHNOLOGIES DRYER BOX #350 WITH UPWARD
EXHAUST DIRECTION COLLAR CONNECTION.
DRYER EXHAUST AIR THROUGH 24X8 RETURN AIR GRILLE
"CC" LOCATED ABOVE DOOR. GRILLES MUST PROVIDE A
MINIMUM OF 100 SQ.IN. FREE AREA.
24X8 RETURN AIR THROUGH GRILLE "CC". GRILLE
LOCATED ABOVE DOOR.
THERMOSTAT SHALL BE A "NEST" THERMOSTAT. ALIGN
THERMOSTAT WITH SWITCH LOCATIONS. SEE
ARCHITECTURAL DRAWINGS.
FAN COIL UNIT -REFER TO SCHEDULE ON M5-02 AND
DETAIL1/M6-02.
1
2
3
4
5
6
7
8
9
10
11
12
DRYER EXHAUST LENGTHS
UNIT
1-A
EQUIVALENT
LENGTH (FT.)
ALLOWABLE
LENGTH (FT.)NOTES
125
NOTES:
1. ALLOWABLE LENGTH BASED UPON GE GFDN110EDWW.
2. ALLOWABLE LENGTH BASED UPON WHIRLPOOL WETLV27HW.
3. EQUIVALENT LENGTH BASED ON LENGTH OF DUCT AND NUMBER OF
ELBOWS AS INDICATED ON PLAN. EACH ELBOW 5 EQUIVALENT FEET.
2,3
1-B 90 1,3
1-C 90 1,3
1-D 90 1,3
OUTSIDE AIR CALCULATIONS
UNIT
1-A
1-B
1-C
1-D
BREATHING
ZONE (FT3)PEOPLE PROVIDED
OA CFM
2
2
2
2
40
40
40
40
AIR CHANGES/
HR
0.35
CFM/
PERSON
15
15
15
15
REQUIRED
OA CFM
30
30
30
30
NOTES:
1. REQUIRED OUTSIDE AIR IS BASED ON 0.35 AIR CHANGES PER HOUR
OR 15 CFM PER PERSON, WHICHEVER IS GREATER.
0.35
0.35
0.35
81
95
78
35
3880
4125
3905
3990
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/10/2018 4:26:58 PM C:\Users\Dejong.LEPPARDJOHNSON\Documents\17062 - Mechanical_v17_Dejong.rvtM3−02
08.14.18MECHANICAL UNIT PLANS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
SCALE: 1/4" = 1'-0"M3-02
1 UNIT 1-A PLAN
SCALE: 1/4" = 1'-0"M3-02
2 UNIT 1-B PLAN
SCALE: 1/4" = 1'-0"M3-02
3 UNIT 1-C PLAN
SCALE: 1/4" = 1'-0"M3-02
4 UNIT 1-D PLAN
Date Issue/Revision
08.14.18 ISSUED FOR
CONSTRUCTION
FECDWR.DW
R.R.DW
R.14"x8"10"x6"
AA 200 CFM
6"x6"
AA 25 CFM
FCU-A
4"ø
6"ø
4"ø
ø4"
T
12"x6"
CC
1
8
9
6
10
7
3
2
2
5
5
11FCU-A
4
10"x6"
AA 125 CFM
10"x6"
AA 125 CFM
10"x6"
BB 100 CFM
6"x6"
BB 40 CFM
6"x6"
BB 25 CFM
ø8"
12
F-A
10"x6"
AA 150 CFM
6"x6"
BB 25 CFM
6"x6"
BB 25 CFM
14"x8"
F-A
6"x6"
BB 40 CFM
10"x6"
BB 100 CFM
6"ø4"ø 4"ø10"x6"
AA 150 CFM
FCU-A
T FCU-A
1
3
10
2
2
12"x6"
CC
8
6
545
ø8"
ø4"
9
11
7
10"x6"
AA 150 CFM
ø8"
12
10"x6"
AA 150 CFM
10"x6"
AA 150 CFM
10"x6"
AA 200 CFM
F-A
FCU-A
6"x6"
BB 40 CFM
10"x6"
BB 100 CFM
3
10
9
2
1
7
5 5 4
6
8
12"x6"
CC
14"x8"6"x6"
BB 25 CFM
12
T FCU-A 11
14"x8"
4"ø
4"ø
ø4"
4"ø
10"x6"
AA 125 CFM
10"x6"
AA 125 CFM
6"x6"
BB 40 CFM
6"x6"
BB 25 CFM
FCU-A
10"x6"
AA 200 CFM
10"x6"
BB 100 CFM
1
3
9
10
6 8
7
12"x6"
CC
2
2 10"x8"10"x8"TFCU-A11
12
6"ø
4
5
5
6"x6"
BB 25 CFM
F-A
GENERAL NOTES:
1. SEE DRAWING M0-01 FOR GENERAL NOTES AND LEGENDS.
2. ADA UNITS ARE S-A, 1-B, 1-H, 2-A, AND ARE LOCATED ON R1, R2, AND
R12. LAYOUTS ARE SIMILAR AND SIDEWALL DIFFUSERS SHALL BE
REPLACED WITH CEILING DIFFUSERS.
3. SENSORY IMPAIRED UNITS ARE 1-H AND 2-A ON R3 AND S-A AND 1-B
ON R11.
KEY NOTES:
6"x4" OUTSIDE AIR DUCT TO OUTSIDE AIR SUPPLY DUCT
IN CORRIDOR.
UNDERCUT DOOR 1 INCH FOR TRANSFER AIR, BY
OTHERS. SEE ARCHITECTURAL DRAWINGS.
REFRIGERANT PIPING LINE SETS IN OPENING UP TO
ROOF. SEE ARCHITECTURAL DRAWINGS FOR DRYWALL
ENCLOSURE.
4"∅DRYER EXHAUST TO WALL CAP. PROVIDE
GALVANIZED VENT CAP, FACTORY PAINTED TO MATCH
METAL PANELS. SEE DETAIL 5/A7-166 FOR DUCT
CONFIGURATION.
4"∅OR 6"∅, SIZE AS NOTED ON PLAN, EXHAUST TO WALL
CAP. PROVIDE GALVANIZED VENT CAP, FACTORY
PAINTED TO MATCH METAL PANELS. SEE DETAIL 5/A7-166
FOR DUCT CONFIGURATION.
6"∅UP FROM RANGE HOOD EXHAUST CONNECTION.
PROVIDE TRANSITION TO RANGE HOOD EXHAUST
CONNECTION.
TRANSFER AIR DUCT WITH GRILLE, SIZE AS INDICATED;
SEE DETAIL 8/M6-01.
4"∅DRYER VENT UP FROM TOP OF WALL MOUNTED
DRYER BOX. DRYER BOX SHALL BE EQUAL TO IN-O-VATE
TECHNOLOGIES DRYER BOX #350 WITH UPWARD
EXHAUST DIRECTION COLLAR CONNECTION.
DRYER EXHAUST AIR THROUGH 24X8 RETURN AIR GRILLE
"CC" LOCATED ABOVE DOOR. GRILLES MUST PROVIDE A
MINIMUM OF 100 SQ.IN. FREE AREA.
24X8 RETURN AIR THROUGH GRILLE "CC". GRILLE
LOCATED ABOVE DOOR.
THERMOSTAT SHALL BE A "NEST" THERMOSTAT. ALIGN
THERMOSTAT WITH SWITCH LOCATIONS. SEE
ARCHITECTURAL DRAWINGS.
FAN COIL UNIT -REFER TO SCHEDULE ON M5-02 AND
DETAIL1/M6-02.
1
2
3
4
5
6
7
8
9
10
11
12
DRYER EXHAUST LENGTHS
UNIT
1-E
EQUIVALENT
LENGTH (FT.)
ALLOWABLE
LENGTH (FT.)NOTES
90
NOTES:
1. ALLOWABLE LENGTH BASED UPON GE GFDN110EDWW.
2. ALLOWABLE LENGTH BASED UPON WHIRLPOOL WETLV27HW.
3. EQUIVALENT LENGTH BASED ON LENGTH OF DUCT AND NUMBER OF
ELBOWS AS INDICATED ON PLAN. EACH ELBOW 5 EQUIVALENT FEET.
1,3
1-F 90 1,3
1-G 90 1,3
1-H 125 2,3
OUTSIDE AIR CALCULATIONS
UNIT
1-E
1-F
1-G
1-H
BREATHING
ZONE (FT3)PEOPLE PROVIDED
OA CFM
2
2
2
2
40
40
40
40
AIR CHANGES/
HR
0.35
CFM/
PERSON
15
15
15
15
REQUIRED
OA CFM
30
30
30
30
NOTES:
1. REQUIRED OUTSIDE AIR IS BASED ON 0.35 AIR CHANGES PER HOUR
OR 15 CFM PER PERSON, WHICHEVER IS GREATER.
0.35
0.35
0.35
35
61
50
89
4325
3945
3815
4300
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/10/2018 4:25:11 PM C:\Users\Dejong.LEPPARDJOHNSON\Documents\17062 - Mechanical_v17_Dejong.rvtM3−03
08.14.18MECHANICAL UNIT PLANS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
SCALE: 1/4" = 1'-0"M3-03
1 UNIT 1-E PLAN
SCALE: 1/4" = 1'-0"M3-03
2 UNIT 1-F PLAN
SCALE: 1/4" = 1'-0"M3-03
3 UNIT 1-G PLAN
SCALE: 1/4" = 1'-0"M3-03
4 UNIT 1-H PLAN
Date Issue/Revision
08.14.18 ISSUED FOR
CONSTRUCTION
DW
R.R.DWFECR.10"x6"
AA 175 CFM
10"x6"
AA 150 CFM
10"x6"
AA 125 CFM
10"x6"
BB 100 CFM
6"x6"
BB 40 CFM
6"x6"
BB 25 CFM
6"ø
4"ø
10"x8"14"x8"10"x8"4"ø1
2
3
10
9
8
6
6"x6"
BB 25 CFM
FCU-A
4
5
2
7
12"x6"
CC
12
5
F-A
6"x6"
BB 40 CFM
6"x6"
BB 25 CFM
TFCU-A
10"x6"
AA 150 CFM
10"x6"
AA 200 CFM10"x6"
BB 100 CFM
10"x6"
BB 125 CFM
14"x8"
6"ø
4"ø 4"ø1
3
10
9
11
6
2
5 4 5
2
FCU-A12
F-A
GENERAL NOTES:
1. SEE DRAWING M0-01 FOR GENERAL NOTES AND LEGENDS.
2. ADA UNITS ARE S-A, 1-B, 1-H, 2-A, AND ARE LOCATED ON R1, R2, AND
R12. LAYOUTS ARE SIMILAR AND SIDEWALL DIFFUSERS SHALL BE
REPLACED WITH CEILING DIFFUSERS.
3. SENSORY IMPAIRED UNITS ARE 1-H AND 2-A ON R3 AND S-A AND 1-B
ON R11.
KEY NOTES:
6"x4" OUTSIDE AIR DUCT TO OUTSIDE AIR SUPPLY DUCT
IN CORRIDOR.
UNDERCUT DOOR 1 INCH FOR TRANSFER AIR, BY
OTHERS. SEE ARCHITECTURAL DRAWINGS.
REFRIGERANT PIPING LINE SETS IN OPENING UP TO
ROOF. SEE ARCHITECTURAL DRAWINGS FOR DRYWALL
ENCLOSURE.
4"∅DRYER EXHAUST TO WALL CAP. PROVIDE
GALVANIZED VENT CAP, FACTORY PAINTED TO MATCH
METAL PANELS. SEE DETAIL 5/A7-166 FOR DUCT
CONFIGURATION.
4"∅OR 6"∅, SIZE AS NOTED ON PLAN, EXHAUST TO WALL
CAP. PROVIDE GALVANIZED VENT CAP, FACTORY
PAINTED TO MATCH METAL PANELS. SEE DETAIL 5/A7-166
FOR DUCT CONFIGURATION.
6"∅UP FROM RANGE HOOD EXHAUST CONNECTION.
PROVIDE TRANSITION TO RANGE HOOD EXHAUST
CONNECTION.
TRANSFER AIR DUCT WITH GRILLE, SIZE AS INDICATED;
SEE DETAIL 8/M6-01.
4"∅DRYER VENT UP FROM TOP OF WALL MOUNTED
DRYER BOX. DRYER BOX SHALL BE EQUAL TO IN-O-VATE
TECHNOLOGIES DRYER BOX #350 WITH UPWARD
EXHAUST DIRECTION COLLAR CONNECTION.
DRYER EXHAUST AIR THROUGH 24X8 RETURN AIR GRILLE
"CC" LOCATED ABOVE DOOR. GRILLES MUST PROVIDE A
MINIMUM OF 100 SQ.IN. FREE AREA.
24X8 RETURN AIR THROUGH GRILLE "CC". GRILLE
LOCATED ABOVE DOOR.
THERMOSTAT SHALL BE A "NEST" THERMOSTAT. ALIGN
THERMOSTAT WITH SWITCH LOCATIONS. SEE
ARCHITECTURAL DRAWINGS.
FAN COIL UNIT -REFER TO SCHEDULE ON M5-02 AND
DETAIL1/M6-02.
1
2
3
4
5
6
7
8
9
10
11
12
DRYER EXHAUST LENGTHS
UNIT
1-J
EQUIVALENT
LENGTH (FT.)
ALLOWABLE
LENGTH (FT.)NOTES
90
NOTES:
1. ALLOWABLE LENGTH BASED UPON GE GFDN110EDWW.
2. ALLOWABLE LENGTH BASED UPON WHIRLPOOL WETLV27HW.
3. EQUIVALENT LENGTH BASED ON LENGTH OF DUCT AND NUMBER OF
ELBOWS AS INDICATED ON PLAN. EACH ELBOW 5 EQUIVALENT FEET.
1,2
1-K 125 2,3
OUTSIDE AIR CALCULATIONS
UNIT
1-J
1-K
BREATHING
ZONE (FT3)PEOPLE PROVIDED
OA CFM
2
2
40
40
AIR CHANGES/
HR
0.35
CFM/
PERSON
15
15
REQUIRED
OA CFM
30
30
NOTES:
1. REQUIRED OUTSIDE AIR IS BASED ON 0.35 AIR CHANGES PER HOUR
OR 15 CFM PER PERSON, WHICHEVER IS GREATER.
0.35
98
77
4235
3645
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/10/2018 4:25:42 PM C:\Users\Dejong.LEPPARDJOHNSON\Documents\17062 - Mechanical_v17_Dejong.rvtM3−04
08.14.18MECHANICAL UNIT PLANS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
SCALE: 1/4" = 1'-0"M3-04
1 UNIT 1-J PLAN
SCALE: 1/4" = 1'-0"M3-04
2 UNIT 1-K PLAN
Date Issue/Revision
08.14.18 ISSUED FOR
CONSTRUCTION
FEC
DW
R.
R.R.DWR.DW6"x6"
BB 25 CFM
6"x6"
BB 60 CFM
F-A
10"x6"
AA 125 CFM
6"x6"
BB 25 CFM
6"x6"
BB 25 CFM
6"x6"
BB 25 CFM
10"x6"
AA 175 CFM
10"x6"
AA 200 CFM
10"x6"
BB 100 CFM
18"x8"F-A
6
1
8
45 5
2
2
3
9
10
T
FCU-B11
4"ø
4"ø
6"ø4"ø
6"ø
FCU-B 2
2
12
6"ø4"ø6"ø12"x6"
CC
7
12"x6"
CC
10"x6"
AA 100 CFM
10"x6"
AA 150 CFM
10"x6"
AA 25 CFM
10"x6"
AA 175 CFM
10"x6"
AA 175 CFM
F-A
F-A18"x8"12"x6"
CC
12"x6"
CC
ø4"
7
7
9
10
3
8
5
1
2
2
6
5
FCU-B
T FCU-B 11
2
2
6"ø 4"ø5
10"x6"
BB 25 CFM
6"x6"
BB 60 CFM
6"x6"
BB 25 CFM
10"x6"
BB 25 CFM
8"ø4
8"ø
10"x6"
BB 200 CFM
12
10"x6"
AA 200 CFM
10"x6"
AA 175 CFM
6"x6"
BB 25 CFM
6"x6"
BB 25 CFM
6"x6"
AA 25 CFM
6"x6"
BB 60 CFM
6"ø4"ø8
5 5
6
3
10
7
1
4
5
2
2
6"x6"
BB 25 CFM
F-A
FCU-B
12"x6"
CC
T
FCU-B 11
9 6"øø4"
ø4"
10"x6"
BB 150 CFM
7
12"x6"
CC
12
10"x6"
BB 100 CFM18"x8"F-A
GENERAL NOTES:
1. SEE DRAWING M0-01 FOR GENERAL NOTES AND LEGENDS.
2. ADA UNITS ARE S-A, 1-B, 1-H, 2-A, AND ARE LOCATED ON R1, R2, AND
R12. LAYOUTS ARE SIMILAR AND SIDEWALL DIFFUSERS SHALL BE
REPLACED WITH CEILING DIFFUSERS.
3. SENSORY IMPAIRED UNITS ARE 1-H AND 2-A ON R3 AND S-A AND 1-B
ON R11.
KEY NOTES:
6"x4" OUTSIDE AIR DUCT TO OUTSIDE AIR SUPPLY DUCT
IN CORRIDOR.
UNDERCUT DOOR 1 INCH FOR TRANSFER AIR, BY
OTHERS. SEE ARCHITECTURAL DRAWINGS.
REFRIGERANT PIPING LINE SETS IN OPENING UP TO
ROOF. SEE ARCHITECTURAL DRAWINGS FOR DRYWALL
ENCLOSURE.
4"∅DRYER EXHAUST TO WALL CAP. PROVIDE
GALVANIZED VENT CAP, FACTORY PAINTED TO MATCH
METAL PANELS. SEE DETAIL 5/A7-166 FOR DUCT
CONFIGURATION.
4"∅OR 6"∅, SIZE AS NOTED ON PLAN, EXHAUST TO WALL
CAP. PROVIDE GALVANIZED VENT CAP, FACTORY
PAINTED TO MATCH METAL PANELS. SEE DETAIL 5/A7-166
FOR DUCT CONFIGURATION.
6"∅UP FROM RANGE HOOD EXHAUST CONNECTION.
PROVIDE TRANSITION TO RANGE HOOD EXHAUST
CONNECTION.
TRANSFER AIR DUCT WITH GRILLE, SIZE AS INDICATED;
SEE DETAIL 8/M6-01.
4"∅DRYER VENT UP FROM TOP OF WALL MOUNTED
DRYER BOX. DRYER BOX SHALL BE EQUAL TO IN-O-VATE
TECHNOLOGIES DRYER BOX #350 WITH UPWARD
EXHAUST DIRECTION COLLAR CONNECTION.
DRYER EXHAUST AIR THROUGH 24X8 RETURN AIR GRILLE
"CC" LOCATED ABOVE DOOR. GRILLES MUST PROVIDE A
MINIMUM OF 100 SQ.IN. FREE AREA.
24X8 RETURN AIR THROUGH GRILLE "CC". GRILLE
LOCATED ABOVE DOOR.
THERMOSTAT SHALL BE A "NEST" THERMOSTAT. ALIGN
THERMOSTAT WITH SWITCH LOCATIONS. SEE
ARCHITECTURAL DRAWINGS.
FAN COIL UNIT -REFER TO SCHEDULE ON M5-02 AND
DETAIL1/M6-02.
1
2
3
4
5
6
7
8
9
10
11
12
DRYER EXHAUST LENGTHS
UNIT
2-A
EQUIVALENT
LENGTH (FT.)
ALLOWABLE
LENGTH (FT.)NOTES
90
NOTES:
1. ALLOWABLE LENGTH BASED UPON GE GFDN110EDWW.
2. EQUIVALENT LENGTH BASED ON LENGTH OF DUCT AND NUMBER OF
ELBOWS AS INDICATED ON PLAN.
1,2
2-B 90 1,2
2-C 90 1,2
OUTSIDE AIR CALCULATIONS
UNIT
2-A
2-B
2-C
BREATHING
ZONE (FT3)
PEOPLE PROVIDED
OA CFM
3
3
3
60
AIR CHANGES/
HR
0.35
CFM/
PERSON
15
15
15
REQUIRED
OA CFM
45
45
45
NOTES:
1. REQUIRED OUTSIDE AIR IS BASED ON 0.35 AIR CHANGES PER HOUR
OR 15 CFM PER PERSON, WHICHEVER IS GREATER.
0.35
0.35
82
66
83
60
60
5920
5920
5540
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/10/2018 4:26:16 PM C:\Users\Dejong.LEPPARDJOHNSON\Documents\17062 - Mechanical_v17_Dejong.rvtM3−05
08.14.18MECHANICAL UNIT PLANS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
SCALE: 1/4" = 1'-0"M3-05
1 UNIT 2-A PLAN
SCALE: 1/4" = 1'-0"M3-05
2 UNIT 2-B PLAN
SCALE: 1/4" = 1'-0"M3-05
3 UNIT 2-C PLAN
Date Issue/Revision
08.14.18 ISSUED FOR
CONSTRUCTION
MM MMSCALE:MMMMMM2" CW MAKE-UP
SEE PLUMBING DRAWINGS
FOR CONTINUATION
SOLENOID VALVE CONTROLLED
BY WATER LEVEL SENSORS
DRAIN VALVE - FULL
SIZE OF TOWER CONNECTION
TYPICAL
OVERFLOW PIPE - FULL
SIZE OF TOWER CONNECTION
TYPICAL
6" DRAIN PIPE TO
HUB DRAIN - SEE PLUMBING
DRAWINGS FOR
CONTINUATION
1" CW MAKE-UP
SEE PLUMBING
DRAWINGS FOR
CONTINUATION
LEVEL 09
SCU-12-01
SCU-11-01
SCU-10-01
SCU-09-01
LEVEL 10
LEVEL 11
LEVEL 12
ISOLATION VALVE
(TYP.)
3" CWS
3" CWR
3" CWS
3" CWR
3" CWS
3" CWR
6" CWR
6" CWS
6" CWR
6" CWS
COOLING TOWER
CT-1
10" CWR
10" CWS
NC
10" CWR
8" CWS
1350 GPM
10" CWR10" CWR10" CWS8" CWR
8" CWS 10" CWRPENTHOUSE LEVEL
FLOW DIAGRAM
LEGEND
MANUAL BUTTERFLY VALVE UNLESS NOTED OTHERWISE
AUTOMATED BUTTERFLY VALVES UNLESS NOTED OTHERWISE.
NORMALLY OPEN
NORMALLY CLOSED
CONDENSER WATER SUPPLY
CONDENSER WATER RETURN
PRESSURE REDUCING STATION
CWS
CWR
PRS
NO
NC
SWING CHECK VALVE
GATE VALVE
3" CWS
3" CWR
HEAT
EXCHANGER
HX-1
1800 GPM CWS
CONDENSER WATER PUMPS
P-1/P-2/P-3
P-3 IS STANDBY PUMP
675 GPM EACH 10" CWS1800 GPM
10" CWS8" CWS8" CWS8" CWRP-4 P-5
P-2 P-3
450 GPM300GPM150 GPM150 GPM
150 GPM
150 GPM
150 GPM
WATER LEVEL SENSOR
TYPICAL EACH BASIN
EXPANSION TANK
MECHANICAL ROOM RISER DIAGRAM
CONDENSER WATER
PUMPS P-4/P-5 /P-6
P-6 IS STANDBY PUMP
900 GPM EACH
SCU-14-01
LEVEL 14
3" CWS
3" CWR
6" CWR
6" CWS
600 GPM150 GPM
SCU-15-01
LEVEL 15
3" CWS
3" CWR
8" CWR
8" CWS
750 GPM150 GPM
SCU-16-01
LEVEL 16
3" CWS
3" CWR
8" CWR
8" CWS
900 GPM150 GPM
1800 GPM CWS
ROOF FLOW DIAGRAM 8" CWRINTERSTITIAL LEVEL
8" CWR
8" CWS
1350 GPM CWR
1350 GPM CWS
1800 GPM CWR
10" CWR
NC NC
6" CWS/R 8 CWR
8" CWS/R
8"
CWS/R
10" CWR
P-1
MOTORIZED
TWO WAY
VALVE (TYP.)
NC
NC
NC
NC
NC
NC
ERU-01
4" CWS
4" CWR 270 GPM
NC
8" CWR
8" CWS
TO PENTHOUSE
1350 GPM CWS&R
1320 GPM REQUIRED
NO
P-6
8"
CWS/R
8" CWR
8" CWS
TO
MECHANICAL
ROOM RISER
1350 GPM
CWS&R
NO
PRS1050 GPMTYP 3
PROVIDE ISOLATION BUTTERFLY VALVES
AT BOTTOM OF RISER. PROVIDE 2"
DRAIN VALVE AT BOTTOM OF RETURN
RISER WITH THREADED END FOR HOSE
CONNECTION.
AIR SEPARATOR
STRAINER
PRS
1
M4-01
MECHANICAL FLOW DIAGRAM
NONE
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/10/2018 4:21:40 PM C:\Users\Dejong.LEPPARDJOHNSON\Documents\17062 - Mechanical_v17_Dejong.rvtM4−01
08.14.18MECHANICAL CONDENSER WATER FLOW DIAGRAM401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
Date Issue/Revision
08.14.18 ISSUED FOR
CONSTRUCTION
LEVEL 19 − R2
935’ − 10"
LEVEL 20 − R3
946’ − 0"
LEVEL 21 − R4
956’ − 2"
LEVEL 22 − R5
966’ − 4"
LEVEL 23 − R6
976’ − 6"
LEVEL 24 − R7
986’ − 8"
LEVEL 25 − R8
996’ − 10"
LEVEL 26 − R9
1007’ − 0"
LEVEL 27 − R10
1017’ − 2"
LEVEL 28 − R11
1027’ − 4"
LEVEL 29 − R12
1037’ − 6"
LEVEL 30 − ROOF
1049’ − 6"
PARAPET
1052’ − 0"
LEVEL 31 − PENTHOUSE ROOF
1061’ − 9"32"x32"28"x32"22"x32"16"x32"20"x32"FSD(2)
FSD(2)
FSD(2)
FSD(2)
FSD(2)
FSD(2)
FSD(2)
FSD(2)
FSD(2)
FSD
SEE FLOOR PLAN
FOR CONTINUATION
TYP.
FSD(2)
FSD(2)26"x32"FROM OAU-01.
SEE ROOF PLAN FOR
CONTINUATION
LEVEL 19 − R2
935’ − 10"
LEVEL 20 − R3
946’ − 0"
LEVEL 21 − R4
956’ − 2"
LEVEL 22 − R5
966’ − 4"
LEVEL 23 − R6
976’ − 6"
LEVEL 24 − R7
986’ − 8"
LEVEL 25 − R8
996’ − 10"
LEVEL 26 − R9
1007’ − 0"
LEVEL 27 − R10
1017’ − 2"
LEVEL 28 − R11
1027’ − 4"
LEVEL 29 − R12
1037’ − 6"
LEVEL 30 − ROOF
1049’ − 6"
PARAPET
1052’ − 0"
LEVEL 31 − PENTHOUSE ROOF
1061’ − 9"32"x32"28"x32"22"x32"20"x32"FSD(2)
FSD(2)
FSD(2)
FSD(2)
FSD(2)
FSD(2)
FSD(2)
FSD(2)
FSD(2)
FSD(2)
FSD(2)
FSD(2)
SEE FLOOR PLAN
FOR CONTINUATION
TYP.26"x32"FROM OAU-02.
SEE ROOF PLAN FOR
CONTINUATION.
LEVEL 10 − O2
825’ − 6"
LEVEL 11 − O3
839’ − 9"
LEVEL 12 − O4
854’ − 0"
LEVEL 14 − O5
868’ − 3"
LEVEL 15 − O6
882’ − 6"
LEVEL 16 − O7
896’ − 9"
LEVEL 17 − INT
915’ − 1"34"x52"MOD
FSD
MOD
MOD
MOD
MOD
MOD
MOD
FSD
FSD
FSD
FSD
FSD
FSD
SEE FLOOR PLAN
FOR CONTINUATION
TYP.
FROM ERU-01. SEE
FLOOR PLAN M1-17
FOR CONTINUATION
FSD
LEVEL 10 − O2
825’ − 6"
LEVEL 11 − O3
839’ − 9"
LEVEL 12 − O4
854’ − 0"
LEVEL 14 − O5
868’ − 3"
LEVEL 15 − O6
882’ − 6"
LEVEL 16 − O7
896’ − 9"
LEVEL 17 − INT
915’ − 1"
LEVEL 18 − AMENITY − R1
923’ − 10"
C.8C.9
FSD
50"x30"SEE FLOOR PLAN
FOR CONTINUATION
TYP.
TO ERU-01.
SEE FLOOR PLAN
M1-17 FOR
CONTINUATION
FSD
FSD
FSD
FSD
FSD
FSD
FSD
FD AT SLAB
FD
GENERAL NOTES:
1. SEE DRAWING M0-01 FOR GENERAL NOTES AND LEGENDS.
2. EXTERIOR OUTSIDE AIR RISERS SHALL BE INSULATED AND PROVIDED WITH
WEATHERPROOF JACKET. REFER TO SPECIFICATIONS.
3. ALL OUTSIDE AIR RISERS ARE LOCATED IN RATED CHASES, SEE
ARCHITECURAL DRAWINGS FOR RATING.
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/10/2018 4:20:46 PM C:\Users\Dejong.LEPPARDJOHNSON\Documents\17062 - Mechanical_v17_Dejong.rvtM4−02
08.14.18MECHANICAL OUTSIDE AIR RISER DIAGRAM401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
SCALE: 1/8" = 1'-0"M4-02
1 RESIDENTIAL OA-1
SCALE: 1/8" = 1'-0"M4-02
2 RESIDENTIAL OA-2
SCALE: 1/8" = 1'-0"M4-02
3 OFFICE OA-3
SCALE: 1/8" = 1'-0"M4-02
4 OFFICE RA-1
Date Issue/Revision
08.14.18 ISSUED FOR
CONSTRUCTION
LEVEL 17 − INT
915’ − 1"
LEVEL 18 − AMENITY − R1
923’ − 10"
LEVEL 19 − R2
935’ − 10"
LEVEL 20 − R3
946’ − 0"
LEVEL 21 − R4
956’ − 2"
LEVEL 22 − R5
966’ − 4"
LEVEL 23 − R6
976’ − 6"
LEVEL 24 − R7
986’ − 8"
LEVEL 25 − R8
996’ − 10"
LEVEL 26 − R9
1007’ − 0"
LEVEL 27 − R10
1017’ − 2"
LEVEL 28 − R11
1027’ − 4"
LEVEL 29 − R12
1037’ − 6"
LEVEL 30 − ROOF
1049’ − 6"
PARAPET
1052’ − 0"
LEVEL 31 − PENTHOUSE ROOF
1061’ − 9"
D.1DD.0.5C.8C.9
16"x76"20"x20"
K 3000
CFM
F-R-01
MOD
SP
SP
20"x20"
K 3000
CFM
20"x20"
K 3000
CFM
20"x20"
K 3000
CFM 16"x76"10"x76"3
LEVEL 17 − INT
915’ − 1"
LEVEL 18 − AMENITY − R1
923’ − 10"
LEVEL 19 − R2
935’ − 10"
LEVEL 20 − R3
946’ − 0"
LEVEL 21 − R4
956’ − 2"
LEVEL 22 − R5
966’ − 4"
LEVEL 23 − R6
976’ − 6"
LEVEL 24 − R7
986’ − 8"
LEVEL 25 − R8
996’ − 10"
LEVEL 26 − R9
1007’ − 0"
LEVEL 27 − R10
1017’ − 2"
LEVEL 28 − R11
1027’ − 4"
LEVEL 29 − R12
1037’ − 6"
LEVEL 30 − ROOF
1049’ − 6"
PARAPET
1052’ − 0"
LEVEL 31 − PENTHOUSE ROOF
1061’ − 9"
2.8
20"x20"
K 3000
CFM
FROM F-R-02.
SEE ROOF
PLAN FOR
CONTINUATION
SP STATIC PRESSURE CONTROLLER TO
CONTROL FAN SPEED TO MAINTAIN PRESET
STAIRWELL PRESSURE. TYP.
SP16"x76"14"x76"10"x76"20"x20"
K 3000
CFM
20"x20"
K 3000
CFM
20"x20"
K 3000
CFM
LEVEL 2 − P2
735’ − 9"
LEVEL 3 − P3
746’ − 9"
LEVEL 4 − P4
757’ − 9"
LEVEL 5 − P5
768’ − 1"
LEVEL 6 − P6
778’ − 1"
LEVEL 7 − P7
788’ − 1"
LEVEL 8 − P8
798’ − 1"
LEVEL 9 − O1
811’ − 3"
LEVEL 10 − O2
825’ − 6"
LEVEL 11 − O3
839’ − 9"
LEVEL 12 − O4
854’ − 0"
LEVEL 14 − O5
868’ − 3"
LEVEL 15 − O6
882’ − 6"
LEVEL 16 − O7
896’ − 9"
LEVEL 17 − INT
915’ − 1"
LEVEL 18 − AMENITY − R1
923’ − 10"20"x64"36"x20"
K 3000
CFM
36"x20"
K 3000
CFM
36"x20"
K 3000
CFM
36"x20"
K 3000
CFM
36"x20"
K 3000
CFM
FROM F-17-01.
SEE M1-17
CONTINUATION
SP
SP
STATIC PRESSURE CONTROLLER TO
CONTROL FAN SPEED TO MAINTAIN PRESET
STAIRWELL PRESSURE. TYP.
SP
LEVEL 8 − P8
798’ − 1"
LEVEL 9 − O1
811’ − 3"
LEVEL 10 − O2
825’ − 6"
LEVEL 11 − O3
839’ − 9"
LEVEL 12 − O4
854’ − 0"
LEVEL 14 − O5
868’ − 3"
LEVEL 15 − O6
882’ − 6"
LEVEL 16 − O7
896’ − 9"
LEVEL 17 − INT
915’ − 1"
C.7.1 C.8C.9
20"x20"
K 2330
CFM
12"x48"SP
STATIC PRESSURE CONTROLLER TO
CONTROL FAN SPEED TO MAINTAIN PRESET
STAIRWELL PRESSURE. TYP.
SP
20"x20"
K 2330
CFM
20"x20"
K 2330
CFM
FROM F-08-02.
SEE M1-08 FOR
CONTINUATION.
B
LEVEL 3 − P3
746’ − 9"
LEVEL 4 − P4
757’ − 9"
LEVEL 5 − P5
768’ − 1"
LEVEL 6 − P6
778’ − 1"
LEVEL 7 − P7
788’ − 1"
LEVEL 8 − P8
798’ − 1"
LEVEL 9 − O1
811’ − 3"
A.6.1A.3
20"x20"
K 2000
CFM
30"x8"
K 1000
CFM
TYP.212"x48"F-02-01
SP
STATIC PRESSURE CONTROLLER TO
CONTROL FAN SPEED TO MAINTAIN PRESET
STAIRWELL PRESSURE. TYP.
SP
20"x20"
K 2000
CFM
20"x20"
K 2000
CFM
GENERAL NOTES:
1. SEE DRAWING M0-01 FOR GENERAL NOTES AND LEGENDS.
2. EXTERIOR STAIR PRESSURIZATION DUCTWORK WRAPPED WITH
2-HOUR RATED FIRE WRAP AND PROVIDED WITH WEATHERPROOF
JACKET. FIRE WRAP MUST ENCASE THE DUCTWORK UNTIL IT
REACHES THE RATED CHASE. REFER TO SPECIFICATIONS.
3. STAIR PRESSURIZATION DUCTWORK SHALL BE FULL SIZE OF FAN
DISCHARGED CONNECTION. TRANSITION TO SIZE NOTED.
4. ALL STAIR PRESSURIZATION AIR RISERS ARE LOCATED WITHIN
RATED STAIR ENCLOSURE, SEE ARCHITECTURAL DRAWINGS FOR
RATING.
5. INTERLOCK MOTOR OPERATED DAMPER WITH ASSOCIATED FAN
WITHIN STAIR PRESSURIZATION DUCTWORK.
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/10/2018 4:21:20 PM C:\Users\Dejong.LEPPARDJOHNSON\Documents\17062 - Mechanical_v17_Dejong.rvtM4−03
08.14.18MECHANICAL STAIR PRESSURIZATION DIAGRAM401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
SCALE: 1/8" = 1'-0"M4-03
1 STAIR PRESSURIZATION RISER ST-1/A
SCALE: 1/8" = 1'-0"M4-03
2 STAIR PRESSURIZATION RISER ST-2/A
SCALE: 1/8" = 1'-0"M4-03
3 STAIR PRESSURIZATION RISER ST-1/B
SCALE: 1/8" = 1'-0"M4-03
4 STAIR PRESSURIZATION RISER ST-2/B
SCALE: 1/8" = 1'-0"M4-03
5 STAIR PRESSURIZATION RISER ST-2/C
Date Issue/Revision
08.14.18 ISSUED FOR
CONSTRUCTION
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/10/2018 4:24:10 PM C:\Users\Dejong.LEPPARDJOHNSON\Documents\17062 - Mechanical_v17_Dejong.rvtM5−01
08.14.18MECHANICAL SCHEDULES401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
COOLING TOWER SCHEDULE
MARK SERVES TYPE FAN HP KW
CONDENSER WATER COLD SIDE BASIS OF DESIGN
"EVAPCO"NOTESEWT LWT GPM WB
CT-01 OFFICE COOLING INDUCED DRAFT TWO (2) AT 20 FOUR (4) AT 4.0 85 95 1800 78 USS 293-K24 1 THRU 8
DIFFUSER, REGISTER, AND GRILLE SCHEDULE
MARK TYPE
BASIS OF
DESIGN MODEL DESCRIPTION
AA APARTMENT SIDEWALL SUPPLY REGISTER USAIRE V4004D EXTRUDED ALUMINUM CONSTRUCTION, FACE SIZE AND CFM AS NOTED, DOUBLE DEFLECTION, 2/3" FIN SPACING, FRONT BLADES PARALLEL TO SHORT DIMENSION, FLUSH INSTALLATION, SIDEWALL APPLICATION. PROVIDE WITH FACE OPERABLE DAMPER. FINISH
AS APPROVED BY ARCHITECT.
BB APARTMENT CEILING SUPPLY REGISTER USAIRE LS4D ROLLED FORMED ALUMINUM CONSTRUCTION, FACE SIZE AND CFM AS NOTED, ADJUSTABLE CURVED BLADES SET AT 15/16" CENTERS,FOUR WAY PATTERN, CEILING APPLICATION. PROVIDE WITH FACE OPERABLE DAMPER. FINISH AS APPROVED BY ARCHITECT.
CC APARTMENT SIDEWALL RETURN/TRANSFER
GRILLE
USAIRE RHE ROLL-FORMED ALUMINUM CONSTRUCTION, HORIZONTAL FIXED BLADES AT 45 DEGREES, 2/3" BLADE SPACING. FINISH AS APPROVED BY ARCHITECT.
A ARCHITECTURAL CEILING DIFFUSER SQUARE
PLAQUE
TITUS OMNI-AA 24X24 OR 12X12 FACE AS SHOWN, NECK SIZE (NS) AND CFM AS NOTED. BORDER TYPE TO MATCH CEILING TYPE IN ARCHITECTURAL REFLECTED CEILING PLAN. HEAVY GUAGE ALUMINUM FACE PANEL THAT CAPTURES A SECONDARY HEAVY GUAGE ALUMINUM
PANEL. PROVIDE OPPOSED BLADE DAMPER IN DIFFUSER FACE FOR DIFFUSERS INSTALLED IN INACCESSIBLE CEILINGS. FINISH AS APPROVED BY ARCHITECT.
B EGGCRATE RETURN GRILLE TITUS 50F FACE SIZE (FS) AS NOTED. BORDER TYPE AS REQUIRED BY ARCHITECTURAL REFLECTED CEILING PLAN. 1/2"X1/2"X1/2" ALUMINUM GRID WITH HEAVY EXTRUDED ALUMINUM CONSTRUCTION FOR BORDER. FINISH AS APPROVED BY ARCHITECT.
C EGGCRATE RETURN AIR/EXHAUST REGISTER TITUS 50F FACE SIZE (FS) 24X24, 24X12, 12X12, AS NOTED. NECK SIZE = FACE SIZE - 2" FOR DUCTWORK CONNECTION. BORDER TYPE AS REQUIRED BY ARCHITECTURAL REFLECTED CEILING PLAN. 1/2"X1/2"X1/2" ALUMINUM GRID, HEAVY EXTRUDED ALUMINUM CONSTRUCTION
FOR BORDER. PROVIDE FACE OPERABLE DAMPER ON EXHAUST REGISTERS. FINISH AS APPROVED BY ARCHITECT.
D PLENUM SLOT SUPPLY DIFFUSER TITUS TBDI-80 TWO-SLOT DIFFUSER (1"SLOT EACH), LENGTH AS NOTED, INLET SIZE AND CFM AS NOTED ON THE DRAWING, WITH INSULATED PLENUM AND ADJUSTABLE GASKETED BLADE PATTERN CONTROLLER. PROVIDE FACE OPERABLE DAMPER FOR DIFFUSERS IN
INACCESSIBLE CEILINGS. PROVIDE BORDER TYPE AS REQUIRED FOR CEILING APPLICATION. FINISH AS APPROVED BY ARCHITECT.
E HIGH CAPACITY, HIGH THROW, LINEAR SUPPLY
AIR SLOT
TITUS FL-10 1-SLOT LINEAR DIFFUSER (1" SLOT) WITH END CAPS, LENGTH AS NOTED WITH HIGH THROW PATTERN, MAXIMUM 63 CFM/LINEAR FOOT. BORDER TYPE 22 FOR GYPSUM MUD IN CEILING. PROVIDE INSULATED PLENUM AS NOTED. DAMPER SHALL BE INSTALLED IN
DUCTWORK BRANCH TO SLOT AND SHALL BE ACCESSIBLE THROUGH FACE OF SLOT.
F HIGH CAPACITY, JET THROW, LINEAR SUPPLY AIR
SLOT
TITUS FL-10 1-SLOT LINEAR DIFFUSER (1" SLOT) WITH END CAPS, LENGTH AS NOTED WITH JET THROW PATTERN, MAXIMUM 100 CFM/LINEAR FOOT. BORDER TYPE 22 FOR GYPSUM MUD IN CEILING. PROVIDE 4'-0" INSULATED PLENUM, NECK SIZE AS NOTED, QUANTITY AS
NOTED. DAMPER SHALL BE INSTALLED IN DUCTWORK BRANCH TO SLOT AND SHALL BE ACCESSIBLE THROUGH FACE OF SLOT. PORTION OF SLOT NOT USED SHALL BE BLANKED OFF.
G LINEAR RETURN AIR SLOT TITUS FBRI-10 1-SLOT LINEAR DIFFUSERS (1" SLOT), LENGTH AS NOTED WITH INSULATED RETURN AIR SHIELD. BORDER TYPE 22 FOR GYPSUM MUD IN CEILING.
H SIDEWALL EXHAUST REGISTER TITUS 350 FL FACE SIZE (FS) AS NOTED. BORDER TYPE AS REQUIRED FOR MOUNTINNG. ALUMINUM CONSTRUCTION WITH ALUMINUM BLADES. FRONT BLADES SHALL BE PARALLEL TO THE LONG DIMENSION AND SPACED 3/4" ON CENTERS WITH A 35° DEFLECTION ANGLE.
PROVIDE FACE OPERABLE OPPOSED BLADE VOLUME DAMPER. FINISH AS APPROVED BY THE ARCHITECT.
J SIDEWALL TRANSFER REGISTER TITUS 350 FL FACE SIZE (FS) AS NOTED. BORDER TYPE AS REQUIRED FOR MOUNTINNG. ALUMINUM CONSTRUCTION WITH ALUMINUM BLADES. FRONT BLADES SHALL BE PARALLEL TO THE LONG DIMENSION AND SPACED 3/4" ON CENTERS WITH A 35° DEFLECTION ANGLE.
FINISH AS APPROVED BY ARCHITECT.
K SIDEWALL SUPPLY AIR REGISTER TITUS 300 FS FACE SIZE (FS) AS NOTED. BORDER TYPE AS REQUIRED FOR MOUNTINNG. ALUMINUM CONSTRUCTION WITH ALUMINUM BLADES. INDIVIDUALLY ADJUSTABLE DOUBLE DEFLECTION BLADES SPACED ON 3/4" CENTERS. FRONT BLADES SHALL BE PARALLEL TO THE
SHORT DIMENSION. FINISH AS APPROVED BY THE ARCHITECT.
L LINER FLOOR GRILLE PRICE LFG SIZE OF GRILLE SHAL MATCH DIMENSIONS OF TRENCH HEATER. CONTINUOUS MANDREL CORE FLOOR GRILLE WITH END CAPS, NARROW BAR SPACING, CORE 15A, 0 DEGREE DEFLECTION. REMOVEABLE CORE AND CONCEALED MOUNTING BRACKET. OFFICE
LOBBY SHALL HAVE BORDER TYPE 187 AND RESIDENTIAL LOBBY SHALL HAVE BORDER TYPE 125. COLOR AND FINISH SHALL BE SELECTED AND APPROVED BY THE ARCHITECT.
DUCTLESS SPLIT FAN COIL/CONDENSING UNIT SCHEDULE
MARK SERVES TYPE
SUPPLY FAN COOLING CAPCITY HEATING CAPACITY BASIS OF DESIGN "MITSUBISHI" UNO
NOTESCFM OA CFM ESP HP
DX COIL HEAT PUMP
FAN COIL UNIT CONDENSING UNITTOTAL (MBH)
SENSIBLE
(MBH)EAT (DB/WB) SEER
CAPACITY
(MBH)HSPF/COP
DFCU-01-01 MAIN ELECTRICAL ROOM COOLING 370 0 0 12.0 9.72 75/62.5 20.8 NA NA PKA-A12HA7 PUY-A12NKA7 1 THRU 8, 10, 11
DFCU-01-02 TELECOM ROOM COOLING 705 0 0 24.0 18.48 75/62.5 21.4 NA NA PKA-A242KA7 PUY-A24NKA7 1 THRU 8, 10, 11
DFCU-01-03 FIRE COMMAND CENTER HEAT PUMP 370 0 0 18.0 12.42 75/62.5 18.5 19.0 10.2/4.26 PKA-A18HA7 PUZ-A18NKA7 1 THRU 7, 11
DFCU-03-02 ELECTRICAL ROOM PARKING
DECK
COOLING 370 0 0 12.0 9.72 75/62.5 20.8 NA NA PKA-A12HA7 PUY-A12NKA7 1 THRU 8, 10, 11
DFCU-06-02 ELECTRICAL ROOM PARKING
DECK
COOLING 370 0 0 12.0 9.72 75/62.5 20.8 NA NA PKA-A12HA7 PUY-A12NKA7 1 THRU 8, 11
DFCU-07-02 DOG WASH HEAT PUMP 370 0 0 12.0 9.72 75/62.5 20.8 14.0 10.2/4.31 PKA-A12HA7 PUZ-A12NKA7 1 THRU 7, 11
DFCU-07-03 GARAGE ELEVATOR MACH
SHAFT
COOLING 370 0 0 12.0 9.72 75/62.5 20.8 NA NA PKA-A12HA7 PUY-A12NKA7 1 THRU 8, 10, 11
DFCU-08-02 ELECTRICAL ROOM PARKING
DECK
COOLING 370 0 0 12.0 9.72 75/62.5 20.8 NA NA PKA-A12HA7 PUY-A12NKA7 1 THRU 8, 10, 11
DFCU-17-01 OFFICE ELEVATOR MACH SHAFT COOLING 700 0 0 NOMINAL 19.3 17.8 75/62.5 14.0 NA NA CARRIER
40MKCB22B-3
CARRIER
AHA424A003
1 THRU 6, 8, 9, 11
DFCU-17-02 OFFICE ELEVATOR MACH SHAFT COOLING 700 0 0 NOMINAL 19.3 17.8 75/62.5 14.0 NA NA CARRIER
40MKCB22B-3
CARRIER
AHA424A003
1 THRU 6, 8, 9, 11
DFCU-R-01 APARTM ELEV MACH SHAFT COOLING 705 0 0 24.0 18.48 75/62.5 21.4 NA NA PKA-A242KA7 PUY-A24NKA7 1 THRU 8, 11
DFCU-R-02 APARTM ELEV MACH SHAFT COOLING 370 0 0 12.0 9.72 75/62.5 20.8 NA NA PKA-A12HA7 PUY-A12NKA7 1 THRU 8, 11
DFCU-XX-01 RESID ELEV LOBBY P2 THRU P8
(7 TOTAL)
HEAT PUMP 370 0 0 12.0 9.72 75/62.5 20.8 14.0 10.2/4.31 PKA-A12HA7 PUZ-A12NKA7 1 THRU 7, 11
FAN SCHEDULE
MARK SERVES TYPE
FAN MOTOR BASIS OF DESIGN
"MANUFACTURER"NOTESCFM ESP HP DRIVE
F-01-01 GENERATOR ROOM IN LINE FAN 2000 0.25 1/4 BELT COOK 120 SQN-B 1, 5, 7, 9, 11, 19, 21
F-01-02 PUMP ROOM IN LINE FAN 1200 0.25 1/4 BELT COOK 120 SQN-B 1, 5, 7, 9, 11, 19, 21
F-01-03 LOADING DOCK IN LINE FAN 350 0.5 1/4 BELT COOK 70 SQN-B 1, 5, 7, 9, 13, 21
F-01-04 SINGLE TOILET/JANITOR CLOSET IN LINE FAN 150 0.5 1/6 BELT COOK 60 SQN-B 1, 5, 7, 9, 13, 21
F-01-05 EMERGENCY ELECTRICAL ROOM IN LINE FAN 200 0.5 1/6 BELT COOK 70 SQN-B 1, 5, 7, 9, 16, 21
F-01-06 OA FCU-01-01,02 IN LINE FAN 400 0.5 1/6 BELT COOK 80 SQN-B 1, 5, 7, 17, 21
F-01-07 TRASH ROOM IN LINE FAN 1500 0.5 1/2 BELT COOK 120 SQN-B 1, 5, 7, 9, 15, 21
F-02-01 STAIR PRESS #2 GARAGE VANE AXIAL IN LINE 8000 0.75 3 BELT COOK 24AFBV-C 1, 3, 6, 8, 12, 21
F-07-01 DOG WASH IN LINE FAN 150 0.25 1/6 BELT COOK 70 SQN-B 1, 5, 7, 14, 19, 21
F-08-01 STAIR PRESS #2 OFFICE VANE AXIAL IN LINE 7000 0.75 2 BELT COOK 24AFBV-C 1, 3, 7, 8, 12, 21
F-17-01 STAIR PRESS #1 OFFICE/GARAGE VANE AXIAL IN LINE 15000 1.0 7.5 BELT COOK 28AFBV-C 1, 3, 6, 8, 12, 21
F-17-02 POOL CHEMICAL INTAKE FAN IN LINE FAN 200 0.50 1/6 BELT COOK 70 SQN-B 1, 5, 7, 9, 15, 18, 21
F-17-03 POOL CHEMICAL EXHAUST FAN IN LINE FAN 200 0.50 1/6 BELT COOK 70 SQN-B 1, 5, 7, 15, 18, 20, 21
F-18-01 AMENITY POOL SINGLE TOILET CABINET 70 0.25 30.4W DIRECT COOK GC-148 1, 4, 13, 21
F-18-02 AMENITY TOILETS IN LINE FAN 200 0.5 1/6 DIRECT COOK 70 SQN-B 1, 5, 7, 9, 15, 21
F-A APARTMENT TOILETS CABINET 50 0.25 0.13 DIRECT DELTA BREEZE
SLM70
1, 4, 13, 21
F-PH-01 PENTHOUSE VENTILATION IN LINE FAN 1200 0.25 1/4 BELT COOK 120 SQN-B 1, 5, 7, 9, 11, 19, 21
F-R-01 STAIR PRESSURIZATION #1 VANE AXIAL IN LINE 12000 1.0 5 BELT COOK 28AFBV-C 1, 2, 8, 12, 21
F-R-02 STAIR PRESSURIZATION #2 VANE AXIAL IN LINE 12000 1.0 5 BELT COOK 28AFBV-C 1, 2, 8, 12, 21
F-XX-01 ELECTRICAL ROOMS - OFFICE IN LINE FAN 250 0.25 1/6 BELT COOK 70 SQN-B 1, 5, 7, 11, 19, 21
HEAT EXCHANGER SCHEDULE
MARK SERVES TYPE
HOT SIDE COLD SIDE BASIS OF DESIGN
"SONDEX"NOTESEWT LWT GPM PD (FT) EWT LWT GPM PD (FT)
HX-01 PENTHOUSE CONDENSER WATER PLATE & FRAME 98 88 1350 6.9 85 95 1800 11.6 A67-IS10-276-TMTL78 1, 2
HEAT EXCHANGER NOTES:
1. PROVIDE HOUSEKEEPING PAD.
2. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
DUCTLESS SPLIT FAN COLI/CONDENSING UNIT NOTES:
1. REFER TO ELECTRICAL DRAWINGS FOR SERVICE VOLTAGE CHARACTERISTICS.
2. COOLING CAPACITY AT SCHEDULED CONDITIONS. CONDENSING UNIT SHALL BE RATED FOR 95 °F.
3. CONDENSING UNIT ON THE ROOF SHALL BE SUPPORTED AS NOTED ON DETAIL 5/M6-02. CONDENSING UNIT IN THE PARKING DECK SHALL BE SUPPORTED ON NEOPRENE PADS. REFER TO ARCHITECTURAL DRAWINGS.
4. UNITS SHALL BE WALL MOUNTED 8'-0" ABOVE THE FINISHED FLOOR OR AS NOTED ON THE DRAWINGS.
5. PROVIDE DIGITAL THERMOSTAT, REMOTE MOUNTED.
6. ROUTE CONDENSATE, FULL SIZE, TO NEAREST FLOOR DRAIN OR HUB DRAIN. SEE PLUMBING DRAWING FOR EXACT LOCATION.
7. INDOOR UNITS RECEIVE POWER FROM OUTDOOR UNITS THROUGH FIELD SUPPLIED INTERCONNECTED WIRING, REFER TO ELECTRICAL DRAWINGS.
8. PROVIDE LOW AMBIENT CONTROL DOWN TO 10 °F.
9. UNIT SHALL BE CAPABLE OF REFRIGERANT LINE LENGTHS UP TO 200 FT. PROVIDE POWER TO BOTH INDOOR AND OUTDOOR UNIT SEPARATELY, SEE ELECTRICAL DRAWINGS.
10. PROVIDE UNIT MOUNTED CONDENSATE PUMP.
11. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
FAN NOTES:
1. REFER TO ELECTRICAL DRAWINGS FOR SERVICE VOLTAGE CHARACTERISTICS.
2. PROVIDE ROOF SUPPORT TO MATCH SLOPE, MOTOR OPERATED DAMPER, DISCONNECT SWITCH AND VFD.
3. PROVIDE MOTOR OPERATED DAMPER, DISCONNECT SWITCH AND VFD.
4. PROVIDE INTEGRAL GRILLE, BACKDRAFT DAMPER, SPEED CONTROLLER MOUNTED AT FAN, DISCONNECT SWITCH AND STARTER.
5. PROVIDE BACKDRAFT DAMPER, SPEED CONTROLLER MOUNTED AT FAN, DISCONNECT SWITCH AND STARTER.
6. FAN SHALL BE FLOOR MOUNTED FROM FIELD FABRICATED SUPPORTS WITH NEOPRENE ISOLATION PADS UNDER FAN.
7. FAN SHALL BE SUSPENDED FROM STRUCTURE WITH VIBRATION ISOLATION HANGERS.
8. FAN SHALL BE INTERLOCKED WITH MOTOR OPERATED DAMPER.
9. FAN SHALL BE INTERLOCKED WITH INTAKE MOTOR OPERATED DAMPER.
10. FAN SHALL BE CONTROLLED BY A WALL MOUNTED SMOKE DETECTOR.
11. FAN SHALL BE CONTROLLED BY AN ADJUSTABLE LINE VOLTAGE THERMOSTAT.
12. FAN SHALL BE CONTROLLED BY THE FIRE CONTROL SYSTEM.
13. FAN SHALL BE CONTROLLED BY A WALL SWITCH.
14. FAN SHALL BE CONTROLLED BY WALL SWITCH WITH 15 MINUTE OFF-DELAY AFTER THE LIGHTS ARE TURNED OFF.
15. FAN SHALL RUN CONTINUOUSLY.
16. WHEN FAN IS ENERGIZED, FAN F-01-06 SHALL BE DE-ENERGIZED.
17. FAN SHALL BE ENERGIZED WHEN EITHER FCU-01-01 OR FCU-01-02 IS RUNNING AND IN THE OCCUPIED MODE. FAN SHALL NOT RUN IN THE UNOCCUPIED MODE.
18. FAN F-17-02 AND F-17-03 SHALL BE INTERLOCKED TO RUN SIMULTANEOUSLY.
19. PROVIDE PROTECTIVE SCREEN ON INLET OF FAN.
20. FAN SHALL BE CORROSION RESISTANT PER NCMC503.4.
21. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
COOLING TOWER NOTES:
1. PROVIDE 3-PROBE WATER LEVEL CONTROL PACKAGE FOR EACH CELL.
2. PROVIDE CONTACTOR FOR HEATER PACKAGE.
3. PROVIDE INVERTER DUTY FAN MOTOR.
4. PROVIDE FAN MOTOR(S) WITH VARIABLE FREQUENCY DRIVE.
5. PROVIDE LADDER, 3 FT LADDER EXTENSION, LOW SOUND FAN, AND VIBRATION SWITCH.
6. STRUCTURAL SUPPORT FOR TOWER SAHLL BE DESIGNED BY THE STRUCTURAL ENGINEER.
7. TOWER IS A TWO (2) CELL TOWER. PROVIDE INDEPENDENT CELL OPERATION WITH FLUME BOX PLATE, SUCTION MAKEUP, DRAIN AND OVERFLOW.
8. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
Date Issue/Revision
08.14.18 ISSUED FOR
CONSTRUCTION
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/10/2018 4:24:34 PM C:\Users\Dejong.LEPPARDJOHNSON\Documents\17062 - Mechanical_v17_Dejong.rvtM5−02
08.14.18MECHANICAL SCHEDULES401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
OUTSIDE AIR UNIT WITH GAS HEAT SCHEDULE
MARK SERVES TYPE
SUPPLY FAN COOLING CAPACITY HOT GAS REHEAT HEATING CAPACITY
UNIT LAT
(DB/WB)
BASIS OF DESIGN
"DAIKIN"NOTESCFM ESP HP
DX COIL
CAPACITY (MBH) EAT/LAT
GAS HEAT
TOTAL (MBH) SENSIBLE (MBH) EAT (DB/WB) LAT (DB/WB)INPUT (MBH)
OUTPUT
(MBH)EAT/LAT
OAU-01 APARTMENT VENTILATION HOT GAS REHEAT 10000 2.0 7.5 835.3 385.2 88/77 52.8/52.8 186.9 52.8/70 812.5 650 17.0/76.9 54.2/53.3 RPS068D 1 THRU 5
OAU-02 APARTMENT VENTILATION HOT GAS REHEAT 10000 2.0 7.5 835.3 385.2 88/77 52.8/52.8 186.9 52.8/70 812.5 650 17.0/76.9 54.2/53.3 RPS068D 1 THRU 5
HOOD SCHEDULE
MARK SERVES TYPE BASIS OF DESIGN "COOK" CFM SP NOTES
H-01-01 GENERATOR ROOM INTAKE 24 PR 2000 .05 1, 2, 3
POWERED INDUCTION UNIT SCHEDULE
MARK SERVES TYPE
PRIMARY AIR FAN
HEATING (KW) BASIS OF DESIGN "TITUS" NOTESCFM MAX CFM MIN INLET SIZE CFM ESP HP
PIU-XX-01 OFFICE CORE SERIES 800 150 8 800 0.2 1/4 '-- DTFS 1, 2, 3, 5, 6
PIU-XX-02 OFFICE NORTH PARALLEL 1200 230 10 600 0.2 1/4 6 DTQP 1 THRU 5
PIU-XX-03 OFFICE EAST PARALLEL 1200 230 10 600 0.2 1/4 6 DTQP 1 THRU 5
PIU-XX-04 OFFICE SOUTH PARALLEL 1200 230 10 600 0.2 1/4 6 DTQP 1 THRU 5
PIU-XX-05 OFFICE WEST PARALLEL 1200 230 10 600 0.2 1/4 6 DTQP 1 THRU 5
PUMP SCHEDULE
MARK SERVES TYPE
MOTOR PUMP BASIS OF DESIGN
"BELL &
GOSSETT"NOTESHP RPM GPM PD (FT)
P-01 OFFICE CWSR LOOP END SUCTION 30 1800 675 110 e-1510 4GC 1 THRU 5, 7
P-02 OFFICE CWSR LOOP END SUCTION 30 1800 675 110 e-1510 4GC 1 THRU 5, 7
P-03 OFFICE CWSR LOOP END SUCTION 30 1800 675 110 e-1510 4GC 1 THRU 5, 7
P-04 TOWER CWSR LOOP DOUBLE SUCTION SPLIT
CASE
20 1200 900 60 VSX-VSCS
6x8x13.5B
1 THRU 7
P-05 TOWER CWSR LOOP DOUBLE SUCTION SPLIT
CASE
20 1200 900 60 VSX-VSCS
6x8x13.5B
1 THRU 7
P-06 TOWER CWSR LOOP DOUBLE SUCTION SPLIT
CASE
20 1200 900 60 VSX-VSCS
6x8x13.5B
1 THRU 7
SPLIT SYSTEM FAN COIL/CONDENSING UNIT SCHEDULE
MARK SERVES TYPE
SUPPLY FAN COOLING CAPCITY HEATING CAPACITY
BASIS OF DESIGN
"GOODMAN"
NOTESCFM OA CFM ESP HP
DX COIL ELECTRIC HEAT HEAT PUMP
FAN COIL
UNIT
CONDENSING
UNITTOTAL (MBH)
SENSIBLE
(MBH)EAT (DB/WB) SEER
CAPACITY
(KW)STEPS
CAPACITY
(MBH)HSPF
FCU-01-01 OFFICE LOBBY VERTICAL 1600 200 0.5 3/4 45.1 34.8 77.1/64.2 14.5 15 2 45.06 3.82 FX4DNF049L00 25HCE 1, 2, 4, 5, 7 THRU 12, 14,16
FCU-01-02 OFF LOBBY INTERIOR VERTICAL 1600 200 0.5 3/4 45.1 34.8 77.1/64.2 14.5 8 2 45.06 3.82 FX4DNF049L00 25HCE 1, 2, 4, 5, 7 THRU 12, 14, 16
FCU-A STUDIO AND 1 BEDROOM VERTICAL 600 40 0.5 1/3 15.8 13.1 75/62.5 14 5 1 10 8.2 AWUF190816 GSZ140191 1, 2, 3, 5, 6, 8, 9, 10, 12 THRU 16
FCU-B 2 BEDROOM VERTICAL 800 60 0.5 1/3 20.7 17.0 75/62.5 14 8 2 13 8.2 AWUF250815 GSZ140251 1, 2, 3, 5, 6, 8, 9, 10, 12 THRU 16
WATER COOLED ENERGY RECOVERY UNIT SCHEDULE
MARK SERVES TYPE
SUPPLY FAN EXHAUST FAN COOLING CAPACITY HEATING CAPACITY CONDENSER WATER
UNIT LAT
(DB/WB)
BASIS OF DESIGN
"DAIKIN"NOTESCFM ESP (") HP CFM ESP(") HP
HEAT WHEEL DX COIL HEAT WHEEL ELECTRIC HEAT
EWT (°F) LWT (°F) GPM PD (FT)TOTAL (MBH) EAT (DB/WB) LAT (DB/WB) TOTAL (MBH) SENSIBLE (MBH) EAT (DB/WB) LAT (DB/WB) TOTAL (MBH) LAT (DB/WB)kW STEPS
ERU-01 OFFICE VENTILATION WATER COOLED WHEEL 21000 2.0 1.5 AT120V, 20
AT V480/3
16800 2.0 2@7.5 628.3 88.0/77.0 80.3/70.1 1090.4 607.0 80.3/70.1 53.9/53.9 1040.0 49.0/40.6 80 AT 480/3 6.0 88 98 267 10.8 55.8/54.5 CAC0322GVHM
AND SWP088HSL
1 THRU 3
WATER COOLED INDOOR SELF CONTAINED UNIT SCHEDULE
MARK SERVES TYPE
SUPPLY FAN COOLING CAPACITY
BASIS OF DESIGN
"CARRIER"NOTESCFM
PRETREATED
OA CFM ESP HP
DX COIL WATER ECONOMIZER
TOTAL (MBH) SENSIBLE (MBH) EAT (DB/WB) LAT (DB/WB) EWT LWT GPM PD (FT)
SYSTEM PD
(FT)TOTAL WE SENSIBLE WE
LAT WE
(DB/WB)EWT WE LWT WE GPM WE PD WE
SCU-XX-01 OFFICE HVAC UNIT VAV 17500 3000 3.0 2 AT 7.5 617.2 478.4 75/62.5 50 88 98 150 13.6 34.2 347.7 261.9 61.1/55.8 55 60 150 20.6 50BVW054 1 THRU 12
EXPANSION TANK SCHEDULE
MARK SERVES TYPE
SYSTEM
VOLUME BASIS OF DESIGN "BELL & GOSSETT" NOTES
ET-01 PENTHOUSE EXPANSION TANK BLADDER 1050 GALLONS B-300 1, 2, 3
ELECTRIC HEATER SCHEDULE
MARK SERVES TYPE KW BASIS OF DESIGN NOTES
EH-01 STAIRS, EXT DOORS, CORRIDORS AND
DOORS
WALL HEATER 3.0 QMARK AWH4307F 1, 2, 3, 7
EH-02 NON CONDITIONED SPACES UNIT HEATER 5 QUMARK MUH0571 1, 2, 4, 7
EH-03 LOADING DOCK, P8 CEILING, AMENITY PATIO
CEILING
PLENUM HEATER 1.9 QMARK CHPR25 1, 2, 4, 7
EH-04 P2 THRU P6 PARKING ELEVATOR LOBBY SURFACE
MOUNTED HEATER
3.0 QMARK CDF547 1, 2, 5, 7
EH-05 OFFICE LOBBY - 3 SECTIONS FOR TOTAL
LENGTH
20FT TRENCH
HEATER
8' AT 2.0, 4'.0 AT 1.0, 8' AT
2.0
PRICE LFGH-RC 1, 2, 6, 7
EH-06 OFFICE LOBBY - 1 SECTION FOR TOTAL
LENGTH
4FT TRENCH
HEATER
4' AT 1.0 PRICE LFGH-RC 1, 2, 6, 7
EH-07 RESIDENTIAL LOBBY - 1 SECTION FROR
TOTAL LENGTH
4 FT TRENCH
HEATER
4' AT 1.0 PRICE LFGH-RC 1, 2, 6, 7
EH-08 RESIDENTIAL LOBBY - 2 SECTIONS FOR
TOTAL LENGTH
12FT TRENCH
HEATER
6' AT 1.5, 6' AT 1.5 PRICE LFGH-RC 1, 2, 6, 7
EH-09 OFFICE SHELL 5 FLOORS PLENUM HEATER 5.0 MARKEL P3P5705T 1, 2, 4, 7
OUTSIDE AIR UNIT WITH GAS HEAT NOTES:
1. REFER TO ELECTRICAL DRAWINGS FOR SERVICE VOLTAGE CHARACTERISTICS.
2. COOLING CAPACITY AT CONDITIONS INDICATED. CONDENSING SECTION SHALL BE RATED FOR 105°F.
3. PROVIDE FACTORY INSULATED ROOF CURB TO ACCOMMODATE ROOF SLOPE.
4. UNIT SHALL HAVE HOT GAS REHEAT COIL.
5. REFER TO SPECIFICATIONS FOR ADDITIONAL UNIT REQUIREMENTS.
WATER COOLED ENERGY RECOVERY UNIT NOTES:
1. PROVIDE HOUSE KEEPING PAD.
2. ERU CONSISTS OF TWO SECTIONS CONNECTED BY DUCTWORK. FIRST SECTION: FILTERS, HEAT WHEEL, ELECTRIC HEATING COILS, AND RETURN AIR FANS. SECOND SECTION: 100% OUTSIDE AIR SELF CONTAINED UNIT.
3. REFER TO SPECIFICATIONS FOR ADDITIONAL UNIT REQUIREMENTS.
WATER COOLED INDOOOR SELF CONTAINED UNIT NOTES:
1. REFER TO ELECTRICAL DRAWINGS FOR SERVICE VOLTAGE CHARACTERISTICS.
2. UNIT SHALL BE HIGH EFFICIENY TYPE WITH MICROPROCESSOR CONTROLS AND BAC-NET INTERFACE COMPATABLE WIT BAS.
3. PROVIDE SINGLE POINT CONNECTION AND BUILT-IN DISCONNECT.
4. PROVIDE TWO (2) SETS OF 2" FILTERS FOR UNIT. MINIMUM EFFICIENCY HALL BE 11 MERV AT 500 FPM MAXIMUM VELOCITY.
5. PROVIDE SMOKE DETECTOR AT RETURN TO UNIT. DETETORS SHALL BE ACCESSIBLE. DETECTORS SHALL BE PROVIDED AND INSTALLED BY MECHCANICAL CONTRACTOR. WIRING TO FIRE ALARM PANEL TO BE PROVIDED BY ELECTRICAL CONTRACTOR.
6. ROUTE CONDENSATE FULL SIZE OF UNIT CONNECTION TO NEAREST FLOOR DRAIN OR HUB DRAIN. SEE PLUMBING DRAWINGS FOR EXACT LOCATION.
7. PROVIDE 4 ROW COOLING COIL. FACE VELOCITY ON COOLING COIL = 500 FPM.
8. PROVIDE VARIABLE FREQUENCY DRIVE AND DISCONNECT.
9. REFER TO SPECIFICATIONS FOR ADDITIONAL UINT REQUIREMENTS.
10. PRETREATED OUTSIDE AIR PROVIDED FROM ERU UNIT.
11. PROVIDE HOUSEKEEPING PAD.
12. REFER TO SPECIFICATIONS FOR ADDITIONAL UNIT REQUIREMENTS.
SPLIT SYSTEM FAN COIL UNIT NOTES:
1. REFER TO ELECTRICAL DRAWINGS FOR SERVICE VOLTAGE CHARACTERISTICS.
2. COOLING CAPACITY AT CONDITIONS INDICATED. CONDENSING UNITS ON ROOF SHALL BE RATED FOR 105°F. CONDENSING UNITS LOCATED ELSEWHERE SHALL BE RATED AT 95°.
3. CONDENSING UNIT ON ROOF SHALL BE SUPPORTED ON PRE-MANUFACTURED EQUIPMENT FRAMES. REFER TO DRAWING M6-04.
4. CONDENSING UNIT INSTALLED ON PARKING DECK SHALL BE SUPPORTED ON NEOPRENE PADS.
5. PROVIDE TWO (2) SETS OF 1" FILTERS FOR UNIT. MINIMUM EFFICIENCY (500 FPM MAX. VELOCITY) MERV 8 EFFICIENCY.
6. UNIT SHALL BE WALL MOUNTED, SEE DETAIL 1/M6-02.
7. UNIT SHALL BE FLOOR MOUNTED, SEE DETAIL 4/M6-02.
8. ROUTE CONDENSATE FULL SIZE TO NEAREST FLOOR DRAIN OR HUB DRAIN. SEE PLUMBING DRAWINGS FOR EXACT LOCATIONS.
9. UNIT SHALL BE CONTROLLED BY PROGRAMABLE THERMOSTAT.
10. MANUFACTURER TO SIZE REFRIGERANT PIPING BASED ON ACTUAL PROJECT CONDITIONS; INCLUDING PIPING DIAGRAM, VALVES, AND ACCESSORIES REQUIRED FOR SYSTEM OPERATION. REFRIGERANT PIPING TO BE INSTALLED BY CONTRACTOR.
11. PROVIDE MOTOR OPERATED DAMPER INTERLOCKED WITH FCU FAN. FAN TO CYCLE BASED ON OPERATION OF THERMOSTAT. DAMPER TO CLOSE WHEN FAN CYCLES OFF.
12. PROVIDE FACTORY INSTALLED HEATER WITH SINGLE POINT CONNECTION OR DUAL CIRCUIT FOR LARGE HEATERS, REFER TO ELECTRICAL DRAWINGS.
13. PROVIDE LONG LINE KIT AND ALL MANUFACTURER'S RECOMMENDED ACCESSORIES FOR ALL REFRIGERANT LINE LENGTHS OVER THE MANUFACTURER'S STANDARD LENGTH.
14. PROVIDE 1 STAGE HEAT FOR HEATERS BELOW 5 KW. PROVIDE 2 STAGE HEAT FOR HEATERS 5 KW TO 10 KW. PROVIDE 3 STAGE HEAT FOR HEATERS OVER 10 KW.
15. PRETREATED OUTSIDE AIR SUPPLIED FROM DEDICATED OUTSIDE AIR UNIT WITH GAS HEAT.
16. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
POWER INDUCTION UNIT NOTES:
1. REFER TO ELECTRICAL DRAWINGS FOR SERVICE VOLTAGE CHARACTERISTICS.
2. PROVIDE PRESSURE INDEPENDENT AIR VALVE.
3. PROVIDE DIGITAL CONTROLS FOR CONNECTION TO BMS.
4. PROVIDE SINGLE POINT CONNECTION, FACTORY MOUNTED DISCONNECT FOR HEATER, AND INTEGRAL TRANSFORMER FOR CONTROL POWER. PROVIDE 1 STAGE HEAT FOR HEATERS 5 KW AND SMALLER,
AND 2 STAGE HEAT FOR HEATERS ABOVE 5 KW TO 12 KW.
5. REFER TO SPECIFICATIONS FOR ADDITIONAL UNIT REQUIREMENTS.
6. PROVIDE SINGLE POINT CONNECTION, FACTORY MOUNTED DISCONNECT FOR HEATER, AND INTEGRAL TRANSFORMER FOR CONTROL POWER.
PUMP NOTES:
1. REFER TO ELECTRICAL DRAWINGS FOR SERVICE VOLTAGE CHARACTERISTICS.
2. PROVIDE HOUSEKEEPING PAD AND INERTIA BASE UNDER PUMP.
3. PUMP SHALL BE PROVIDED WITH VARIABLE FREQUENCY DRIVE.
4. PROVIDE STARTER AND DISCONNECT.
5. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
6. NPSH = 7 FT.
7. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
EXPANSION TANK NOTES:
1. PROVIDE HOUSEKEEPING PAD.
2. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
3. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
HOOD NOTES:
1. PROVIDE INSULATED ROOF CURB TO MATCH ROOF SLOPE.
2. PROVIDE MOTORIZED DAMPER INTERLOCKED WITH EXHAUST FAN. DAMPER SHALL OPEN WHEN FAN IS OPERATING.
3. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
ELECTRIC HEATER NOTES:
1. REFER TO ELECTRICAL DRAWINGS FOR SERVICE VOLTAGE CHARACTERISTICS.
2. MAINTAIN ALL MANUFACTURER'S RECOMMENDED CLEARANCES.
3. PROVIDE BUILT-IN DISCONNECT, INTERNAL THERMOSTAT TO MAINTAIN SPACE TEMPERATURE OF 60°F ADJUSTABLE IN STAIRWELLS AND 70°
ADJUSTABLE IN INTERNAL SPACES. HEATER SHALL BE MOUNTED 18" AFF.
4. PROVIDE BUILT-IN DISCONNECT, MOUNTING BRACKET (WALL/CEILING AS REQUIRED), AND UNIT MOUNTED THERMOSTAT TO MAINTAIN SPACE,
ADJUSTABLE OF 70°F BELOW CONDITIONED SPACES AND 50°F ADJUSTABLE IN MECHANICAL SPACES AND OFFICE SHELL.
5. PROVIDE SURFACE MOUNTED FRAME FOR HEATER WITH DISCONNECT AND CEILING MOUNTED THERMOSTAT SET AT 60°F ADJUSTABLE.
6. PROVIDE TRENCH HEATER WITH DISCONNECT. HEATER SHALL BE PROVIDED IN MULTIPLE SECTIONS (AS NOTED) TO MAKE UP THE REQUIRED
LENGTH. EACH SECTION SHALL BE INDIVIDUALLY WIRED. SECTIONS SHALL BE FLANGED TOGETHER FOR FIELD CONNECTION. EACH UNIT SHALL
HAVE ITS OWN ELECTRIC ELEMENT AND ELECTRICAL BOX. PROVIDE OUTDOOR SENSOR TO ENERGIZE HEATER WHEN OUTSIDE AIR IS 50° F OR
LOWER.
7. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
Date Issue/Revision
08.14.18 ISSUED FOR
CONSTRUCTION
SCALE:
3
M6-01
T-BAR CEILING DETAIL
N.T.S.
MANUAL VOLUME DAMPER
INSULATED
FLEXIBLE DUCT
MAX SAG 1/2" PER FOOT
BETWEEN SUPPORTS
FRAME FOR
INSTALLATION
IN T-BAR CEILING
LINED PLENUM
ADJUSTABLE GASKETED
BLADE PATTERN
CONTROLLERS
PROVIDE FLEXIBLE ADJUSTABLE
SHAFT ACCESSIBLE THROUGH
FACE OF DIFFUSER IF BALANCING
DAMPER IS NOT ACCESSIBLE
SUSPENDED
CEILING
SECURELY CLAMP FLEXIBLE
DUCT TO DIFFUSER FITTING
BETWEEN WIRES OF THE LAST
SPIRAL WITH 1/2" STAINLESS
STEEL ADJUSTABLE BAND
CLAMP WITH CADMIUM PLATED
BUCKLE AND SLOTTED HEX-HEAD
SCREW
SCALE:
2
M6-01
TYPICAL SLOT DIFFUSER
GYPSUM CEILING DETAIL
N.T.S.
SUSPENDED CEILING, SEE ARCHITECTURALRADIUS OF BEND ATLEAST1 1/2 X DIAMETER OFFLEX DUCTSCALE:
1
M6-01 N.T.S.
FLEXIBLE DUCTWORK
IN ACCESSIBLE CEILING
ONLY
FLEXIBLE DUCT CLAMP
PER SPECIFICATION
SECTION 233330
CEILING TEE
CEILING TEE
NOTES:
1. INSTALL DAMPERS PER CODE AND MANUFACTURER'S
REQUIREMENTS FOR UL INSTALLATION.
2. SEAL BREAK-AWAY CONNECTIONS.
3. TAPE INSULATION TO DUCT AT BREAK-AWAY CONNECTIONS.
4. BREAK-AWAY CONNECTIONS AND RETAINING ANGLES SHALL
BE VISIBLE.
SCALE:
5
M6-01
TYPICAL FIRE DAMPER
MOUNTING DETAIL
N.T.S.
FUSIBLE LINK
1-1/2x1" 1/2x1/8" GALV. SLEEVE
RETAINING ANGLE MINIMUM
1" OVERLAP ON WALL.
SLEEVE
ACCESSIBLE
ACCESS PANEL
TYPE B FIRE DAMPER.
REFER TO PLAN AND
SCHEDULES FOR RATING.
6" MAX
FIRE RATED WALL
CONSTRUCTION
PER ARCHITECTURAL
DOCUMENTS
6" MAX
ACCESSIBLE
LOCATION OR
ACCESS PANEL
1/2" GAP, 4 SIDES
CEILING SCHEDULED NECK SIZE
TYPICAL SLOT DIFFUSER
LINED PLENUM
CEILING FRAMING
INSULATION
FLEXIBLE DUCT IN
ACCESSIBLE CEILINGS,
SHEET METAL DUCT FOR
INACCESSIBLE CEILINGS
SECURELY CLAMP FLEXIBLE DUCT TO DIFFUSER
FITTING BETWEEN WIRES OF THE LAST SPIRAL WITH
1/2" STAINLESS STEEL ADJUSTABLE BAND CLAMP
WITH CADMIUM PLATED BUCKLE AND SLOTTED
HEX-HEAD SCREW.
MAXIMUM SAG 1/2" PER FOOT BETWEEN
SUPPORTS FOR FLEXIBLE DUCTWORK
CONCEALED DAMPER
ADJUSTMENT SCREW
REFER TO SCHEDULES FOR
DIFFUSER TYPE AND DIMENSIONS
GYPSUM
BOARD
CEILING
NOTES:
1. INSTALL DAMPERS PER CODE AND MANUFACTURER'S
REQUIREMENTS FOR UL INSTALLATION.
2. WHEN MULTIPLE DAMPERED ASSEMBLIES ARE JOINED OR
FASTENED TO THE SLEEVE, DAMPER SHALL BE FASTENED
WITH NO. 10 SCREWS SPACED 6" MAXIMUM, CENTER TO
CENTER.
3. PROVIDE DUCT ACCESS PANEL ON MOTOR SIDE OF DAMPER.
4. PROVIDE SMOKE DETECTORS PER MECHANICAL CODE.
SCALE:
4
M6-01
TYPICAL COMBINATION FIRE
AND SMOKE DAMPER DETAIL
N.T.S.
DUCT LINER
INSULATION OVERLAP
DUCT LINER 2"
SLEEVE
INSULATED
HINGED ACCESS
PANEL IN DUCT
1-1/2X1" 1/2X1/8" GALV.
SLEEVE RETAINING
ANGLE MINIMUM
1" OVERLAP ON WALL.
1/2" GAP, 4 SIDES
FIRE RATED WALL
CONSTRUCTION
PER ARCHITECTURAL
DOCUMENTS
6" MAX
ACCESSIBLE LOCATION
OR ACCESS PANEL
IN CEILING
6" MAX
M
CEILING
SCALE:
7
M6-01
COMBINATION FIRE AND SMOKE DAMPER
WITH GRILLE MOUNTING DETAIL
N.T.S.
NOTES:
1. INSTALL DAMPERS PER MANUFACTURER'S REQUIREMENTS FOR UL INSTALLATION.
2. SEAL BREAK-AWAY CONNECTIONS.
3. TAPE INSULATION TO DUCT AT BREAK-AWAY CONNECTIONS.
4. BREAK-AWAY CONNECTIONS AND RETAINING ANGLES SHALL BE VISIBLE.
5. OPERATOR/ACTUATOR DAMPER MAY BE SUPPLIED WITHOUT
OPERATOR/ACTUATOR INSTALLED. UL LISTED FIRE DAMPER OPERATORS
SPECIFIED ON DAMPER MARKING MAY BE FIELD INSTALLED. SEE
OPERATOR/ACTUATOR INSTALLATION INSTRUCTIONS FOR FIELD MOUNTING OF
DAMPER OPERATORS.
NOTE 5
FIRE/SMOKE RATED
WALLCONSTRUCTION
PERARCHITECTURAL PLAN
#8 MIN. FASTENER
CAULKING MATERIAL
GRILLE
SLEEVE
TRANSFER DUCT
SIZE, SEE PLANS
CEILING
AIR FLOW
AIR FLOW
ACOUSTICAL
DUCT LINING
ACOUSTICAL
SEALANT
TYPICAL
WALL CONSTRUCTION
PER ARCHITECTURAL
PLANS
TRANSFER
DUCT SIZE,
SEE PLANS
AIR FLOW
CEILING
AIR FLOW
CEILING
TRANSFER GRILLE
SIZE AND TYPE AS
NOTED ON PLANS
ACOUSTICAL
DUCT LINING
WALL CONSTRUCTION
PER ARCHITECTURAL
PLANS
SCALE:
8
M6-01
TRANSFER AIR DUCT
WITH GRILLES DETAIL
N.T.S.
AIR FLOW
TRANSFER DUCT
SIZE PER PLANS
CEILING
AIR FLOW
CEILING
ACOUSTICAL
DUCT LINING
ACOUSTICAL
SEALANT
TYPICAL WALL CONSTRUCTION
PER ARCHITECTURAL
PLANS
TRANSFER GRILLE
SIZE AND TYPE AS
NOTED ON PLANS
TYPICAL SUPPLY DIFFUSER CONNECTION
DETAIL FOR SUSPENDED CEILING
NOTES :
1. REFER TO SCHEDULES FOR SLOT DIFFUSER DIMENSIONS.
2. WHERE SPIN-IN DUCT CONNECTION IS ABOVE AN ACCESSIBLE
CEILING, OMIT DAMPER AT DIFFUSER AND PROVIDE BALANCING
DAMPER AT SPIN-IN.NOTES :
1. REFER TO SCHEDULES FOR SLOT DIFFUSER DIMENSIONS.
2. SLOT RETURN REGISTERS ARE SIMILAR INSTALLATION WITH
RETURN PLENUM OR LIGHT SHIELD AS NOTED.
NOTES :
1. REFER TO CONTRACT DOCUMENTS FOR DIFFUSER SCHEDULE
AND DUCTWORK SIZES.
NOTES:
SCALE:
6
M6-01
TYPICAL SMOKE DAMPER
MOUNTING DETAIL
N.T.S.
SLEEVE
1. INSTALL DAMPERS PER CODE AND MANUFACTURER'S
REQUIREMENTS FOR UL INSTALLATION.
2. SEAL BREAK-AWAY CONNECTIONS.
3. TAPE INSULATION TO DUCT AT BREAK-AWAY CONNECTIONS.
4. BREAK-AWAY CONNECTIONS AND RETAINING ANGLES SHALL
BE VISIBLE.
5. OPERATOR/ACTUATOR DAMPER MAY BE SUPPLIED WITHOUT
OPERATOR/ACTUATOR INSTALLED. UL LISTED SMOKE
DAMPER OPERATORS SPECIFIED ON DAMPER MARKING MAY
BE FIELD INSTALLED. SEE OPERATOR/ACTUATOR
INSTALLATION INSTRUCTIONS FOR FIELD MOUNTING OF
DAMPER OPERATORS.
NOTE 5
NOTES 2, 3 & 4
SMOKE RATED WALL
CONSTRUCTION PER
ARCHITECTURAL PLAN
1-1/2x1" 1/2x1/8" GALV. SLEEVE
RETAINING ANGLE MINIMUM
1" OVERLAP ON WALL.
ACCESSIBLE LOCATION
OR ACCESS PANEL
24"
MAX
24"
MAX
M
CEILING
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/10/2018 4:22:45 PM C:\Users\Dejong.LEPPARDJOHNSON\Documents\17062 - Mechanical_v17_Dejong.rvtM6−01
08.14.18MECHANICAL DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
Date Issue/Revision
08.14.18 ISSUED FOR
CONSTRUCTION
ROOF SLAB
SCALE:
ROOF SLAB
NOTES:
1. REFER TO ARCHITECTURAL DETAILS FOR
ADDITIONAL INFORMATION.
ROOF PENETRATION
REFRIGERANT PIPING DETAIL2
N.T.S.
SPRAY WEATHER PROOF
FOAM IN HOUSING AFTER
ROOFING AND PIPING IS
COMPLETE.
MINERAL WOOL
STARTING 2" BELOW
TOP OF ROOF
INSULATION.
1" WATERPROOFING INSULATION. SEE
SPECIFICATIONS
FOR THICKNESS
AND SIZE.
SHEETMETAL HOUSING
ROOFING CONTRACTOR TO FLASH/WEATHER
PROOF HOUSING TO ROOF
REFRIGERANT PIPING
EXITING BOTH SIDES
OF HOUSING.
MINIMUM 22 GAGE
METAL ENCLOSURE.
CEILING
FCU
COOLING COIL
CEILING
1. DUCTWORK SHOWN FOR SCHEMATIC ONLY.
2. AUXILIARY CONDENSATE SHALL BE INTERNAL
SECONDARY DRAIN PAN WITH FLOAT SWITCH. UNIT
SHALL SHUT DOWN UPON ACTIVATION OF FLOAT
SWITCH.
3. WATER IS INSTALLED BELOW UNIT. FAN COIL UNIT SHALL
BE INSTALLED ABOVE WATER HEATER.
NOTES:
SCALE:
RETURN
AIR
1
M6-02 N.T.S.
TYPICAL APARTMENT FAN COIL UNIT
MOUNTING DETAIL - SIDE VIEW
FILTER
INTERNAL SECONDARY
DRAIN PAN WITH FLOAT
SWITCH
CONDENSATE ROUTED
AS SHOWN ON
PLUMBING DRAWINGS
SEE DETAIL 8/P7.1
WALL
SUPPLY AIR DUCT
SIZE AS NOTED
ON PLAN
WALL
REFRIGERANT
LINES TO
CONDENSING
UNIT
WATER HEATER ON FLOOR
FLOOR
RETURN AIR GRILLEWALL
BRACKET
FOR UNIT
PVC CONDENSATE DRAIN LINE, FULL SIZE OF UNIT
OPENING, ROUTE TO SPLASH BLOCK. REFER TO
ARCHITECTURAL DRAWINGS FOR LOCATION.
OUTSIDE AIR UNIT
ROOF
OUTSIDE
AIR INTAKE
NOTES:
1. DETAIL IS SCHEMATIC ONLY, REFER TO DRAWING FOR
LAYOUT.
2. OUTSIDE AIR DUCTWORK SHALL BE INSULATED AND
PROVIDED WITH WEATHER JACKET AS NOTED IN
SPECIFICATIONS
3. CONDENSATE DRAIN LINE SHALL BE FULL SIZE OF UNIT
OPENING AND ROUTED TO NEAREST ROOF DRAIN. SEE
PLUMBING DRAWINGS FOR LOCATION.
4. SEE DRAWINGS FOR SIZE AND ROUTING OF DUCTWORK.
SCALE:
OUTSIDE AIR ROOFTOP UNIT
HORIZONTAL DISCHARGE DETAIL
N.T.S.
3
ROOF
CURB OR
SUPPORT
CEILING
FCU
COOLING COIL
CEILING
1. DUCTWORK SHOWN FOR SCHEMATIC ONLY, SEE DRAWINGS FOR
EXACT LOCATION AND SIZE OF DUCTWORK.
2. DAMPER MOTOR OPERATOR SHALL BE THE SAME VOLTAGE AS
THERMOSTAT AND CONTROLLED BY THERMOSTAT. POWER
SOURCE SHALL BE SIZED AT 125% OF CONNECTED LOAD. MOTOR
OPERATED DAMPER SHALL OPEN WITH FAN ON AND CLOSE WITH
FAN OFF.
3. AUXILIARY CONDENSATE SHALL BE ROUTED TO DRAIN PAN WITH
FLOAT SWITCH. UNIT SHALL SHUT DOWN UPON ACTIVATION OF
SWITCH.
NOTES:
SCALE:
RETURN AIR WITH
BALANCING DAMPER
FILTER RACK
CONDENSATE
ROUTED AS SHOWN
ON PLUMBING
DRAWINGS, SEE
DETAIL X/PX-XX.
N.T.S.
4
FAN COIL UNIT PUBLIC SPACE
VERTICAL MAOUNTING DETAIL
DRAIN PAN WITH FLOAT SWITCH
SUPPLY AIR DUCT
SIZE AS NOTED ON
PLAN
REFRIGERANT
LINES TO
CONDENSING
UNIT
MOTOR
OPERATED
DAMPER
PLENUM W/
1" LINER
OUTSIDE AIR
DUCTWORK
WALLFLEXIBLE
CONNECTION
FULLY
LOUVERED
DOOR
NEOPRENE ISOLATION PADS (TYP.)SLAB
SCALE:
5
DUCTLESS SPLIT CONDENSING
UNIT DETAIL
N.T.S.
REFRIGERANT
LINES
PITCH POCKET
ROOF PENETRATION;
SEE 2/M6-01
MINIMUM VENDOR RECOMMENDED
CLEARANCE ALL SIDES AND
BETWEEN ADJACENT UNITS
SLIP SHEET
PRESSURE
TREATED
TIMBERS
SCALE:
REFRIGERANT PIPING
UP IN WALL
CONDENSATE PUMP
IN METAL PAN
BETWEEN STUDS
IF NOTED ON
SCHEDULE
CONDENSATE TO DRAIN
IF PUMP IS NOT
REQUIRED
8X8 ACCESS PANEL
IF CONDENSATE PUMP
IS REQUIRED
DUCTLESS FAN COIL UNIT
MOUNT PER MFR'S
RECOMMENDATIONS
CEILING
CLEARANCE PER MFR'S
RECOMMENDATIONS
TO CONDENSING
UNIT FIRESTOP PER
SPECIFICATIONS
PUMP DISCHARGE
TO DRAIN
7
DUCTLESS SPLIT SYSTEM
WALL MOUNTING DETAIL
N.T.S.
WALL
ROLLER TYPE
CLEVIS HANGER
WITHIN 36" OF WALL
HIGH TEMPERATURE INSULATION
PER SPECIFICATIONS
SCHEDULE 40 STEEL
EXHAUST PIPE
24" MIN.
STEEL WALL
SLEEVE
MIN. 1/4" CLEAR
ALL AROUND
CUT 45°
GAP BETWEEN INSULATION
AND WEATHER SHIELD:
LENGTH OF EXHAUST
PIPE (FT) X 0.1 = GAP
(IN INCHES)
ATTACH TO WALL 6" OC (MIN 5)
2" MINIMUM OUTSIDE OF WALL
SLEEVE
2" LONG SEMI-CIRCLE HOOD
OVER PIPE. WELD HOOD TO
WALL PLATE.
EXHAUST PIPE
CAULK PLATE
TO WALL
EXPANSION FACTORS:
0.1/FT FOR NATURAL GAS
0.06/FT FOR DIESEL
0.08/FT FOR GASOLINE
SCALE:
8
GENERATOR EXHAUST PIPE THROUGH
WALL DETAIL
N.T.S.
ABOVE FINISHED FLOOR 3"
TURN FLOOR REINFORCING
6" MINIMUM UNLESS
SPECIFIED OTHERWISE.
16 GAUGE STEEL TIE WIRE
CONCRETE BASE, 3000 PSI.
OF 2" OF COVER.
EACH DIRECTION WITH A MINIMUM
3/8" REINFORCING RODS, 6" O.C.
FINISHED FLOOR
NOTES:
1. CONCRETE BASE SHALL BE 6" LARGER ALL AROUND THAN
THE BASE OF THE EQUIPMENT BEING SUPPORTED.
ROUGHEN AND
MOISTEN FLOOR
BEFORE
POURING
1" CHAMFER
ALL AROUND
C
C
FAN
NOTES:
1. CONDENSATE DRAIN SHALL BE ROUTED AND PIPED AS NOTED ON PLUMBING
DRAWINGS.
2. COILS SHALL BE PIPED FROM OVERHEAD. PROVIDE 2-WAY VALVES TO OPEN
ON DEMAND FOR COMPRESSOR OPERATION.
COOLING COIL
RETURN AIR
FLOOR
ANGLE
FILTERS
OUTSIDE AIR
FROM DOAS UNIT.
SCALE:
SUPPLY AIR DUCT
ISOLATION VALVE MOTOR
OPERATED
VALVETO CONDENSER/COMPRESSOR
ASSEMBLY. SEE X/MX-XX
VFD AND DISCONNECT
MOUNTED ON UNIT
OR WALL
VIBRATION ISOLATOR PADS.
SEE SPECIFICATIONS-TYPICAL
PIPE SUPPORT, SEE
DETAIL 8/M6-03 (TYP.)
9 SELF CONTAINED UNIT DETAIL
N.T.S.
CWR HEADER
CWRSTRUCTURAL
STEEL SEE
STRUCTURAL
DRAWING.ROOF
COOLING TOWER
CWS FROM TOWER
THRU BUILDING
WALL. PROVIDE
PIPE SUPPORT, SEE
DETAIL 10/M6-03.
CWR TO TOWER THRU
BUILDING WALL.
PROVIDE PIPE
SUPPORT, SEE DETAIL
10/M6-03.
1" DEFLECTION HOUSED
SPRING ISOLATOR
(MINIMUM 4)
3'-0" MINIMUM
NOTES:
ALL PIPING SHALL BE INSULATED,
HEAT TRACED, AND
WEATHERPROOFED WITH
PROTECTED WEATHER JACKET, SEE
SPECIFICATIONS.
ALL PIPING SHALL BE SUPPORTED
INDEPENDENT OF COOLING
TOWER. PROVIDE ROOF
MOUNTED EQUIPMENT SUPPORTS
FOR PIPING. SEE DETAIL X/MXXX.
SCALE:
11
N.T.S.
COOLING TOWER DETAIL
STEEL BEAM FRAME
PER MANUFACTURER'S
INSTALLATION
DETAILS.
FLEXIBLE PIPE CONNECTION
CWR
2-POSITION AUTO
ISOLATION VALVE
BUTTERFLY VALVE
MAKEUP WATER PLUGGED
WATER LEVEL PROBE
OVERFLOW DRAIN
FLEXIBLE PIPE CONNECTION
DRAIN WITH BALL VALVE
BUTTERFLY VALVE
DRAIN, SEE PLUMBING
DRAWINGS FOR
CONTINUATION (TYP.)
CWR
P
AIR FLOW
P
P
CONDENSER WATER OUT
COMBINATION
BALANCING AND
SHUT-OFF VALVE
REDUCING
ELBOWS
(WHERE
REQUIRED)
AIR FLOW
CONDENSER
WATER
DX COIL CONDENSATE
DRAIN AND TRAP, SEE
PLUMBING DRAWINGS
REDUCING ELBOWS
(WHERE REQUIRED)
UNION
3/4" HOSE END
DRAIN VALVE
COMBINATION PRESSURE/
TEMPERATURE TEST PLUG
TYPICAL
VENT CONNECTION
PROVIDED BY COIL
MANUFACTURER
MANUAL AIR VENT
GATE VALVE
CONDENSER
WATER IN
CONDENSER
DX COOLING COIL
SCALE:
10 CONCRETE BASE DETAIL
N.T.S.
FLOOR MOUNTED EQUIPMENT
SCALE:
12 PIPING DETAIL (2-WAY)
N.T.S.
SELF CONTAINED UNIT
SCALE:
13
NONE
END SUCTION PUMP PENTHOUSE
SIDE VIEWSECTION A-A
DISCHARGE
ANCHOR BOLTS & EXPANSION
ANCHORS. INSTALL AS
RECOMMENDED BY PUMP
MANUFACTURER.
FLEXIBLE
CONNECTION
INLET
CONCRETE PAD.
SEE EQUIPMENT
CONCRETE BASE DETAIL
SPRING ISOLATORS
& INERTIA BASE
FLEXIBLE
CONNECTION
TEMPERATURE/PRESSURE TEST
PORT
CONCENTRIC
REDUCER
COUPLING GUARD
FLEXIBLE
CONNECTION
CONCENTRIC
REDUCER
END SUCTION
DIFFUSER
WITH STRAINER
INERTIA BASE, SIZED
PER PUMP
MANUFACTURER'S
RECOMMENDATIONS.
PRESSURE GAUGE
STOP COCK
A
A
BUTTERFLY
VALVE
BUTTERFLY
VALVE
BUTTERFLY
VALVE
LIFT CHECK
VALVE
LIFT CHECK
VALVE
SCALE:
6
FLAT ROOF MOUNTED
CENTRIFUGAL EXHAUST FAN DETAIL
N.T.S.
SPUN ALUMINUM
DISCHARGE APRON
EQUIPPED WITH: VIBRATION
ELIMINATOR, BIRD SCREEN
AND NON-FUSED
DISCONNECT SWITCH
ALUMINUM
CURB CAP
ROOF CURB
DAMPER AS
SCHEDULED
EXHAUST DUCT
SIZE PER PLAN
ROOF STRUCTURE-SEE ARCH.
AND STRUCTURAL PLANS AND
DETAILS FOR CONSTRUCTION.
SCALE:
AIR FLOW
THREADED EXPANSION
ANCHOR
DUCT
BOTTOM ACCESS PANELDIRECT DRIVE
FAN MOTOR
FLEXIBLE CONNECTION (TYP)
MOUNTING BRACKET BY
FAN MANUFACTURER (TYP)
STEEL HEX NUT & FLAT WASHER
VIBRATION ISOLATOR
STEEL HEX NUT & FLAT WASHER
GALVANIZED STEEL
THREADED ROD
CONCRETE SLAB
14 IN-LINE FAN - SUSPENDED
N.T.S.
M6-02M6-02M6-02M6-02M6-02
M6-02M6-02M6-02
M6-02
M6-02M6-02M6-02M6-02
NOTES:
1. GAUGE PIPING 1/4" GAU. STEEL PIPE & FITTINGS SCHEDULE
40.
2. BYPASS STOP COCK, 150 PSI OPERATING PRESSURE, MIN.
3. PIPE TO PUMP FLANGE CONNECTION POINTS.
4. REFER TO PLANS & SPECIFICATIONS FOR SIZES & LOCATIONS.
5. DOUBLE SUCTION SPLIT CASE PUMP DETAIL SIMILAR; SIDE INLET.
6. NO SUCTION DIFFUSER ON DOUBLE SUCTION SPLIT CASE PUMPS;
7. OPTION: PROVIDE TRIPLE DUTY VALVE IN PLACE OF CHECK AND
STRAINER PROVIDED IN LINE PRIOR TO PUMP INLET.
BUTTERFLY VALVE ON OUTLET OF PUMP.
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/10/2018 4:23:06 PM C:\Users\Dejong.LEPPARDJOHNSON\Documents\17062 - Mechanical_v17_Dejong.rvtM6−02
08.14.18MECHANICAL DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
Date Issue/Revision
08.14.18 ISSUED FOR
CONSTRUCTION
UNION
GATE VALVE
AIR VENT
REFER TO NOTE 2
3/4"X6"
LONG
NIPPLE
DIRCTION OF FLOW
HIGH POINT
OF PIPING
SYSTEM
DRAIN LINE REFER TO
PLANS AND
SPECIFICATIONS.
REFER TO NOTE 1
TO FLOOR DRAINAUTO AIR VENT
UNION
GATE VALVE
GATE VALVE
UNION
ROUTE TO FLOOR
DRAIN
BLACK STEEL
SUPPORT POST - 4
PLACES
℄
ANCHOR BOLT
FLAT AND LOCK WASHER
EXPANSION ANCHOR
EXISTING CONC. FLOOR
CONTINUOUS WELDED
GUSSET PLATE
LINE SIZE
OUTLET
CONNECTION
NOTES:
1. REFER TO PLUMBING DRAWINGS FOR SIZE
AND LOCATION
FLOOR
LINE SIZE INLET
CONNECTION
AIR SEPARATOR
BASE RING BY
MANUFACTURER
COLD WATER LINE INLET. REFER
TO PLUMBING DRAWINGS FOR
SIZE AND LOCATION
CONTINUOUS WELD (TYP)
ANCHOR
BOLTSCONCRETE
PAD
3/4" GATE VALVE
WITH HOSE
CONNECTOR
DIRECTION OF FLOW
DIRECTION OF FLOW
CHEMICAL
BYPASS
FEEDER
SCREW ON CAP
FINISHED
FLOOR
UNION
UNION
3/4" MIN AIR VENT
PRESSURE GAUGE
GAUGE COCK
3/4" DRAIN WITH
DRAIN VALVE
6" CONCRETE PAD
EXPANSION
TANK
CHARGING VALVE
ENCLOSURE
TO
SYSTEM
PUMP
STEEL PLATE - 6" LARGER
THAN BASE RING DIAMETER
STEEL BASE PLATE WELDED
TO POST. ANCHOR BOLTS
TO FLOOR WITH STEEL HEX
BOLTS W/ FLAT AND LOCK
WASHERS AND EXPANSION ANCHOR.
EQUIPMENT
PAD
HEAT
EXCHANGER
HX-1
OFFICE CONDENSER
WATER PIPING
BETWEEN HEAT
EXCHANGER AND
SCU'S
PRESSURE
GAUGE & TEST
COCK
THERMOMETER
& TEST WELL
STOP VALVE
WATER PIPING
BETWEEN
COOLING TOWER
AND HEAT
EXCHANGER
P-1
P-2
1/8" TUBING TO
FLOOR DRAIN
EXPANSION TANK
SEE SPECIFICATIONS
P-4
P-5
CWR
CWS
STRAINER
INSULATION
STRUCTURAL
STEEL
REFER TO
STRUCTURAL
DRAWINGS
SCHEDULE
SUPPORTED
PIPE SIZE
4"
6"
8"
10"
12"
OVER 12"
PIPE SUPPORT
SIZE
1-1/2"
2"
2"
3"
3"
4"
℄
℄
RISER
EXPANSION
SHIELD
4 EA.
HEX ANCHOR
BOLT
3/8"X3" 4 EA.
FLOOR
FLAT & LOCK
WASHER
1/4" STEEL
PLATE
SLIP-ON
FLANGE & BOLT
SET
CONTINUOUS
WELD
SCH 40 BLACK
STEEL
SUPPORT PIPE;
SEE SCHEDULE
SUPPORT
FROM
STRUCTURE
HANGER ROD
LOCK WASHER
(TYP)
180°
INSULATION
SHIELD *NOTE
1 16 GA
GALVANIZED
12" MIN.
LENGTH
INSERT, 12"
LENGTH
INSULATION
CLEVIS TYPE
HANGER
PIPE
1. 180° INSULATION SHIELDS WITH SS
BANDS. 2 PER SHIELD.
2. PIPE HANGERS, SUPPORTS AND RODS
SHALL HAVE A FACTORY GALVANIZED
FINISH.
3. PROVIDE SPRING ISOLATORS ON ALL
PIPING.
INSULATION
NUT & LOCK
WASHER TOP &
BOTTOM, (TYP)
TO STRUCTURE
(TYP ALL
HANGERS)
GALVANIZED
U-BOLT OR
CLAMP.(2) 180°, 16 GA
GALVANIZED
INSULATION
SHIELDS, 12"
MIN LENGTH,
SEE NOTE 1
3 X 3 X 1-1/4"
GALVANIZED
ANGLE IRON
SPRING
ISOLATOR
SPRING
ISOLATOR
(TYP.)
NOTES:
SEE NOTE 3
4"℄ SCH 40
PIPE COLUMN
3/8"x9"x9" BASE PLATE
w/FOUR 1/2"℄ BOLTS
PRIMARY
AIR FLOW
RECIRCULATION AIR FLOW
SCALE:
1
M6-03
PARALLEL FAN POWERED BOX
ELECTRIC HEATING COIL DETAIL
N.T.S.
NOTE: PROVIDE UNIT WITH BOTTOM ACCESS
DOOR(S) AIR VALVE/DAMPER. WHEN SIDE
CLEARANCE IS NOT AVAILABLE
CONTROL BOX
PROVIDE ACCESS
AIR VALVE/DAMPER
FILTER AS SPECIFIED
MOUNTED ON FILTER FRAME
PARALLEL FAN-POWERED
VAV BOX (PIU)
ELECTRIC HEATING COIL
FLEXIBLE CONNECTION
SUPPLY AIR DUCT
SIZE PER PLAN
ISOLATORS PER
SPECIFICATION
SECTION 230548.
FAN AND MOTOR
MINIMUM LENGTH OF STRAIGHT RIGID
DUCT BETWEEN VAV BOX INLET AND
FIRST UPSTREAM ELBOW OR REDUCER
NOT LESS THAN 6 DUCT DIAMETERS.
SUPPORT WITH CHANNEL
OR UNISTRUT AS
RECOMMENDED BY UNIT
MANUFACTURER
SCALE:
SUPPLY AIR
2
SERIES FAN POWERED BOX
ELECTRIC HEATING COIL DETAIL
N.T.S.
NOTE: PROVIDE UNIT WITH BOTTOM ACCESS
DOOR(S) AIR VALVE/DAMPER. WHEN SIDE
CLEARANCE IS NOT AVAILABLE
CONTROL BOX
PROVIDE ACCESS
ELECTRIC
HEATING COIL
SERIES FAN-POWERED
VAV UNIT
FLEXIBLE CONNECTION
FAN & MOTOR
MINIMUM LENGTH OF STRAIGHT RIGID
DUCT BETWEEN VAV BOX INLET AND
FIRST UPSTREAM ELBOW OR REDUCER
NOT LESS THAN 6 DUCT DIAMETERS.
AIR VALVE
FILTER AS SPECIFIED
MOUNTED ON FILTER FRAME
RECIRCULATION DUCT AND
FLEXIBLE CONNECTOR IF
SHOWN ON PLAN
PRIMARY
AIR
FLOW
M6-03
3
M6-03
TYPICAL FLOOR MOUNTED
AIR SEPARATOR DETAIL
NONESCALE:
NOTES:
1. STEEL CHEMICAL BYPASS FEEDER. PART NO. FB5-QC-AR
CANNON WATER TECHNOLOGY, INC OR APPROVED
EQUAL. MINIMUM, WORKING PRESSURE 150 PSI.
NOTES:
1. PIPE DOWN LINE TO NEAREST FLOOR DRAIN.
2. EXPANSION TANK EQUIPPED WITH REPLACEABLE
BLADDER.
NOTES:
1. PIPE DRAIN TO NEAREST FLOOR DRAIN IN MECHANICAL
ROOMS; TURN DOWN OVER JANITORS MOP SINK; TO "P"
TRAP, OR TO EXTERIOR.
2. AUTOMATIC AIR VENT AT THE HIGH POINTS OF THE PIPING
SYSTEM; OTHER LOCATIONS WHERE SHOWN OR WHERE
CHANGE IN DIRECTION REQUIRES VENTING.
P-3
TO OFFICE
CWSFROM
OFFICE CWR
P-6
SCALE:
8
M6-03
SUSPENDED PIPE
SUPPORT DETAIL
NONE SCALE:
7
M6-03
VERTICAL PIPE
FLOOR SUPPORT DETAIL
NONE SCALE:
6
M6-03
TYPICAL BYPASS
FEEDER DETAIL
NONE SCALE:
5
M6-03
FLOOR MOUNTED EXPANSION TANK
NONE SCALE:
4
M6-03
TYPICAL AUTOMATIC AIR VENT DETAIL
NONE
SCALE:
9
M6-03
TYPOCAL HEAT EXCHANGER
PIPING DIAGRAM
NONESCALE:
10
M6-03
TYPICAL COOLING TOWER
PIPE SUPPORT DETAIL
NONE
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/10/2018 4:23:27 PM C:\Users\Dejong.LEPPARDJOHNSON\Documents\17062 - Mechanical_v17_Dejong.rvtM6−03
08.14.18MECHANICAL DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
Date Issue/Revision
08.14.18 ISSUED FOR
CONSTRUCTION
SCALE:
2
M6-04
RACK ISOMETRIC DETAIL
N.T.S.
CONDENSING UNIT
3"x3"x1/4" ANGLE
3"x3"x1/4" ANGLE
3"x3"x1/4" ANGLE
WELD FOUR CORNERS
SCALE:
1
M6-04
RACK DETAIL
N.T.S.
CONDENSING UNIT
2'-6"
11'-6"3"2'-6"
3"x3"x1/4" ANGLE
MINIMUM 24" FROM
FINISHED ROOF TO BOTTOM
OF FRAME
SCALE:
5
M6-04
FRAME ELEVATION DETAIL
N.T.S.
CONDENSING UNIT
SCALE:
4
M6-04
RACK & FRAME DETAIL
N.T.S.
CONDENSING UNIT
RACK SITS INSIDE FRAME
SCALE:
3
M6-04
FRAME ISOMETRIC DETAIL
N.T.S.
CONDENSING UNIT
WELD FOUR CORNERS
OUTSIDE FRAME
FOUR 4"x4"x5/8" ANGLE
WELD 6 (SIX) 3"Ø
POSTS TO FRAME
FRAME WITH 3" Ø POSTS
SET ON 6 (SIX) 2-1/2"Ø POSTS
EQUAL
EQUAL
EQUAL
EQUAL EQUAL EQUAL
SCALE:
7
M6-04
MOUNTING DETAIL
N.T.S.
CONDENSING UNIT
20'-6"11'-7 1/2"SCALE:
6
M6-04
FRAME DETAIL
N.T.S.
CONDENSING UNIT
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/10/2018 4:23:47 PM C:\Users\Dejong.LEPPARDJOHNSON\Documents\17062 - Mechanical_v17_Dejong.rvtM6−04
08.14.18MECHANICAL DETAILS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
Date Issue/Revision
08.14.18 ISSUED FOR
CONSTRUCTION
3 3
4
O
O
GEN
ELEV
O
FAAP
FACP
F
S
S
H
S
SA
S
CO
F
R
SACO
GRAPHICAL STANDARDS
DRAWING NUMBER
SHEET NUMBER
DRAWING SCALE
DRAWING NUMBER
SHEET NUMBER
AREA TO BE
ENLARGED
}ENLARGED
AREA
DRAWING
PLAN
NORTH
TRUE OR MAGNETIC NORTH
INDICATES GENERAL
REGION WITH
REVISIONS
REVISION
NUMBER
DRAWING NUMBER
SHEET NUMBER
}
SECTION DRAWING
DRAWING CALLOUT
ENLARGED CALLOUT
SECTION CALLOUT
PLAN & TRUE NORTH
REVISION CLOUD
REVISION TRIANGLE
SCALE:
1
X1
1
X1
1
X1
DRAWING TITLE
1/8" = 1'-0"
1
NOTES:
L1. CAPITAL LETTERS ADJACENT FIXTURES DESIGNATES FIXTURE TYPE IN
LIGHT FIXTURE SCHEDULE. LOWER CASE LETTER DESIGNATES DIMMING
ZONE OR SWITCH LEG.
L2. SHADED CIRCLE IS TYPICAL INDICATOR FOR EGRESS LIGHTING.
FLUORESCENT STRIP
SYMBOL(S) DESCRIPTION NOTES
MOUNT
HEIGHT
PENDANT FIXTURE
EXHAUST FAN WITH LIGHT
EXHAUST FAN
POLE AND FIXTURE
RECESSED FIXTURE
BOLLARD FIXTURE
FLOOD LIGHT
EGRESS FIXTURE
WALL EXIT LIGHT
CEILING EXIT FIXTURE
DIRECTIONAL FIXTURE
WALL OR SCONCE FIXTURE
FLUORESCENT OVERHEAD FIXTURE
FLUORESCENT WALL FIXTURE
FLUORESCENT STRIP WITH EMERGENCY
BACKUP
SURFACE FIXTURE
RECESSED FIXTURE W/ EMERGENCY BACKUP
PADDLE FAN (SHOWN WITH LIGHTS)LIGHT
STEP OR RECESSED WALL FIXTURE W/
EMERGENCY BACK UP
FLUORESCENT TROFFER W/ EMERGENCY
BACKUP
EXTERIOR WALL PACK FIXTURE
FLUORESCENT TROFFER
FLUORESCENT OVERHEAD EMERGENCY
FIXTURE
EXIT SIGN W/ EGRESS LIGHT HEADS
EGRESS LIGHT HEADS
STEP OR RECESSED WALL FIXTURE
FLUORESCENT WALL FIXTURE W/ EMERGENCY
BACKUP
WALL OR SCONCE FIXTURE W/ EMERGENCY
BACKUP
SINGLE HEAD FLOOD LIGHT
ABBREVIATIONS
ABBREVIATIONS ARE FOR REFERENCE ONLY AND MAY OR MAY NOT BE USED
ELSEWHERE IN CONSTRUCTION DOCUMENTS.
A AMPERE
AC ALTERNATING CURRENT
AF ARC-FAULT PROTECTION
(ARC-FAULT CIRCUIT
INTERRUPTER)
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AIC AMP INTERRUPTING
CURRENT
AL ALUMINUM
AWG AMERICAN WIRE GAUGE
BKR BREAKER
BLDG BUILDING
BMS BUILDING MANAGEMENT
SYSTEM
C CONDUIT
CATV COMMUNITY ACCESS
TELEVISION
CL CENTERLINE
CKT CIRCUIT
CLG CEILING
CU COPPER
DDC DIRECT DIGITAL
CONTROL
D DEDICATED
DT DATA/TELEPHONE
CONDUIT
DWG DRAWING
E OR EM EMERGENCY
EA EACH
ELEC ELECTRICAL
ELEV ELEVATOR
EMT ELECTRICAL METALLIC
TUBING
ENT ELECTRICAL
NONMETALLIC TUBING
EXH EXHAUST
EX EXISTING
FACP FIRE ALARM CONTROL
PANEL
FLA FULL LOAD AMPS
FLUOR FLUORESCENT
GF OR GFI GROUND FAULT
PROTECTION
(GROUND FAULT CIRCUIT
INTERRUPTER)
G OR GND GROUND
HP HORSEPOWER
HVAC HEATING, VENTILATING,
AIR CONDITIONING
HZ HERTZ
IG ISOLATED GROUND
IMC INTERMEDIATE METAL
CONDUIT
J OR JB JUNCTION BOX
KVA KILOVOLT-AMPERES
LFNC LIQUIDTIGHT FLEXIBLE
NONMETALLIC CONDUIT
LV LOW VOLTAGE
LTG LIGHTING
LRA LOCK ROTOR AMPS
MATV MASTER ANTENNA
TELEVISION
MCB MAIN CIRCUIT BREAKER
MCC MOTOR CONTROL
CENTER
MIN MINIMUM
MISC MISCELLANEOUS
MLO MAIN LUGS ONLY
N NEUTRAL
NEC NATIONAL ELECTRICAL
CODE
NIC NOT IN CONTRACT
NO NUMBER
NTS NOT TO SCALE
OCP OVERCURRENT
PROTECTION
PNL PANELBOARD OR PANEL
POS POINT OF SALE
R RELOCATED
REC RECESSED
RECEPT RECEPTACLE
RMC RIGID METAL CONDUIT
RM ROOM
RNC RIGID NONMETALLIC
CONDUIT
SQFT SQUARE FOOT
STD STANDARD
SUSP CLG SUSPENDED CEILING
SW SWITCH
TYP TYPICAL
UG UNDERGROUND
V VOLTS
VA VOLT-AMPERE
W WATTS
WP WEATHERPROOF
XFMR TRANSFORMER
TELE TELEPHONE
TEMP TEMPERATURE
TV TELEVISION
UPS UNINTERRUPTED POWER
SUPPLY
SYMBOLS LISTED BELOW ARE FOR REFERENCE AND FOR THE USE IN
UNDERSTANDING THE DESIGN INTENT.
NOT ALL SYMBOLS LISTED BELOW ARE NECESSARILY USED ELSEWHERE IN THE
CONSTRUCTION DOCUMENTS.
SURFACE MOUNTED PANELBOARD
FLUSH MOUNTED PANELBOARD
FUSED DISCONNECT - XX DESIGNATES
AMP RATING AND YY FUSE SIZE. * FUSE
PER EQUIPMENT MANUFACTURES
RECOMMENDATIONS.
XX/YY
NON-FUSED DISCONNECT - XX
DESIGNATES AMP RATINGXX
SYMBOL(S)MOUNTING
HEIGHT
SINGLE RECEPTACLES
(WALL/FLOOR/CEILING)E3 OR 18" AFF
DUPLEX RECEPTACLES
(WALL/FLOOR/CEILING)E3 OR 18" AFF
QUAD RECEPTACLES
(WALL/FLOOR/CEILING)E3 OR 18" AFF
SPECIAL HEIGHT RECEPTACLES
(WALL/FLOOR/CEILING)
HALF SWITCHED DUPLEX (WALL/FLOOR)E3 OR 18" AFF
GROUND FAULT DUPLEX RECEPTACLE E3 OR 18" AFF
J J JUNCTION BOX (WALL/FLOOR/CEILING)J
PP POWER POLE
CLOCK RECEPTACLEC
CIRCUITING INSTALLED EXPOSED
SWITCH - TOGGLE/DIMMER/KEYED TOGGLE E3 OR 42" AFF
THREE-WAY SWITCH -
TOGGLE/DIMMER/KEYED3 E3 OR 42" AFF
FOUR-WAY SWITCH E3 OR 42" AFF
WALL MOUNTED OCCUPANCY SENSOR
WITH INTEGRAL SWITCH E3 OR 42" AFF
CEILING MOUNTED OCCUPANCY SENSOR
- CLOSED CIRCLE INDICATES SWITCH LEG
REMOTE GENERATOR CONTROL
PANEL
ELEVATOR CONTROL PANEL
NOTES
E2
E2
E2
E2
E2
GROUND
WALL MOUNTED OCCUPANCY SENSOR -
CLOSED CIRCLE INDICATES SWITCH LEG
NOTES:
E1. CIRCUIT NUMBERS SEPARATED BY COMMAS INDICATE MULTIWIRE
BRANCH CIRCUIT IN COMMON RACEWAY. CIRCUIT NUMBERS SEPARATED
BY BACKSLASH INDICATE MULTIPLE BRANCH CIRCUITS.
E2. MOUNTING DIMENSIONS ARE TO THE CENTER OF THE DEVICE OR OUTLET
MEASURED ABOVE GRADE OR FINISHED FLOOR, UNLESS OTHERWISE
NOTED.
E3. CONTRACTOR SHALL CONFIRM ELECTRICAL DEVICE MOUNTING HEIGHTS
WITH ARCHITECTURAL, INTERIOR DESIGN, ETC. DOCUMENTS, WHICH
SHALL TAKE PRECEDENCE.
L LOW VOLTAGE DIMMER SWITCH
E3 OR 42" AFF
E2
ELECTRICAL SYMBOL LEGEND
E3 OR MATCH
CONDITIONS
SPECIAL PURPOSE RECEPTACLE(S)
(WALL or RACK/FLOOR/CEILING)E3
H-1,3,5 HOMERUN TO PANEL "H" AND
TERMINATED ON 1, 3 & 5
CIRCUITING INSTALLED CONCEALED
OR ABOVE CEILING
CIRCUITING INSTALLED CONCEALED IN
SLAB OR BELOW GRADE (DASHED)
E2
E2
E2
E2
E2
E2
E2
L1&L2
L1
L1
L1
L1
DESCRIPTION
LIGHTING FIXTURE SYMBOL LEGEND
N
SMOKE DETECTOR
HEAT DETECTOR
48" AFF
F1
F3
NOTES:
F1. MOUNTING HEIGHT IS TO CENTER OF DEVICE.
F2. DEVICE SHALL BE MOUNTED AT +80" ABOVE THE HIGHEST FLOOR LEVEL
WITHIN THE SPACE OR 6" BELOW THE CEILING, WHICHEVER IS LOWER.
MOUNTING HEIGHTS ARE TO BOTTOM OF DEVICE. STROBES SHALL BE
75CD, UNLESS OTHERWISE NOTED.
F3. DOOR HOLD MAY BE INTEGRAL WITH DOOR CLOSURE.
F2
F2
CARBON MONOXIDE DETECTOR
FIRE PHONE
WATER FLOW SWITCH
TAMPER SWITCH
END OF LINE TERMINATION
FIRE ALARM REMOTE ANNUNCIATOR PANEL
FIRE ALARM PANEL
REMOTE RESET
DOOR HOLD
WALL MOUNTED STROBE
WALL MOUNTED HORN OR SPEAKER WITH STROBE
WALL MOUNTED HORN OR SPEAKER
PULL STATION
SMOKE ALARM
DETECTOR SMOKE LASER
DUCT DETECTOR
SYMBOLS LISTED BELOW ARE FOR REFERENCE AND FOR THE USE IN
UNDERSTANDING THE DESIGN INTENT. NOT ALL SYMBOLS LISTED BELOW ARE
NECESSARILY USED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS.
SYMBOL(S) DESCRIPTION NOTES
MOUNT
HEIGHT
FIRE ALARM SYMBOL LEGEND
E3 OR 42" AFF
SYMBOLS LISTED BELOW ARE FOR REFERENCE AND FOR THE USE IN
UNDERSTANDING THE DESIGN INTENT.
NOT ALL SYMBOLS LISTED BELOW ARE NECESSARILY USED ELSEWHERE IN THE
CONSTRUCTION DOCUMENTS.
L1&L2
L1&L2
L1&L2
L1&L2
L1&L2
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
L1
E3
E1
GROUND FAULT DUPLEX RECEPTACLE E3 OR 18" AFF E2
XX
KEYNOTE TAG
1
KEY VALUE
SMOKE ALARM WITH CARBON MONOXIDE
DETECTOR
GENERAL NOTES: (APPLIES TO ENTIRE DRAWING SET)
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL
ELECTRICAL CODE, LOCAL GOVERNING CODES, STANDARDS AND
ORDINANCES AS ADOPTED AND ENFORCED BY THE AUTHORITY HAVING
JURISDICTION.
2. DRAWINGS, IN GENERAL, ARE DIAGRAMMATIC IN NATURE AND ARE INTENDED
TO CONVEY, IN CONJUNCTION WITH THE COMPLETE CONTRACT DOCUMENTS,
A COMPLETE AND FUNCTIONAL SYSTEM. COORDINATION OF WORK WITH
OTHER TRADES IS REQUIRED BEFORE PROCEEDING WITH WORK.
3. DO NOT SCALE DRAWINGS - USE DIMENSIONS ONLY. FOR DIMENSIONS NOT
SHOWN OR IN QUESTION, CONTRACTOR SHALL REQUEST CLARIFICATION
FROM ARCHITECT BEFORE PROCEEDING.
4. CONTRACTOR SHALL PROVIDE A COMPLETE OPERATIONAL AND
FUNCTIONING SYSTEM. CONTRACTOR SHALL PROVIDE CONNECTIONS TO
OWNER, OR OTHER PARTY'S EQUIPMENT AND DEVICES, UNLESS OTHERWISE
NOTED.
5. REFERENCE COMPLETE CONSTRUCTION DOCUMENTS (ARCHITECTURAL,
MECHANICAL, PLUMBING, ETC.) PRIOR TO COMMENCING WORK FOR
ADDITIONAL INFORMATION AND REQUIREMENTS. ANY DISCREPANCIES SHALL
BE IMMEDIATELY BROUGHT TO THE OWNER'S/ARCHITECT'S ATTENTION
BEFORE PROCEEDING WITH WORK.
6. CONTRACTOR SHALL MAINTAIN ON SITE, AVAILABLE FOR REVIEW, A MASTER
SET OF MARKED UP DRAWINGS REFLECTING "AS BUILT" CONDITIONS. UPON
CONCLUSION OF PROJECT, "AS BUILT" DRAWINGS SHALL BE TURNED OVER
TO OWNER.
7. DETAILS AND SECTIONS ARE INTENDED TO BE TYPICAL AND INDICATE BASIC
DESIGN INTENT AND SHALL APPLY TO SIMILAR SITUATIONS. ADAPTATIONS TO
SPECIFIC PROJECT CONDITIONS MAY BE REQUIRED. BASIC DESIGN INTENT IS
TO BE RETAINED.
8. AFTER COMPLETION OF WORK ALL ADDITIONAL MATERIALS REMAINING DUE
TO CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR
AND SHALL BE DISPOSED OF REMOVED FROM THE SITE IN ACCORDANCE
WITH ALL APPLICABLE LAWS, ORDINANCES, RULES, AND REGULATIONS
UNLESS NOTIFIED OTHERWISE CONTRACTOR SHALL ALSO REMOVE ALL
WASTE DEBRIS, RUBBISH, TOOLS, EQUIPMENT AND SURPLUS MATERIALS
UPON COMPLETION OF WORK THROUGHOUT CONSTRUCTION, SITE SHALL BE
ORGANIZED AND CLEANED BY CONTRACTOR ON A DAILY BASIS.
9. PENETRATIONS INTO OR THROUGH, OF EITHER VERTICAL OR HORIZONTAL
FIRE RATED BARRIERS SHALL BE PROTECTED BY A SYSTEM LISTED BY A
RECOGNIZED TESTING AGENCY. PROVIDE A DETAIL AND LISTING NUMBER
PER NFPA 101 LIFE SAFETY CODE.
10. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT
LOCATION OF EQUIPMENT AND DEVICES AT CEILING. IF AN ITEM IS NOT
SHOWN SUBMIT RECOMMENDED LOCATION FOR ARCHITECT'S APPROVAL.
11. MATERIALS EXPOSED WITHIN SPACES ABOVE A CEILING BEING UTILIZED AS A
RETURN AIR PLENUM SHALL BE NON-COMBUSTIBLE, OR SHALL HAVE A
FLAME-SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED
INDEX OF NOT MORE THAN 50, AS DETERMINED IN ACCORDANCE WITH ASTM
E84.
12. CONTRACTOR SHALL REVIEW CONSTRUCTION DOCUMENTS TO IDENTIFY
MISCELLANEOUS POWER REQUIREMENTS AND PROVIDE CIRCUITING AS
REQUIRED. COORDINATE POWER REQUIREMENTS WITH OTHER INSTALLERS.
MISCELLANEOUS POWER REQUIREMENTS FOR CONTROL PANELS AND SMALL
EQUIPMENT IS MANUFACTURER DEPENDENT AND MAY NOT BE SHOWN OR
WILL BE DEFINED BY OTHERS. TYPICAL SYSTEMS INCLUDE, BUT NOT LIMITED
TO:
·FIRE ALARM SYSTEMS - FACP POWER (DEDICATED CIRCUIT), FAAP POWER,
REMOTE POWER SUPPLIES, DOOR HOLDS, ETC.
·BUILDING MANAGEMENT SYSTEMS - MASTER CONTROL PANEL, REMOTE
CONTROL PANELS, REMOTE POWER SUPPLIES, ETC.
·DIRECT DIGITAL CONTROL SYSTEMS - MASTER CONTROL PANEL, REMOTE
CONTROL PANELS, REMOTE POWER SUPPLIES, ETC.
·HVAC EQUIPMENT - CONTROL PANELS, VAV CONTROL POWER, SMOKE
DAMPERS, FIRE/SMOKE DAMPERS, MOTORIZED DAMPERS, ETC.
·PLUMBING - CONTROL PANELS, IGNITER CIRCUIT POWER, LEAK DETECTION
ETC.
·REFRIGERANT DETECTION AND PURGE SYSTEMS
·CARBON MONOXIDE DETECTION AND PURGE SYSTEMS
·CARBON DIOXIDE DETECTION SYSTEMS
·GENERATOR - PERIPHERAL EQUIPMENT (WATER JACKET HEATER,
BATTERY CHARGER, ETC.)
·ELEVATOR - PERIPHERAL EQUIPMENT (CONTROL PANELS, ETC.)
13. PROVIDE GROUNDING CONDUCTOR FOR EACH CIRCUIT IN ADDITION TO ANY
RACEWAY GROUNDING.
14. PROVIDE PERMANENT BARRIER PLATE IN SWITCH JUNCTION BOXES TO
SEPARATE 120V AND 277V SYSTEMS PER NEC ARTICLE 404.8.B.
15. PROVIDE A SEPARATE NEUTRAL FOR EACH BRANCH CIRCUIT. DO NOT SHARE
NEUTRALS.
16. GFI DEVICES SHALL BE READILY ACCESSIBLE IN ACCORDANCE WITH NEC
ARTICLE 210.8. SHOULD RECEPTACLES BE RENDERED INACCESSIBLE BY
INSTALLATION OF EQUIPMENT (I.E. VENDING MACHINES, KITCHEN
EQUIPMENT, ETC.), GFI PROTECTION SHALL BE PROVIDED BY THE CIRCUIT
BREAKER AT THE PANEL.
17. OUTLET BOX HEIGHTS SHALL BE ADJUSTED TO AVOID INSTALLATION OF
BOXES ON MULTIPLE SURFACE PLANES (I.E. TRANSITION OF TILE MOUNTED
ON TOP OF SHEET ROCK). FACEPLATES SHALL BE INSTALLED SO AS TO
COMPLETELY COVER THE OPENING AND SEAT AGAINST MOUNTING SURFACE
PER NEC 404.9(A) AND NEC 406.5. COORDINATE CHANGES WITH
OWNER/ARCHITECT.
18. FINAL SELECTION OF EQUIPMENT MAY VARY FROM BASIS OF DESIGN.
CONTRACTOR IS TO COORDINATE EQUIPMENT BRANCH CIRCUIT
REQUIREMENTS (VOLTAGE, AMPERAGE, CIRCUIT CONDUCTORS, OVER
CURRENT PROTECTION, AND METHOD OF TERMINATION) WITH ACTUAL
EQUIPMENT TO BE PURCHASED BEFORE COMMENCING ASSOCIATED WORK.
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 7:46:11 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE0−01
08.14.18ELECTRICAL LEGENDS AND NOTES401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
SHEET INDEX
NUMBER NAME
E0-01 ELECTRICAL LEGENDS AND NOTES
E0-02 LIGHT FIXTURE SCHEDULES
E1-01A ELECTRICAL FLOOR PLAN - UNDERGROUND
E1-01B ELECTRICAL FLOOR PLAN - LEVEL 01 - GROUND LEVEL
E1-02 ELECTRICAL FLOOR PLAN - LEVEL 02 - PARKING LEVEL P2
E1-03 ELECTRICAL FLOOR PLAN - LEVEL 03 - PARKING LEVEL P3
E1-04 ELECTRICAL FLOOR PLAN - LEVEL 04 - PARKING LEVEL P4
E1-05 ELECTRICAL FLOOR PLAN - LEVEL 05 - PARKING LEVEL P5
E1-06 ELECTRICAL FLOOR PLAN - LEVEL 06 - PARKING LEVEL P6
E1-07 ELECTRICAL FLOOR PLAN - LEVEL 07 - PARKING LEVEL P7
E1-08 ELECTRICAL FLOOR PLAN - LEVEL 08 - PARKING LEVEL P8
E1-09 ELECTRICAL FLOOR PLAN - LEVEL 09-14 - TYPICAL OFFICE LEVELS O1-O5
E1-15 ELECTRICAL FLOOR PLAN - LEVEL 15-16 - TYPICAL OFFICE LEVELS O6-O7
E1-17 ELECTRICAL FLOOR PLAN - LEVEL 17 - INTERSTITIAL LEVEL
E1-18 ELECTRICAL FLOOR PLAN - LEVEL 18 - AMENITY/RESIDENTIAL LEVEL R1
E1-19 ELECTRICAL FLOOR PLAN - LEVEL 19-29 - TYPICAL RESIDENTIAL UNIT LEVEL R2-R12
E1-30 ELECTRICAL FLOOR PLAN - LEVEL 30 - ROOF PLAN
E1-31 ELECTRICAL FLOOR PLAN - LEVEL 31 - PENTHOUSE ROOF PLAN
E2-01 ELECTRICAL REFLECTED CEILING PLAN - LEVEL 01 - GROUND LEVEL
E2-02 ELECTRICAL REFLECTED CEILING PLAN - LEVEL 02 - PARKING LEVEL P2
E2-03 ELECTRICAL REFLECTED CEILING PLAN - LEVEL 03-05 - TYPICAL PARKING LEVELS P3-P5
E2-06 ELECTRICAL REFLECTED CEILING PLAN - LEVEL 06 - PARKING LEVEL P6
E2-07 ELECTRICAL REFLECTED CEILING PLAN - LEVEL 07 - PARKING LEVEL P7
E2-08 ELECTRICAL REFLECTED CEILING PLAN - LEVEL 08 - PARKING LEVEL P8
E2-09 ELECTRICAL REFLECTED CEILING PLAN - LEVEL 09-14 - TYPICAL OFFICE LEVELS O1-O5
E2-18 ELECTRICAL REFLECTED CEILING PLAN - LEVEL 18 - AMENITY/RESIDENTIAL LEVEL R1
E2-19 ELECTRICAL REFLECTED CEILING PLAN - LEVELS 19-29 - TYPICAL RESIDENTIAL LEVEL R2-R12
E3-01 ELECTRICAL UNIT PLANS
E3-02 ELECTRICAL UNIT PLANS
E3-03 ELECTRICAL UNIT PLANS
E3-04 ELECTRICAL UNIT PLANS
E3-05 ELECTRICAL UNIT PLANS
E3-10 ELECTRICAL ENLARGED PLANS
E4-01 ELECTRICAL RISER DIAGRAM
E4-02 ELECTRICAL RISER DIAGRAM
E4-03 ELECTRICAL RISER DIAGRAM
E4-04 TYPICAL FIRE ALARM RISER
E4-05A LIGHTING STAIRWELL RISER
E4-05B LIGHTING STAIRWELL RISER
E5-00A ELECTRICAL SCHEDULES
E5-00B ELECTRICAL SCHEDULES
E5-00C ELECTRICAL SCHEDULES
E5-01A ELECTRICAL SCHEDULES
E5-01B ELECTRICAL SCHEDULES
E5-03 ELECTRICAL SCHEDULES
E5-06 ELECTRICAL SCHEDULES
E5-08 ELECTRICAL SCHEDULES
E5-09 ELECTRICAL SCHEDULES
E5-10 ELECTRICAL SCHEDULES
E5-11 ELECTRICAL SCHEDULES
E5-12 ELECTRICAL SCHEDULES
E5-14 ELECTRICAL SCHEDULES
E5-15 ELECTRICAL SCHEDULES
E5-16 ELECTRICAL SCHEDULES
E5-17 ELECTRICAL SCHEDULES
E5-18 ELECTRICAL SCHEDULES
E5-19 ELECTRICAL SCHEDULES
E5-22 ELECTRICAL SCHEDULES
E5-25 ELECTRICAL SCHEDULES
E5-28 ELECTRICAL SCHEDULES
E5-30 ELECTRICAL SCHEDULES
E6-01 ELECTRICAL DETAILS
E6-02 ELECTRICAL DETAILS
E6-03 ELECTRICAL DETAILS
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
1. CAPITAL LETTERS ADJACENT FEXTURES DESIGNATES FIXTURE TYPE IN LIGHT FIXTURE
SCHEDULE. LOWER CASE LETTER DESIGNATES DIMMING ZONE OR SWITCH LEG.
2. SHADED CIRCLE IS TYPICAL INDICATOR FOR EGRESS LIGHTING.
LIGHT FIXTURE SCHEDULE NOTES:
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 10:56:05 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE0−02
08.14.18LIGHT FIXTURE SCHEDULES401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
-
1
1
8
823456
AA
B
E.0.7
FF
C.1
D.1
E.8
A.6.1
C
D
4.9
3.9
3.92.91.8
E
7.86.8
A.7
C.7.1
2.8
2.8
5.7
5.7
B.8B.8
D.4D.4
C.8C.8
C.9C.9
B.1
7.1
RESIDENTIAL
LOBBY
133
OFFICE LOBBY
102
PARKING DECK
ELEVATOR
LOBBY
106
TELECOM
121
MAIN
ELECTRICAL
ROOM
124
EMERGENCY
ELECTRICAL
ROOM
125
RESIDENTIAL
MAILROOM
126
BUILDING
MAINTENANCE
130
FIRE PUMP
ROOM
110
RECYCLING
AREA
111
EMERGENCY
GENERATOR
ROOM
117
TRANSFORMER
AREA
118
STAIR #2
ST2
FIRE COMMAND
CENTER
108
MEP CLOSET
O4
OFFICE
MAILROOM
122
RESIDENTIAL
SERVICE
CORRID0R
128
5.9
D.2D.2
JANITOR’S
CLOSET
123
5.3
5.3
RAMP
127
O1
TO1
O2
TO2
O3
TO3
RESIDENTIAL
ELEV. LOBBY
132
ACCESS STAIR
131
SERVICE
ELEVATOR
LOBBY
119
TRASH
COMPACTOR
113
LOADING DOCK
114
S1
TS1
ENTRY LOGGIA
101
SERVICE ENTRY
109
SERVICE DRIVE
115
BOH
RESTROOM
134
MECH CLOSET
133
E.9
O4
TO4
R1
TR1
R2
TR2
R3
TR3
2.3
E.9
5.9
1 2121212121 212121212121212121212
E3-10
1
1 2121212121212
MAINTAIN 5 FEET BETWEEN
DUCT BANKS: DUCT BANK TO BE 2 ROWS DEEP.
208V
XFMR
1000KVA
480V
XFMR
2500 KVA
480V
C.T.
480V
T.C.
208V
T.C.
GENERATOR
MTR MTR
RETAIL
R1
R2
PROVIDE PROVISIONS FOR CONNECTION
TO BUILDING FIRE ALARM SYSTEM FOR
RETAIL AREA.
PROVIDE PROVISION FOR 277V
EMERGENCY POWER WITH
TRANSFER MODULE.
PROVIDE (2) 4" CONDUITS FOR
RETAILPOWER BACK TO RETAIL
METER.
TOWER
SWITCH
PROVIDE CONDUIT FROM 480V C.T. CABINET
TO PUMP ROOM FOR FIRE PUMP. REFER TO
E4-02 FOR ADDITIONAL INFORMATION.
UTILITY PRIMARY CONDUITS PER DUKE
ENERGY STANDARDS.
NOTE: THIS SPACE WILL BE
APPLIED FOR IN SEPARATE
PERMIT.
PROVIDE 2" UNDERGROUND
CONDUITS FOR FEATURE LIGHTING
TBD ON SOUTH GRAHAM AND MLK.
8'x5/8" GROUND
ROD
PAD GROUND ROD(S)
BOND TO REBAR
4/0 AWG BARE
COPPER GROUND
BAR
4/0 AWG BARE
COPPER GROUND
BAR
BOND TO REBAR
VAULT GROUNDING PER DUKE
ENERGY STANDARDS.
POWER NOTES:
1. REFER TO UTILITY COMPANY STANDARDS FOR ALL CONDUITS/DUCT BANKS ENTERING BUILDING.
2. REFER TO E4 SERIES FOR ADDITIONAL CONDUIT INFORMATION.
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 12:04:19 PM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE1−01A
08.14.18ELECTRICAL FLOOR PLAN − UNDERGROUND401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"E1-01A
1 ELECTRICAL FLOOR PLAN - UNDERGROUND PLAN
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
S
S
S
S
3J
J
J
JFSJJ
J
WPJ
H
S
S
S
S
S
S
FF
F
J
J
1
1
8
823456
AA
B
E.0.7
FF
C.1
D.1
E.8
A.6.1
C
D
4.9
3.9
3.92.91.8
E
7.86.8
A.7
C.7.1
2.8
2.8
5.7
5.7
B.8B.8
D.4D.4
C.8C.8
C.9C.9
B.1
7.1
RESIDENTIAL
LOBBY
133
OFFICE LOBBY
102
PARKING DECK
ELEVATOR
LOBBY
106
5.9
D.2D.2
5.3
5.3
RAMP
127
O1
TO1
O2
TO2
O3
TO3
RESIDENTIAL
ELEV. LOBBY
132
ENTRY LOGGIA
101
SERVICE DRIVE
115
E.9
O4
TO4
2.3
E.9
5.9
ATS-1 ATS-2 MSB-HOUSET-EL1E1H1E1L1
T-1L1
1L1
1H1DFCU-01-01EH-02 F-01-01 EH-02
FCU-01-01
EH-03
FP-1
BP-1
BP-2EH-02F-01-03
EH-03
DFCU-01-02
DFCU-01-03
ATS-3Z1H11LR R1
R2
FACP
FAAP
FAAPSP-4
SP-3SP-2SP-5SP-1
TURNSTILE
208V
XFMR
1000KVA
480V
XFMR
2500 KVA
EH-01
EH-01EH-01METERIRP-1JP-1
COMP-2750KW
DIESEL GENERATOR
196"L X 74"W X 96"H
480V
C.T.
480V
T.C.
208V
T.C.
MTR MTR
RTL 1HTV1LTV700 GALLON UNDERGROUND TANK FOR TRANSFORMER
RUPTURE LOCATION TO BE COORDINATED
WITH STRUCTURAL AND ELECTRICAL
CONDUITS.
DIRECTORY
1 2121212121 212121212121212121212
F-01-04
F-01-05
T-1LTV1DP
E3-10
2
EH-06
EH-07
EH-08
EH-01
ADA
DOOR
OPENER
POWER
1 2121212
1L3
FCU-01-02
EH-05
1 21212
F-01-06
F-01-07
SPRINKLER PANEL
ELEVATOR CONTROL PANEL
ELEVATOR COMM
SMOKE CONTROL PANEL
SMOKE CONTROL PANEL
STAIR RELEASE PANEL
ATS PANEL
IRRIGATION CONTROLLER
GENERATOR PANEL
FIRE PUMP
CONTROLLER
OVERHEAD
DOOR
1H1 - 2
WH-2
1LTV - 1
1LLR
T-1LLR
1L1 - 11,13
1L1 - 8
1L1 - 10,12
1L1 - 15,17
1L1 - 7,9
1L1 - 16
1H1 - 4
1H1 - 6
GENERATOR -
4
1H1 - 7
1L3 - 1
1L3 - 2
1L1 - 20,22
1H1 - 91H1 - 8 1L1 - 24
1L1 - 27
1L1 - 26
1L1 - 25
SP-61L1 - 36,38
1L1 - 37,39
1H1 - 10 1H1 - 11
1L1 - 40
1L1 - 29,31
1L1 - 33,35
1L1 - 32,34
1LLR - 2
1LLR - 1
1LLR - 3
1H1 - 12,14,16
EH-02
EH-02
NOTE: THIS SPACE WILL BE
APPLIED FOR IN SEPARATE
PERMIT.
1L1 - 23
MODF-01-02MODMODMOD1H1 - 18,20,22
1L1 - 42,44
1L1 - 41,43
1H1 - 21
HOIST
DISCONNECT
1HTV - 1,3,5
ST-1
1LR - 13,15,17
1LR - 14,16,18
1LR - 1,3,5
1L1 - 48
1H1 - 23
1H1 - 24
1L1 - 49
SLAB LEAVE OUT
COLD DARK SHELL
TEMPORARY MEANS OF EGRESS
DOCK LEVELER
1L1 - 62,64
DOCK LEVELER
CONTROL
PARKING GATEPARKING PAYCENTER1L1 - 63,651L1 - 66,68EH-021H1 - 27
1L1 - 14
1L1 - 45 1L1 - 70
PROVIDE ELEVATED WALKWAY
AROUND GENERATOR.
1LLR - 4
TOWER
1L1 - 28,30
RETAIL
1L1 - 71
1L1 - 73
1L1 - 72
1L1 - 47
1L1 - 75
1L1 - 74
1L1 - 76
1L1 - 77
ELEVATOR
SHAFT LIGHT
SWITCHES
STUB IN FIRE ALARM
CIRCUITS FOR FUTURE
BUILDOUT.
STUB IN 1"C FROM E1H1
LIFE-SAFETY.
1
2
2
2
1L1 - 78
1L2
PROVIDE REMOVABLE WALL FOR
GENERATOR .
1LTV - 2,4
OIL TANK SUMP
PUMP
ADA DOOR
OPENER
POWER
3
1L1 - 79
1L1 - 80,82
TRASH
COMPACTOR
1L1 - 46
1L1 - 81
POWER NOTES:
1. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT PLACEMENT OF
OUTLETS, DEVICES, AND OTHER REQUIREMENTS.
2. REFER TO MECHANICAL AND PLUMBING PLANS FOR ADDITIONAL POWER REQUIREMENTS AND
LOCATIONS FOR BUILDING MANAGEMENT SYSTEM CONTROL PANELS, VAV'S POWER, CARBON
MONOXIDE DETECTOR PANELS, ETC. CONTRACTOR SHALL PROVIDE/ALLOW FOR ADDITIONAL
POWER REQUIREMENTS IN BID.
3. PROVIDE NEC REQUIRED DISCONNECTS.
4. REFER TO AUDIO VISUAL, SECURITY, INFORMATION TECHNOLOGY AND MATV DOCUMENTS FOR
ADDITIONAL REQUIREMENTS.
5. PROVIDE A SEPARATE NEUTRAL FOR EACH BRANCH CIRCUIT. DO NOT SHARE NEUTRALS.
6. 120V BRANCH CIRCUIT HOMERUNS ARE SHOWN AS INDIVIDUAL CIRCUITS. IN GENERAL, UNLESS
PROHIBITED ELSEWHERE IN CONTRACT DOCUMENTS, CONTRACTOR MAY COMBINE 120V
HOMERUNS AND SHARE NEUTRALS PROVIDED NEC REQUIREMENTS ARE MET FOR FILL AND
NUMBER OF CONDUCTOR DERATING.
7.CIRCUITS 75' OR GREATER USE #10 AWG OR NEXT LARGER SIZE.
8.FIRE SMOKE DAMPERS(FSD) ARE TO BE FAIL CLOSED. CONNECT TO NEARBY 120V LIGHTING
CIRCUIT. IF A 120V LIGHTING CIRCUIT IS NOT AVAILABLE, CONNECTO TO NEARBY RECEPTACLE
CIRCUIT. REFER TO MECHANICAL DRAWINGS FOR ALL FSD LOCATIONS.
9.REFER TO E5 SERIES DRAWINGS FOR ELECTRICAL SCHEDULES.
10.REFER TO E6 SERIES DRAWINGS FOR ELECTRICAL DETAILS.
11.REFER TO TSYS DRAWINGS FOR LOW VOLTAGE CONDUIT REQUIREMENTS.
1. WALL MOUNTED FIRE ALARM DEVICES SHALL BE INSTALLED WITH CONDUIT INTO ACCESSIBLE
CEILING SPACE.
2. FINAL FIRE ALARM INSTALLATION SHALL BE CERTIFIED BY MANUFACTURER'S FIELD
REPRESENTATIVE.
3. MAINTAIN SMOKE AND HEAT DETECTORS' DUST COVERS TO FINAL ACCEPTANCE OR FOR
TESTING.
4. FIRE ALARM SYSTEM AND WORK SHALL BE IN COMPLIANCE WITH NFPA 72 AND GOVERNING
LOCAL CODES AND REGULATIONS.
5. FIRE ALARM ANNUNCIATION DEVICES MOUNTED IN UNCONDITIONED SPACES SHALL BE
WEATHERPROOF.
FIRE ALARM NOTES:
COORDINATE POWER AND CONDUIT REQUIREMENTS FOR TURNSTILE EQUIPMENT WITH
EQUIPMENT MANUFACTURER. COORDINATE EXACT LOCATION WITH ARCHITECTURAL
DRAWINGS.
SUMP PUMP CONTROLLER(S). REFER TO PLUMBING DRAWINGS FOR EXACT LOCATION AND
ADDITIONAL INFORMATION.
ADA DOOR OPENER(S). REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS.
DOOR POWER. COORDINATE POWER REQUIREMENTS WITH EQUIPMENT MANUFACTURER.
KEYNOTES: (NOT ALL KEYNOTES APPLY TO EVERY DRAWING)
1
2
3
4
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:42:34 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE1−01B
08.14.18ELECTRICAL FLOOR PLAN − LEVEL 01 − GROUND LEVEL401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"E1-01B
1 ELECTRICAL FLOOR PLAN - LEVEL 01 - GROUND LEVEL
1
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
3
4
4
FEFEFE FEFEFF
F
S
S
S
S
SS
1
1
8
823456
AA
B
E.0.7
FF
7
C.1
D.1
E.8
A.6.1
C
D
4.93.92.91.8
E
7.86.8
A.7
2.8
2.8
5.7
5.7
B.8B.8
D.4D.4
C.8C.8
C.9C.9
B.1
7.1
STAIR #2
ST2
PARKING DECK
ELEVATOR
S1
RESIDENTIAL /
FIREMANS
ELEVATOR
LOBBY
207
STAIR #1
ST1
5.9
D.2
D.2
5.3
5.3
ELECTRICAL
ROOM
208
TELECOM
ROOM
209
O1
TO1
O2
TO2
O3
TO3
15
15
16
E.9
PARKING DECK
ELEVATOR
VESTIBULE
210
O4
TO4
DRY SPRINKLER
ROOM
206
R1
TR1
R2
TR2
R3
TR3
2.3
E.9
5.9
DCU-01-02
DCU-01-01
CU-01-01
CU-01-02
F-02-01
EH-01EH-04
COMP-1
EH-01
R1 R2
O
DFCU-XX-01
DCU-01-03
1H1 - 15,17,19MODFSD FSDCAR CHARGING
3L1 - 1,33L1 - 13
3H1 - 5
3H1 - 12
3H1 - 7
1L1 - 51,53
1L1 - 50
1L1 - 52,54
1L1 - 55,57
1L1 - 56,58
1L1 - 59,61
#10
#10
#10
POWER NOTES:
1. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT PLACEMENT OF
OUTLETS, DEVICES, AND OTHER REQUIREMENTS.
2. REFER TO MECHANICAL AND PLUMBING PLANS FOR ADDITIONAL POWER REQUIREMENTS AND
LOCATIONS FOR BUILDING MANAGEMENT SYSTEM CONTROL PANELS, VAV'S POWER, CARBON
MONOXIDE DETECTOR PANELS, ETC. CONTRACTOR SHALL PROVIDE/ALLOW FOR ADDITIONAL
POWER REQUIREMENTS IN BID.
3. PROVIDE NEC REQUIRED DISCONNECTS.
4. REFER TO AUDIO VISUAL, SECURITY, INFORMATION TECHNOLOGY AND MATV DOCUMENTS FOR
ADDITIONAL REQUIREMENTS.
5. PROVIDE A SEPARATE NEUTRAL FOR EACH BRANCH CIRCUIT. DO NOT SHARE NEUTRALS.
6. 120V BRANCH CIRCUIT HOMERUNS ARE SHOWN AS INDIVIDUAL CIRCUITS. IN GENERAL, UNLESS
PROHIBITED ELSEWHERE IN CONTRACT DOCUMENTS, CONTRACTOR MAY COMBINE 120V
HOMERUNS AND SHARE NEUTRALS PROVIDED NEC REQUIREMENTS ARE MET FOR FILL AND
NUMBER OF CONDUCTOR DERATING.
7.CIRCUITS 75' OR GREATER USE #10 AWG OR NEXT LARGER SIZE.
8.FIRE SMOKE DAMPERS(FSD) ARE TO BE FAIL CLOSED. CONNECT TO NEARBY 120V LIGHTING
CIRCUIT. IF A 120V LIGHTING CIRCUIT IS NOT AVAILABLE, CONNECTO TO NEARBY RECEPTACLE
CIRCUIT. REFER TO MECHANICAL DRAWINGS FOR ALL FSD LOCATIONS.
9.REFER TO E5 SERIES DRAWINGS FOR ELECTRICAL SCHEDULES.
10.REFER TO E6 SERIES DRAWINGS FOR ELECTRICAL DETAILS.
11.REFER TO TSYS DRAWINGS FOR LOW VOLTAGE CONDUIT REQUIREMENTS.
1. WALL MOUNTED FIRE ALARM DEVICES SHALL BE INSTALLED WITH CONDUIT INTO ACCESSIBLE
CEILING SPACE.
2. FINAL FIRE ALARM INSTALLATION SHALL BE CERTIFIED BY MANUFACTURER'S FIELD
REPRESENTATIVE.
3. MAINTAIN SMOKE AND HEAT DETECTORS' DUST COVERS TO FINAL ACCEPTANCE OR FOR
TESTING.
4. FIRE ALARM SYSTEM AND WORK SHALL BE IN COMPLIANCE WITH NFPA 72 AND GOVERNING
LOCAL CODES AND REGULATIONS.
5. FIRE ALARM ANNUNCIATION DEVICES MOUNTED IN UNCONDITIONED SPACES SHALL BE
WEATHERPROOF.
FIRE ALARM NOTES:
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:42:49 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE1−02
08.14.18ELECTRICAL FLOOR PLAN − LEVEL 02 − PARKING LEVEL P2401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"E1-02
1 ELECTRICAL FLOOR PLAN - LEVEL 02 - PARKING LEVEL P2
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
FF
S
S
F
S
S
1
1
8
823456
AA
B
E.0.7
FF
C.1
D.1
E.8
A.6.1
C
D
4.93.92.91.8
A.3
E
7.86.8
A.7
2.8
2.8
B.8B.8
D.4D.4
C.8C.8
C.9C.9
B.1
7.1
FIREMANS
ELEVATOR
LOBBY
307
TELECOM
ROOM
309
PARKING DECK
ELEVATOR
S1
STAIR #2
ST2
STAIR #1
ST1ELECTRICAL
ROOM
308
5.9
D.2D.2
5.3
5.3
O3
TO3
O1
TO1
O2
TO2
PARKING DECK
ELEVATOR
VESTIBULE
310
O4
TO4
DRY SPRINKLER
ROOM
306
R1
TR1
R2
TR2
R3
TR3
E.9
5.9
DFCU-XX-01
T-3L1
3H1
3L1 E3H1EH-01R1 R2
O
EH-04
3H1 - 1
3H1 - 8
3L1 - 6,8
3L1 - 14
DCU-XX-01
DCU-XX-01
DCU-03-02CU-01-06CU-01-04CU-01-03CU-01-05?3L1 - 5,73L1 - 9,113L1 - 19,213L1 - 23,253L1 - 20,223L1 - 27,293L1 - 24,263L1 - 28
#10
#10
#10
DFCU-03-02
POWER NOTES:
1. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT PLACEMENT OF
OUTLETS, DEVICES, AND OTHER REQUIREMENTS.
2. REFER TO MECHANICAL AND PLUMBING PLANS FOR ADDITIONAL POWER REQUIREMENTS AND
LOCATIONS FOR BUILDING MANAGEMENT SYSTEM CONTROL PANELS, VAV'S POWER, CARBON
MONOXIDE DETECTOR PANELS, ETC. CONTRACTOR SHALL PROVIDE/ALLOW FOR ADDITIONAL
POWER REQUIREMENTS IN BID.
3. PROVIDE NEC REQUIRED DISCONNECTS.
4. REFER TO AUDIO VISUAL, SECURITY, INFORMATION TECHNOLOGY AND MATV DOCUMENTS FOR
ADDITIONAL REQUIREMENTS.
5. PROVIDE A SEPARATE NEUTRAL FOR EACH BRANCH CIRCUIT. DO NOT SHARE NEUTRALS.
6. 120V BRANCH CIRCUIT HOMERUNS ARE SHOWN AS INDIVIDUAL CIRCUITS. IN GENERAL, UNLESS
PROHIBITED ELSEWHERE IN CONTRACT DOCUMENTS, CONTRACTOR MAY COMBINE 120V
HOMERUNS AND SHARE NEUTRALS PROVIDED NEC REQUIREMENTS ARE MET FOR FILL AND
NUMBER OF CONDUCTOR DERATING.
7.CIRCUITS 75' OR GREATER USE #10 AWG OR NEXT LARGER SIZE.
8.FIRE SMOKE DAMPERS(FSD) ARE TO BE FAIL CLOSED. CONNECT TO NEARBY 120V LIGHTING
CIRCUIT. IF A 120V LIGHTING CIRCUIT IS NOT AVAILABLE, CONNECTO TO NEARBY RECEPTACLE
CIRCUIT. REFER TO MECHANICAL DRAWINGS FOR ALL FSD LOCATIONS.
9.REFER TO E5 SERIES DRAWINGS FOR ELECTRICAL SCHEDULES.
10.REFER TO E6 SERIES DRAWINGS FOR ELECTRICAL DETAILS.
11.REFER TO TSYS DRAWINGS FOR LOW VOLTAGE CONDUIT REQUIREMENTS.
1. WALL MOUNTED FIRE ALARM DEVICES SHALL BE INSTALLED WITH CONDUIT INTO ACCESSIBLE
CEILING SPACE.
2. FINAL FIRE ALARM INSTALLATION SHALL BE CERTIFIED BY MANUFACTURER'S FIELD
REPRESENTATIVE.
3. MAINTAIN SMOKE AND HEAT DETECTORS' DUST COVERS TO FINAL ACCEPTANCE OR FOR
TESTING.
4. FIRE ALARM SYSTEM AND WORK SHALL BE IN COMPLIANCE WITH NFPA 72 AND GOVERNING
LOCAL CODES AND REGULATIONS.
5. FIRE ALARM ANNUNCIATION DEVICES MOUNTED IN UNCONDITIONED SPACES SHALL BE
WEATHERPROOF.
FIRE ALARM NOTES:
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:42:56 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE1−03
08.14.18ELECTRICAL FLOOR PLAN − LEVEL 03 − PARKING LEVEL P3401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"E1-03
1 ELECTRICAL FLOOR PLAN - LEVEL 03 - PARKING LEVEL P3
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
F
FS
S
F
S
S
1 823456
A
B
E.0.7
F
7
C.1
D.1
E.8
A.6.1
B.9
C
D
4.93.92.91.8
A.3
D.7
E
E.2
7.8
5.8 6.8
A.7
C.7.1
D.0.5
2.8 5.7
B.8
D.4
C.8
C.9
B.1
A.1
7.9
6.7
C.2
7.1
4.95
5.9
D.2
5.3
C.7.2
E.9
5.9
R1 R2
OEH-01EH-04 3H1 - 10
3H1 - 3
CAR CHARGING
3L1 - 10,12
3L1 - 16
3L1 - 18
DCU-XX-013L1 - 2,4DFCU-XX-01
#10
#10
#10
POWER NOTES:
1. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT PLACEMENT OF
OUTLETS, DEVICES, AND OTHER REQUIREMENTS.
2. REFER TO MECHANICAL AND PLUMBING PLANS FOR ADDITIONAL POWER REQUIREMENTS AND
LOCATIONS FOR BUILDING MANAGEMENT SYSTEM CONTROL PANELS, VAV'S POWER, CARBON
MONOXIDE DETECTOR PANELS, ETC. CONTRACTOR SHALL PROVIDE/ALLOW FOR ADDITIONAL
POWER REQUIREMENTS IN BID.
3. PROVIDE NEC REQUIRED DISCONNECTS.
4. REFER TO AUDIO VISUAL, SECURITY, INFORMATION TECHNOLOGY AND MATV DOCUMENTS FOR
ADDITIONAL REQUIREMENTS.
5. PROVIDE A SEPARATE NEUTRAL FOR EACH BRANCH CIRCUIT. DO NOT SHARE NEUTRALS.
6. 120V BRANCH CIRCUIT HOMERUNS ARE SHOWN AS INDIVIDUAL CIRCUITS. IN GENERAL, UNLESS
PROHIBITED ELSEWHERE IN CONTRACT DOCUMENTS, CONTRACTOR MAY COMBINE 120V
HOMERUNS AND SHARE NEUTRALS PROVIDED NEC REQUIREMENTS ARE MET FOR FILL AND
NUMBER OF CONDUCTOR DERATING.
7.CIRCUITS 75' OR GREATER USE #10 AWG OR NEXT LARGER SIZE.
8.FIRE SMOKE DAMPERS(FSD) ARE TO BE FAIL CLOSED. CONNECT TO NEARBY 120V LIGHTING
CIRCUIT. IF A 120V LIGHTING CIRCUIT IS NOT AVAILABLE, CONNECTO TO NEARBY RECEPTACLE
CIRCUIT. REFER TO MECHANICAL DRAWINGS FOR ALL FSD LOCATIONS.
9.REFER TO E5 SERIES DRAWINGS FOR ELECTRICAL SCHEDULES.
10.REFER TO E6 SERIES DRAWINGS FOR ELECTRICAL DETAILS.
11.REFER TO TSYS DRAWINGS FOR LOW VOLTAGE CONDUIT REQUIREMENTS.
1. WALL MOUNTED FIRE ALARM DEVICES SHALL BE INSTALLED WITH CONDUIT INTO ACCESSIBLE
CEILING SPACE.
2. FINAL FIRE ALARM INSTALLATION SHALL BE CERTIFIED BY MANUFACTURER'S FIELD
REPRESENTATIVE.
3. MAINTAIN SMOKE AND HEAT DETECTORS' DUST COVERS TO FINAL ACCEPTANCE OR FOR
TESTING.
4. FIRE ALARM SYSTEM AND WORK SHALL BE IN COMPLIANCE WITH NFPA 72 AND GOVERNING
LOCAL CODES AND REGULATIONS.
5. FIRE ALARM ANNUNCIATION DEVICES MOUNTED IN UNCONDITIONED SPACES SHALL BE
WEATHERPROOF.
FIRE ALARM NOTES:
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:43:05 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE1−04
08.14.18ELECTRICAL FLOOR PLAN − LEVEL 04 − PARKING LEVEL P4401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"E1-04
1 ELECTRICAL FLOOR PLAN - LEVEL 04 - PARKING LEVEL P4
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
FEFEFE FES
FS
F
F
S
S
1 823456
A
B
E.0.7
F
7
C.1
D.1
E.8
A.6.1
B.9
C
D
4.93.92.91.8
A.3
D.7
E
E.2
7.8
5.8 6.8
A.7
C.7.1
D.0.5
2.8 5.7
B.8
D.4
C.8
C.9
B.1
A.1
7.9
6.7
C.2
7.1
4.95
5.9
D.2
5.3
C.7.2
E.9
5.9
EH-01
R1 R2
O
EH-04 6H1 - 2
CAR CHARGING
6L1 - 2,4
6L1 - 5
O3
TO3
O4
TO4
O1
TO1
O2
TO2
ELECTRICAL
ROOM
508
TELECOM
ROOM
509
STAIR #1
ST1
R3
TR3
R1
TR1
R2
TR2
RESIDENTIAL
/ FIREMANS
LOBBY
507
PARKING
DECK
ELEVATOR
S1STAIR #2
ST2
DRY
SPRINKLER
ROOM
506
DCU-XX-016H1 - 4DFCU-XX-01
6L1 - 10,12
6L1 - 5
#10
#10
#10
POWER NOTES:
1. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT PLACEMENT OF
OUTLETS, DEVICES, AND OTHER REQUIREMENTS.
2. REFER TO MECHANICAL AND PLUMBING PLANS FOR ADDITIONAL POWER REQUIREMENTS AND
LOCATIONS FOR BUILDING MANAGEMENT SYSTEM CONTROL PANELS, VAV'S POWER, CARBON
MONOXIDE DETECTOR PANELS, ETC. CONTRACTOR SHALL PROVIDE/ALLOW FOR ADDITIONAL
POWER REQUIREMENTS IN BID.
3. PROVIDE NEC REQUIRED DISCONNECTS.
4. REFER TO AUDIO VISUAL, SECURITY, INFORMATION TECHNOLOGY AND MATV DOCUMENTS FOR
ADDITIONAL REQUIREMENTS.
5. PROVIDE A SEPARATE NEUTRAL FOR EACH BRANCH CIRCUIT. DO NOT SHARE NEUTRALS.
6. 120V BRANCH CIRCUIT HOMERUNS ARE SHOWN AS INDIVIDUAL CIRCUITS. IN GENERAL, UNLESS
PROHIBITED ELSEWHERE IN CONTRACT DOCUMENTS, CONTRACTOR MAY COMBINE 120V
HOMERUNS AND SHARE NEUTRALS PROVIDED NEC REQUIREMENTS ARE MET FOR FILL AND
NUMBER OF CONDUCTOR DERATING.
7.CIRCUITS 75' OR GREATER USE #10 AWG OR NEXT LARGER SIZE.
8.FIRE SMOKE DAMPERS(FSD) ARE TO BE FAIL CLOSED. CONNECT TO NEARBY 120V LIGHTING
CIRCUIT. IF A 120V LIGHTING CIRCUIT IS NOT AVAILABLE, CONNECTO TO NEARBY RECEPTACLE
CIRCUIT. REFER TO MECHANICAL DRAWINGS FOR ALL FSD LOCATIONS.
9.REFER TO E5 SERIES DRAWINGS FOR ELECTRICAL SCHEDULES.
10.REFER TO E6 SERIES DRAWINGS FOR ELECTRICAL DETAILS.
11.REFER TO TSYS DRAWINGS FOR LOW VOLTAGE CONDUIT REQUIREMENTS.
1. WALL MOUNTED FIRE ALARM DEVICES SHALL BE INSTALLED WITH CONDUIT INTO ACCESSIBLE
CEILING SPACE.
2. FINAL FIRE ALARM INSTALLATION SHALL BE CERTIFIED BY MANUFACTURER'S FIELD
REPRESENTATIVE.
3. MAINTAIN SMOKE AND HEAT DETECTORS' DUST COVERS TO FINAL ACCEPTANCE OR FOR
TESTING.
4. FIRE ALARM SYSTEM AND WORK SHALL BE IN COMPLIANCE WITH NFPA 72 AND GOVERNING
LOCAL CODES AND REGULATIONS.
5. FIRE ALARM ANNUNCIATION DEVICES MOUNTED IN UNCONDITIONED SPACES SHALL BE
WEATHERPROOF.
FIRE ALARM NOTES:
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:43:17 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE1−05
08.14.18ELECTRICAL FLOOR PLAN − LEVEL 05 − PARKING LEVEL P5401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"E1-05
1 ELECTRICAL FLOOR PLAN - LEVEL 05 PARKING LEVELS P5
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
FEFEF
F
S
S
FS
S
1 823456
A
B
E.0.7
F
7
C.1
D.1
E.8
A.6.1
B.9
C
D
4.93.92.91.8
A.3
D.7
E
E.2
7.8
5.8 6.8
A.7
C.7.1
D.0.5
2.8 5.7
B.8
D.4
C.8
C.9
B.1
A.1
7.9
6.7
C.2
7.1
4.95
5.9
D.2
5.3
C.7.2
E.9
5.9
6L1 - 1,3
CAR CHARGING
DFCU-XX-01EH-016H1 - 2
EH-04
6H1 - 7
DFCU-06-02
R2
O
R1
E6H1
6L1
T-6L1
6H1
O2
TO2
O1
TO1
O3
TO3
O4
TO4
ELECTRICAL
ROOM
608
TELECOM
ROOM
609
R3
TR3
RESIDENTIAL /
FIREMANS
LOBBY
607
R2
TR2
R1
TR1
DRY
SPRINKLER
ROOM
606
PARKING DECK
ELEVATOR
S1STAIR #2
ST2
6L1 - 9
DCU-06-02 DCU-XX-01
1L1 - 21
6L1 - 11,13
6L1 - 14,16
#10
#10
6L1 - 15
#10
#10
POWER NOTES:
1. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT PLACEMENT OF
OUTLETS, DEVICES, AND OTHER REQUIREMENTS.
2. REFER TO MECHANICAL AND PLUMBING PLANS FOR ADDITIONAL POWER REQUIREMENTS AND
LOCATIONS FOR BUILDING MANAGEMENT SYSTEM CONTROL PANELS, VAV'S POWER, CARBON
MONOXIDE DETECTOR PANELS, ETC. CONTRACTOR SHALL PROVIDE/ALLOW FOR ADDITIONAL
POWER REQUIREMENTS IN BID.
3. PROVIDE NEC REQUIRED DISCONNECTS.
4. REFER TO AUDIO VISUAL, SECURITY, INFORMATION TECHNOLOGY AND MATV DOCUMENTS FOR
ADDITIONAL REQUIREMENTS.
5. PROVIDE A SEPARATE NEUTRAL FOR EACH BRANCH CIRCUIT. DO NOT SHARE NEUTRALS.
6. 120V BRANCH CIRCUIT HOMERUNS ARE SHOWN AS INDIVIDUAL CIRCUITS. IN GENERAL, UNLESS
PROHIBITED ELSEWHERE IN CONTRACT DOCUMENTS, CONTRACTOR MAY COMBINE 120V
HOMERUNS AND SHARE NEUTRALS PROVIDED NEC REQUIREMENTS ARE MET FOR FILL AND
NUMBER OF CONDUCTOR DERATING.
7.CIRCUITS 75' OR GREATER USE #10 AWG OR NEXT LARGER SIZE.
8.FIRE SMOKE DAMPERS(FSD) ARE TO BE FAIL CLOSED. CONNECT TO NEARBY 120V LIGHTING
CIRCUIT. IF A 120V LIGHTING CIRCUIT IS NOT AVAILABLE, CONNECTO TO NEARBY RECEPTACLE
CIRCUIT. REFER TO MECHANICAL DRAWINGS FOR ALL FSD LOCATIONS.
9.REFER TO E5 SERIES DRAWINGS FOR ELECTRICAL SCHEDULES.
10.REFER TO E6 SERIES DRAWINGS FOR ELECTRICAL DETAILS.
11.REFER TO TSYS DRAWINGS FOR LOW VOLTAGE CONDUIT REQUIREMENTS.
1. WALL MOUNTED FIRE ALARM DEVICES SHALL BE INSTALLED WITH CONDUIT INTO ACCESSIBLE
CEILING SPACE.
2. FINAL FIRE ALARM INSTALLATION SHALL BE CERTIFIED BY MANUFACTURER'S FIELD
REPRESENTATIVE.
3. MAINTAIN SMOKE AND HEAT DETECTORS' DUST COVERS TO FINAL ACCEPTANCE OR FOR
TESTING.
4. FIRE ALARM SYSTEM AND WORK SHALL BE IN COMPLIANCE WITH NFPA 72 AND GOVERNING
LOCAL CODES AND REGULATIONS.
5. FIRE ALARM ANNUNCIATION DEVICES MOUNTED IN UNCONDITIONED SPACES SHALL BE
WEATHERPROOF.
FIRE ALARM NOTES:
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:43:30 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE1−06
08.14.18ELECTRICAL FLOOR PLAN − LEVEL 06 − PARKING LEVEL P6401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"E1-06
1 ELECTRICAL FLOOR PLAN - LEVEL 06 - PARKING LEVEL P6
Date Issue/Revision
FS
F
F
S
S
S
1
1
8
823456
AA
B
B
E.0.7
FF
7
C.1
D.1
E.8
A.6.1
C
D
4.93.92.91.8
D.7
E
7.86.8
A.7
2.8
2.8
5.7
5.7
B.8B.8
D.4D.4
C.8C.8
C.9C.9
B.1
7.1
5.9
D.2D.2
5.3
5.3
EH-01
R1 R2
O
WH-3
8L1 - 34,36
8H1 - 2
CAR CHARGING
8L1 - 2,4
O3
TO3
O4
TO4
ELECTRICAL
ROOM
708
R3
TR3
STAIR #1
ST1
FIREMANS
ELEVATOR
LOBBY
707
R2
TR2
R1
TR1
O1
TO1
O2
TO2
DRY
SPRINKLER
ROOM
706
PARKING
DECK
ELEVATOR
OVER RUN
S1
STAIR #2
ST2
DOG WASH
713
TELECOM
ROOM
709
8L1 - 38
8L1 - 40
8L1 - 42
DFCU-07-03
PARKING DECK
ELEVATOR 1
DCU-07-03
6L1 - 6,8
7LLRT-7LLRDFCU-XX-01
F-07-01
DFCU-07-02
PARKING DECK LEGALLY
REQUIRED TROUGH
#10
#10
#10
#10
PARKING DECK LEGALLY
REQUIRED TROUGH-7,9,11
POWER NOTES:
1. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT PLACEMENT OF
OUTLETS, DEVICES, AND OTHER REQUIREMENTS.
2. REFER TO MECHANICAL AND PLUMBING PLANS FOR ADDITIONAL POWER REQUIREMENTS AND
LOCATIONS FOR BUILDING MANAGEMENT SYSTEM CONTROL PANELS, VAV'S POWER, CARBON
MONOXIDE DETECTOR PANELS, ETC. CONTRACTOR SHALL PROVIDE/ALLOW FOR ADDITIONAL
POWER REQUIREMENTS IN BID.
3. PROVIDE NEC REQUIRED DISCONNECTS.
4. REFER TO AUDIO VISUAL, SECURITY, INFORMATION TECHNOLOGY AND MATV DOCUMENTS FOR
ADDITIONAL REQUIREMENTS.
5. PROVIDE A SEPARATE NEUTRAL FOR EACH BRANCH CIRCUIT. DO NOT SHARE NEUTRALS.
6. 120V BRANCH CIRCUIT HOMERUNS ARE SHOWN AS INDIVIDUAL CIRCUITS. IN GENERAL, UNLESS
PROHIBITED ELSEWHERE IN CONTRACT DOCUMENTS, CONTRACTOR MAY COMBINE 120V
HOMERUNS AND SHARE NEUTRALS PROVIDED NEC REQUIREMENTS ARE MET FOR FILL AND
NUMBER OF CONDUCTOR DERATING.
7.CIRCUITS 75' OR GREATER USE #10 AWG OR NEXT LARGER SIZE.
8.FIRE SMOKE DAMPERS(FSD) ARE TO BE FAIL CLOSED. CONNECT TO NEARBY 120V LIGHTING
CIRCUIT. IF A 120V LIGHTING CIRCUIT IS NOT AVAILABLE, CONNECTO TO NEARBY RECEPTACLE
CIRCUIT. REFER TO MECHANICAL DRAWINGS FOR ALL FSD LOCATIONS.
9.REFER TO E5 SERIES DRAWINGS FOR ELECTRICAL SCHEDULES.
10.REFER TO E6 SERIES DRAWINGS FOR ELECTRICAL DETAILS.
11.REFER TO TSYS DRAWINGS FOR LOW VOLTAGE CONDUIT REQUIREMENTS.
1. WALL MOUNTED FIRE ALARM DEVICES SHALL BE INSTALLED WITH CONDUIT INTO ACCESSIBLE
CEILING SPACE.
2. FINAL FIRE ALARM INSTALLATION SHALL BE CERTIFIED BY MANUFACTURER'S FIELD
REPRESENTATIVE.
3. MAINTAIN SMOKE AND HEAT DETECTORS' DUST COVERS TO FINAL ACCEPTANCE OR FOR
TESTING.
4. FIRE ALARM SYSTEM AND WORK SHALL BE IN COMPLIANCE WITH NFPA 72 AND GOVERNING
LOCAL CODES AND REGULATIONS.
5. FIRE ALARM ANNUNCIATION DEVICES MOUNTED IN UNCONDITIONED SPACES SHALL BE
WEATHERPROOF.
FIRE ALARM NOTES:
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:43:46 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE1−07
08.14.18ELECTRICAL FLOOR PLAN − LEVEL 07 − PARKING LEVEL P7401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"E1-07
1 ELECTRICAL FLOOR PLAN - LEVEL 07 - PARKING LEVEL P7
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
DN
UP
S
F
FF
F
SSS
1
1
8
823456
AA
B
E.0.7
FF
C.1
D.1
E.8
A.6.1
C
D
4.93.92.91.8
A.3
E
7.86.8
A.7
2.8
2.8
5.7
5.7
B.8B.8
D.4D.4
C.8C.8
C.9C.9
B.1
7.1
5.9
D.2D.2
5.3
5.3
5.9
F-08-01
DFCU-XX-01
T-8L1
8H18L1
EH-03
EH-01
DCU-XX-01DCU-07-02DCU-XX-01EH-03
WALKWAY ABOVE DRIVE AISLE
DN TO PREVIOUS LEVEL
STAIR #1
ST1
O2
TO2
O1
TO1
O3
TO3
O4
TO4
DRY
SPRINKLER
ROOM
806
RESIDENTIAL
FIREMANS
LOBBY
807
STAIR #2
ST2
STAIR
PRESSURIZATION
811
EH-03
EH-03
EH-03
EH-03EH-03
EH-03
EH-03
EH-03EH-03
EH-03
EH-03
R1 R2
O
MOD
8L1 - 6,8
8L1 - 9,11
8L1 - 1,3
8L1 - 13,15
8H1 - 4,6,8
8L1 - 14,16
8L1 - 18,20
8L1 - 17,19 8L1 - 21,23 8L1 - 25,278L1 - 22,248L1 - 33,35
8L1 - 29,31
8L1 - 30,32
DFCU-08-02
CAR CHARGING
8L1 - 37,39
END OF PARKING DECK
R3
TR3
R1
TR1
R2
TR2
8L1 - 22,248L1 - 5,7
8H1 - 2
8L1 - 10
DCU-08-021L1 - 67,698L1 - 26,288L1 - 41,438L1 - 12
#10
#10
8L1 - 12
#10
POWER NOTES:
1. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT PLACEMENT OF
OUTLETS, DEVICES, AND OTHER REQUIREMENTS.
2. REFER TO MECHANICAL AND PLUMBING PLANS FOR ADDITIONAL POWER REQUIREMENTS AND
LOCATIONS FOR BUILDING MANAGEMENT SYSTEM CONTROL PANELS, VAV'S POWER, CARBON
MONOXIDE DETECTOR PANELS, ETC. CONTRACTOR SHALL PROVIDE/ALLOW FOR ADDITIONAL
POWER REQUIREMENTS IN BID.
3. PROVIDE NEC REQUIRED DISCONNECTS.
4. REFER TO AUDIO VISUAL, SECURITY, INFORMATION TECHNOLOGY AND MATV DOCUMENTS FOR
ADDITIONAL REQUIREMENTS.
5. PROVIDE A SEPARATE NEUTRAL FOR EACH BRANCH CIRCUIT. DO NOT SHARE NEUTRALS.
6. 120V BRANCH CIRCUIT HOMERUNS ARE SHOWN AS INDIVIDUAL CIRCUITS. IN GENERAL, UNLESS
PROHIBITED ELSEWHERE IN CONTRACT DOCUMENTS, CONTRACTOR MAY COMBINE 120V
HOMERUNS AND SHARE NEUTRALS PROVIDED NEC REQUIREMENTS ARE MET FOR FILL AND
NUMBER OF CONDUCTOR DERATING.
7.CIRCUITS 75' OR GREATER USE #10 AWG OR NEXT LARGER SIZE.
8.FIRE SMOKE DAMPERS(FSD) ARE TO BE FAIL CLOSED. CONNECT TO NEARBY 120V LIGHTING
CIRCUIT. IF A 120V LIGHTING CIRCUIT IS NOT AVAILABLE, CONNECTO TO NEARBY RECEPTACLE
CIRCUIT. REFER TO MECHANICAL DRAWINGS FOR ALL FSD LOCATIONS.
9.REFER TO E5 SERIES DRAWINGS FOR ELECTRICAL SCHEDULES.
10.REFER TO E6 SERIES DRAWINGS FOR ELECTRICAL DETAILS.
11.REFER TO TSYS DRAWINGS FOR LOW VOLTAGE CONDUIT REQUIREMENTS.
1. WALL MOUNTED FIRE ALARM DEVICES SHALL BE INSTALLED WITH CONDUIT INTO ACCESSIBLE
CEILING SPACE.
2. FINAL FIRE ALARM INSTALLATION SHALL BE CERTIFIED BY MANUFACTURER'S FIELD
REPRESENTATIVE.
3. MAINTAIN SMOKE AND HEAT DETECTORS' DUST COVERS TO FINAL ACCEPTANCE OR FOR
TESTING.
4. FIRE ALARM SYSTEM AND WORK SHALL BE IN COMPLIANCE WITH NFPA 72 AND GOVERNING
LOCAL CODES AND REGULATIONS.
5. FIRE ALARM ANNUNCIATION DEVICES MOUNTED IN UNCONDITIONED SPACES SHALL BE
WEATHERPROOF.
FIRE ALARM NOTES:
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:44:05 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE1−08
08.14.18ELECTRICAL FLOOR PLAN − LEVEL 08 − PARKING LEVEL P8401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"E1-08
1 ELECTRICAL FLOOR PLAN - LEVEL 08 - PARKING LEVEL P8
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
FE
FECFVC FEFS
S
S
F
S
F1 823456
A
B
E.0.7
F
7
C.1
D.1
E.8
A.6.1
B.9
C
D
4.93.92.91.8
A.3
D.7
E
E.2
7.8
5.8 6.8
A.7
C.7.1
D.0.5
2.8 5.7
B.8
D.4
C.8
C.9
B.1
A.1
7.9
6.7
C.2
7.1
4.95
5.9
D.2
5.3
C.7.2
E.9
5.9
E9H1
9L1A9L1C
T-9L1
9H1
SCU-XX-01
1 21212121212121212
R1 R2
O
EH-09
EH-09
EH-09
EH-09
EH-09
EH-09
1 212
WH-O
CP-O
9H1 - 2,4,6
9H1 - 8
9H1 - 7
9H1 - 9
9H1 - 11
9H1 - 10
9H1 - 12
9L1A - 2
9L1A - 4
F-XX-01
PIU-XX-01
MOD
FSDFSDMOD
9L1A - 1
9L1A - 8
9L1A - 3
9L1A - 6
9L1A - 10
9L1A - 5,7
9L1A - 12
9L1B9L1A - 9
9L1A - 11
SD
FD
FD
FD
9L1B - 2
9L1B - 4
9L1B - 6
STAIRWELL ONLY
PRESENT ON OFFICE
LEVEL 1.
POWER NOTES:
1. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT PLACEMENT OF
OUTLETS, DEVICES, AND OTHER REQUIREMENTS.
2. REFER TO MECHANICAL AND PLUMBING PLANS FOR ADDITIONAL POWER REQUIREMENTS AND
LOCATIONS FOR BUILDING MANAGEMENT SYSTEM CONTROL PANELS, VAV'S POWER, CARBON
MONOXIDE DETECTOR PANELS, ETC. CONTRACTOR SHALL PROVIDE/ALLOW FOR ADDITIONAL
POWER REQUIREMENTS IN BID.
3. PROVIDE NEC REQUIRED DISCONNECTS.
4. REFER TO AUDIO VISUAL, SECURITY, INFORMATION TECHNOLOGY AND MATV DOCUMENTS FOR
ADDITIONAL REQUIREMENTS.
5. PROVIDE A SEPARATE NEUTRAL FOR EACH BRANCH CIRCUIT. DO NOT SHARE NEUTRALS.
6. 120V BRANCH CIRCUIT HOMERUNS ARE SHOWN AS INDIVIDUAL CIRCUITS. IN GENERAL, UNLESS
PROHIBITED ELSEWHERE IN CONTRACT DOCUMENTS, CONTRACTOR MAY COMBINE 120V
HOMERUNS AND SHARE NEUTRALS PROVIDED NEC REQUIREMENTS ARE MET FOR FILL AND
NUMBER OF CONDUCTOR DERATING.
7.CIRCUITS 75' OR GREATER USE #10 AWG OR NEXT LARGER SIZE.
8.FIRE SMOKE DAMPERS(FSD) ARE TO BE FAIL CLOSED. CONNECT TO NEARBY 120V LIGHTING
CIRCUIT. IF A 120V LIGHTING CIRCUIT IS NOT AVAILABLE, CONNECTO TO NEARBY RECEPTACLE
CIRCUIT. REFER TO MECHANICAL DRAWINGS FOR ALL FSD LOCATIONS.
9.REFER TO E5 SERIES DRAWINGS FOR ELECTRICAL SCHEDULES.
10.REFER TO E6 SERIES DRAWINGS FOR ELECTRICAL DETAILS.
11.REFER TO TSYS DRAWINGS FOR LOW VOLTAGE CONDUIT REQUIREMENTS.
1. WALL MOUNTED FIRE ALARM DEVICES SHALL BE INSTALLED WITH CONDUIT INTO ACCESSIBLE
CEILING SPACE.
2. FINAL FIRE ALARM INSTALLATION SHALL BE CERTIFIED BY MANUFACTURER'S FIELD
REPRESENTATIVE.
3. MAINTAIN SMOKE AND HEAT DETECTORS' DUST COVERS TO FINAL ACCEPTANCE OR FOR
TESTING.
4. FIRE ALARM SYSTEM AND WORK SHALL BE IN COMPLIANCE WITH NFPA 72 AND GOVERNING
LOCAL CODES AND REGULATIONS.
5. FIRE ALARM ANNUNCIATION DEVICES MOUNTED IN UNCONDITIONED SPACES SHALL BE
WEATHERPROOF.
FIRE ALARM NOTES:
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:44:09 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE1−09
08.14.18ELECTRICAL FLOOR PLAN − LEVEL 09−14 − TYPICAL OFFICE LEVELS O1−O5401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"E1-09
1 ELECTRICAL FLOOR PLAN - LEVEL 09-14 - TYPICAL OFFICE LEVELS O1-O5
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
FE
FEC FECFVC FEF
FF
S
S
S
S
1 823456
A
B
E.0.7
F
7
C.1
D.1
E.8
A.6.1
B.9
C
D
4.93.92.91.8
A.3
D.7
E
E.2
7.8
5.8 6.8
A.7
C.7.1
D.0.5
2.8 5.7
B.8
D.4
C.8
C.9
B.1
A.1
7.9
6.7
C.2
7.1
4.95
5.9
D.2
5.3
C.7.2
E.9
5.9
SCU-XX-01
R1 R2
O
15H1F-XX-01PIU-XX-01
PIU-XX-03
PIU-XX-02
PIU-XX-05
PIU-XX-04 15L1A15L1B15L1C
15H1 - 2,4,6
15H1 - 7
15H1 - 8
15L1A - 2
15H1 - 9
15L1A - 6
15L1A - 4
15L1A - 1
15L1A - 10
15L1A - 12SD
MODMODFSDFSD
15H1 - 10
15L1A - 5
15L1A - 3
?
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:44:17 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE1−15
08.14.18ELECTRICAL FLOOR PLAN − LEVEL 15−16 − TYPICAL OFFICE LEVELS O6−O7401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"E1-15
1 ELECTRICAL FLOOR PLAN - LEVEL 15-16 - TYPICAL OFFICE LEVELS O6-O7
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
F
FFFF
S
S
S
S
1
1
8
823456
AA
B
B
E.0.7
FF
7
C.1
D.1
E.8
B.9
C
D
3.92.91.8
A.3
7.86.8
A.7
C.7.1
D.0.5
2.8
2.8
5.7
5.7
B.8
B.8
D.4D.4
B.1
C.2
7.1
5.9
D.2D.2
5.3
5.3
C.7.2
5.9
17H1
ERU-01
F-17-01DFCU-17-0117LP1
EH-02
EH-02
EH-02
T-17LP1
T-LAM1
R1 R2
UTILITY
TRANSFER
AREA
1713
UTILITY
TRANSFER
AREA
1713
UTILITY
TRANSFER
AREA
1713
POOL PUMP
ROOM
1705
UTILITY
TRANSFER
AREA
1713
STAIR #2
ST2
STAIR #2
ST2
STAIR #1
ST1
RESIDENTIAL
SERVICE /
FIREMANS
ELEVATOR
LOBBY
1707
5000A BUSO
T-17LLR
17LLR
EH-01
F-17-03
F-17-02 EH-01EH-02 DFCU-17-02EH-02
EH-02
EH-02
EH-02
EH-02
EH-02
17H1 - 12
17H1 - 16
17H1 - 14
17H1 - 19
17H1 - 27
17H1 - 15
17H1 - 8
17H1 - 10
17LP1 - 3
17H1 - 18
17H1 - 13
17H1 - 20
OFFICE
ELEVATOR 1
OFFICE
ELEVATOR 2
OFFICE
ELEVATOR 4
OFFICE
ELEVATOR 3
MOD
FSD
17H1 - 1717H1 -21,23,2517LP1 - 1
17LP1 - 2
R2
ERU-01-HEATER
??
ERU-01-HEAT
WHEEL MOTOR
?
?
??
ERU-01-OAU
SUPPLY FAN
MOTOR
ERU-01 RETURN
AIR FANS
ERU-01-SUPPLY
FAN MOTOR
??
?
17LP1 - 5
17LP1 - 6
17LP1 - 7
17H1 -
22,24,26
17H1 -
29,31,33
17LP1 - 8
17H1 -
28,30,32
17H1 -
35,37,39
17LR
R1
POWER NOTES:
1. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT PLACEMENT OF
OUTLETS, DEVICES, AND OTHER REQUIREMENTS.
2. REFER TO MECHANICAL AND PLUMBING PLANS FOR ADDITIONAL POWER REQUIREMENTS AND
LOCATIONS FOR BUILDING MANAGEMENT SYSTEM CONTROL PANELS, VAV'S POWER, CARBON
MONOXIDE DETECTOR PANELS, ETC. CONTRACTOR SHALL PROVIDE/ALLOW FOR ADDITIONAL
POWER REQUIREMENTS IN BID.
3. PROVIDE NEC REQUIRED DISCONNECTS.
4. REFER TO AUDIO VISUAL, SECURITY, INFORMATION TECHNOLOGY AND MATV DOCUMENTS FOR
ADDITIONAL REQUIREMENTS.
5. PROVIDE A SEPARATE NEUTRAL FOR EACH BRANCH CIRCUIT. DO NOT SHARE NEUTRALS.
6. 120V BRANCH CIRCUIT HOMERUNS ARE SHOWN AS INDIVIDUAL CIRCUITS. IN GENERAL, UNLESS
PROHIBITED ELSEWHERE IN CONTRACT DOCUMENTS, CONTRACTOR MAY COMBINE 120V
HOMERUNS AND SHARE NEUTRALS PROVIDED NEC REQUIREMENTS ARE MET FOR FILL AND
NUMBER OF CONDUCTOR DERATING.
7.CIRCUITS 75' OR GREATER USE #10 AWG OR NEXT LARGER SIZE.
8.FIRE SMOKE DAMPERS(FSD) ARE TO BE FAIL CLOSED. CONNECT TO NEARBY 120V LIGHTING
CIRCUIT. IF A 120V LIGHTING CIRCUIT IS NOT AVAILABLE, CONNECTO TO NEARBY RECEPTACLE
CIRCUIT. REFER TO MECHANICAL DRAWINGS FOR ALL FSD LOCATIONS.
9.REFER TO E5 SERIES DRAWINGS FOR ELECTRICAL SCHEDULES.
10.REFER TO E6 SERIES DRAWINGS FOR ELECTRICAL DETAILS.
11.REFER TO TSYS DRAWINGS FOR LOW VOLTAGE CONDUIT REQUIREMENTS.
1. WALL MOUNTED FIRE ALARM DEVICES SHALL BE INSTALLED WITH CONDUIT INTO ACCESSIBLE
CEILING SPACE.
2. FINAL FIRE ALARM INSTALLATION SHALL BE CERTIFIED BY MANUFACTURER'S FIELD
REPRESENTATIVE.
3. MAINTAIN SMOKE AND HEAT DETECTORS' DUST COVERS TO FINAL ACCEPTANCE OR FOR
TESTING.
4. FIRE ALARM SYSTEM AND WORK SHALL BE IN COMPLIANCE WITH NFPA 72 AND GOVERNING
LOCAL CODES AND REGULATIONS.
5. FIRE ALARM ANNUNCIATION DEVICES MOUNTED IN UNCONDITIONED SPACES SHALL BE
WEATHERPROOF.
FIRE ALARM NOTES:
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:44:21 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE1−17
08.14.18ELECTRICAL FLOOR PLAN − LEVEL 17 − INTERSTITIAL LEVEL401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"E1-17
1 ELECTRICAL FLOOR PLAN - LEVEL 17 - INTERSTITIAL LEVEL
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
FE
F
FF
S
SS
S
J
1 823456
A
B
E.0.7
F
7
C.1
D.1
E.8
A.6.1
B.9
C
D
4.93.92.91.8
A.3
D.7
E
E.2
7.8
5.8 6.8
A.7
C.7.1
D.0.5
2.8 5.7
B.8
D.4
C.8
C.9
B.1
A.1
7.9
6.7
C.2
7.1
4.95
5.9
D.2
5.3
C.7.2
E.9
5.9
?
F-18-02
LAM2
LAM1
R2
R1
EH-01F-18-01
SHADED AREAS WILLBE APPLIED FOR IN SEPERATE PERMITWH-119L1 - 1,3
1H1 - 13
19L1 - 6
19L1 - 10
19L1 - 8 19L1 - 14
19L1 - 10
WH-4 WPWPEH-03EH-03FSDFSDFSDFSDFSDLAM1 - 1,3
POOL CHAIR LIFT
FSD
LAM1 - 2,4 LAM1 - 6,819L1 - 2
LAM1 - 5
<unnamed>
LAM2 - 1,3
POWER NOTES:
1. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT PLACEMENT OF
OUTLETS, DEVICES, AND OTHER REQUIREMENTS.
2. REFER TO MECHANICAL AND PLUMBING PLANS FOR ADDITIONAL POWER REQUIREMENTS AND
LOCATIONS FOR BUILDING MANAGEMENT SYSTEM CONTROL PANELS, VAV'S POWER, CARBON
MONOXIDE DETECTOR PANELS, ETC. CONTRACTOR SHALL PROVIDE/ALLOW FOR ADDITIONAL
POWER REQUIREMENTS IN BID.
3. PROVIDE NEC REQUIRED DISCONNECTS.
4. REFER TO AUDIO VISUAL, SECURITY, INFORMATION TECHNOLOGY AND MATV DOCUMENTS FOR
ADDITIONAL REQUIREMENTS.
5. PROVIDE A SEPARATE NEUTRAL FOR EACH BRANCH CIRCUIT. DO NOT SHARE NEUTRALS.
6. 120V BRANCH CIRCUIT HOMERUNS ARE SHOWN AS INDIVIDUAL CIRCUITS. IN GENERAL, UNLESS
PROHIBITED ELSEWHERE IN CONTRACT DOCUMENTS, CONTRACTOR MAY COMBINE 120V
HOMERUNS AND SHARE NEUTRALS PROVIDED NEC REQUIREMENTS ARE MET FOR FILL AND
NUMBER OF CONDUCTOR DERATING.
7.CIRCUITS 75' OR GREATER USE #10 AWG OR NEXT LARGER SIZE.
8.FIRE SMOKE DAMPERS(FSD) ARE TO BE FAIL CLOSED. CONNECT TO NEARBY 120V LIGHTING
CIRCUIT. IF A 120V LIGHTING CIRCUIT IS NOT AVAILABLE, CONNECTO TO NEARBY RECEPTACLE
CIRCUIT. REFER TO MECHANICAL DRAWINGS FOR ALL FSD LOCATIONS.
9.REFER TO E5 SERIES DRAWINGS FOR ELECTRICAL SCHEDULES.
10.REFER TO E6 SERIES DRAWINGS FOR ELECTRICAL DETAILS.
11.REFER TO TSYS DRAWINGS FOR LOW VOLTAGE CONDUIT REQUIREMENTS.
1. WALL MOUNTED FIRE ALARM DEVICES SHALL BE INSTALLED WITH CONDUIT INTO ACCESSIBLE
CEILING SPACE.
2. FINAL FIRE ALARM INSTALLATION SHALL BE CERTIFIED BY MANUFACTURER'S FIELD
REPRESENTATIVE.
3. MAINTAIN SMOKE AND HEAT DETECTORS' DUST COVERS TO FINAL ACCEPTANCE OR FOR
TESTING.
4. FIRE ALARM SYSTEM AND WORK SHALL BE IN COMPLIANCE WITH NFPA 72 AND GOVERNING
LOCAL CODES AND REGULATIONS.
5. FIRE ALARM ANNUNCIATION DEVICES MOUNTED IN UNCONDITIONED SPACES SHALL BE
WEATHERPROOF.
FIRE ALARM NOTES:
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:44:26 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE1−18
08.14.18ELECTRICAL FLOOR PLAN − LEVEL 18 − AMENITY/RESIDENTIAL LEVEL R1401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"E1-18
1 ELECTRICAL FLOOR PLAN - LEVEL 18 - AMENITY/RESIDENTIAL LEVEL R1
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
FE
FEC
FECFS
F
F
J
J
S 3J
S
S
1 823456
A
B
E.0.7
F
7
C.1
D.1
E.8
A.6.1
B.9
C
D
4.93.92.91.8
A.3
D.7
E
E.2
7.8
5.8 6.8
A.7
C.7.1
D.0.5
2.8 5.7
B.8
D.4
C.8
C.9
B.1
A.1
7.9
6.7
C.2
7.1
4.95
5.9
D.2
5.3
C.7.2
E.9
19H1
E19H1
T-19L1
T-E19L119L1
E19L1
FSD(2)
FSD(2)
R1
R2
19L1 - 9
POWER NOTES:
1. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT PLACEMENT OF
OUTLETS, DEVICES, AND OTHER REQUIREMENTS.
2. REFER TO MECHANICAL AND PLUMBING PLANS FOR ADDITIONAL POWER REQUIREMENTS AND
LOCATIONS FOR BUILDING MANAGEMENT SYSTEM CONTROL PANELS, VAV'S POWER, CARBON
MONOXIDE DETECTOR PANELS, ETC. CONTRACTOR SHALL PROVIDE/ALLOW FOR ADDITIONAL
POWER REQUIREMENTS IN BID.
3. PROVIDE NEC REQUIRED DISCONNECTS.
4. REFER TO AUDIO VISUAL, SECURITY, INFORMATION TECHNOLOGY AND MATV DOCUMENTS FOR
ADDITIONAL REQUIREMENTS.
5. PROVIDE A SEPARATE NEUTRAL FOR EACH BRANCH CIRCUIT. DO NOT SHARE NEUTRALS.
6. 120V BRANCH CIRCUIT HOMERUNS ARE SHOWN AS INDIVIDUAL CIRCUITS. IN GENERAL, UNLESS
PROHIBITED ELSEWHERE IN CONTRACT DOCUMENTS, CONTRACTOR MAY COMBINE 120V
HOMERUNS AND SHARE NEUTRALS PROVIDED NEC REQUIREMENTS ARE MET FOR FILL AND
NUMBER OF CONDUCTOR DERATING.
7.CIRCUITS 75' OR GREATER USE #10 AWG OR NEXT LARGER SIZE.
8.FIRE SMOKE DAMPERS(FSD) ARE TO BE FAIL CLOSED. CONNECT TO NEARBY 120V LIGHTING
CIRCUIT. IF A 120V LIGHTING CIRCUIT IS NOT AVAILABLE, CONNECTO TO NEARBY RECEPTACLE
CIRCUIT. REFER TO MECHANICAL DRAWINGS FOR ALL FSD LOCATIONS.
9.REFER TO E5 SERIES DRAWINGS FOR ELECTRICAL SCHEDULES.
10.REFER TO E6 SERIES DRAWINGS FOR ELECTRICAL DETAILS.
11.REFER TO TSYS DRAWINGS FOR LOW VOLTAGE CONDUIT REQUIREMENTS.
1. WALL MOUNTED FIRE ALARM DEVICES SHALL BE INSTALLED WITH CONDUIT INTO ACCESSIBLE
CEILING SPACE.
2. FINAL FIRE ALARM INSTALLATION SHALL BE CERTIFIED BY MANUFACTURER'S FIELD
REPRESENTATIVE.
3. MAINTAIN SMOKE AND HEAT DETECTORS' DUST COVERS TO FINAL ACCEPTANCE OR FOR
TESTING.
4. FIRE ALARM SYSTEM AND WORK SHALL BE IN COMPLIANCE WITH NFPA 72 AND GOVERNING
LOCAL CODES AND REGULATIONS.
5. FIRE ALARM ANNUNCIATION DEVICES MOUNTED IN UNCONDITIONED SPACES SHALL BE
WEATHERPROOF.
FIRE ALARM NOTES:
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:44:31 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE1−19
08.14.18ELECTRICAL FLOOR PLAN − LEVEL 19−29 − TYPICAL RESIDENTIAL UNIT LEVELR2−R12401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"E1-19
1
ELECTRICAL FLOOR PLAN - LEVEL 19-29 - TYPICAL RESIDENTIAL UNIT LEVELS
R2-R12
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
FEF
WP WPWPJ
FWP WPWPWP
WP
WPWP
WP
S
S
S S
FE1 823456
A
B
E.0.7
F
7
C.1
D.1
E.8
A.6.1
B.9
C
D
4.93.92.91.8
A.3
D.7
E
E.2
7.8
5.8 6.8
A.7
C.7.1
D.0.5
2.8 5.7
B.8
D.4
C.8
C.9
B.1
A.1
7.9
6.7
C.2
7.1
4.95
5.9
D.2
5.3
C.7.2
E.9
P-05
P-04 P-06
OAU-02
F-R-02
CT-0130H1T-30L1
30L1EH-02
ET-01DCU-R-02HX-01
EH-02
F-PH-01
OAU-01
DFCU-R-01
FAA LIGHTING
DFCU-R-02
RLLR
T-RLLRDCU-R-01DCU-17-01DCU-17-02?
CU-ACU-ACU-ACU-A
CU-A
CU-A
CU-A CU-A
CU-A
CU-A CU-A CU-A
CU-ACU-A
CU-A CU-A CU-A
CU-A
CU-A
CU-A CU-A
CU-A
CU-A
CU-A CU-A
CU-A
CU-A
CU-A CU-A
CU-A
CU-A
CU-A CU-A
CU-A
CU-A
CU-A CU-A
CU-A
CU-A
CU-A CU-A
CU-A
CU-A
CU-A CU-A
CU-A
CU-A
CU-A CU-A
CU-A
CU-A
CU-A CU-A
CU-A
CU-A
CU-A CU-A
CU-A
CU-A
CU-A
CU-A
CU-A
CU-A CU-A
CU-A
CU-A CU-A
CU-A
CU-A CU-A
CU-A
CU-A CU-A
CU-A
CU-A
CU-A
CU-A
CU-A CU-A
CU-A
CU-A CU-A
CU-A
CU-A CU-B
CU-B
CU-B CU-B
CU-B
CU-B CU-B
CU-B
CU-B CU-B
CU-B
CU-A CU-A
CU-A
CU-A CU-A
CU-A
CU-A CU-A
CU-A
CU-A CU-18-06
CU-A
CU-A
CU-A
CU-A
CU-A
CU-ACU-B
CU-BCU-B
CU-BCU-BCU-B
CU-B
CU-B
CU-B CU-B
CU-B CU-B
CU-B
CU-18-03
CU-18-02CU-18-01
CU-ACU-ACU-A
CU-ACU-ACU-ACU-ACU-A
CU-A
CU-A
CU-A CU-A
CU-A
CU-A
CU-A
CU-A
CU-ACU-A
CU-A CU-A
CU-B
CU-B
CU-A CU-A
CU-ACU-BCU-B
CU-A CU-A
CU-B CU-B
CU-A
CU-ACU-A
CU-B
CU-B CU-B
CU-A CU-A CU-A CU-A CU-A
CU-ACU-ACU-ACU-ACU-A
CU-A CU-A
CU-ACU-A
CU-A
CU-A CU-A
CU-A CU-A
CU-A
CU-A
CU-ACU-A
CU-ACU-A CU-A CU-A
CU-A CU-A
CU-18-04
CU-18-05
CU-A
WP
30H1 - 2,4,6
30H1 - 1,3,5
30H1 -
22,24,26
30H1 -
19,21,23
30L1 - 1
30H1 - 20
30L1 - 2
P-03P-02P-01
RESIDENTIAL LEGALLYREQUIRED TROUGH30H1 - 8
30H230H1 - 7,9,11
MODMODCU-A
FSDFSD30L1 - 11,1330L1 - 6,830L1 - 10,1230L1 - 7,9CU-A CU-A CU-A CU-A
30L1 - 5
30L1 - 18,20 30L1 - 15,17 30L1 - 14,16
30H2 - 2,4,6
30L1 - 19,21
30H2 -
13,15,17
MODRESIDENTIALELEVATOR 1RESIDENTIALELEVATOR 2RESIDENTIALELEVATOR 330L1 - 4
1
E1-30
2
POWER NOTES:
1. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT PLACEMENT OF
OUTLETS, DEVICES, AND OTHER REQUIREMENTS.
2. REFER TO MECHANICAL AND PLUMBING PLANS FOR ADDITIONAL POWER REQUIREMENTS AND
LOCATIONS FOR BUILDING MANAGEMENT SYSTEM CONTROL PANELS, VAV'S POWER, CARBON
MONOXIDE DETECTOR PANELS, ETC. CONTRACTOR SHALL PROVIDE/ALLOW FOR ADDITIONAL
POWER REQUIREMENTS IN BID.
3. PROVIDE NEC REQUIRED DISCONNECTS.
4. REFER TO AUDIO VISUAL, SECURITY, INFORMATION TECHNOLOGY AND MATV DOCUMENTS FOR
ADDITIONAL REQUIREMENTS.
5. PROVIDE A SEPARATE NEUTRAL FOR EACH BRANCH CIRCUIT. DO NOT SHARE NEUTRALS.
6. 120V BRANCH CIRCUIT HOMERUNS ARE SHOWN AS INDIVIDUAL CIRCUITS. IN GENERAL, UNLESS
PROHIBITED ELSEWHERE IN CONTRACT DOCUMENTS, CONTRACTOR MAY COMBINE 120V
HOMERUNS AND SHARE NEUTRALS PROVIDED NEC REQUIREMENTS ARE MET FOR FILL AND
NUMBER OF CONDUCTOR DERATING.
7.CIRCUITS 75' OR GREATER USE #10 AWG OR NEXT LARGER SIZE.
8.FIRE SMOKE DAMPERS(FSD) ARE TO BE FAIL CLOSED. CONNECT TO NEARBY 120V LIGHTING
CIRCUIT. IF A 120V LIGHTING CIRCUIT IS NOT AVAILABLE, CONNECTO TO NEARBY RECEPTACLE
CIRCUIT. REFER TO MECHANICAL DRAWINGS FOR ALL FSD LOCATIONS.
9.REFER TO E5 SERIES DRAWINGS FOR ELECTRICAL SCHEDULES.
10.REFER TO E6 SERIES DRAWINGS FOR ELECTRICAL DETAILS.
11.REFER TO TSYS DRAWINGS FOR LOW VOLTAGE CONDUIT REQUIREMENTS.
1. WALL MOUNTED FIRE ALARM DEVICES SHALL BE INSTALLED WITH CONDUIT INTO ACCESSIBLE
CEILING SPACE.
2. FINAL FIRE ALARM INSTALLATION SHALL BE CERTIFIED BY MANUFACTURER'S FIELD
REPRESENTATIVE.
3. MAINTAIN SMOKE AND HEAT DETECTORS' DUST COVERS TO FINAL ACCEPTANCE OR FOR
TESTING.
4. FIRE ALARM SYSTEM AND WORK SHALL BE IN COMPLIANCE WITH NFPA 72 AND GOVERNING
LOCAL CODES AND REGULATIONS.
5. FIRE ALARM ANNUNCIATION DEVICES MOUNTED IN UNCONDITIONED SPACES SHALL BE
WEATHERPROOF.
FIRE ALARM NOTES:
POWER CIRCUIT HAS TO BE IN FIRE RATED ENCLOSURE OR 2 HR RATED CABLE. DESIGN
INTENT IS TO ROUTE POWER CIRCUIT WITHIN STAIR ENCLOSURE AND AND USE 2 HOUR RATED
CABLE ONLY OUTSIDE STAIR ENCLOSURE.
FAA LIGHTING VERIFY LOCATION WITH ARCHITECT.
KEYNOTES:
1
2
2
5 6
D.1
B.9
C
D
D.0.5
5.7
B.8
C.8
C.9
C.2
4.95
D.2
5.3
C.7.2
STW
E1H1 - 10
STW
E1H1 - 11
P2
E19H1 - 4
P2
E19H1 - 4
P2
E19H1 - 4
P2
E19H1 - 4
P2
E19H1 - 4
P2
E19H1 - 4
P2
E19H1 - 4
P2
E19H1 - 4
P2
E19H1 - 4
P2
E19H1 - 4
AWP
E19H1 - 4
AWP
E19H1 - 4
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/14/2018 9:58:05 AM C:\Users\Kelly\Documents\~REALTIME PROJECT BACKUP\17062 - ELECTRICAL_v17_Kelly.rvtE1−30
08.14.18ELECTRICAL FLOOR PLAN − LEVEL 30 − ROOF PLAN401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"E1-30
1 ELECTRICAL FLOOR PLAN - LEVEL 30 - ROOF PLAN
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
N
SCALE: 1/8" = 1'-0"E1-30
2 ELECTRICAL FLOOR PLAN - LEVEL 30 - PENTHOUSE LIGHTING PLAN
5 6
D.1
B.9
C
D
D.0.5
5.7
B.8
C.8
C.9
C.2
4.95
D.2
5.3
C.7.2
6.4
F-R-01
WP
30H2 -
14,16,18
30L1 - 22
POWER NOTES:
1. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT PLACEMENT OF
OUTLETS, DEVICES, AND OTHER REQUIREMENTS.
2. REFER TO MECHANICAL AND PLUMBING PLANS FOR ADDITIONAL POWER REQUIREMENTS AND
LOCATIONS FOR BUILDING MANAGEMENT SYSTEM CONTROL PANELS, VAV'S POWER, CARBON
MONOXIDE DETECTOR PANELS, ETC. CONTRACTOR SHALL PROVIDE/ALLOW FOR ADDITIONAL
POWER REQUIREMENTS IN BID.
3. PROVIDE NEC REQUIRED DISCONNECTS.
4. REFER TO AUDIO VISUAL, SECURITY, INFORMATION TECHNOLOGY AND MATV DOCUMENTS FOR
ADDITIONAL REQUIREMENTS.
5. PROVIDE A SEPARATE NEUTRAL FOR EACH BRANCH CIRCUIT. DO NOT SHARE NEUTRALS.
6. 120V BRANCH CIRCUIT HOMERUNS ARE SHOWN AS INDIVIDUAL CIRCUITS. IN GENERAL, UNLESS
PROHIBITED ELSEWHERE IN CONTRACT DOCUMENTS, CONTRACTOR MAY COMBINE 120V
HOMERUNS AND SHARE NEUTRALS PROVIDED NEC REQUIREMENTS ARE MET FOR FILL AND
NUMBER OF CONDUCTOR DERATING.
7.CIRCUITS 75' OR GREATER USE #10 AWG OR NEXT LARGER SIZE.
8.FIRE SMOKE DAMPERS(FSD) ARE TO BE FAIL CLOSED. CONNECT TO NEARBY 120V LIGHTING
CIRCUIT. IF A 120V LIGHTING CIRCUIT IS NOT AVAILABLE, CONNECTO TO NEARBY RECEPTACLE
CIRCUIT. REFER TO MECHANICAL DRAWINGS FOR ALL FSD LOCATIONS.
9.REFER TO E5 SERIES DRAWINGS FOR ELECTRICAL SCHEDULES.
10.REFER TO E6 SERIES DRAWINGS FOR ELECTRICAL DETAILS.
11.REFER TO TSYS DRAWINGS FOR LOW VOLTAGE CONDUIT REQUIREMENTS.
1. WALL MOUNTED FIRE ALARM DEVICES SHALL BE INSTALLED WITH CONDUIT INTO ACCESSIBLE
CEILING SPACE.
2. FINAL FIRE ALARM INSTALLATION SHALL BE CERTIFIED BY MANUFACTURER'S FIELD
REPRESENTATIVE.
3. MAINTAIN SMOKE AND HEAT DETECTORS' DUST COVERS TO FINAL ACCEPTANCE OR FOR
TESTING.
4. FIRE ALARM SYSTEM AND WORK SHALL BE IN COMPLIANCE WITH NFPA 72 AND GOVERNING
LOCAL CODES AND REGULATIONS.
5. FIRE ALARM ANNUNCIATION DEVICES MOUNTED IN UNCONDITIONED SPACES SHALL BE
WEATHERPROOF.
FIRE ALARM NOTES:
POWER CIRCUIT HAS TO BE IN FIRE RATED ENCLOSURE OR 2 HR RATED CABLE. DESIGN
INTENT IS TO ROUTE POWER CIRCUIT WITHIN STAIR ENCLOSURE AND AND USE 2 HOUR RATED
CABLE ONLY OUTSIDE STAIR ENCLOSURE.
FAA LIGHTING VERIFY LOCATION WITH ARCHITECT.
KEYNOTES:
1
2
2
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:44:45 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE1−31
08.14.18ELECTRICAL FLOOR PLAN − LEVEL 31 − PENTHOUSE ROOF PLAN401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"E1-31
1 ELECTRICAL FLOOR PLAN - LEVEL 31 - PENTHOUSE ROOF PLAN
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
1
FEC
FECFECFEFE
FEFECFVC
OS
333OSOS33
STW
AX2
P1
E1H1 - 8
P1
1H1 - 26
P1
1H1 - 26
P1
E1H1 - 8
P1
E1H1 - 8
P1
1H1 - 26
P1
1H1 - 26
P1
E1H1 - 8
P1
E1H1 - 8
P1
1H1 - 26
P1
1H1 - 26
P1
E1H1 - 8
P1
E1H1 - 8
P1
1H1 - 26
P1
1H1 - 26
P1
E1H1 - 8
P1
1H1 - 26
P1
E1H1 - 8
P1
E1H1 - 8
P1
1H1 - 26
P1
1H1 - 26
P1
E1H1 - 8
P1
E1H1 - 8
P1
1H1 - 26
P1
E1H1 - 8
P1
1H1 - 26
P1
E1H1 - 8
P1
1H1 - 26
P1
E1H1 - 8
P1
E1H1 - 8
P1
1H1 - 26
P1
E1H1 - 8
P1
1H1 - 26P21H1 - 28P2
K
K
P2
EPLEPLEPL
EPL EPL EPL
P1
E1H1 - 8
P1
1H1 - 26
P1
E1H1 - 8
EPL
EPL EPL
EPL
EPL
GENERATOR
RC-1
E1L1 - 5
RC-1
RC-1
E1L1 - 5
B B B
B
B
CP-6
RC-1P2
P2
E1H1 - 16
P2
E1H1 - 16
B B B
K
KK
K
E1L1 - 3
P2
E1H1 - 14
P2
E1H1 - 14
P2
P2
P2
E1H1 - 14
P1
1H1 - 26
P1
E1H1 - 8
AWP AWP
AWPAWP
K
E1L1 - 3
NOTE: THIS SPACE WILL BE
APPLIED FOR IN SEPARATE
PERMIT.
?
?
?
?
P2
E1H1 - 16
A
AX1 AX1
AX1AX1
AX1
AX1
AX1
AX1
AX2
AX2
P2
1H1 - 28
AX2
AX2
AX2 AX2
AX1
A
A
A
A
H
P21H1 - 28P2
E1H1 - 16
P21H1 - 28C
1H1 - 28
C
1H1 - 28
C
1H1 - 28
C
E1H1 - 16
C
E1H1 - 16
C
E1H1 - 16
EPL
1LLR - 6
EPL
1LLR - 6
EPL
1LLR - 6
EPL
1LLR - 6
EPL
1LLR - 5 EPL
1LLR - 5
EPL
1LLR - 5
EPL
1L1 - 60
AWP
E1H1 - 16
AWP
E1H1 - 16
P2E1H1 - 16P2
E1H1 - 16
P2
1H1 - 28
P2
1H1 - 28
P2
1H1 - 28
P2
E1H1 - 16
P2
1H1 - 28
P2
E1H1 - 16
1
2 2
2
2
2
1
1DP - 2
AA A
AAA
AA
A
A
A
A
1DP - 4
1DP - 1
1DP - 5
F C1DP - 3C1LLR - 9C1LLR - 9C1DP - 31L1 - 18
AWP
AWPAWP
AWP
1H1 - 29
1L1 - 1
1H1 - 28
1H1 - 30
1. EXIT AND EGRESS LIGHTING FIXTURES SHALL BE WIRED TO NEAREST LIFE SAFETY CIRCUIT
SERVING SAME AREA AND AHEAD OF SWITCHING.
2. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT ARRANGEMENT
AND LOCATION OF FIXTURES AND OTHER REQUIREMENTS.
3. LIGHTING CONTROLLED BY TIME CLOCK OR OTHER AUTOMATED CONTROL SHALL HAVE A
LOCAL OVERRIDE SWITCH.
4. AT FINAL ACCEPTANCE BY OWNER CLEAN FIXTURES AND LENS, REMOVE ANY PROTECTIVE
COVERING, REPLACE FAILED LAMPS OR BALLAST, AND PROVE BATTERY BACKUP SYSTEMS
ARE FUNCTIONAL.
5. CONTROL EXTERIOR LIGHTS VIA PHOTOCELL/ TIMECLOCK.
6. REFER TO LIGHT FIXTURE SCHEDULE ON E0-02.
7. COORDINATE EXIT LIGHTS WITH LIFE SAFETY DRAWINGS.
8. CIRCUITS 75' OR GREATER USE #10 AWG OR NEXT LARGER SIZE.
LIGHTING NOTES:
PROVIDE (1) "STW" FIXTURE TO STAIR LANDING. EACH CIRCUIT EXTENDS THE HEIGHT OF THE
BUILDING. REFER TO E4 -04 AND E405 FOR STAIRWELL FIXTURE LAYOUT.
PROVIDE "EPL" FIXTURES ON EVERY OTHER FLOOR FOR EVELVATOR SHART LIGHTING.
CIRCUIT FIXTURES WITH #8 AWG WIRE. CONTROL FOR FIXTURES IS LOCATED IN THE FIRE
COMMAND CENTER.
KEYNOTES: (NOT ALL KEYNOTES APPLY TO EVERY DRAWING)
1
2
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 12:04:24 PM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE2−01
08.14.18ELECTRICAL REFLECTED CEILING PLAN − LEVEL 01 − GROUND LEVEL401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085N
SCALE: 1/8" = 1'-0"E2-01
1 ELECTRICAL REFLECTED CEILING PLAN - LEVEL 01 - GROUND LEVEL
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
1. EXIT AND EGRESS LIGHTING FIXTURES SHALL BE WIRED TO NEAREST LIFE SAFETY CIRCUIT
SERVING SAME AREA AND AHEAD OF SWITCHING.
2. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT ARRANGEMENT
AND LOCATION OF FIXTURES AND OTHER REQUIREMENTS.
3. LIGHTING CONTROLLED BY TIME CLOCK OR OTHER AUTOMATED CONTROL SHALL HAVE A
LOCAL OVERRIDE SWITCH.
4. AT FINAL ACCEPTANCE BY OWNER CLEAN FIXTURES AND LENS, REMOVE ANY PROTECTIVE
COVERING, REPLACE FAILED LAMPS OR BALLAST, AND PROVE BATTERY BACKUP SYSTEMS
ARE FUNCTIONAL.
5. CONTROL EXTERIOR LIGHTS VIA PHOTOCELL/ TIMECLOCK.
6. REFER TO LIGHT FIXTURE SCHEDULE ON E0-02.
7. COORDINATE EXIT LIGHTS WITH LIFE SAFETY DRAWINGS.
8. CIRCUITS 75' OR GREATER USE #10 AWG OR NEXT LARGER SIZE.
LIGHTING NOTES:
STW
E1H1 - 12 STW
E1H1 - 13
STW
E1H1 - 10
STW
E1H1 - 11
P2
1H1 - 31
P2
E3H1 - 1
P2
E3H1 - 1
CM-2
E1L1 - 1
CM-2
E1L1 - 1
STAIR #1
ST1
O2
TO2
O1
TO1
O3
TO3
O4
TO4
STW
E1H1 - 17
P1
1H1 - 31
P1
E1H1 - 7
P1
E1H1 - 7
P1
E1H1 - 7
P1
E1H1 - 7
P1
1H1 - 31
P1
1H1 - 31
P1
E1H1 - 7
P1
1H1 - 31
P1
E1H1 - 7
P1
1H1 - 31
P1
1H1 - 31
P1
E1H1 - 7
P1
E1H1 - 7 P1
1H1 - 31
P1
E1H1 - 7
P1
E1H1 - 7
P1
E1H1 - 7
P1
1H1 - 31 P1
1H1 - 31
P1
1H1 - 31
P1
1H1 - 31
P1
E1H1 - 7
P2
1H1 - 31
P1
1H1 - 31
P1
1H1 - 31
P1
E1H1 - 7
P1
1H1 - 31
P1
1H1 - 31
P1
E1H1 - 7
P1
1H1 - 31
P1
E1H1 - 7
P1
E1H1 - 7
P1
1H1 - 31
P1
E1H1 - 7
P1
1H1 - 31
P1
1H1 - 31
P1
E1H1 - 7
P1
1H1 - 31
P1
1H1 - 31
P1
E1H1 - 7
P1
E1H1 - 7
P1
1H1 - 31
ELECTRICAL
ROOM
208
TELECOM
ROOM
609
R3
TR3
RESIDENTIAL /
FIREMANS
LOBBY
207
R2
TR2
R1
TR1
DRY
SPRINKLER
ROOM
606
PARKING DECK
ELEVATOR
S1STAIR #2
ST2 1
2
2
2
2 2
P2
E1H1 - 7
P2
1H1 - 31
AX2
AX2
AX2
AX2
AX2
AX2
PROVIDE (1) "STW" FIXTURE TO STAIR LANDING. EACH CIRCUIT EXTENDS THE HEIGHT OF THE
BUILDING. REFER TO E4 -04 AND E405 FOR STAIRWELL FIXTURE LAYOUT.
PROVIDE "EPL" FIXTURES ON EVERY OTHER FLOOR FOR EVELVATOR SHART LIGHTING.
CIRCUIT FIXTURES WITH #8 AWG WIRE. CONTROL FOR FIXTURES IS LOCATED IN THE FIRE
COMMAND CENTER.
KEYNOTES: (NOT ALL KEYNOTES APPLY TO EVERY DRAWING)
1
2
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 12:04:28 PM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE2−02
08.14.18ELECTRICAL REFLECTED CEILING PLAN − LEVEL 02 − PARKING LEVEL P2401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"E2-02
1 ELECTRICAL REFLECTED CEILING PLAN - LEVEL 02 - PARKING LEVEL P2
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
O3
TO3
O4
TO4
O2
TO2
O1
TO1
STW
E1H1 - 13
STW
E1H1 - 11
STW
E1H1 - 10
P2
E3H1 - 1
P2
E3H1 - 1
P2
3H1 - 9
STW
E1H1 - 12
P1
3H1 - 11
P1
E3H1 - 1
P1
E3H1 - 1
P1
E3H1 - 1
P1
3H1 - 11
P1
3H1 - 11
P1
E3H1 - 1
P1
3H1 - 11
P1
E3H1 - 1
P1
3H1 - 11
P1
3H1 - 11
P1
E3H1 - 1
P1
E3H1 - 1 P1
3H1 - 11
P1
E3H1 - 1
P1
3H1 - 11
P1
E3H1 - 1
P1
3H1 - 11 P1
3H1 - 11
P1
3H1 - 11
P1
3H1 - 11
P1
E3H1 - 1
P2
3H1 - 9
P1
3H1 - 11
P1
3H1 - 11
P1
E3H1 - 1
P1
3H1 - 11
P1
3H1 - 11
P1
E3H1 - 1
P1
3H1 - 11
P1
E3H1 - 1
P1
E3H1 - 1
P1
3H1 - 11
P1
E3H1 - 1
P1
3H1 - 11
P1
E3H1 - 1
P1
3H1 - 11
P1
E3H1 - 1
P1
3H1 - 11
P1
3H1 - 11
P1
E3H1 - 1
P1
E3H1 - 1
P1
3H1 - 11
CM-2
E1L1 - 1
CM-2
E1L1 - 1
ELECTRICAL
ROOM
308
TELECOM
ROOM
309
R3
TR3
RESIDENTIAL /
FIREMANS
LOBBY
307
R2
TR2
R1
TR1
DRY
SPRINKLER
ROOM
306
PARKING DECK
ELEVATOR
S1STAIR #2
ST2 P2
3H1 - 11
STAIR #1
ST1
P2
E3H1 - 1
AX2
AX2
AX2
AX2
AX2
AX2
1. EXIT AND EGRESS LIGHTING FIXTURES SHALL BE WIRED TO NEAREST LIFE SAFETY CIRCUIT
SERVING SAME AREA AND AHEAD OF SWITCHING.
2. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT ARRANGEMENT
AND LOCATION OF FIXTURES AND OTHER REQUIREMENTS.
3. LIGHTING CONTROLLED BY TIME CLOCK OR OTHER AUTOMATED CONTROL SHALL HAVE A
LOCAL OVERRIDE SWITCH.
4. AT FINAL ACCEPTANCE BY OWNER CLEAN FIXTURES AND LENS, REMOVE ANY PROTECTIVE
COVERING, REPLACE FAILED LAMPS OR BALLAST, AND PROVE BATTERY BACKUP SYSTEMS
ARE FUNCTIONAL.
5. CONTROL EXTERIOR LIGHTS VIA PHOTOCELL/ TIMECLOCK.
6. REFER TO LIGHT FIXTURE SCHEDULE ON E0-02.
7. COORDINATE EXIT LIGHTS WITH LIFE SAFETY DRAWINGS.
8. CIRCUITS 75' OR GREATER USE #10 AWG OR NEXT LARGER SIZE.
LIGHTING NOTES:
PROVIDE (1) "STW" FIXTURE TO STAIR LANDING. EACH CIRCUIT EXTENDS THE HEIGHT OF THE
BUILDING. REFER TO E4 -04 AND E405 FOR STAIRWELL FIXTURE LAYOUT.
PROVIDE "EPL" FIXTURES ON EVERY OTHER FLOOR FOR EVELVATOR SHART LIGHTING.
CIRCUIT FIXTURES WITH #8 AWG WIRE. CONTROL FOR FIXTURES IS LOCATED IN THE FIRE
COMMAND CENTER.
KEYNOTES: (NOT ALL KEYNOTES APPLY TO EVERY DRAWING)
1
2
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 12:04:37 PM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE2−03
08.14.18ELECTRICAL REFLECTED CEILING PLAN − LEVEL 03−05 − TYPICAL PARKINGLEVELS P3−P5401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"E2-03
1 ELECTRICAL REFLECTED CEILING PLAN - LEVEL 03-05 - PARKING LEVEL P3
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
1
1
2
2 2
2
2
ELECTRICAL
ROOM
608
TELECOM
ROOM
609
R3
TR3
RESIDENTIAL /
FIREMANS
LOBBY
607
R2
TR2
R1
TR1
DRY
SPRINKLER
ROOM
606
PARKING DECK
ELEVATOR
S1STAIR #2
ST2
STAIR #1
ST1
CM-2
E1L1 - 1
CM-2
E1L1 - 1
P2
E6H1 - 1
P2
6H1 - 6
STW
E1H1 - 12
STW
E1H1 - 13
STW
E1H1 - 11
STW
E1H1 - 10
P2
E6H1 - 2
P2
E6H1 - 2
P2
6H1 - 6
P1
6H1 - 6
P1
E6H1 - 1
P1
E6H1 - 1
P1
E6H1 - 1
P1
E6H1 - 1
P1
6H1 - 6
P1
6H1 - 6
P1
E6H1 - 1
P1
6H1 - 6
P1
E6H1 - 1
P1
6H1 - 6
P1
6H1 - 6
P1
E6H1 - 1
P1
E6H1 - 1 P1
6H1 - 6
P1
E6H1 - 1
P1
6H1 - 6
P1
E6H1 - 1
P1
6H1 - 6 P1
6H1 - 6
P1
6H1 - 6
P1
6H1 - 6
P1
E6H1 - 1
P2
6H1 - 6
P1
6H1 - 6
P1
6H1 - 6
P1
E6H1 - 1
P1
6H1 - 6
P1
6H1 - 6
P1
E6H1 - 1
P1
6H1 - 6
P1
E6H1 - 1
P1
E6H1 - 1
P1
6H1 - 6
P1
E6H1 - 1
P1
6H1 - 6
P1
6H1 - 6
P1
E6H1 - 1
P1
6H1 - 6
P1
6H1 - 6
P1
E6H1 - 1
P1
E6H1 - 1
P1
6H1 - 6
CM-2
E1L1 - 1
CM-2
E1L1 - 1
AX2
AX2
AX2 AX2
AX2
AX2
1. EXIT AND EGRESS LIGHTING FIXTURES SHALL BE WIRED TO NEAREST LIFE SAFETY CIRCUIT
SERVING SAME AREA AND AHEAD OF SWITCHING.
2. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT ARRANGEMENT
AND LOCATION OF FIXTURES AND OTHER REQUIREMENTS.
3. LIGHTING CONTROLLED BY TIME CLOCK OR OTHER AUTOMATED CONTROL SHALL HAVE A
LOCAL OVERRIDE SWITCH.
4. AT FINAL ACCEPTANCE BY OWNER CLEAN FIXTURES AND LENS, REMOVE ANY PROTECTIVE
COVERING, REPLACE FAILED LAMPS OR BALLAST, AND PROVE BATTERY BACKUP SYSTEMS
ARE FUNCTIONAL.
5. CONTROL EXTERIOR LIGHTS VIA PHOTOCELL/ TIMECLOCK.
6. REFER TO LIGHT FIXTURE SCHEDULE ON E0-02.
7. COORDINATE EXIT LIGHTS WITH LIFE SAFETY DRAWINGS.
8. CIRCUITS 75' OR GREATER USE #10 AWG OR NEXT LARGER SIZE.
LIGHTING NOTES:
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 12:04:58 PM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE2−06
08.14.18ELECTRICAL REFLECTED CEILING PLAN − LEVEL 06 − PARKING LEVEL P6401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"E2-06
1 ELECTRICAL REFLECTED CEILING PLAN - LEVEL 06 - PARKING LEVEL P6
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
1
1
222
2
OSSTW
P2
8H1 - 9
P2
E6H1 - 2
P2
E6H1 - 2
P1
8H1 - 7
P1
E9H1 - 5
P1
8H1 - 7
O3
TO3
O4
TO4
O1
TO1
O2
TO2
ELECTRICAL
ROOM
708
TELECOM
ROOM
709
R3
TR3
RESIDENTIAL /
FIREMANS
LOBBY
707
R2
TR2
R1
TR1
DRY
SPRINKLER
ROOM
706
PARKING DECK
ELEVATOR
S1STAIR #2
ST2
STAIR #1
ST1
END OF PARKING DECK
ABOVE
STW
E1H1 - 13
STW
E1H1 - 11
P1
8H1 - 9
P1
E9H1 - 5
P1
E9H1 - 5
P1
E9H1 - 5
P1
E9H1 - 5
P1
8H1 - 10
P1
8H1 - 10
P1
E9H1 - 5
P1
8H1 - 9
P1
E9H1 - 5
P1
8H1 - 9
P1
8H1 - 9
P1
E9H1 - 5
P1
E9H1 - 5 P1
8H1 - 9
P1
E9H1 - 5
P1
8H1 - 9
P1
E9H1 - 5
P1
8H1 - 9 P1
8H1 - 9
P1
8H1 - 9
P1
8H1 - 9
P1
E9H1 - 5
P2
8H1 - 10
P1
8H1 - 9
P1
8H1 - 9
P1
E9H1 - 5
P1
8H1 - 9
P1
8H1 - 9
P1
E9H1 - 5
P1
8H1 - 9
P1
E9H1 - 5
P1
E9H1 - 5
P1
8H1 - 9
P1
E9H1 - 5
P1
8H1 - 9
P1
8H1 - 9
P1
E9H1 - 5
P1
8H1 - 9
CM-2
E1L1 - 1
CM-2
E1L1 - 1
AX2
CP-4
AX2
AX2
AX2
AX2
AX2
1. EXIT AND EGRESS LIGHTING FIXTURES SHALL BE WIRED TO NEAREST LIFE SAFETY CIRCUIT
SERVING SAME AREA AND AHEAD OF SWITCHING.
2. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT ARRANGEMENT
AND LOCATION OF FIXTURES AND OTHER REQUIREMENTS.
3. LIGHTING CONTROLLED BY TIME CLOCK OR OTHER AUTOMATED CONTROL SHALL HAVE A
LOCAL OVERRIDE SWITCH.
4. AT FINAL ACCEPTANCE BY OWNER CLEAN FIXTURES AND LENS, REMOVE ANY PROTECTIVE
COVERING, REPLACE FAILED LAMPS OR BALLAST, AND PROVE BATTERY BACKUP SYSTEMS
ARE FUNCTIONAL.
5. CONTROL EXTERIOR LIGHTS VIA PHOTOCELL/ TIMECLOCK.
6. REFER TO LIGHT FIXTURE SCHEDULE ON E0-02.
7. COORDINATE EXIT LIGHTS WITH LIFE SAFETY DRAWINGS.
8. CIRCUITS 75' OR GREATER USE #10 AWG OR NEXT LARGER SIZE.
LIGHTING NOTES:
PROVIDE (1) "STW" FIXTURE TO STAIR LANDING. EACH CIRCUIT EXTENDS THE HEIGHT OF THE
BUILDING. REFER TO E4 -04 AND E405 FOR STAIRWELL FIXTURE LAYOUT.
PROVIDE "EPL" FIXTURES ON EVERY OTHER FLOOR FOR EVELVATOR SHART LIGHTING.
CIRCUIT FIXTURES WITH #8 AWG WIRE. CONTROL FOR FIXTURES IS LOCATED IN THE FIRE
COMMAND CENTER.
KEYNOTES: (NOT ALL KEYNOTES APPLY TO EVERY DRAWING)
1
2
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:56:25 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE2−07
08.14.18ELECTRICAL REFLECTED CEILING PLAN − LEVEL 07 − PARKING LEVEL P7401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"E2-07
1 ELECTRICAL REFLECTED CEILING PLAN - LEVEL 07 - PARKING LEVEL P7
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
1
1
2 2
2
2
2
O1
TO1
O2
TO2
O4
TO4
O3
TO3
STW
E1H1 - 12
STW
E1H1 - 10
P3
8H1 - 10
P3
E6H1 - 2
P3
8H1 - 10
P3
8H1 - 10
P3
E6H1 - 2
P3
E6H1 - 2
P3
E6H1 - 2
P3
E6H1 - 2
P3
8H1 - 10
P3
8H1 - 10
P3
E6H1 - 2
P3
8H1 - 10
P3
E6H1 - 2
P3
E6H1 - 2
P3
8H1 - 10
P3
8H1 - 10
P3
E6H1 - 2
P3
8H1 - 10
P3
8H1 - 10
P3
E6H1 - 2
P3
8H1 - 10
P3
E6H1 - 2
P3
8H1 - 10
P3
8H1 - 10
P3
E6H1 - 2
P3
E6H1 - 2
P3
E6H1 - 2
P3
8H1 - 10
P3
E6H1 - 2
P3
8H1 - 10
P3
E6H1 - 2
P3
E6H1 - 2
P3
8H1 - 10
P3
8H1 - 10
P3
8H1 - 10
P3
E6H1 - 2
P2
8H1 - 10
P3
8H1 - 10
P3
E6H1 - 2
P3
8H1 - 10 P3
E6H1 - 2
P3
E6H1 - 2
P3
8H1 - 10
STW
E1H1 - 13
R3
TR3
FIREMANS
ELEVATOR
LOBBY
707
R1
TR1
R2
TR2
ELECTRICAL
ROOM
708
STAIR #1
ST1
DRY
SPRINKLER
ROOM
706
CM-2
E1L1 - 1
CM-2
E1L1 - 1
P3
8H1 - 10
P3
E6H1 - 2
STW
E1H1 - 11
P2
E6H1 - 2
P2
E6H1 - 2
P2
8H1 - 10
CP-4
STW
STW
E9H1 - 3
STW
E9H1 - 3
STW
E9H1 - 3
STW
E9H1 - 3
STW
E9H1 - 3
STW
E9H1 - 3
STW
E9H1 - 3
STAIR #2
ST2
AX2
AX2
AX2 AX2
AX2
AX2
1. EXIT AND EGRESS LIGHTING FIXTURES SHALL BE WIRED TO NEAREST LIFE SAFETY CIRCUIT
SERVING SAME AREA AND AHEAD OF SWITCHING.
2. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT ARRANGEMENT
AND LOCATION OF FIXTURES AND OTHER REQUIREMENTS.
3. LIGHTING CONTROLLED BY TIME CLOCK OR OTHER AUTOMATED CONTROL SHALL HAVE A
LOCAL OVERRIDE SWITCH.
4. AT FINAL ACCEPTANCE BY OWNER CLEAN FIXTURES AND LENS, REMOVE ANY PROTECTIVE
COVERING, REPLACE FAILED LAMPS OR BALLAST, AND PROVE BATTERY BACKUP SYSTEMS
ARE FUNCTIONAL.
5. CONTROL EXTERIOR LIGHTS VIA PHOTOCELL/ TIMECLOCK.
6. REFER TO LIGHT FIXTURE SCHEDULE ON E0-02.
7. COORDINATE EXIT LIGHTS WITH LIFE SAFETY DRAWINGS.
8. CIRCUITS 75' OR GREATER USE #10 AWG OR NEXT LARGER SIZE.
LIGHTING NOTES:
PROVIDE (1) "STW" FIXTURE TO STAIR LANDING. EACH CIRCUIT EXTENDS THE HEIGHT OF THE
BUILDING. REFER TO E4 -04 AND E405 FOR STAIRWELL FIXTURE LAYOUT.
PROVIDE "EPL" FIXTURES ON EVERY OTHER FLOOR FOR EVELVATOR SHART LIGHTING.
CIRCUIT FIXTURES WITH #8 AWG WIRE. CONTROL FOR FIXTURES IS LOCATED IN THE FIRE
COMMAND CENTER.
KEYNOTES: (NOT ALL KEYNOTES APPLY TO EVERY DRAWING)
1
2
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:56:34 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE2−08
08.14.18ELECTRICAL REFLECTED CEILING PLAN − LEVEL 08 − PARKING LEVEL P8401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"E2-08
1 ELECTRICAL REFLECTED CEILING PLAN - LEVEL 08 - PARKING LEVEL P8
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
FE
FECFVC FESTW
K
B B
K
KKK
K K K
K B
K STW
N N N N N
N
9H1 - 13
N
E9H1 - 6
N
9H1 - 13
N
E9H1 - 6
N
9H1 - 13
N
E9H1 - 6
N
N
NNNNNN
N
E9H1 - 6
N
9H1 - 13
P2
9H1 - 13
P2
E9H1 - 6
P2
E9H1 - 6
P2
9H1 - 13
P2
9H1 - 13
P2
E9H1 - 6
P2
E9H1 - 6
P2
9H1 - 13
STAIRWELL ONLY
PRESENT ON OFFICE
LEVEL 1.
AX1
AX1
AX1
AX1
AX1
AX1
AX1AX1
AX1
9L1A - 13
9H1 - 15
9H1 - 14
P2
E9H1 - 4
P2
E9H1 - 4
P2
E9H1 - 4
P2
E9H1 - 4
P2
E9H1 - 4
P2
E9H1 - 4
P2
E9H1 - 4
P2
E9H1 - 4
P2
E9H1 - 4
P2
E9H1 - 4
K
9L1A - 15
K
9L1A - 15
K
9L1A - 15
K
9L1A - 15
K
E10L1 - 2
K
E10L1 - 2
K
E10L1 - 2
K
E10L1 - 2
K
E10L1 - 2
9L1A - 13
K
E10L1 - 2
K
E10L1 - 2
K
E10L1 - 2
K
E10L1 - 2
K
E10L1 - 2
K
E10L1 - 2
K
E10L1 - 2
K
E10L1 - 2
1. EXIT AND EGRESS LIGHTING FIXTURES SHALL BE WIRED TO NEAREST LIFE SAFETY CIRCUIT
SERVING SAME AREA AND AHEAD OF SWITCHING.
2. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT ARRANGEMENT
AND LOCATION OF FIXTURES AND OTHER REQUIREMENTS.
3. LIGHTING CONTROLLED BY TIME CLOCK OR OTHER AUTOMATED CONTROL SHALL HAVE A
LOCAL OVERRIDE SWITCH.
4. AT FINAL ACCEPTANCE BY OWNER CLEAN FIXTURES AND LENS, REMOVE ANY PROTECTIVE
COVERING, REPLACE FAILED LAMPS OR BALLAST, AND PROVE BATTERY BACKUP SYSTEMS
ARE FUNCTIONAL.
5. CONTROL EXTERIOR LIGHTS VIA PHOTOCELL/ TIMECLOCK.
6. REFER TO LIGHT FIXTURE SCHEDULE ON E0-02.
7. COORDINATE EXIT LIGHTS WITH LIFE SAFETY DRAWINGS.
8. CIRCUITS 75' OR GREATER USE #10 AWG OR NEXT LARGER SIZE.
LIGHTING NOTES:
PROVIDE (1) "STW" FIXTURE TO STAIR LANDING. EACH CIRCUIT EXTENDS THE HEIGHT OF THE
BUILDING. REFER TO E4 -04 AND E405 FOR STAIRWELL FIXTURE LAYOUT.
PROVIDE "EPL" FIXTURES ON EVERY OTHER FLOOR FOR EVELVATOR SHART LIGHTING.
CIRCUIT FIXTURES WITH #8 AWG WIRE. CONTROL FOR FIXTURES IS LOCATED IN THE FIRE
COMMAND CENTER.
KEYNOTES: (NOT ALL KEYNOTES APPLY TO EVERY DRAWING)
1
2
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:56:41 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE2−09
08.14.18ELECTRICAL REFLECTED CEILING PLAN − LEVEL 09−14 − TYPICAL OFFICE LEVELSO1−O5401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"E2-09
1 ELECTRICAL REFLECTED CEILING PLAN - LEVEL 09-14 - OFFICE LEVELS O1-O5
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
1
1 1
2 2
2
2
FEFEFE1. EXIT AND EGRESS LIGHTING FIXTURES SHALL BE WIRED TO NEAREST LIFE SAFETY CIRCUIT
SERVING SAME AREA AND AHEAD OF SWITCHING.
2. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT ARRANGEMENT
AND LOCATION OF FIXTURES AND OTHER REQUIREMENTS.
3. LIGHTING CONTROLLED BY TIME CLOCK OR OTHER AUTOMATED CONTROL SHALL HAVE A
LOCAL OVERRIDE SWITCH.
4. AT FINAL ACCEPTANCE BY OWNER CLEAN FIXTURES AND LENS, REMOVE ANY PROTECTIVE
COVERING, REPLACE FAILED LAMPS OR BALLAST, AND PROVE BATTERY BACKUP SYSTEMS
ARE FUNCTIONAL.
5. CONTROL EXTERIOR LIGHTS VIA PHOTOCELL/ TIMECLOCK.
6. REFER TO LIGHT FIXTURE SCHEDULE ON E0-02.
7. COORDINATE EXIT LIGHTS WITH LIFE SAFETY DRAWINGS.
8. CIRCUITS 75' OR GREATER USE #10 AWG OR NEXT LARGER SIZE.
LIGHTING NOTES:
STW
E9H1 - 2
STW
E16H1 - 4
A4
16H1 - 14
A4
16H1 - 14
A4
16H1 - 14
A4
E16H1 - 6
A4
E16H1 - 6
A4
16H1 - 14
A4
16H1 - 14
A4
16H1 - 14
A4
16H1 - 14
A4
16H1 - 14
A4
16H1 - 14
A4
E16H1 - 6
A4
E16H1 - 6
A4
E16H1 - 6
A4
16H1 - 14
A4
E16H1 - 6
A4
16H1 - 14
A4
E16H1 - 6
A4
16H1 - 14
A4
E16H1 - 6
A4
16H1 - 14
A4
E16H1 - 6
A4
16H1 - 14
A4
E16H1 - 6
A4
16H1 - 14
A4
16H1 - 14
A4
E16H1 - 6
A4
E16H1 - 6
A4
16H1 - 14
A4
E16H1 - 6
A4
16H1 - 14
A4
E16H1 - 6
A4
16H1 - 14
A4
E16H1 - 6
A4
16H1 - 14
A4
E16H1 - 6 A4
16H1 - 14
A4
E16H1 - 6
A4
16H1 - 14
A4
16H1 - 14
A4
E16H1 - 6
A4
E16H1 - 6
A4
E16H1 - 6
A4
E16H1 - 6
A4
16H1 - 14
A4
16H1 - 14
A4
16H1 - 14
A4
A4 A4
E16H1 - 6
A4
E16H1 - 6A4
16H1 - 14
A4A4
A4
E16H1 - 6
A4
16H1 - 14
A4
E16H1 - 6
A4
16H1 - 14
A4
E16H1 - 6
A4
16H1 - 14
A4
16H1 - 14
A4
16H1 - 14
A4
16H1 - 14
A4
E16H1 - 6
A4
E16H1 - 6
A4
16H1 - 14
A4
E16H1 - 6
A4
16H1 - 14
A4
E16H1 - 6
A4
E16H1 - 6
A4
E16H1 - 6
A4
E16H1 - 6
A4
A4
A4
E16H1 - 6
A4
16H1 - 14
A4
E16H1 - 6
A4
16H1 - 14A4
E16H1 - 6
A4
16H1 - 14
A4
E16H1 - 6
A4
E16H1 - 6
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:56:48 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE2−17
08.14.18ELECTRICAL REFLECTED CEILING PLAN − LEVEL 17 − INTERSTITIAL LEVEL401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"E2-17
1 ELECTRICAL REFLECTED CEILING PLAN - LEVEL 17 - INTERSTITIAL LEVEL
Date Issue/Revision
05.04.18 DESIGN
DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
FECFECCM-1
E19L1 - 7
CM-1
19L1 - 16
CM-1
E19L1 - 7
CM-1
19L1 - 16
CM-1
E19L1 - 7
WS-3
19L1 - 16
WS-3
19L1 - 16
WS-3
19L1 - 16
WS-3
19L1 - 16
WS-3
19L1 - 16
WS-3
19L1 - 16
WS-3
19L1 - 16
WS-3
19L1 - 16
CM-1
E19L1 - 7
CM-1
19L1 - 16
CM-1
E19L1 - 7
CM-1
E19L1 - 7
CM-1
19L1 - 16
CM-1
19L1 - 16
CM-1
E19L1 - 7
CM-1
19L1 - 16
CM-2
E19L1 - 7CM-2
E19L1 - 7
CM-2
E19L1 - 7
CM-2
E19L1 - 7
CM-1
19L1 - 16
CM-1
E19L1 - 7
CM-2
19L1 - 16
CM-1
E19L1 - 7
CM-1
19L1 - 16
CM-1
E19L1 - 7
CM-1
19L1 - 16
CM-1
E19L1 - 7
CM-1
19L1 - 16
CM-1
E19L1 - 7
CM-1
19L1 - 16
CM-1
E19L1 - 7
CM-2
19L1 - 16
CM-1
19L1 - 16
CM-1
E19L1 - 7
CM-1
19L1 - 16
CM-1
E19L1 - 7
CM-1
19L1 - 16
CM-1
E19L1 - 7
CM-2
19L1 - 16
CM-2
E19L1 - 7
CM-2
19L1 - 16
CM-2
19L1 - 16
AX1
STW
E1H1 - 11
AX1
STW
E16H1 - 2
STW
E16H1 - 4
AX1
AX1
AX1
P2
E19H1 - 2
P2
E19H1 - 2
P2
E19H1 - 2
AX1
STW
E1H1 - 10
STW
E1H1 - 11
WS-2
19L1 - 16
RC-1
E19L1 - 7
RC-1
19L1 - 16
RC-1
19L1 - 16
RC-1
E19L1 - 7
WS-2
19L1 - 16
P2
E19H1 - 2
RC-1
E19L1 - 7
STW
E1H1 - 10
AX1
AX1
AX1
AX1AX1
(16) IN-WALL RECESS WALL SCONCES. REFER
TO ARCHITECTURAL DRAWINGS FOR
LOCATIONS.
DP3
LAM2 - 2
DP3
LAM2 - 2
DP3
LAM2 - 2
RC-1 RC-1
1. EXIT AND EGRESS LIGHTING FIXTURES SHALL BE WIRED TO NEAREST LIFE SAFETY CIRCUIT
SERVING SAME AREA AND AHEAD OF SWITCHING.
2. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT ARRANGEMENT
AND LOCATION OF FIXTURES AND OTHER REQUIREMENTS.
3. LIGHTING CONTROLLED BY TIME CLOCK OR OTHER AUTOMATED CONTROL SHALL HAVE A
LOCAL OVERRIDE SWITCH.
4. AT FINAL ACCEPTANCE BY OWNER CLEAN FIXTURES AND LENS, REMOVE ANY PROTECTIVE
COVERING, REPLACE FAILED LAMPS OR BALLAST, AND PROVE BATTERY BACKUP SYSTEMS
ARE FUNCTIONAL.
5. CONTROL EXTERIOR LIGHTS VIA PHOTOCELL/ TIMECLOCK.
6. REFER TO LIGHT FIXTURE SCHEDULE ON E0-02.
7. COORDINATE EXIT LIGHTS WITH LIFE SAFETY DRAWINGS.
8. CIRCUITS 75' OR GREATER USE #10 AWG OR NEXT LARGER SIZE.
LIGHTING NOTES:
PROVIDE (1) "STW" FIXTURE TO STAIR LANDING. EACH CIRCUIT EXTENDS THE HEIGHT OF THE
BUILDING. REFER TO E4 -04 AND E405 FOR STAIRWELL FIXTURE LAYOUT.
PROVIDE "EPL" FIXTURES ON EVERY OTHER FLOOR FOR EVELVATOR SHART LIGHTING.
CIRCUIT FIXTURES WITH #8 AWG WIRE. CONTROL FOR FIXTURES IS LOCATED IN THE FIRE
COMMAND CENTER.
KEYNOTES: (NOT ALL KEYNOTES APPLY TO EVERY DRAWING)
1
2
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:56:56 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE2−18
08.14.18ELECTRICAL REFLECTED CEILING PLAN − LEVEL 18 − AMENITY/RESIDENTIALLEVEL R1401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"E2-18
1
ELECTRICAL REFLECTED CEILING PLAN - LEVEL 18 - AMENITY/RESIDENTIAL
LEVEL R1
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
FE
FEC
FECSTAIR #2
ST2
STAIR #1
ST1
WS-3
19L1 - 17
WS-3
19L1 - 17
WS-3
19L1 - 17
CM-1
E19L1 - 9
CM-1
19L1 - 17
CM-1
E19L1 - 9 CM-1
19L1 - 17
CM-1
E19L1 - 9
CM-1
19L1 - 17
CM-1
19L1 - 17
WS-3
19L1 - 17
CM-1
E19L1 - 9
CM-1
19L1 - 17
CM-1
E19L1 - 9
CM-1
19L1 - 17
CM-1
19L1 - 17
CM-1
E19L1 - 9
CM-1
19L1 - 17
CM-1
19L1 - 17
CM-1
E19L1 - 9
CM-1
19L1 - 17
CM-1
E19L1 - 9
CM-1
19L1 - 17
WS-3
19L1 - 17
WS-3
19L1 - 17
WS-3
19L1 - 17 WS-3
19L1 - 17
WS-3
19L1 - 17
WS-3
19L1 - 17
WS-3
19L1 - 17
WS-3
19L1 - 17
WS-3
19L1 - 17
WS-3
19L1 - 17
WS-3
19L1 - 17
WS-3
19L1 - 17
WS-3
19L1 - 17
CM-2
E19L1 - 9
CM-2
E19L1 - 9
CM-2
E19L1 - 9
CM-2
E19L1 - 9
CM-2
E19L1 - 9
CM-2
E19L1 - 9
CM-2
E19L1 - 9CM-2
19L1 - 17
P2
E19H1 - 2
P2
E19H1 - 2
P2
E19H1 - 2
P2
E19H1 - 2
AX1
AX1
AX1
1. EXIT AND EGRESS LIGHTING FIXTURES SHALL BE WIRED TO NEAREST LIFE SAFETY CIRCUIT
SERVING SAME AREA AND AHEAD OF SWITCHING.
2. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT ARRANGEMENT
AND LOCATION OF FIXTURES AND OTHER REQUIREMENTS.
3. LIGHTING CONTROLLED BY TIME CLOCK OR OTHER AUTOMATED CONTROL SHALL HAVE A
LOCAL OVERRIDE SWITCH.
4. AT FINAL ACCEPTANCE BY OWNER CLEAN FIXTURES AND LENS, REMOVE ANY PROTECTIVE
COVERING, REPLACE FAILED LAMPS OR BALLAST, AND PROVE BATTERY BACKUP SYSTEMS
ARE FUNCTIONAL.
5. CONTROL EXTERIOR LIGHTS VIA PHOTOCELL/ TIMECLOCK.
6. REFER TO LIGHT FIXTURE SCHEDULE ON E0-02.
7. COORDINATE EXIT LIGHTS WITH LIFE SAFETY DRAWINGS.
8. CIRCUITS 75' OR GREATER USE #10 AWG OR NEXT LARGER SIZE.
LIGHTING NOTES:
PROVIDE (1) "STW" FIXTURE TO STAIR LANDING. EACH CIRCUIT EXTENDS THE HEIGHT OF THE
BUILDING. REFER TO E4 -04 AND E405 FOR STAIRWELL FIXTURE LAYOUT.
PROVIDE "EPL" FIXTURES ON EVERY OTHER FLOOR FOR EVELVATOR SHART LIGHTING.
CIRCUIT FIXTURES WITH #8 AWG WIRE. CONTROL FOR FIXTURES IS LOCATED IN THE FIRE
COMMAND CENTER.
KEYNOTES: (NOT ALL KEYNOTES APPLY TO EVERY DRAWING)
1
2
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:57:03 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE2−19
08.14.18ELECTRICAL REFLECTED CEILING PLAN − LEVELS 19−29 − TYPICAL RESIDENTIALLEVEL R2−R12401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/8" = 1'-0"E2-19
1
ELECTRICAL REFLECTED CEILING PLAN - LEVEL 19-29 - TYPICAL RESIDENTIAL
UNIT LEVELS R2-R12
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
REFJJTV3
3
S
FECTV
JJ
S
33TV
33S 33J
J33JJ
TVGD8
11
17
9
10
7
5
6
3 4
2
2
16
15
14
13
18
UCF
UCF
UH
UB
UB
UF
UB
UB
UH
UE
F-A
11
11
UB
1. ELECTRICAL AND COMMUNICATION OUTLETS (TELEPHONE, TV, AND INTERNET) SHALL BE INSTALLED AT SAME
HEIGHTS. COORDINATE ELECTRICAL AND COMMUNICATION OUTLETS AND CABLING REQUIREMENTS BEFORE
COMMENCING WORK.
2. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS AND ELEVATIONS OF LIGHT SWITCHES AND ABOVE
COUNTER RECEPTACLES TO ENSURE COMPLIANCE WITH ADA AND FAIR HOUSING ACT REQUIREMENTS.
RECEPTACLES CAN BE PLACED IN FURRING WALLS NEXT TO COLUMNS.
3. RECEPTACLES INSTALLED IN RESIDENTIAL UNITS SHALL BE LISTED TAMPER RESISTANT.
4. ELECTRICAL DEVICES INSTALLED IN FIRE RATED WALLS SHALL MAINTAIN FIRE RATING UTILIZING PUTTY PACKS
AND/OR LISTED INSERTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. METALLIC COVER PLATES
ARE ANTICIPATED TO BE REQUIRED.
5. INSTALL BACK TO BACK DEVICES IN WALL IN SEPARATE STUD CAVITY.
6. REFRIGERATOR RECEPTACLES WITHIN 6' OF SINK SHALL BE GFCI AND THE FIRST RECEPTACLE IN THE CIRCUIT.
7. REFER TO ARCHITECTURAL DRAWINGS FOR RATED FLOOR-CEILING ASSEMBLY PENETRATION DETAILS.
8. REFER TO E6 SERIES DRAWING FOR APPLICABLE ELECTRICAL DETAILS.
9. 120V BRANCH CIRCUIT HOMERUNS ARE SHOWN AS INDIVIDUAL CIRCUITS. IN GENERAL, UNLESS PROHIBITED
ELSEWHERE IN CONTRACT DOCUMENTS, CONTRACTOR MAY COMBINE 120V HOMERUNS AND SHARE
NEUTRALS PROVIDED NEC REQUIREMENTS ARE MET FOR FILL AND NUMBER OF CONDUCTOR DERATING.
10. FOR DWELLING UNITS DESIGNATED TO HAVE ACCESSIBLE MOBILITY FEATURES. ACCESSIBLE UNITS ARE S-A,
1-B, 1-H. AND 2-A (REFER TO ARCHITECTURAL DRAWINGS FOR UNIT LOCATIONS). LOAD CENTER SHALL BE
INSTALLED SO THAT NO TRIM LATCH OR BREAKER IS NOT GREATER THAN 48" AFF. A TOGGLE SWITCH SHALL
BE FIELD INSTALLED AND WIRED FOR THE RANGE HOOD/LIGHT CIRCUIT. SWITCH SHALL BE MOUNTED ABOVE
COUNTER WITHIN REQUIRED REACH RANGES.
11. FOR DWELLING UNITS DESIGNATED TO HAVE COMMUNICATION FEATURES FOR SENSORY-IMPAIRED (HEARING
OR VISION). SENSORY-IMPAIRED UNITS ARE 1-H AND 2-A, S-A, AND 1-B (REFER TO ARCHITECTURAL DRAWINGS
FOR UNIT LOCATIONS). FURNISH AND INSTALL AN EDWARDS (OR EQUAL) "DOORBELL" SYSTEM CONSISTING OF
A LOW-VOLTAGE TRANSFORMER, PUSHBUTTON AND HORN/STROBE. LOCATE PUSHBUTTON WITH
COVERPLATE OUTSIDE OF ENTRY DOOR. TRANSFORMER CONCEALED WITHIN CLOTHES CLOSET, AND
HORN/STROBE WITHIN LIVINGROOM. EACH FIRE ALARM SYSTEM AUDIBLE APPLIANCE SHALL BE EQUIPPED
WITH A VISUAL DEVICE. A FIRE ALARM VISUAL DEVICE SHALL BE INSTALLED IN EACH BATHROOM.
POWER NOTES:
APPLIANCE NOTES:
1. REFER TO EQUIPMENT SCHEDULE FOR CONDUCTOR SIZE, CONDUIT SIZE AND DISCONNECT SWITCH RATING.
WHERE EQUIPMENT IS NOT ADDRESSED, REFER TO CONDUCTOR SCHEDULE.
2. CONTRACTOR SHALL COORDINATE APPLIANCE CONNECTION TYPE AND PROVIDE NECESSARY CONDUCTORS,
CONDUIT, CORDS, PLUGS AND RECEPTACLES OF PROPER NEMA CONFIGURATION AS REQUIRED TO MAKE FINAL
TERMINATIONS.
3. CORD AND PLUG CONNECTED APPLIANCES SHALL CONFORM TO NEC ARTICLE 422.16 AND NEC ARTICLE 422.33.
4. CONTRACTOR SHALL PROVIDE DISCONNECT SWITCH LOCATED WITHIN SIGHT OF HVAC EQUIPMENT IN
ACCORDANCE WITH NEC ARTICLE 440.14.
5. FOR PERMANENTLY CONNECTED APPLIANCES (EXCLUDING MOTOR DRIVEN EQUIPMENT), DISCONNECTING MEANS
SHALL BE PROVIDED BY A LOCKABLE BREAKER IN THE PANEL IN ACCORDANCE WITH NEC ARTICLE 422.31(B).
6. PROVIDE JUNCTION BOX, CONDUCTORS AND CONDUIT AND MAKE FINAL CONNECTION TO WATER HEATER.
WHERE INSTALLED IN PLENUM SPACES, PROVIDE FLEXIBLE METALLIC CONDUIT. DISCONNECTING MEANS SHALL
BE PROVIDED BY A LOCKABLE BREAKER IN THE PANEL IN ACCORDANCE WITH NEC ARTICLE 422.31(B).
7. RECEPTACLES FOR REFRIGERATOR, WASHING MACHINE AND DRYER SHALL BE MOUNTED AT +36"AFF. PROVIDE
NEMA 14-30R RECEPTACLE FOR DRYER. EXACT LOCATION FOR ALL APPLIANCE RECEPTACLES SHALL BE
COORDINATED WITH ARCHITECT/OWNER AND INSTALLED EQUIPMENT.
8. KITCHEN APPLIANCE CIRCUIT WITH REFRIGERATOR RECEPTACLE SHALL HAVE RECEPTACLE AS FIRST OUTLET IN
HOMERUN.
9. APARTMENT PLAN DRAWING SHOWS A SINGLE 220V OUTLET FOR STOVE. STOVE CONSISTS OF THREE
COMPONENTS -GAS COOK TOP, OVEN, AND WARMING OVEN. PROVIDE 120V OUTLET (NOT SHOWN) ON
APPLIANCE CIRCUIT FOR COOK TOP. PROVIDE 120V RECEPTACLE ON DEDICATED 15A CIRCUIT (NOT SHOWN) FOR
WARMING OVEN.
1. FINAL FIRE ALARM INSTALLATION SHALL BE CERTIFIED BY MANUFACTURER'S FIELD REPRESENTATIVE.
2. MAINTAIN SMOKE AND HEAT DETECTORS' DUST COVERS TO FINAL ACCEPTANCE OR FOR TESTING.
3. FIRE ALARM SYSTEM AND WORK SHALL BE IN COMPLIANCE WITH NFPA 72 AND GOVERNING LOCAL CODES AND
REGULATIONS.
4. RESIDENTIAL UNIT SMOKE DETECTORS ARE TO ANNUNCIATE IMMEDIATELY UPON DETECTION OF SMOKE WITHIN THE
RESIDENCE. BUILDING EVACUATION ALARM SHALL NOT BE INITIATED.
5. PROVIDE ANNUNCIATION WITHIN RESIDENTIAL UNITS (85 dBA @ 10 FT AND 75 dBA AT PILLOW) THROUGHOUT THE
RESIDENTIAL UNITS.
6. MULTIPLE SMOKE DETECTORS AND ANNUNCIATION DEVICES WITHIN RESIDENTIAL UNIT SHALL BE INTERLOCKED FOR
COMMON INDICATION OF ALARM.
7. PROVIDE WIRING PER IBC 907.9.1.4 FOR VISUAL ANNUNCIATION FOR BEDROOMS AND SLEEPING UNITS IN
STRUCTURES RATED AS R2.
FIRE ALARM NOTES:
1. EXIT AND EGRESS LIGHTING FIXTURES SHALL BE WIRED TO NEAREST LIFE SAFETY CIRCUIT SERVING SAME AREA
AND AHEAD OF SWITCHING.
2. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT ARRANGEMENT AND LOCATION OF
FIXTURES AND OTHER REQUIREMENTS.
3. LIGHTING CONTROLLED BY TIME CLOCK OR OTHER AUTOMATED CONTROL SHALL HAVE A LOCAL OVERRIDE
SWITCH.
4. AT FINAL ACCEPTANCE BY OWNER CLEAN FIXTURES AND LENS, REMOVE ANY PROTECTIVE COVERING, REPLACE
FAILED LAMPS OR BALLAST, AND PROVE BATTERY BACKUP SYSTEMS ARE FUNCTIONAL.
LIGHTING NOTES:
FLOOR RECEPTACLE. COORDINATE LOCATION WITH ARCHITECT.
CEILING FAN WITH LIGHTS/J-BOX. PROVIDE ONE SWITCH FOR FAN CONTROL AND SWITCH(ES) FOR LIGHT CONTROL.
WATER HEATER DISCONNECT.
HVAC SYSTEM DISCONNECT.
WASHER RECEPTACLE.
DRYER RECEPTACLE.
DISHWASHER, PROVIDE GFCI BREAKER AT LOAD CENTER.
REFRIGERATOR.
RANGE.
GARBAGE DISPOSAL. COORDINATE LOCATION OF DISPOSAL SWITCH WITH ARCHITECT.
USB RECEPTACLE. PROTECT WITH UPSTREAM GFCI RECEPTACLE.
SWITCH FOR UNDERCABINET LIGHTING.
LOAD CENTER, COLOR PER ARCHITECT.
COMBINATION SMOKE DETECTOR/CO DETECTOR.
EXHAUST FAN.
REFRIGERANT PIPING CHASE.
MICROWAVE
IT CABINET, COLOR PER ARCHITECT.
KEYNOTES:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
UA
UB UB
UCF
UCF
UF
UE UB
16 3
4
13
2
2
5 6
15 14
18
8 9 17 10 7 11
1
10
13
4
3
15
658179
2
7
14
16
F-A
18
UH
UAUBUBUB
UCF
UH
UF UE
UB
1
UA
UB
UB
UCF
UH
UBUF8
9
17
10
7
6
5
13
18
UE
3 4
2
11
1
16
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 8:21:46 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE3−01
08.14.18ELECTRICAL UNIT PLANS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
SCALE: 1/4" = 1'-0"E3-01
1 UNIT S-A PLAN
SCALE: 1/4" = 1'-0"E3-01
2 UNIT S-B PLAN
SCALE: 1/4" = 1'-0"E3-01
3 UNIT S-C PLAN
SCALE: 1/4" = 1'-0"E3-01
4 UNIT S-D PLAN
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
TVTVJ J
3
3
S
S
33TVTVJ
JSS
JTVSS
J33J J
JJ J
TV
TV
33
33 S
S
F-A
UB
UA
UH
UB
UCFUCF
UB
UF
5
6
3
4
2 2
7
8 9
17
18
1
13
14
14
1
1. ELECTRICAL AND COMMUNICATION OUTLETS (TELEPHONE, TV, AND INTERNET) SHALL BE INSTALLED AT SAME
HEIGHTS. COORDINATE ELECTRICAL AND COMMUNICATION OUTLETS AND CABLING REQUIREMENTS BEFORE
COMMENCING WORK.
2. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS AND ELEVATIONS OF LIGHT SWITCHES AND ABOVE
COUNTER RECEPTACLES TO ENSURE COMPLIANCE WITH ADA AND FAIR HOUSING ACT REQUIREMENTS.
RECEPTACLES CAN BE PLACED IN FURRING WALLS NEXT TO COLUMNS.
3. RECEPTACLES INSTALLED IN RESIDENTIAL UNITS SHALL BE LISTED TAMPER RESISTANT.
4. ELECTRICAL DEVICES INSTALLED IN FIRE RATED WALLS SHALL MAINTAIN FIRE RATING UTILIZING PUTTY PACKS
AND/OR LISTED INSERTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. METALLIC COVER PLATES
ARE ANTICIPATED TO BE REQUIRED.
5. INSTALL BACK TO BACK DEVICES IN WALL IN SEPARATE STUD CAVITY.
6. REFRIGERATOR RECEPTACLES WITHIN 6' OF SINK SHALL BE GFCI AND THE FIRST RECEPTACLE IN THE CIRCUIT.
7. REFER TO ARCHITECTURAL DRAWINGS FOR RATED FLOOR-CEILING ASSEMBLY PENETRATION DETAILS.
8. REFER TO E6 SERIES DRAWING FOR APPLICABLE ELECTRICAL DETAILS.
9. 120V BRANCH CIRCUIT HOMERUNS ARE SHOWN AS INDIVIDUAL CIRCUITS. IN GENERAL, UNLESS PROHIBITED
ELSEWHERE IN CONTRACT DOCUMENTS, CONTRACTOR MAY COMBINE 120V HOMERUNS AND SHARE
NEUTRALS PROVIDED NEC REQUIREMENTS ARE MET FOR FILL AND NUMBER OF CONDUCTOR DERATING.
10. FOR DWELLING UNITS DESIGNATED TO HAVE ACCESSIBLE MOBILITY FEATURES. ACCESSIBLE UNITS ARE S-A,
1-B, 1-H. AND 2-A (REFER TO ARCHITECTURAL DRAWINGS FOR UNIT LOCATIONS). LOAD CENTER SHALL BE
INSTALLED SO THAT NO TRIM LATCH OR BREAKER IS NOT GREATER THAN 48" AFF. A TOGGLE SWITCH SHALL
BE FIELD INSTALLED AND WIRED FOR THE RANGE HOOD/LIGHT CIRCUIT. SWITCH SHALL BE MOUNTED ABOVE
COUNTER WITHIN REQUIRED REACH RANGES.
11. FOR DWELLING UNITS DESIGNATED TO HAVE COMMUNICATION FEATURES FOR SENSORY-IMPAIRED (HEARING
OR VISION). SENSORY-IMPAIRED UNITS ARE 1-H AND 2-A, S-A, AND 1-B (REFER TO ARCHITECTURAL DRAWINGS
FOR UNIT LOCATIONS). FURNISH AND INSTALL AN EDWARDS (OR EQUAL) "DOORBELL" SYSTEM CONSISTING OF
A LOW-VOLTAGE TRANSFORMER, PUSHBUTTON AND HORN/STROBE. LOCATE PUSHBUTTON WITH
COVERPLATE OUTSIDE OF ENTRY DOOR. TRANSFORMER CONCEALED WITHIN CLOTHES CLOSET, AND
HORN/STROBE WITHIN LIVINGROOM. EACH FIRE ALARM SYSTEM AUDIBLE APPLIANCE SHALL BE EQUIPPED
WITH A VISUAL DEVICE. A FIRE ALARM VISUAL DEVICE SHALL BE INSTALLED IN EACH BATHROOM.
POWER NOTES:
APPLIANCE NOTES:
1. REFER TO EQUIPMENT SCHEDULE FOR CONDUCTOR SIZE, CONDUIT SIZE AND DISCONNECT SWITCH RATING.
WHERE EQUIPMENT IS NOT ADDRESSED, REFER TO CONDUCTOR SCHEDULE.
2. CONTRACTOR SHALL COORDINATE APPLIANCE CONNECTION TYPE AND PROVIDE NECESSARY CONDUCTORS,
CONDUIT, CORDS, PLUGS AND RECEPTACLES OF PROPER NEMA CONFIGURATION AS REQUIRED TO MAKE FINAL
TERMINATIONS.
3. CORD AND PLUG CONNECTED APPLIANCES SHALL CONFORM TO NEC ARTICLE 422.16 AND NEC ARTICLE 422.33.
4. CONTRACTOR SHALL PROVIDE DISCONNECT SWITCH LOCATED WITHIN SIGHT OF HVAC EQUIPMENT IN
ACCORDANCE WITH NEC ARTICLE 440.14.
5. FOR PERMANENTLY CONNECTED APPLIANCES (EXCLUDING MOTOR DRIVEN EQUIPMENT), DISCONNECTING MEANS
SHALL BE PROVIDED BY A LOCKABLE BREAKER IN THE PANEL IN ACCORDANCE WITH NEC ARTICLE 422.31(B).
6. PROVIDE JUNCTION BOX, CONDUCTORS AND CONDUIT AND MAKE FINAL CONNECTION TO WATER HEATER.
WHERE INSTALLED IN PLENUM SPACES, PROVIDE FLEXIBLE METALLIC CONDUIT. DISCONNECTING MEANS SHALL
BE PROVIDED BY A LOCKABLE BREAKER IN THE PANEL IN ACCORDANCE WITH NEC ARTICLE 422.31(B).
7. RECEPTACLES FOR REFRIGERATOR, WASHING MACHINE AND DRYER SHALL BE MOUNTED AT +36"AFF. PROVIDE
NEMA 14-30R RECEPTACLE FOR DRYER. EXACT LOCATION FOR ALL APPLIANCE RECEPTACLES SHALL BE
COORDINATED WITH ARCHITECT/OWNER AND INSTALLED EQUIPMENT.
8. KITCHEN APPLIANCE CIRCUIT WITH REFRIGERATOR RECEPTACLE SHALL HAVE RECEPTACLE AS FIRST OUTLET IN
HOMERUN.
9. APARTMENT PLAN DRAWING SHOWS A SINGLE 220V OUTLET FOR STOVE. STOVE CONSISTS OF THREE
COMPONENTS -GAS COOK TOP, OVEN, AND WARMING OVEN. PROVIDE 120V OUTLET (NOT SHOWN) ON
APPLIANCE CIRCUIT FOR COOK TOP. PROVIDE 120V RECEPTACLE ON DEDICATED 15A CIRCUIT (NOT SHOWN) FOR
WARMING OVEN.
1. FINAL FIRE ALARM INSTALLATION SHALL BE CERTIFIED BY MANUFACTURER'S FIELD REPRESENTATIVE.
2. MAINTAIN SMOKE AND HEAT DETECTORS' DUST COVERS TO FINAL ACCEPTANCE OR FOR TESTING.
3. FIRE ALARM SYSTEM AND WORK SHALL BE IN COMPLIANCE WITH NFPA 72 AND GOVERNING LOCAL CODES AND
REGULATIONS.
4. RESIDENTIAL UNIT SMOKE DETECTORS ARE TO ANNUNCIATE IMMEDIATELY UPON DETECTION OF SMOKE WITHIN THE
RESIDENCE. BUILDING EVACUATION ALARM SHALL NOT BE INITIATED.
5. PROVIDE ANNUNCIATION WITHIN RESIDENTIAL UNITS (85 dBA @ 10 FT AND 75 dBA AT PILLOW) THROUGHOUT THE
RESIDENTIAL UNITS.
6. MULTIPLE SMOKE DETECTORS AND ANNUNCIATION DEVICES WITHIN RESIDENTIAL UNIT SHALL BE INTERLOCKED FOR
COMMON INDICATION OF ALARM.
7. PROVIDE WIRING PER IBC 907.9.1.4 FOR VISUAL ANNUNCIATION FOR BEDROOMS AND SLEEPING UNITS IN
STRUCTURES RATED AS R2.
FIRE ALARM NOTES:
1. EXIT AND EGRESS LIGHTING FIXTURES SHALL BE WIRED TO NEAREST LIFE SAFETY CIRCUIT SERVING SAME AREA
AND AHEAD OF SWITCHING.
2. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT ARRANGEMENT AND LOCATION OF
FIXTURES AND OTHER REQUIREMENTS.
3. LIGHTING CONTROLLED BY TIME CLOCK OR OTHER AUTOMATED CONTROL SHALL HAVE A LOCAL OVERRIDE
SWITCH.
4. AT FINAL ACCEPTANCE BY OWNER CLEAN FIXTURES AND LENS, REMOVE ANY PROTECTIVE COVERING, REPLACE
FAILED LAMPS OR BALLAST, AND PROVE BATTERY BACKUP SYSTEMS ARE FUNCTIONAL.
LIGHTING NOTES:
FLOOR RECEPTACLE. COORDINATE LOCATION WITH ARCHITECT.
CEILING FAN WITH LIGHTS/J-BOX. PROVIDE ONE SWITCH FOR FAN CONTROL AND SWITCH(ES) FOR LIGHT CONTROL.
WATER HEATER DISCONNECT.
HVAC SYSTEM DISCONNECT.
WASHER RECEPTACLE.
DRYER RECEPTACLE.
DISHWASHER, PROVIDE GFCI BREAKER AT LOAD CENTER.
REFRIGERATOR.
RANGE.
GARBAGE DISPOSAL. COORDINATE LOCATION OF DISPOSAL SWITCH WITH ARCHITECT.
USB RECEPTACLE. PROTECT WITH UPSTREAM GFCI RECEPTACLE.
SWITCH FOR UNDERCABINET LIGHTING.
LOAD CENTER, COLOR PER ARCHITECT.
COMBINATION SMOKE DETECTOR/CO DETECTOR.
EXHAUST FAN.
REFRIGERANT PIPING CHASE.
MICROWAVE
IT CABINET, COLOR PER ARCHITECT.
KEYNOTES:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
15
3 4
5
6
UA
UB
UB
UB
UC UC
UF
UH
UB
UBUE
8
17
9
11
10
2 2
7
13
14 14
UCF UCF
18
11
16
F-A
UC UC
UA
UB
UH
UB
UB
UF UCF
UCF
16
6 7
3 4
17
9
107 11
1414
13
18
UE
8
15
UB
UB UB
1
1
1
1
F-A
UCF
UB
UA
UE
UBUB
UBUB
UH
UCF
3
4710917
18 8
2
2
15
14
14
6
5
UF
1
F-A
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 8:22:05 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE3−02
08.14.18ELECTRICAL UNIT PLANS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
SCALE: 1/4" = 1'-0"E3-02
1 UNIT 1-A PLAN
SCALE: 1/4" = 1'-0"E3-02
2 UNIT 1-B PLAN
SCALE: 1/4" = 1'-0"E3-02
3 UNIT 1-C PLAN
SCALE: 1/4" = 1'-0"E3-02
4 UNIT 1-D PLAN
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
FECTV
TVJREF
S
S
33J
33
3 3
33
JJ 33S
SJJ333
S
S
3J
J
3 3333
S
S
J
31. ELECTRICAL AND COMMUNICATION OUTLETS (TELEPHONE, TV, AND INTERNET) SHALL BE INSTALLED AT SAME
HEIGHTS. COORDINATE ELECTRICAL AND COMMUNICATION OUTLETS AND CABLING REQUIREMENTS BEFORE
COMMENCING WORK.
2. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS AND ELEVATIONS OF LIGHT SWITCHES AND ABOVE
COUNTER RECEPTACLES TO ENSURE COMPLIANCE WITH ADA AND FAIR HOUSING ACT REQUIREMENTS.
RECEPTACLES CAN BE PLACED IN FURRING WALLS NEXT TO COLUMNS.
3. RECEPTACLES INSTALLED IN RESIDENTIAL UNITS SHALL BE LISTED TAMPER RESISTANT.
4. ELECTRICAL DEVICES INSTALLED IN FIRE RATED WALLS SHALL MAINTAIN FIRE RATING UTILIZING PUTTY PACKS
AND/OR LISTED INSERTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. METALLIC COVER PLATES
ARE ANTICIPATED TO BE REQUIRED.
5. INSTALL BACK TO BACK DEVICES IN WALL IN SEPARATE STUD CAVITY.
6. REFRIGERATOR RECEPTACLES WITHIN 6' OF SINK SHALL BE GFCI AND THE FIRST RECEPTACLE IN THE CIRCUIT.
7. REFER TO ARCHITECTURAL DRAWINGS FOR RATED FLOOR-CEILING ASSEMBLY PENETRATION DETAILS.
8. REFER TO E6 SERIES DRAWING FOR APPLICABLE ELECTRICAL DETAILS.
9. 120V BRANCH CIRCUIT HOMERUNS ARE SHOWN AS INDIVIDUAL CIRCUITS. IN GENERAL, UNLESS PROHIBITED
ELSEWHERE IN CONTRACT DOCUMENTS, CONTRACTOR MAY COMBINE 120V HOMERUNS AND SHARE
NEUTRALS PROVIDED NEC REQUIREMENTS ARE MET FOR FILL AND NUMBER OF CONDUCTOR DERATING.
10. FOR DWELLING UNITS DESIGNATED TO HAVE ACCESSIBLE MOBILITY FEATURES. ACCESSIBLE UNITS ARE S-A,
1-B, 1-H. AND 2-A (REFER TO ARCHITECTURAL DRAWINGS FOR UNIT LOCATIONS). LOAD CENTER SHALL BE
INSTALLED SO THAT NO TRIM LATCH OR BREAKER IS NOT GREATER THAN 48" AFF. A TOGGLE SWITCH SHALL
BE FIELD INSTALLED AND WIRED FOR THE RANGE HOOD/LIGHT CIRCUIT. SWITCH SHALL BE MOUNTED ABOVE
COUNTER WITHIN REQUIRED REACH RANGES.
11. FOR DWELLING UNITS DESIGNATED TO HAVE COMMUNICATION FEATURES FOR SENSORY-IMPAIRED (HEARING
OR VISION). SENSORY-IMPAIRED UNITS ARE 1-H AND 2-A, S-A, AND 1-B (REFER TO ARCHITECTURAL DRAWINGS
FOR UNIT LOCATIONS). FURNISH AND INSTALL AN EDWARDS (OR EQUAL) "DOORBELL" SYSTEM CONSISTING OF
A LOW-VOLTAGE TRANSFORMER, PUSHBUTTON AND HORN/STROBE. LOCATE PUSHBUTTON WITH
COVERPLATE OUTSIDE OF ENTRY DOOR. TRANSFORMER CONCEALED WITHIN CLOTHES CLOSET, AND
HORN/STROBE WITHIN LIVINGROOM. EACH FIRE ALARM SYSTEM AUDIBLE APPLIANCE SHALL BE EQUIPPED
WITH A VISUAL DEVICE. A FIRE ALARM VISUAL DEVICE SHALL BE INSTALLED IN EACH BATHROOM.
POWER NOTES:
APPLIANCE NOTES:
1. REFER TO EQUIPMENT SCHEDULE FOR CONDUCTOR SIZE, CONDUIT SIZE AND DISCONNECT SWITCH RATING.
WHERE EQUIPMENT IS NOT ADDRESSED, REFER TO CONDUCTOR SCHEDULE.
2. CONTRACTOR SHALL COORDINATE APPLIANCE CONNECTION TYPE AND PROVIDE NECESSARY CONDUCTORS,
CONDUIT, CORDS, PLUGS AND RECEPTACLES OF PROPER NEMA CONFIGURATION AS REQUIRED TO MAKE FINAL
TERMINATIONS.
3. CORD AND PLUG CONNECTED APPLIANCES SHALL CONFORM TO NEC ARTICLE 422.16 AND NEC ARTICLE 422.33.
4. CONTRACTOR SHALL PROVIDE DISCONNECT SWITCH LOCATED WITHIN SIGHT OF HVAC EQUIPMENT IN
ACCORDANCE WITH NEC ARTICLE 440.14.
5. FOR PERMANENTLY CONNECTED APPLIANCES (EXCLUDING MOTOR DRIVEN EQUIPMENT), DISCONNECTING MEANS
SHALL BE PROVIDED BY A LOCKABLE BREAKER IN THE PANEL IN ACCORDANCE WITH NEC ARTICLE 422.31(B).
6. PROVIDE JUNCTION BOX, CONDUCTORS AND CONDUIT AND MAKE FINAL CONNECTION TO WATER HEATER.
WHERE INSTALLED IN PLENUM SPACES, PROVIDE FLEXIBLE METALLIC CONDUIT. DISCONNECTING MEANS SHALL
BE PROVIDED BY A LOCKABLE BREAKER IN THE PANEL IN ACCORDANCE WITH NEC ARTICLE 422.31(B).
7. RECEPTACLES FOR REFRIGERATOR, WASHING MACHINE AND DRYER SHALL BE MOUNTED AT +36"AFF. PROVIDE
NEMA 14-30R RECEPTACLE FOR DRYER. EXACT LOCATION FOR ALL APPLIANCE RECEPTACLES SHALL BE
COORDINATED WITH ARCHITECT/OWNER AND INSTALLED EQUIPMENT.
8. KITCHEN APPLIANCE CIRCUIT WITH REFRIGERATOR RECEPTACLE SHALL HAVE RECEPTACLE AS FIRST OUTLET IN
HOMERUN.
9. APARTMENT PLAN DRAWING SHOWS A SINGLE 220V OUTLET FOR STOVE. STOVE CONSISTS OF THREE
COMPONENTS -GAS COOK TOP, OVEN, AND WARMING OVEN. PROVIDE 120V OUTLET (NOT SHOWN) ON
APPLIANCE CIRCUIT FOR COOK TOP. PROVIDE 120V RECEPTACLE ON DEDICATED 15A CIRCUIT (NOT SHOWN) FOR
WARMING OVEN.
1. FINAL FIRE ALARM INSTALLATION SHALL BE CERTIFIED BY MANUFACTURER'S FIELD REPRESENTATIVE.
2. MAINTAIN SMOKE AND HEAT DETECTORS' DUST COVERS TO FINAL ACCEPTANCE OR FOR TESTING.
3. FIRE ALARM SYSTEM AND WORK SHALL BE IN COMPLIANCE WITH NFPA 72 AND GOVERNING LOCAL CODES AND
REGULATIONS.
4. RESIDENTIAL UNIT SMOKE DETECTORS ARE TO ANNUNCIATE IMMEDIATELY UPON DETECTION OF SMOKE WITHIN THE
RESIDENCE. BUILDING EVACUATION ALARM SHALL NOT BE INITIATED.
5. PROVIDE ANNUNCIATION WITHIN RESIDENTIAL UNITS (85 dBA @ 10 FT AND 75 dBA AT PILLOW) THROUGHOUT THE
RESIDENTIAL UNITS.
6. MULTIPLE SMOKE DETECTORS AND ANNUNCIATION DEVICES WITHIN RESIDENTIAL UNIT SHALL BE INTERLOCKED FOR
COMMON INDICATION OF ALARM.
7. PROVIDE WIRING PER IBC 907.9.1.4 FOR VISUAL ANNUNCIATION FOR BEDROOMS AND SLEEPING UNITS IN
STRUCTURES RATED AS R2.
FIRE ALARM NOTES:
1. EXIT AND EGRESS LIGHTING FIXTURES SHALL BE WIRED TO NEAREST LIFE SAFETY CIRCUIT SERVING SAME AREA
AND AHEAD OF SWITCHING.
2. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT ARRANGEMENT AND LOCATION OF
FIXTURES AND OTHER REQUIREMENTS.
3. LIGHTING CONTROLLED BY TIME CLOCK OR OTHER AUTOMATED CONTROL SHALL HAVE A LOCAL OVERRIDE
SWITCH.
4. AT FINAL ACCEPTANCE BY OWNER CLEAN FIXTURES AND LENS, REMOVE ANY PROTECTIVE COVERING, REPLACE
FAILED LAMPS OR BALLAST, AND PROVE BATTERY BACKUP SYSTEMS ARE FUNCTIONAL.
LIGHTING NOTES:
FLOOR RECEPTACLE. COORDINATE LOCATION WITH ARCHITECT.
CEILING FAN WITH LIGHTS/J-BOX. PROVIDE ONE SWITCH FOR FAN CONTROL AND SWITCH(ES) FOR LIGHT CONTROL.
WATER HEATER DISCONNECT.
HVAC SYSTEM DISCONNECT.
WASHER RECEPTACLE.
DRYER RECEPTACLE.
DISHWASHER, PROVIDE GFCI BREAKER AT LOAD CENTER.
REFRIGERATOR.
RANGE.
GARBAGE DISPOSAL. COORDINATE LOCATION OF DISPOSAL SWITCH WITH ARCHITECT.
USB RECEPTACLE. PROTECT WITH UPSTREAM GFCI RECEPTACLE.
SWITCH FOR UNDERCABINET LIGHTING.
LOAD CENTER, COLOR PER ARCHITECT.
COMBINATION SMOKE DETECTOR/CO DETECTOR.
EXHAUST FAN.
REFRIGERANT PIPING CHASE.
MICROWAVE
IT CABINET, COLOR PER ARCHITECT.
KEYNOTES:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
3
4
16 6 5
9 17
10
13
14
14
18
UA UB
UB
UB
UC
UC
7
UH
UF
UB
UB
UE
UCF
UCF
UB UB
UBUB
F-A
11
11
1
1
34
16
8
9
17
710
5
6
14
14
15
11
11
13
UA
UBUB
UCUC
UCFUCF
UF
UH
UB
18
11
3
4
16
8
17
7
10
9
15
13
14
14
6
5
UB
UB
UB
UAUB
UF
UCF
UE
UCF
18
1 1
F-A
568917
10
3 4
16 15
13
14
14
7
UFUB
UB
UB
UE
UE
UCF
UCF
UC UC
UB UB
UA
UH
1811
1
1
1
1
1
1
F-A
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 8:22:20 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE3−03
08.14.18ELECTRICAL UNIT PLANS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
SCALE: 1/4" = 1'-0"E3-03
1 UNIT 1-E PLAN
SCALE: 1/4" = 1'-0"E3-03
2 UNIT 1-F PLAN
SCALE: 1/4" = 1'-0"E3-03
3 UNIT 1-G PLAN
SCALE: 1/4" = 1'-0"E3-03
4 UNIT 1-H PLAN
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
REFJJJ
J
3333
3 3TVSS
FECS
S
TVTVJJ3 3333J
1. ELECTRICAL AND COMMUNICATION OUTLETS (TELEPHONE, TV, AND INTERNET) SHALL BE INSTALLED AT SAME
HEIGHTS. COORDINATE ELECTRICAL AND COMMUNICATION OUTLETS AND CABLING REQUIREMENTS BEFORE
COMMENCING WORK.
2. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS AND ELEVATIONS OF LIGHT SWITCHES AND ABOVE
COUNTER RECEPTACLES TO ENSURE COMPLIANCE WITH ADA AND FAIR HOUSING ACT REQUIREMENTS.
RECEPTACLES CAN BE PLACED IN FURRING WALLS NEXT TO COLUMNS.
3. RECEPTACLES INSTALLED IN RESIDENTIAL UNITS SHALL BE LISTED TAMPER RESISTANT.
4. ELECTRICAL DEVICES INSTALLED IN FIRE RATED WALLS SHALL MAINTAIN FIRE RATING UTILIZING PUTTY PACKS
AND/OR LISTED INSERTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. METALLIC COVER PLATES
ARE ANTICIPATED TO BE REQUIRED.
5. INSTALL BACK TO BACK DEVICES IN WALL IN SEPARATE STUD CAVITY.
6. REFRIGERATOR RECEPTACLES WITHIN 6' OF SINK SHALL BE GFCI AND THE FIRST RECEPTACLE IN THE CIRCUIT.
7. REFER TO ARCHITECTURAL DRAWINGS FOR RATED FLOOR-CEILING ASSEMBLY PENETRATION DETAILS.
8. REFER TO E6 SERIES DRAWING FOR APPLICABLE ELECTRICAL DETAILS.
9. 120V BRANCH CIRCUIT HOMERUNS ARE SHOWN AS INDIVIDUAL CIRCUITS. IN GENERAL, UNLESS PROHIBITED
ELSEWHERE IN CONTRACT DOCUMENTS, CONTRACTOR MAY COMBINE 120V HOMERUNS AND SHARE
NEUTRALS PROVIDED NEC REQUIREMENTS ARE MET FOR FILL AND NUMBER OF CONDUCTOR DERATING.
10. FOR DWELLING UNITS DESIGNATED TO HAVE ACCESSIBLE MOBILITY FEATURES. ACCESSIBLE UNITS ARE S-A,
1-B, 1-H. AND 2-A (REFER TO ARCHITECTURAL DRAWINGS FOR UNIT LOCATIONS). LOAD CENTER SHALL BE
INSTALLED SO THAT NO TRIM LATCH OR BREAKER IS NOT GREATER THAN 48" AFF. A TOGGLE SWITCH SHALL
BE FIELD INSTALLED AND WIRED FOR THE RANGE HOOD/LIGHT CIRCUIT. SWITCH SHALL BE MOUNTED ABOVE
COUNTER WITHIN REQUIRED REACH RANGES.
11. FOR DWELLING UNITS DESIGNATED TO HAVE COMMUNICATION FEATURES FOR SENSORY-IMPAIRED (HEARING
OR VISION). SENSORY-IMPAIRED UNITS ARE 1-H AND 2-A, S-A, AND 1-B (REFER TO ARCHITECTURAL DRAWINGS
FOR UNIT LOCATIONS). FURNISH AND INSTALL AN EDWARDS (OR EQUAL) "DOORBELL" SYSTEM CONSISTING OF
A LOW-VOLTAGE TRANSFORMER, PUSHBUTTON AND HORN/STROBE. LOCATE PUSHBUTTON WITH
COVERPLATE OUTSIDE OF ENTRY DOOR. TRANSFORMER CONCEALED WITHIN CLOTHES CLOSET, AND
HORN/STROBE WITHIN LIVINGROOM. EACH FIRE ALARM SYSTEM AUDIBLE APPLIANCE SHALL BE EQUIPPED
WITH A VISUAL DEVICE. A FIRE ALARM VISUAL DEVICE SHALL BE INSTALLED IN EACH BATHROOM.
POWER NOTES:
APPLIANCE NOTES:
1. REFER TO EQUIPMENT SCHEDULE FOR CONDUCTOR SIZE, CONDUIT SIZE AND DISCONNECT SWITCH RATING.
WHERE EQUIPMENT IS NOT ADDRESSED, REFER TO CONDUCTOR SCHEDULE.
2. CONTRACTOR SHALL COORDINATE APPLIANCE CONNECTION TYPE AND PROVIDE NECESSARY CONDUCTORS,
CONDUIT, CORDS, PLUGS AND RECEPTACLES OF PROPER NEMA CONFIGURATION AS REQUIRED TO MAKE FINAL
TERMINATIONS.
3. CORD AND PLUG CONNECTED APPLIANCES SHALL CONFORM TO NEC ARTICLE 422.16 AND NEC ARTICLE 422.33.
4. CONTRACTOR SHALL PROVIDE DISCONNECT SWITCH LOCATED WITHIN SIGHT OF HVAC EQUIPMENT IN
ACCORDANCE WITH NEC ARTICLE 440.14.
5. FOR PERMANENTLY CONNECTED APPLIANCES (EXCLUDING MOTOR DRIVEN EQUIPMENT), DISCONNECTING MEANS
SHALL BE PROVIDED BY A LOCKABLE BREAKER IN THE PANEL IN ACCORDANCE WITH NEC ARTICLE 422.31(B).
6. PROVIDE JUNCTION BOX, CONDUCTORS AND CONDUIT AND MAKE FINAL CONNECTION TO WATER HEATER.
WHERE INSTALLED IN PLENUM SPACES, PROVIDE FLEXIBLE METALLIC CONDUIT. DISCONNECTING MEANS SHALL
BE PROVIDED BY A LOCKABLE BREAKER IN THE PANEL IN ACCORDANCE WITH NEC ARTICLE 422.31(B).
7. RECEPTACLES FOR REFRIGERATOR, WASHING MACHINE AND DRYER SHALL BE MOUNTED AT +36"AFF. PROVIDE
NEMA 14-30R RECEPTACLE FOR DRYER. EXACT LOCATION FOR ALL APPLIANCE RECEPTACLES SHALL BE
COORDINATED WITH ARCHITECT/OWNER AND INSTALLED EQUIPMENT.
8. KITCHEN APPLIANCE CIRCUIT WITH REFRIGERATOR RECEPTACLE SHALL HAVE RECEPTACLE AS FIRST OUTLET IN
HOMERUN.
9. APARTMENT PLAN DRAWING SHOWS A SINGLE 220V OUTLET FOR STOVE. STOVE CONSISTS OF THREE
COMPONENTS -GAS COOK TOP, OVEN, AND WARMING OVEN. PROVIDE 120V OUTLET (NOT SHOWN) ON
APPLIANCE CIRCUIT FOR COOK TOP. PROVIDE 120V RECEPTACLE ON DEDICATED 15A CIRCUIT (NOT SHOWN) FOR
WARMING OVEN.
1. FINAL FIRE ALARM INSTALLATION SHALL BE CERTIFIED BY MANUFACTURER'S FIELD REPRESENTATIVE.
2. MAINTAIN SMOKE AND HEAT DETECTORS' DUST COVERS TO FINAL ACCEPTANCE OR FOR TESTING.
3. FIRE ALARM SYSTEM AND WORK SHALL BE IN COMPLIANCE WITH NFPA 72 AND GOVERNING LOCAL CODES AND
REGULATIONS.
4. RESIDENTIAL UNIT SMOKE DETECTORS ARE TO ANNUNCIATE IMMEDIATELY UPON DETECTION OF SMOKE WITHIN THE
RESIDENCE. BUILDING EVACUATION ALARM SHALL NOT BE INITIATED.
5. PROVIDE ANNUNCIATION WITHIN RESIDENTIAL UNITS (85 dBA @ 10 FT AND 75 dBA AT PILLOW) THROUGHOUT THE
RESIDENTIAL UNITS.
6. MULTIPLE SMOKE DETECTORS AND ANNUNCIATION DEVICES WITHIN RESIDENTIAL UNIT SHALL BE INTERLOCKED FOR
COMMON INDICATION OF ALARM.
7. PROVIDE WIRING PER IBC 907.9.1.4 FOR VISUAL ANNUNCIATION FOR BEDROOMS AND SLEEPING UNITS IN
STRUCTURES RATED AS R2.
FIRE ALARM NOTES:
1. EXIT AND EGRESS LIGHTING FIXTURES SHALL BE WIRED TO NEAREST LIFE SAFETY CIRCUIT SERVING SAME AREA
AND AHEAD OF SWITCHING.
2. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT ARRANGEMENT AND LOCATION OF
FIXTURES AND OTHER REQUIREMENTS.
3. LIGHTING CONTROLLED BY TIME CLOCK OR OTHER AUTOMATED CONTROL SHALL HAVE A LOCAL OVERRIDE
SWITCH.
4. AT FINAL ACCEPTANCE BY OWNER CLEAN FIXTURES AND LENS, REMOVE ANY PROTECTIVE COVERING, REPLACE
FAILED LAMPS OR BALLAST, AND PROVE BATTERY BACKUP SYSTEMS ARE FUNCTIONAL.
LIGHTING NOTES:
FLOOR RECEPTACLE. COORDINATE LOCATION WITH ARCHITECT.
CEILING FAN WITH LIGHTS/J-BOX. PROVIDE ONE SWITCH FOR FAN CONTROL AND SWITCH(ES) FOR LIGHT CONTROL.
WATER HEATER DISCONNECT.
HVAC SYSTEM DISCONNECT.
WASHER RECEPTACLE.
DRYER RECEPTACLE.
DISHWASHER, PROVIDE GFCI BREAKER AT LOAD CENTER.
REFRIGERATOR.
RANGE.
GARBAGE DISPOSAL. COORDINATE LOCATION OF DISPOSAL SWITCH WITH ARCHITECT.
USB RECEPTACLE. PROTECT WITH UPSTREAM GFCI RECEPTACLE.
SWITCH FOR UNDERCABINET LIGHTING.
LOAD CENTER, COLOR PER ARCHITECT.
COMBINATION SMOKE DETECTOR/CO DETECTOR.
EXHAUST FAN.
REFRIGERANT PIPING CHASE.
MICROWAVE
IT CABINET, COLOR PER ARCHITECT.
KEYNOTES:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
5
68917
7
3 4
14 14
15
UA
UB
UBUB
UC
UC
UH
UB
UB
UF
UCF
2
2 UCF
11
18
UH
UE
1
1
1
1
13
F-A
1
2
2
7
10
17
9
8
5
6
3 4
16
13
15
14
14
18
UA
UB
UB
UB
UCF
UB
UE
UF
UCF
UB
1
F-A
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 8:22:32 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE3−04
08.14.18ELECTRICAL UNIT PLANS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
SCALE: 1/4" = 1'-0"E3-04
1 UNIT 1-J PLAN
SCALE: 1/4" = 1'-0"E3-04
2 UNIT 1-K PLAN
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
FEC
TV
S
S
S S3
3333333 JJ
S
STVTVTVJJ33
3
3 33
3
3
3
33
S
3J JTVJJTVTVTV3
333
33
3333 33
SS
S
S
1. ELECTRICAL AND COMMUNICATION OUTLETS (TELEPHONE, TV, AND INTERNET) SHALL BE INSTALLED AT SAME
HEIGHTS. COORDINATE ELECTRICAL AND COMMUNICATION OUTLETS AND CABLING REQUIREMENTS BEFORE
COMMENCING WORK.
2. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS AND ELEVATIONS OF LIGHT SWITCHES AND ABOVE
COUNTER RECEPTACLES TO ENSURE COMPLIANCE WITH ADA AND FAIR HOUSING ACT REQUIREMENTS.
RECEPTACLES CAN BE PLACED IN FURRING WALLS NEXT TO COLUMNS.
3. RECEPTACLES INSTALLED IN RESIDENTIAL UNITS SHALL BE LISTED TAMPER RESISTANT.
4. ELECTRICAL DEVICES INSTALLED IN FIRE RATED WALLS SHALL MAINTAIN FIRE RATING UTILIZING PUTTY PACKS
AND/OR LISTED INSERTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. METALLIC COVER PLATES
ARE ANTICIPATED TO BE REQUIRED.
5. INSTALL BACK TO BACK DEVICES IN WALL IN SEPARATE STUD CAVITY.
6. REFRIGERATOR RECEPTACLES WITHIN 6' OF SINK SHALL BE GFCI AND THE FIRST RECEPTACLE IN THE CIRCUIT.
7. REFER TO ARCHITECTURAL DRAWINGS FOR RATED FLOOR-CEILING ASSEMBLY PENETRATION DETAILS.
8. REFER TO E6 SERIES DRAWING FOR APPLICABLE ELECTRICAL DETAILS.
9. 120V BRANCH CIRCUIT HOMERUNS ARE SHOWN AS INDIVIDUAL CIRCUITS. IN GENERAL, UNLESS PROHIBITED
ELSEWHERE IN CONTRACT DOCUMENTS, CONTRACTOR MAY COMBINE 120V HOMERUNS AND SHARE
NEUTRALS PROVIDED NEC REQUIREMENTS ARE MET FOR FILL AND NUMBER OF CONDUCTOR DERATING.
10. FOR DWELLING UNITS DESIGNATED TO HAVE ACCESSIBLE MOBILITY FEATURES. ACCESSIBLE UNITS ARE S-A,
1-B, 1-H. AND 2-A (REFER TO ARCHITECTURAL DRAWINGS FOR UNIT LOCATIONS). LOAD CENTER SHALL BE
INSTALLED SO THAT NO TRIM LATCH OR BREAKER IS NOT GREATER THAN 48" AFF. A TOGGLE SWITCH SHALL
BE FIELD INSTALLED AND WIRED FOR THE RANGE HOOD/LIGHT CIRCUIT. SWITCH SHALL BE MOUNTED ABOVE
COUNTER WITHIN REQUIRED REACH RANGES.
11. FOR DWELLING UNITS DESIGNATED TO HAVE COMMUNICATION FEATURES FOR SENSORY-IMPAIRED (HEARING
OR VISION). SENSORY-IMPAIRED UNITS ARE 1-H AND 2-A, S-A, AND 1-B (REFER TO ARCHITECTURAL DRAWINGS
FOR UNIT LOCATIONS). FURNISH AND INSTALL AN EDWARDS (OR EQUAL) "DOORBELL" SYSTEM CONSISTING OF
A LOW-VOLTAGE TRANSFORMER, PUSHBUTTON AND HORN/STROBE. LOCATE PUSHBUTTON WITH
COVERPLATE OUTSIDE OF ENTRY DOOR. TRANSFORMER CONCEALED WITHIN CLOTHES CLOSET, AND
HORN/STROBE WITHIN LIVINGROOM. EACH FIRE ALARM SYSTEM AUDIBLE APPLIANCE SHALL BE EQUIPPED
WITH A VISUAL DEVICE. A FIRE ALARM VISUAL DEVICE SHALL BE INSTALLED IN EACH BATHROOM.
POWER NOTES:
APPLIANCE NOTES:
1. REFER TO EQUIPMENT SCHEDULE FOR CONDUCTOR SIZE, CONDUIT SIZE AND DISCONNECT SWITCH RATING.
WHERE EQUIPMENT IS NOT ADDRESSED, REFER TO CONDUCTOR SCHEDULE.
2. CONTRACTOR SHALL COORDINATE APPLIANCE CONNECTION TYPE AND PROVIDE NECESSARY CONDUCTORS,
CONDUIT, CORDS, PLUGS AND RECEPTACLES OF PROPER NEMA CONFIGURATION AS REQUIRED TO MAKE FINAL
TERMINATIONS.
3. CORD AND PLUG CONNECTED APPLIANCES SHALL CONFORM TO NEC ARTICLE 422.16 AND NEC ARTICLE 422.33.
4. CONTRACTOR SHALL PROVIDE DISCONNECT SWITCH LOCATED WITHIN SIGHT OF HVAC EQUIPMENT IN
ACCORDANCE WITH NEC ARTICLE 440.14.
5. FOR PERMANENTLY CONNECTED APPLIANCES (EXCLUDING MOTOR DRIVEN EQUIPMENT), DISCONNECTING MEANS
SHALL BE PROVIDED BY A LOCKABLE BREAKER IN THE PANEL IN ACCORDANCE WITH NEC ARTICLE 422.31(B).
6. PROVIDE JUNCTION BOX, CONDUCTORS AND CONDUIT AND MAKE FINAL CONNECTION TO WATER HEATER.
WHERE INSTALLED IN PLENUM SPACES, PROVIDE FLEXIBLE METALLIC CONDUIT. DISCONNECTING MEANS SHALL
BE PROVIDED BY A LOCKABLE BREAKER IN THE PANEL IN ACCORDANCE WITH NEC ARTICLE 422.31(B).
7. RECEPTACLES FOR REFRIGERATOR, WASHING MACHINE AND DRYER SHALL BE MOUNTED AT +36"AFF. PROVIDE
NEMA 14-30R RECEPTACLE FOR DRYER. EXACT LOCATION FOR ALL APPLIANCE RECEPTACLES SHALL BE
COORDINATED WITH ARCHITECT/OWNER AND INSTALLED EQUIPMENT.
8. KITCHEN APPLIANCE CIRCUIT WITH REFRIGERATOR RECEPTACLE SHALL HAVE RECEPTACLE AS FIRST OUTLET IN
HOMERUN.
9. APARTMENT PLAN DRAWING SHOWS A SINGLE 220V OUTLET FOR STOVE. STOVE CONSISTS OF THREE
COMPONENTS -GAS COOK TOP, OVEN, AND WARMING OVEN. PROVIDE 120V OUTLET (NOT SHOWN) ON
APPLIANCE CIRCUIT FOR COOK TOP. PROVIDE 120V RECEPTACLE ON DEDICATED 15A CIRCUIT (NOT SHOWN) FOR
WARMING OVEN.
1. FINAL FIRE ALARM INSTALLATION SHALL BE CERTIFIED BY MANUFACTURER'S FIELD REPRESENTATIVE.
2. MAINTAIN SMOKE AND HEAT DETECTORS' DUST COVERS TO FINAL ACCEPTANCE OR FOR TESTING.
3. FIRE ALARM SYSTEM AND WORK SHALL BE IN COMPLIANCE WITH NFPA 72 AND GOVERNING LOCAL CODES AND
REGULATIONS.
4. RESIDENTIAL UNIT SMOKE DETECTORS ARE TO ANNUNCIATE IMMEDIATELY UPON DETECTION OF SMOKE WITHIN THE
RESIDENCE. BUILDING EVACUATION ALARM SHALL NOT BE INITIATED.
5. PROVIDE ANNUNCIATION WITHIN RESIDENTIAL UNITS (85 dBA @ 10 FT AND 75 dBA AT PILLOW) THROUGHOUT THE
RESIDENTIAL UNITS.
6. MULTIPLE SMOKE DETECTORS AND ANNUNCIATION DEVICES WITHIN RESIDENTIAL UNIT SHALL BE INTERLOCKED FOR
COMMON INDICATION OF ALARM.
7. PROVIDE WIRING PER IBC 907.9.1.4 FOR VISUAL ANNUNCIATION FOR BEDROOMS AND SLEEPING UNITS IN
STRUCTURES RATED AS R2.
FIRE ALARM NOTES:
1. EXIT AND EGRESS LIGHTING FIXTURES SHALL BE WIRED TO NEAREST LIFE SAFETY CIRCUIT SERVING SAME AREA
AND AHEAD OF SWITCHING.
2. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT ARRANGEMENT AND LOCATION OF
FIXTURES AND OTHER REQUIREMENTS.
3. LIGHTING CONTROLLED BY TIME CLOCK OR OTHER AUTOMATED CONTROL SHALL HAVE A LOCAL OVERRIDE
SWITCH.
4. AT FINAL ACCEPTANCE BY OWNER CLEAN FIXTURES AND LENS, REMOVE ANY PROTECTIVE COVERING, REPLACE
FAILED LAMPS OR BALLAST, AND PROVE BATTERY BACKUP SYSTEMS ARE FUNCTIONAL.
LIGHTING NOTES:
FLOOR RECEPTACLE. COORDINATE LOCATION WITH ARCHITECT.
CEILING FAN WITH LIGHTS/J-BOX. PROVIDE ONE SWITCH FOR FAN CONTROL AND SWITCH(ES) FOR LIGHT CONTROL.
WATER HEATER DISCONNECT.
HVAC SYSTEM DISCONNECT.
WASHER RECEPTACLE.
DRYER RECEPTACLE.
DISHWASHER, PROVIDE GFCI BREAKER AT LOAD CENTER.
REFRIGERATOR.
RANGE.
GARBAGE DISPOSAL. COORDINATE LOCATION OF DISPOSAL SWITCH WITH ARCHITECT.
USB RECEPTACLE. PROTECT WITH UPSTREAM GFCI RECEPTACLE.
SWITCH FOR UNDERCABINET LIGHTING.
LOAD CENTER, COLOR PER ARCHITECT.
COMBINATION SMOKE DETECTOR/CO DETECTOR.
EXHAUST FAN.
REFRIGERANT PIPING CHASE.
MICROWAVE
IT CABINET, COLOR PER ARCHITECT.
KEYNOTES:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
43
16
13
15
2
2
2
14 14
14
14
15
6
5
11
710
9
17 UB
UB
UB
UBUCUC
UA
UCF
UF
UE
UH
UF
UB
UB
UE
UCF
UCF
18
UH
11
1
F-A
F-A
8
UCF
UCF
F-A
14
14
9
10
11
17
8
5
6
14
13
14
16
3
4
15
7
15
7
2
2
2
11
18
UB
UB
UC
UC
UC
UH
UB
UF
UA
UB
UCF
UB UH
UF
UE
UE
1
1
1 1
F-A
1
1414
9
17 10
7
8
15
13
14
14
2
15
5 6 3
4
16
11
18
UCF
UE
UB
UF
UCF
UCF
UF
UB
UH
UB
UB
UC
UC
UA UB
UB
UH
2
2
11
1
1
11
F-A
1
F-A
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 8:22:44 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE3−05
08.14.18ELECTRICAL UNIT PLANS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
SCALE: 1/4" = 1'-0"E3-05
1 UNIT 2-A PLAN
SCALE: 1/4" = 1'-0"E3-05
2 UNIT 2-B PLAN
SCALE: 1/4" = 1'-0"E3-05
3 UNIT 2-C PLAN
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
FEC
FEFECLEVEL 1 − OFFICE LOBBY
711’ − 0"
LEVEL 2 − P2
735’ − 9"
4
LEVEL 1.5 − RES. LOBBY
715’ − 3"
3.94.955.3
HOUSE RISER
RESIDENTIAL RISER R1
RESIDENTIAL RISER R2
MSB-HOUSE
R1
R21DP
1L1T-1L1
1H1
ATS-1 ATS-2
ATS-3
T-EL1
E1L11LR
T-1LLR
1LLRZ1H1E1H1
POWER NOTES:
1. REFER TO ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS FOR EXACT PLACEMENT OF
OUTLETS, DEVICES, AND OTHER REQUIREMENTS.
2. REFER TO MECHANICAL AND PLUMBING PLANS FOR ADDITIONAL POWER REQUIREMENTS AND
LOCATIONS FOR BUILDING MANAGEMENT SYSTEM CONTROL PANELS, VAV'S POWER, CARBON
MONOXIDE DETECTOR PANELS, ETC. CONTRACTOR SHALL PROVIDE/ALLOW FOR ADDITIONAL
POWER REQUIREMENTS IN BID.
3. PROVIDE NEC REQUIRED DISCONNECTS.
4. REFER TO AUDIO VISUAL, SECURITY, INFORMATION TECHNOLOGY AND MATV DOCUMENTS FOR
ADDITIONAL REQUIREMENTS.
5. PROVIDE A SEPARATE NEUTRAL FOR EACH BRANCH CIRCUIT. DO NOT SHARE NEUTRALS.
6. 120V BRANCH CIRCUIT HOMERUNS ARE SHOWN AS INDIVIDUAL CIRCUITS. IN GENERAL, UNLESS
PROHIBITED ELSEWHERE IN CONTRACT DOCUMENTS, CONTRACTOR MAY COMBINE 120V
HOMERUNS AND SHARE NEUTRALS PROVIDED NEC REQUIREMENTS ARE MET FOR FILL AND
NUMBER OF CONDUCTOR DERATING.
7.CIRCUITS 75' OR GREATER USE #10 AWG OR NEXT LARGER SIZE.
8.FIRE SMOKE DAMPERS(FSD) ARE TO BE FAIL CLOSED. CONNECT TO NEARBY 120V LIGHTING
CIRCUIT. IF A 120V LIGHTING CIRCUIT IS NOT AVAILABLE, CONNECTO TO NEARBY RECEPTACLE
CIRCUIT. REFER TO MECHANICAL DRAWINGS FOR ALL FSD LOCATIONS.
9.REFER TO E5 SERIES DRAWINGS FOR ELECTRICAL SCHEDULES.
10.REFER TO E6 SERIES DRAWINGS FOR ELECTRICAL DETAILS.
11.REFER TO TSYS DRAWINGS FOR LOW VOLTAGE CONDUIT REQUIREMENTS.
1. WALL MOUNTED FIRE ALARM DEVICES SHALL BE INSTALLED WITH CONDUIT INTO ACCESSIBLE
CEILING SPACE.
2. FINAL FIRE ALARM INSTALLATION SHALL BE CERTIFIED BY MANUFACTURER'S FIELD
REPRESENTATIVE.
3. MAINTAIN SMOKE AND HEAT DETECTORS' DUST COVERS TO FINAL ACCEPTANCE OR FOR
TESTING.
4. FIRE ALARM SYSTEM AND WORK SHALL BE IN COMPLIANCE WITH NFPA 72 AND GOVERNING
LOCAL CODES AND REGULATIONS.
5. FIRE ALARM ANNUNCIATION DEVICES MOUNTED IN UNCONDITIONED SPACES SHALL BE
WEATHERPROOF.
FIRE ALARM NOTES:
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 8:22:52 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE3−10
08.14.18ELECTRICAL ENLARGED PLANS401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
N
SCALE: 1/4" = 1'-0"E3-10
1 BUSDUCT
N
SCALE: 1/4" = 1'-0"E3-10
2 ELECTRICAL ROOM ENLARGED PLAN
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
SYMBOL(S)DESCRIPTION NOTESMOUNT
HEIGHT
S
H
S
F
3#12, #10G 1/2"
THREE PHASE TRANSFORMER CONDUCTOR SCHEDULE (ALUMINUM*)
3 CONDUCTORS & GROUNDKVA
6 20A/3P 4#12, #8G
4 CONDUCTORS & GROUNDOCPD
20A/3P
480V PRIMARY 3PH, 3W 208V/120V SECONDARY 3PH, 4W
9 20A/3P 4#10, #8G30A/3P1/2"
3#10, #8G15 30A/3P 4#6, #8G50A/3P1/2"
1/2"
1"
3/4"
3#6, #8G30 50A/3P 100A/3P3/4"4#1, #6G 1-1/2"
45 80A/3P 150A/3P3#2, #6G 2"4#3/0, #4G
75 125A/3P 250A/3P1-1/2"3#2/0, #4G 3"4#350, #1/0G
112.5 200A/3P 400A/3P2-1/2"3#250KCMIL, #2G 4"4#700KCMIL, #3/0G
150 500A/3P250A/3P 3#350KCMIL, #2G (2) 3"(2 SETS) 4#350KCMIL, #3/0G
225 700A/3P400A/3P (2 SETS) 3#250KCMIL, #2G (2) 2"(2) 4"(2 SETS) 4#700KCMIL, #4/0G
300 1000A/3P500A/3P (3 SETS) 4#600KCMIL, #250G
500 1600A/3P1000A/3P (4) 3"(3 SETS) 3#600KCMIL, #1G (5) 4"(5 SETS) 4#600KCMIL, #400G
3#12, #10G
2-1/2"
GROUNDING
ELECTRODE
#6
#4
#1/0
#3/0
#3/0
#4/0
#250
#250
1-1/4"
(2 SETS) 3#350KCMIL, #2G
#6
#6
#6
TAG
T#P
TAG
T#S
MAX
OCPD
MAX
*
*
*
*
*
*
*
*
*
NOTE:
*COPPER CONDUCTORS TO BE USED FOR ALL CONDUCTORS LESS THAN 1/0 AWG.
CONDUIT CONDUIT
T6P
T9P
T15P
T30P
T45P
(2) 2-1/2"(3) 3-1/2"
T75P
T112P
T150P
T225P
T300P
T500P
T6S
T9S
T15S
T30S
T75S
T112S
T150S
T225S
T300S
T500S
T45S
SYMBOLS ARE SHOWN FOR REFERENCE ONLY AND MAY OR MAY NOT BE USED
ELSEWHERE IN CONSTRUCTION DOCUMENTS.
SMOKE DETECTOR
HEAT DETECTOR
DUCT DETECTOR
PULL STATION
HORN OR SPEAKER
HORN OR SPEAKER WITH STROBE
STROBE
DOOR HOLD
REMOTE RESET
FACP FIRE ALARM CONTROL PANEL
TAMPER SWITCH
WATER FLOW SWITCH
AR
AM ADDRESSABLE INPUT MODULE
ADDRESSABLE RELAY MODULE
FAAP FIRE ALARM ANNUNCIATION PANEL
R
CONTINUATION OF CIRCUIT WITH DEVICES OMITTED
FIRE PHONEF
FIRE ALARM RISER LEGEND
TAG 3 CONDUCTORS & GROUND 4 CONDUCTORS & GROUNDTAGCONDUIT CONDUIT
THREE PHASE FEEDER SCHEDULE
ALUMINUM CONDUCTORS, 75C RATING W/ GROUND WIRE
1/2"
1/2"
3/4"
1"
1-1/4"
1-1/4"
1/2"
1/2"
3/4"
1-1/4"
3#12, #12G 4#12, #12G
3#4, #8G
3#10, #10G 4#10, #10G
4#8, #10G
4#6, #8G
4#4, #8G
4#3, #6G
3#8, #10G
3#6, #8G
30N
40N
3#3, #6G
65N
85N
100N
3"
20N
2"
3"
3"
4"
(2 SETS) 3#300KCMIL, #1/0G
30
20
40
65
85
100
20A
30A
(2 SETS) 4#300KCMIL, #1/0G
50A
(2 SETS) 4#350KCMIL, #1/0G
(2 SETS) 4#400KCMIL, #2/0G
70A
(2 SETS) 4#500KCMIL, #3/0G
90A
110A
1"
1-1/4"
2"3#1/0, #4G
3#2/0, #4G
3#3/0, #4G
3#4/0, #4G
3#250KCMIL, #2G
3#300KCMIL, #2G
3#350KCMIL, #2G
3#600KCMIL, #1G
3#400KCMIL, #2G
3"3#500KCMIL, #1G
4"
3#700KCMIL, #1G
3#750KCMIL, #1G
2"
2"2"
2"
3"2"
3"
3"
3"
3"
4"
4"
(2 SETS) 3#250KCMIL, #1/0G
(2 SETS) 3#350KCMIL, #1/0G
(2 SETS) 3#500KCMIL, #3/0G (2) 3"
(2 SETS) 3#700KCMIL, #3/0G
(2 SETS) 3#400KCMIL, #2/0G
(2 SETS) 3#750KCMIL, #3/0G
(2 SETS) 3#600KCMIL, #3/0G (2) 4"
(2) 3"
(2) 3"
(2) 3"
(2) 3"
(2) 3"
(2) 4"
(2) 4"
4#2/0, #4G
4#1/0, #4G
4#3/0, #4G
4#4/0, #4G
4#250KCMIL, #2G
4#350KCMIL, #2G
4#300KCMIL, #2G
4#600KCMIL, #1G
4#400KCMIL, #2G
4#500KCMIL, #1G
4#700KCMIL, #1G
(2 SETS) 4#250KCMIL, #1/0G
4#750KCMIL, #1G
(2 SETS) 4#700KCMIL, #3/0G
(2 SETS) 4#600KCMIL, #3/0G
(3 SETS) 3#400KCMIL, #3/0G (3) 3"
(2 SETS) 4#750KCMIL, #3/0G
125A
150A
(3 SETS) 3#400KCMIL, #3/0G
175A
250A
200A
225A
350A
350A
250A
500A
600A
400A
700A
120N
700A
700A
135N
300A
400A
155N
700A
450A
180N
500A
800A
205N
230N
250N
270N
310N
340N
375N
385N
410N
500N
540N
620N
680N
750N
770N
460N
810N
120
135
155
180
205
230
250
270
310
340
375
385
410
500
540
620
680
750
770
810
460
NOTE:
*COPPER CONDUCTORS TO BE USED FOR ALL CONDUCTORS LESS THAN 1/0 AWG.
3"
3"
3"
4"
(2) 3"
(2) 3"
(2) 3"
(2) 3"
(2) 4"
(2) 4"
(2) 4"
(3) 3"
*
*
*
*
*
*
*
*
*
*
*
*
20A
30A
50A
70A
90A
110A
MAX OCPD
RATING
125A
150A
175A
250A
200A
225A
350A
350A
250A
500A
600A
400A
700A
700A
700A
300A
400A
700A
450A
500A
800A
MAX OCPD
RATING
(4 SETS) 3#400KCMIL, #4/0G (4) 3"(4 SETS) 4#350KCMIL, #4/0G1000A1000N1000(4) 3"1000A
ELECTRICAL RISER NOTES:
1. CONDUCTORS ARE COPPER UNLESS OTHERWISE NOTED.
2. ALUMINUM MAY BE SUBSTITUTED FOR COPPER, PROVIDED
CONDUCTORS ARE NOT CONNECTED TO VIBRATING EQUIPMENT,
MINIMUM CONDUCTOR SIZE IS 1/0 AWG AND NEC CONDUIT PERCENT
FILL ARE MAINTAINED. TERMINATE ALUMINUM CONDUCTORS WITH
COMPRESSION CONNECTORS.
3.
CONTRACTOR SHALL COMPLY WITH UTILITY COMPANY'S POLICIES
FOR SERVICE. CONTRACTOR SHALL PERFORM AND PAY FOR ANY
WORK (TRENCHING, PLACEMENT OF CONDUITS, ETC.) CUSTOMARILY
REQUIRED BY UTILITIES. CONTRACTOR SHALL PAY FOR ANY
ASSOCIATED COSTS AND FEES REQUIRED FOR SERVICE.
4. SEAL UNDERGROUND CONDUIT'S ENTRY INTO SWITCHBOARD AND
EQUIPMENT PER NEC 230.8 AND NEC 300.5(G). SEAL CONDUITS
PASSING THROUGH EXTERIOR WALLS (DIFFERENTIAL
TEMPERATURES) PER NEC 300.7(A).
5. SWITCHBOARD, ELECTRICAL WIRING TROUGHS, METER SOCKET
ENCLOSURES AND PANELBOARDS SHALL BE CLEARLY FIELD MARKED
TO WARN OF POTENTIAL ELECTRIC ARC FLASH HAZARDS.
6. LABEL PANELBOARDS, EQUIPMENT WITH LAMINATED PLASTIC LABELS
WITH BLACK CORE AND WHITE BACKGROUND TO INDICATE
DESIGNATED NAME AND/OR FUNCTION.
7. TAGS IN FEEDER SCHEDULE CORRESPOND TO AMPACITY OF FEEDER.
COORDINATE FEEDER SIZE WITH OVERCURRENT PROTECTION
SHOWN.
8. PRIMARY AND SECONDARY OVERCURRENT PROTECTION AND
FEEDER AND CONDUIT SIZE SHALL CORRESPOND TO TRANSFORMER
SCHEDULE.
9. ALUMINUM BUS RISER IS ACCEPTABLE PROVIDED CONTRACTOR
VERIFIES ADEQUATE CLEARANCES ARE MAINTAINED.
10. TVSS DEVICES SHALL BE FURNISHED WITH OVERCURRENT
PROTECTION.
11. PROVIDE VERTICAL SUPPORT FOR CONDUCTORS IN ACCORDANCE
WITH NEC ARTICLE 300.19.
12. SUPPORT SURFACE MOUNTED PANELS AND EQUIPMENT
ENCLOSURES IN DAMP OR WET LOCATIONS A MINIMUM OF 1/4" OFF
WALL PER NEC 312.2. PAINT EXPOSED STEEL WITH HEAVY ZINC RUST
PREVENTATIVE PAINT.
13. FOR 1200A BREAKERS AND LARGER, COMPLY WITH NEC ARTICLE
240.87.
14. CONDUIT FOR STAIR PRESSURIZATION EQUIPMENT TO BE RUN IN
STAIRWELL OR ENCASED ENCLOSURE.
15. STAIR PRESSURIZATION CIRCUITS ARE REQUIRED TO BE IN A 2 HOUR
RATED ENCLOSURE OR 2 HOUR RATED CABLE TO MOTOR.
FIRE ALARM RISER NOTES:
1. PROVIDE AN ADDRESSABLE, FULLY FUNCTIONAL, CODE COMPLIANT FIRE
ALARM SYSTEM. PROVIDE AUXILIARY MONITORING AND CONTROL
MODULES AS NEEDED. PROVIDE WIRING FOR POWER AND
COMMUNICATIONS CIRCUITS. PROVIDE RACEWAYS AND CABLING FOR
COMPLETE SYSTEM.
2. REFERENCE CONSTRUCTION DOCUMENTS FOR ADDITIONAL INFORMATION
PERTAINING TO DEVICES AND THEIR LOCATIONS.
3. ZONE ANNUNCIATION DEVICES TO MATCH SPRINKLER ZONES, SMOKE
CONTROL ZONES, AND FIRE PARTITIONS.
4. RISER DIAGRAM IS NOT INTENDED TO CONSTITUTE NOR REPLACE
CONTRACTORS WIRING DIAGRAM. RISER DIAGRAM HAS BEEN PROVIDED
TO CONVEY CONCEPTUAL INTERCONNECTIVITY. END OF LINE TERMINATION
DEVICES OR RESISTORS ARE NOT SHOWN.
5. PROVIDE SURGE SUPPRESSION FOR DEDICATED OUTSIDE PHONE LINES,
120V INPUT POWER, AND ANY OUTSIDE WIRING (e.g. CHECK VALVE TAMPER
SWITCH).
6. THE RELEASE BY MEANS OF SMOKE DETECTION OF ANY ONE DOOR IN A
STAIR ENCLOSURE SHALL RESULT IN THE CLOSING OF ALL DOORS
SERVING THAT STAIR.
7. DUCT DETECTORS SHALL BE PROVIDED IN ACCORDANCE WITH THE
INTERNATIONAL MECHANICAL CODE SECTION 606.
8. PROVIDE DETECTORS FOR SMOKE DAMPERS IN ACCORDANCE WITH
INTERNATIONAL MECHANICAL CODE SECTION 607.
GROUP METERING RISER NOTES:
1. GROUP METERING EQUIPMENT SHALL BE NEMA 1 RATED WITH
LOCKABLE BREAKER COMPARTMENT COVERS AND APPROVED
FOR LOCAL UTILITY.
2. METER SOCKET ENCLOSURES SHALL BE LABELED BOTH ON
EXTERIOR METER SOCKET COVER AND INTERIOR OF METER
SOCKET (NOT ON COVER INTERIOR). LABELS SHALL BE
LAMINATED PLASTIC WITH BLACK CORE AND WHITE
BACKGROUND WHICH CLEARLY IDENTIFY SPACE SERVED.
SWITCHBOARD AND PANELBOARD NOTES:
1. PANELS ARE TO HAVE LOCKABLE DOORS.
2. PANEL LUGS AND BREAKERS SHALL BE RATED FOR 75 DEGREE
C. TERMINATION.
3. PROVIDE LOCK-ON DEVICES FOR EMERGENCY SYSTEMS, SUCH
AS FIRE ALARM, DEDICATED STAIRWELL AND CORRIDOR
LIGHTING.
4. PROVIDE TYPED (HAND WRITTEN IS NOT ACCEPTABLE)
PANELBOARD SCHEDULES. PROVIDE UNIQUE CIRCUIT
DESCRIPTIONS IN COMPLIANCE WITH NEC ARTICLE 408.4.
5. PROVIDE GROUND FAULT CIRCUIT INTERRUPTERS FOR
SWIMMING POOL IN ACCORDANCE WITH NEC ARTICLE 680.
BUSWAY NOTES:
1. BUSWAY SHALL BE INSTALLED TO FULLY COMPLY WITH NEC
ARTICLE 368.10. ENSURE JOINTS AND FITTINGS ARE
ACCESSIBLE FOR MAINTENANCE.
2. PROVIDE EXPANSION FITTINGS WHERE BUSWAY
TRANSVERSES EXPANSION JOINTS AND AT LENGTHS AS PER
MANUFACTURER'S RECOMMENDATIONS. EXPANSION FITTING
LOCATIONS SHALL BE SELECTED TO PREVENT REDUCTION IN
BUS-PLUGS. BUSWAY SUBMITTAL SHALL INCLUDE PROPOSED
LOCATIONS OF EXPANSION FITTING FOR ENGINEER/ARCHITECT
APPROVAL.
3. EQUALIZE WEIGHT DISTRIBUTION OF VERTICAL SECTIONS
BETWEEN FLOORS.
4. BUSWAY SHALL BE INSTALLED TO OPTIMIZE NUMBER OF
USEABLE BUS-PLUGS PER FLOOR. A MINIMUM OF TWO PER
FLOOR IS REQUIRED UNLESS INDICATED OTHERWISE WITHIN
DOCUMENTS.
5. BUSWAY SHALL BE LABELED AT EACH FLOOR TO INDICATE
VOLTAGE, AMPACITY AND RISER NAME. BUS-PLUGS SHALL BE
LABELED TO INDICATE THE LOAD SERVED AND OVERCURRENT
PROTECTION RATING.
6. ALUMINUM BUS RISER IS ACCEPTABLE PROVIDED
CONTRACTOR VERIFIES ADEQUATE CLEARANCES ARE
MAINTAINED.
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 8:22:54 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE4−01
08.14.18ELECTRICAL RISER DIAGRAM401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
TVSS TVSS
TVSS
TVSS
TVSS
TVSS
TVSS
TVSS
TVSS
TVSS
TVSS
TVSS
TVSS
#3/0
MCB: 400
#1/0
MCB: 400
BUSSMAN POWER CONTROL
MODULE(S) OR EQUIVALENT
#3/0
MCB: 400
#3/0
MCB: 400
#3/0
MCB: 400
#3/0
MCB: 400
#3/0
MCB: 400
#3/0
MCB: 400
#4
MCB: 150
#4
MCB: 150
#4
MCB: 150
#4
MCB: 150
#1/0
MCB: 100
FUSEDPANEL
#3/0
#1/0
MCB: 50
MCB: 50
(PARKING DECK) LEVEL 2
(GROUND FLOOR) LEVEL 1
(PARKING DECK) LEVEL 3
(PARKING DECK) LEVEL 4
(PARKING DECK) LEVEL 5
(PARKING DECK) LEVEL 6
(PARKING DECK) LEVEL 7
(PARKING DECK) LEVEL 8
(OFFICE) LEVEL 9
(OFFICE) LEVEL 10
(OFFICE) LEVEL 11
(OFFICE) LEVEL 12
(OFFICE) LEVEL 14
(OFFICE) LEVEL 15
(OFFICE) LEVEL 16
3000A/2500A
N
#3/0
3000A/3000A
#3/0
RESIDENTIAL
R1
N
RESIDENTIAL
R2
PANEL9H1400A
PANEL10H1400A
PANEL11H1400A
PANEL12H1400A
PANEL14H1400A
PANEL15H1400A
PANEL16H1400A
PANEL16L1A400A
T-16L1A
480V-208/120V
150KVA
PANEL16L1A400A
PANEL16L1A400A
MSB-HOUSE
480V
5000A
M
FIRE
PUMP
250HP
FIRE PUMP
CONTROLLER
WITH
INTEGRAL
DISCONNECT
N
#1/0375N M
JOCKEY PUMP
5HP
SERVICE VOLTAGE: 480V
LOCKED ROTOR CURRENT: XXA 20NMAIN BREAKER
COMPARTMENT
N
#3/0
800A 400A 400A 5000A
480V UTILITYTRANSFORMER 208V UTILITYTRANSFORMER
GEN
480 VOLT
750KW
#3/0 500A
400A
400A
800A
PARKING DECK ELEVATOR
LEGALLY REQUIRED WIRING TROUGH
PANEL6H1400A
PANEL1H1
800A
PANEL3H1400A
PANEL8H1400A
800A
T-1L1
480V-208/120V
112.5KVA
T1125P
PANEL
1L1
400A
PANEL
E3H1225A
PANELE6H1
225A
PANELE9H1225A
PANELE12H1225A
PANELE16H1225A
PANELZ1H1
400A
STUB-OUT
CONDUITS TO
RETAIL SPACE
400A/400
(2)4"C
RETAIL 1
PROVIDE STAND-OFF STRUCTURE FROM WALL
FOR INSTALLATION OF METERS AND DISCONNECT
SWITCHES TO EXTEND DEVICES WITHIN 6" OF EDGE
OF WIRING TROUGH TO COMPLY WITH NEC ARTICLE
110.26.A(3)
(PARKING DECK) LEVEL 2
(PARKING DECK) LEVEL 3
(PARKING DECK) LEVEL 4
(PARKING DECK) LEVEL 5
(PARKING DECK) LEVEL 6
(PARKING DECK) LEVEL 7
(PARKING DECK) LEVEL 8
(OFFICE) LEVEL 9
(OFFICE) LEVEL 10
(OFFICE) LEVEL 11
(OFFICE) LEVEL 12
(OFFICE) LEVEL 14
(OFFICE) LEVEL 15
(OFFICE) LEVEL 16
CIRCUITS ROUTED IN RATED ENCLOSURE OR ELEVATOR SHAFTPANEL15L1A400A
T-15L1A
480V-208/120V
150KVA
PANEL15L1B400A
PANEL15L1C400A
PANEL14L1A400A
T-14L1A
480V-208/120V
150KVA
PANEL14L1B400A
PANEL14L1C400A
PANEL12L1A400A
T-12L1A
480V-208/120V
150KVA
PANEL12L1B400A
PANEL12L1C400A
PANEL9L1A400A
T-9L1A
480V-208/120V
150KVA
PANEL9L1B400A
PANEL9L1C400A
T112P T112S
375N
375N
385N
PANEL10L1A400A
T-10L1A
480V-208/120V
150KVA
PANEL10L1B400A
PANEL10L1C400A
PANEL11L1A400A
T-11L1A
480V-208/120V
150KVA
PANEL11L1B400A
PANEL11L1C400A
LEGALLY
REQ. 800A
ATS-2
4-POLE
EMERGENCY
400A ATS-1
4-POLE
OPTIONAL
400A ATS-3
4-POLE
M
F-08-02
30/20
20/
10
STAIR
PRESSURIZATION
T-3L1
480V-208/120V
45KVA
T45P
PANEL3L1225A
T-6L1
480V-208/120V
45KVA
PANEL6L1225A
T-8L1
480V-208/120V
45KVA
PANEL8L1225A
PANELE1H1
225A
T-E1L1
480V-208/120V
45KVA
T45P
PANEL
E1L1
225A
T45S
T112.ST45S
(15 SETS)#700 KCMIL, 4"C
(10 SETS)-#700 KCMIL, 4"C
4-#700 KCMIL, 4"C
(10 SETS)-#700 KCMIL, 4"C
400/3/400
M
F-2-02
30/20
400/3/400
400/3/400
400/3/400
400/3/400
400/3/400
230N230N230N230N230N230NCT
CABINET
480V
TERMINATION
CABINET
208V
TERMINATION
CABINET
BY UTILITY BY UTILITY
(2 SETS)4-#300 KCMIL, 4"C385N810N410N410N410N60/
45
375N
375N
385N
375N
375N
385N
375N
375N
385N
375N
375N
385N
375N
375N
385N
375N
375N
385N
PANEL
1DP
100A
LIGHTING
PANEL
METER
CT
CABINET
CT CABINET IS 60" X 60"
MAXIMUM OF 7 SETS
OF CABLES
METER
CT CABINET5000A-CU BUSPANEL1HTV
225A
200A180NT-1LTV
480V-208/120V
30KVA
T30P
PANEL
1LTV
100A
T30S 100NT45PT45S
T45PT45S
T112P T112S
T112P T112S
T112P T112S
T112P T112S
T112P T112S
PANEL7LLR100A
PANELLR
800A
T-7LLR
480V-208/120V
15KVA
T15P T15S
30/
30 CIRCUITS ROUTED IN RATED ENCLOSURE OR ELEVATOR SHAFTT-1LLR
480V-208/120V
15KVA
T15P
PANEL
1LLR
100A
T15S
PANEL
1L3
100A
100N810N385N385NCIRCUITS ROUTED IN RATED ENCLOSURE OR STAIRWELLCIRCUITS ROUTED IN RATED ENCLOSURE OR STAIRWELLCIRCUITS ROUTED IN RATED ENCLOSURE OR STAIRWELL400A
STAIR
PRESSURIZATION
460N 310N85N40N100N30N65N(2) 4" CONDUITS30NPANEL
1L3
400A
PANELE10L1100A
PANELE14L1100A
120N120Nc
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 10:51:14 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE4−02
08.14.18ELECTRICAL RISER DIAGRAM401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
SCALE: 1" = 1'-0"E4-02
1 ELECTRICAL RISER DIAGRAM
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
TVSS
TVSS
TVSS
TVSS
TVSS
#1/0
MCB: 100
#1/0
BUSSMAN POWER CONTROL
MODULES OR EQUIVALENT
MCB: 150
MCB: 150
MCB: 150
#4
MCB: 150
MCB: 225
MCB: 225
MCB: 150
(9 UNITS)
(17 UNITS)
(17 UNITS)
(17 UNITS)
(17 UNITS)
(17 UNITS)
(17 UNITS)
(17 UNITS)
(17 UNITS)
(17 UNITS)
(17 UNITS)
(17 UNITS)
#1/0
#4
#4
#4
#4
FUSEDPANEL
(INTERSTITIAL) LEVEL 17
(RESIDENTIAL) LEVEL 18
(RESIDENTIAL) LEVEL 19
(RESIDENTIAL) LEVEL 20
(RESIDENTIAL) LEVEL 21
(RESIDENTIAL) LEVEL 22
(RESIDENTIAL) LEVEL 23
(RESIDENTIAL) LEVEL 24
(RESIDENTIAL) LEVEL 25
(RESIDENTIAL) LEVEL 26
(RESIDENTIAL) LEVEL 27
(RESIDENTIAL) LEVEL 28
(RESIDENTIAL) LEVEL 29
ROOF
400A
MCB
800A
MCB
800A
MCB
800A
MCB
800A
MCB
800A
MCB
800A
MCB
800A
MCB
800A
MCB
800A
MCB
800A
MCB
800A
MCB
PANELE22L1100A
PANELE25L1100A
PANELE28L1100A
PANEL
E19H1
225A
T-E19L1
480V-208/120V
30KVA
T30P
PANELE19L1100A
PANEL17H1800A
(INTERSTITIAL) LEVEL 17
(RESIDENTIAL) LEVEL 18
(RESIDENTIAL) LEVEL 19
(RESIDENTIAL) LEVEL 20
(RESIDENTIAL) LEVEL 21
(RESIDENTIAL) LEVEL 22
(RESIDENTIAL) LEVEL 23
(RESIDENTIAL) LEVEL 24
(RESIDENTIAL) LEVEL 25
(RESIDENTIAL) LEVEL 26
(RESIDENTIAL) LEVEL 27
(RESIDENTIAL) LEVEL 28
(RESIDENTIAL) LEVEL 29
ROOF
PANEL19H1400A
PANEL22H1400A
PANEL25H1400A
PANEL28H1400A
T-L17AM1
480V-208/120V
75KVA
PANEL
LAM1
225A
T45P
M
F-R-01
M
F-R-02
STAIR
PRESSURIZATION
30/20 30/20 M
200/150
OAU-1
OUTSIDE
AIR UNITS
M
100/70
CT-1
COOLING
TOWER
M
F-17-01
30/20
800/3/800
M
200/150
T-28L1
480V-208/120V
45KVA
T45P
PANEL28L1225A
T-25L1
480V-208/120V
45KVA
T45P
PANEL25L1225A
T-22L1
480V-208/120V
45KVA
T45P
PANEL22L1225A
T-19L1
480V-208/120V
45KVA
T45P
PANEL19L1225A
60/
60
T30S
T45S
T45S
T45S
T45S
T75S
400/
225
PANEL
LAM2
225A
205N
STAIR
PRESSURIZATION
T-17LP1
480V-208/120V
75KVA
PANEL
17LP1225A
T45PT75S
PANEL30H1800A
T-30L1
480V-208/120V
45KVA
T45P
PANEL30L1225A
T45S
120N120N1000N410N410N410N410N205N230NRESIDENTIAL RISER-R1RESIDENTIAL RISER-R2120NPANEL
17LLR
100A
T-17LLR
480V-208/120V
15KVA
#3/0
T15P T15S
PANEL
30LLR100A
T-30LLR
480V-208/120V
15KVA
#3/0
T15P T15S
MCB: 50
MCB: 50
30/
30
CIRCUITS ROUTED IN RATED ENCLOSURE OR ELEVATOR SHAFTCIRCUITS ROUTED IN RATED ENCLOSURE OR STAIRWELLCIRCUITS ROUTED IN RATED ENCLOSURE OR STAIRWELLOFFICE ELEVATOR
LEGALLY REQUIRED WIRING TROUGHRESIDENTIAL CAR 1RESIDENTIAL CAR 2RESIDENTIAL CAR 360/
60
60/
60
M
200/150
OAU-2
M
60/35
M
SUPPLY FAN
MOTOR
20/20
M
200/125
M
20/20
ERU-01
270NPANEL30H2800A
810N
PANEL
17LR
400A
HEATERS
HEAT WHEEL
MOTOR
RETURN AIR
FANS
SUPPLY FAN
MOTOR110N110N
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 10:51:15 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE4−03
08.14.18ELECTRICAL RISER DIAGRAM401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
SCALE: N.T.S.E4-03
1 ELECTRICAL RISER DIAGRAM
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
S
H
H
SS
S
S
S SSSSSHSS SS
S S
SS
S SS
S
S
S
S
S
S
S
S
S SSSS SS
AM
APARTMENT
SMOKE
ALARM
AM
APARTMENT
SMOKE
ALARM
AM
APARTMENT
SMOKE
ALARM
VOICE ANNOUNCEMENT (AS REQUIRED)
ELEVATOR LOBBY
ELEVATOR LOBBY
ELEVATOR LOBBY
AM
TAMPER
SWITCH
ELEV.
VALVE
ELEVATOR
PIT
ELEVATOR LOBBY
ELEVATOR
LOBBY
ELEVATOR CAB
ELEVATOR LOBBY
ELEVATOR LOBBYELEVATOR LOBBY
LA
TAMPER
SWITCH
AM
TAMPER
SWITCH
AM
DRY
SPRINKLER
RISER
PRESSURE
SWITCH
AM AM
TAMPER
SWITCH
FLOW
SWITCH
AM
WET
SPRINKLER
RISER
AM
TAMPER
SWITCH
FLOW
SWITCH
AM
AM
TAMPER
SWITCH
FLOW
SWITCH
AM
AM
TAMPER
SWITCH
FLOW
SWITCH
AM
AM
TAMPER
SWITCH
FLOW
SWITCH
AM
AM
TAMPER
SWITCH
FLOW
SWITCH
AM
TAMPER SWITCH
DOUBLE
DECTECTOR CHECK
VALVE OR POST
INDICATING VALVE IF
OUTDOOR PROVIDE
WET RATED
AM
TAMPER SWITCH
AM
TAMPER SWITCH
PHASE
REVERSAL
AM
FAIL
AM
RUN
AM
FIRE PUMP
POWER
AM
ELEVATOR EQUIPMENT ROOM
AR
STAIR PRESSURIZATION FAN
(LOCATED @ LEVELS 2, 8, 17 AND ROOF)
ROOF TOP UNIT
START
/STOP
AM
FAIL
AM
RUN
AM
GENERATOR
APRARTMENT LOBBY
OFFICE LOBBY
LEVEL 1
F
F
F
F
F
FACP
WITH
INTEGRAL
TVSS
TO 120V CIRCUIT BREAKER
WITH LOCK-ON PROVISIONS
AUTODIALER OR OFF SITE
MONITORING TELEPHONE CIRCUIT
TO PUBLIC ADDRESS AND
SOUND SYSTEM MUTE INPUT.
AR
DOOR
HOLDS
TYPICAL RESIDENTIAL FLOOR
LEVEL 1
LEVEL 2
LEVEL 3
RESIDENTIAL
LEVEL X
ROOF
(SIMILAR TO TYPICAL FLOOR)
AR
HORN/SPEAKER
STROBE
DUCT DETECTORS
FAN
SHUTDOWN
REMOTE
TEST
SWITCH R
AM
FAAP
AREA DETECTOR
WP AT FDC
SUPPLY DUCT
DETECTOR
FAN
SHUTDOWN
REMOTE
TEST
SWITCH
R
LEVEL 2
LEVEL 3
ROOF
(SIMILAR TO TYPICAL FLOOR)
REMOTE
TEST
SWITCH
R
FAN
SHUTDOWN
RETURN DUCT
DETECTOR
AREA DETECTOR AREA DETECTOR
DOOR
HOLDS SMOKE DAMPER M SMOKE
DAMPERM
REMOTE
TEST
SWITCH
R
AR
DOOR
HOLDS
AR
DOOR
HOLDS
SMOKE CONTROL
PANEL FOR STAIRS
WITH SMOKE
CONTROL
MONITORING
HORN/SPEAKER
STROBEHORN/SPEAKER
STROBE
HORN/SPEAKER
STROBE
AM
J
FAN
SAIL
SWITCH
FIRST RESPONDER TWO - WAY
COMMUNICATION IS PROVIDED BY TWO - WAY
RADIO
HORN/SPEAKER
STROBE
HORN/SPEAKER
STROBE
PROVIDE MAIN FACP IN FIRE COMMAND CENTER AND
SATELLITE FACPs AT INTERSTITIAL LEVEL
(ONE DEDICATED TO OFFICE AND ONE TO APARTMENTS)
FAAP
OFFICE
LEVEL X
RESIDENTIAL
LEVEL X
OFFICE
LEVEL X
SMOKE DAMPER M
TYPICAL OFFICE FLOOR
AR
DOOR
HOLDS
AREA DETECTOR AREA DETECTOR AREA DETECTOR
AR
DOOR
HOLDS
SMOKE DAMPER M
HORN/SPEAKER
STROBE
HORN/SPEAKER
STROBE
HORN/SPEAKER
STROBE
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 10:51:16 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE4−04
08.14.18TYPICAL FIRE ALARM RISER401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
SCALE: N.T.S.E4-04
1 TYPICAL FIRE ALARM RISER
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
LEVEL 18 − AMENITY − R1
923’ − 10"
LEVEL 19 − R2
935’ − 10"
LEVEL 20 − R3
946’ − 0"
LEVEL 21 − R4
956’ − 2"
LEVEL 22 − R5
966’ − 4"
LEVEL 23 − R6
976’ − 6"
LEVEL 24 − R7
986’ − 8"
LEVEL 25 − R8
996’ − 10"
LEVEL 26 − R9
1007’ − 0"
LEVEL 27 − R10
1017’ − 2"
LEVEL 28 − R11
1027’ − 4"
LEVEL 29 − R12
1037’ − 6"
LEVEL 30 − ROOF
1049’ − 6"
A-LEVEL 18 -
AMENITY - R1
923' - 10"
A-LEVEL 19 - R2
935' - 10"
A-LEVEL 20 - R3
946' - 0"
A-LEVEL 21 - R4
956' - 2"
A-LEVEL 22 - R5
966' - 4"
A-LEVEL 23 - R6
976' - 6"
A-LEVEL 24 - R7
986' - 8"
A-LEVEL 25 - R8
996' - 10"
A-LEVEL 26 - R9
1007' - 0"
A-LEVEL 27 - R10
1017' - 2"
A-LEVEL 28 - R11
1027' - 4"
A-LEVEL 29 - R12
1037' - 6"
A-LEVEL 30 - ROOF
PLAN
1049' - 6"
LEVEL R3
949' - 9"
LEVEL R3
949' - 9"
LEVEL R3
949' - 9"
1
E4-05A
LEVEL 1 − OFFICE LOBBY
711’ − 0"
LEVEL 2 − P2
735’ − 9"
LEVEL 3 − P3
746’ − 9"
LEVEL 4 − P4
757’ − 9"
LEVEL 5 − P5
768’ − 1"
LEVEL 6 − P6
778’ − 1"
LEVEL 7 − P7
788’ − 1"
LEVEL 8 − P8
798’ − 1"
LEVEL 9 − O1
811’ − 3"
LEVEL 10 − O2
825’ − 6"
LEVEL 11 − O3
839’ − 9"
LEVEL 12 − O4
854’ − 0"
LEVEL 14 − O5
868’ − 3"
LEVEL 15 − O6
882’ − 6"
LEVEL 16 − O7
896’ − 9"
LEVEL 17 − INT
915’ − 1"
LEVEL 18 − AMENITY − R1
923’ − 10"
LEVEL 1.5 − RES. LOBBY
715’ − 3"
A-LEVEL 1 -
OFFICE LOBBY
711' - 0"
A-LEVEL 2 - P2
735' - 9"
A-LEVEL 3 - P3
746' - 9"
A-LEVEL 4 - P4
757' - 9"
A-LEVEL 5 - P5
768' - 1"
A-LEVEL 6 - P6
778' - 1"
A-LEVEL 7 - P7
788' - 1"
A-LEVEL 8 - P8
798' - 1"
A-LEVEL 8 - P9
805' - 0"
A-LEVEL 9 - O1
811' - 3"
A-LEVEL 10 - O2
825' - 6"
A-LEVEL 11 - O3
839' - 9"
A-LEVEL 12 - O4
854' - 0"
A-LEVEL 14 - O5
868' - 3"
A-LEVEL 15 - O6
882' - 6"
A-LEVEL 16 - O7
896' - 9"
A-LEVEL 17 - INT
915' - 1"
A-LEVEL 18 -
AMENITY - R1
923' - 10"
2
E4-05A LEVEL R3
949' - 9"
A-LEVEL 1.5 - RES.
LOBBY
715' - 3"
STW
E1H1 - 11
STW
E1H1 - 10
STW
E1H1 - 10
STW
E1H1 - 11
STW
E1H1 - 11
STW
E1H1 - 11
STW
E1H1 - 11
STW
E1H1 - 11
STW
E1H1 - 11
STW
E1H1 - 11
STW
E1H1 - 11
STW
E1H1 - 11
STW
E1H1 - 11
STW
E1H1 - 11
STW
E1H1 - 11
STW
E1H1 - 10
STW
E1H1 - 10
STW
E1H1 - 10
STW
E1H1 - 10
STW
E1H1 - 10
STW
E1H1 - 10
STW
E1H1 - 10
STW
E1H1 - 11
STW
E1H1 - 10STW
E1H1 - 10
STW
E1H1 - 10
STW
E1H1 - 10
STW
E1H1 - 10
STW
E1H1 - 10
STW
E1H1 - 10
STW
E1H1 - 10
STW
E1H1 - 10
STW
E1H1 - 11
STW
E1H1 - 11
STW
E1H1 - 11
STW
E1H1 - 10
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:10:29 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE4−05A
08.14.18LIGHTING STAIRWELL RISER401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
SCALE: 1/8" = 1'-0"E4-05A
2 STAIR #1-LEVEL 19 TO LEVEL 29
N
SCALE: 1/8" = 1'-0"E4-05A
1 STAIR #1-LEVEL 1 TO LEVEL 18
Date Issue/Revision
LEVEL 17 − INT
915’ − 1"
LEVEL 18 − AMENITY − R1
923’ − 10"
LEVEL 19 − R2
935’ − 10"
LEVEL 20 − R3
946’ − 0"
LEVEL 21 − R4
956’ − 2"
LEVEL 22 − R5
966’ − 4"
LEVEL 23 − R6
976’ − 6"
LEVEL 24 − R7
986’ − 8"
LEVEL 25 − R8
996’ − 10"
LEVEL 26 − R9
1007’ − 0"
LEVEL 27 − R10
1017’ − 2"
LEVEL 28 − R11
1027’ − 4"
LEVEL 29 − R12
1037’ − 6"
A-LEVEL 17 - INT
915' - 1"
A-LEVEL 18 -
AMENITY - R1
923' - 10"
A-LEVEL 19 - R2
935' - 10"
A-LEVEL 20 - R3
946' - 0"
A-LEVEL 21 - R4
956' - 2"
A-LEVEL 22 - R5
966' - 4"
A-LEVEL 23 - R6
976' - 6"
A-LEVEL 24 - R7
986' - 8"
A-LEVEL 25 - R8
996' - 10"
A-LEVEL 26 - R9
1007' - 0"
A-LEVEL 27 - R10
1017' - 2"
A-LEVEL 28 - R11
1027' - 4"
A-LEVEL 29 - R12
1037' - 6"
LEVEL R2
935' - 9 31/32"
LEVEL R3
945' - 11 31/32"
R2 LEVEL
939' - 7"
R3 LEVEL
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R1
927' - 7"
LEVEL R2
939' - 7"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
1041' - 3"
LEVEL R3
1052' - 7"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
1041' - 3"
LEVEL R3
1052' - 7"
LEVEL R2
1041' - 3"
LEVEL R3
1051' - 5"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
R2 LEVEL
939' - 7"
R3 LEVEL
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
R2 LEVEL
939' - 7"
R3 LEVEL
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
935' - 9 31/32"
LEVEL R3
945' - 11 31/32"
LEVEL R2
935' - 9 31/32"
LEVEL R3
945' - 11 31/32"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
939' - 7"
LEVEL R3
949' - 9"
LEVEL R2
1041' - 2 31/32"
LEVEL R3
1051' - 4 31/32"
LEVEL 2 − P2
735’ − 9"
LEVEL 3 − P3
746’ − 9"
LEVEL 4 − P4
757’ − 9"
LEVEL 5 − P5
768’ − 1"
LEVEL 6 − P6
778’ − 1"
LEVEL 7 − P7
788’ − 1"
LEVEL 8 − P8
798’ − 1"
A-LEVEL 2 - P2
735' - 9"
A-LEVEL 3 - P3
746' - 9"
A-LEVEL 4 - P4
757' - 9"
A-LEVEL 5 - P5
768' - 1"
A-LEVEL 6 - P6
778' - 1"
A-LEVEL 7 - P7
788' - 1"
A-LEVEL 8 - P8
798' - 1"
A-LEVEL 8 - P9
805' - 0"
LEVEL 2 − P2
735’ − 9"
2
2.3
A-LEVEL 2 - P2
735' - 9"
4
E4-05B
LEVEL 1 − OFFICE LOBBY
711’ − 0"
LEVEL 2 − P2
735’ − 9"
B
LEVEL 1.5 − RES. LOBBY
715’ − 3"
A.6.1 A.3B.1
A-LEVEL 1 -
OFFICE LOBBY
711' - 0"
A-LEVEL 2 - P2
735' - 9"
A-LEVEL 1.5 - RES.
LOBBY
715' - 3"
2
E4-05B
3
E4-05B
LEVEL 9 − O1
811’ − 3"
LEVEL 10 − O2
825’ − 6"
LEVEL 11 − O3
839’ − 9"
LEVEL 12 − O4
854’ − 0"
LEVEL 14 − O5
868’ − 3"
LEVEL 15 − O6
882’ − 6"
LEVEL 16 − O7
896’ − 9"
LEVEL 17 − INT
915’ − 1"
A-LEVEL 9 - O1
811' - 3"
A-LEVEL 10 - O2
825' - 6"
A-LEVEL 11 - O3
839' - 9"
A-LEVEL 12 - O4
854' - 0"
A-LEVEL 14 - O5
868' - 3"
A-LEVEL 15 - O6
882' - 6"
A-LEVEL 16 - O7
896' - 9"
A-LEVEL 17 - INT
915' - 1"
LEVEL 8 − P8
798’ − 1"
LEVEL 9 − O1
811’ − 3"
LEVEL 10 − O2
825’ − 6"
A-LEVEL 8 - P8
798' - 1"
A-LEVEL 8 - P9
805' - 0"
A-LEVEL 9 - O1
811' - 3"
A-LEVEL 10 - O2
825' - 6"
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:10:56 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE4−05B
08.14.18LIGHTING STAIRWELL RISER401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
SCALE: 1/8" = 1'-0"E4-05B
1 STAIR #2
SCALE: 1/8" = 1'-0"E4-05B
2 STAIR #2-LEVEL 1 TO LEVEL 9
SCALE: 1/8" = 1'-0"E4-05B
3 STAIR #2-LEVEL 1 TO LEVEL 9
Date Issue/Revision
SCALE: 1/8" = 1'-0"E4-05B
4 STAIR #2-LEVEL 1 TO LEVEL 9
SCALE: 1/8" = 1'-0"E4-05B
5 STAIR #2-LEVEL 9 TO LEVEL 17
SCALE: 1/8" = 1'-0"E4-05B
6 STAIR #2-LEVEL 8 TO LEVEL 10
POWER NOTES:
1. CONTRACTOR TO COORDINATE POWER REQUIREMENTS WITH EQUIPMENT SELECTED.
2. REFER TO MECHANICAL AND PLUMBING PLANS FOR ADDITIONAL POWER REQUIREMENTS AND
LOCATIONS FOR BUILDING MANAGEMENT SYSTEM CONTROL PANELS, PIU POWER, VAV'S POWER,
CARBON MONOXIDE DETECTOR PANELS, ETC. CONTRACTOR SHALL PROVIDE/ALLOW FOR
ADDITIONAL POWER REQUIREMENTS IN BID.
3. VERIFY IF EQUIPMENT IS SUPPLIED WITH INTEGRAL DISCONNECTS. IF EQUIPMENT IS NOT
PROVIDED WITH INTEGRAL DISCONNECTS, PROVIDE NEC REQUIRED DISCONNECTS.
PROVIDE LINE VOLTAGE THERMOSTAT REFER TO MECHANICAL DRAWINGS FOR LOCATIONS.
EQUIPMENT HAS MULTIPLE CONNECTIONS. REFER TO MECHANICAL DRAWINGS AND
MANUFACTURER'S SPECIFICATIONS FOR ADDITIONAL INFORMATION.
KEYNOTES:
1
2
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 8:27:40 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE5−00A
08.14.18ELECTRICAL SCHEDULES401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
BOOSTER PUMPS
EQUP. TAG DESCRIPTION LOCATION SERVES HP kW FLA MCA MOCP V/P
BP-1 OFFICE BOOSTER PUMP PUMP ROOM OFFICE 3 X 15 55 59.5 82 460/3
BP-2 RES. BOOSTER PUMP PUMP RESIDENTIAL 3 X 20 77.8 84.2 116.2 460/3
COMPRESSORS
EQUP. TAG DESCRIPTION LOCATION ~SERVES HP kW FLA MCA MOCP V/P
COMP-1 COMPRESSOR DRY VALVE ROOM FIRE SYSTEM 1/3 3.2 208/1
COMP-2 COMPRESSOR PUMP ROOM 1ST FLOOR DRY SPRINKLER 1/6 5 115/1
COOLING TOWER
EQUP. TAG DESCRIPTION LOCATION ~SERVES HP kW FLA MCA MOCP V/P
CT-01 COOL TOWER ROOF OFFICE COOLING TWO (2) AT 20 FOUR (4) AT 4.0 480/3
DUCTLESS SPLIT CONDENSING UNIT
EQUP. TAG DESCRIPTION LOCATION SERVES HP kW FLA MCA MOCP V/P
DCU-01-01 DUCTLESS CONDENSING UNIT P2 SW CORNER MAIN ELECTRICAL ROOM 15 208/1
DCU-01-02 DUCTLESS CONDENSING UNIT P2 SW CORNER MAINTENANCE ROOM 25 208/1
DCU-01-03 DUCTLESS CONDENSING UNIT P2 NW CORNER FIRE COMMAND CENTER 15 208/1
DCU-03-02 DUCTLESS CONDENSING UNIT P3 SE CORNER PARKING ELECTRICAL ROOM 15 208/1
DCU-06-02 DUCTLESS CONDENSING UNIT P6 SE CORNER PARKING ELECTRICAL ROOM 15 208/1
DCU-07-02 DUCTLESS CONDENSING UNIT P8 PLAN SE CORNER DOG WASH 15 208/1
DCU-07-03 DUCTLESS CONDENSING UNIT P7 PLAN NW CORNER GARAGE ELEVATOR MACH SHAFT 15 208/1
DCU-08-02 DUCTLESS CONDENSING UNIT P8 PLAN SE CORNER PARKING ELECTRICAL ROOM 15 208/1
DCU-17-01 DUCTLESS CONDENSING UNIT ROOF OFFICE ELEVATOR MACH SHAFT 14.1 25 208/1
DCU-17-02 DUCTLESS CONDENSING UNIT ROOF OFFICE ELEVATOR MACH SHAFT 14.1 25 208/1
DCU-R-01 DUCTLESS CONDENSING UNIT ROOF APART ELEVATOR MACH SHAFT 25 208/1
DCU-R-02 DUCTLESS CONDENSING UNIT ROOF APART ELEVATOR MACH SHAFT 15 208/1
DCU-XX-01 DUCTLESS CONDENSING UNIT P3(2), P4, P5, P6, P8(2) PLAN SE CORNER (7 TOTAL) RESID ELEV LOBBY 2 THRU 8 (7 TOTAL)15 208/1
DUCTLESS SPLIT FAN COIL UNIT
EQUP. TAG DESCRIPTION LOCATION ~SERVES HP kW FLA MCA MOCP V/P
DFCU-01-01 DUCTLESS SPLIT INDOOR UNIT LEVEL 1 MAIN ELECTRICAL ROOM FROM OUTDOOR UNIT
DFCU-01-02 DUCTLESS SPLIT INDOOR UNIT LEVEL 1 TELECOM ROOM FROM OUTDOOR UNIT
DFCU-01-03 DUCTLESS SPLIT INDOOR UNIT LEVEL 1 FIRE COMMAND CENTER FROM OUTDOOR UNIT
DFCU-03-02 DUCTLESS SPLIT INDOOR UNIT P3 ELECTRICAL ROOM PARKING DECK FROM OUTDOOR UNIT
DFCU-06-02 DUCTLESS SPLIT INDOOR UNIT P6 ELECTRICAL ROOM PARKING DECK FROM OUTDOOR UNIT
DFCU-07-02 DUCTLESS SPLIT INDOOR UNIT P8 PLAN SE CORNER DOG WASH FROM OUTDOOR UNIT
DFCU-07-03 DUCTLESS SPLIT INDOOR UNIT P8 PLAN NW CORNER GARAGE ELEVATOR MACH SHAFT FROM OUTDOOR UNIT
DFCU-08-02 DUCTLESS SPLIT INDOOR UNIT P8 PLAN SE CORNER ELECTRICAL ROOM PARKING DECK FROM OUTDOOR UNIT
DFCU-17-01 DUCTLESS SPLIT INDOOR UNIT INTERSTITIAL OFFICE ELEVATOR MACH SHAFT NOMINAL 0.48 1 15 208/1
DFCU-17-02 DUCTLESS CONDENSING UNIT INTERSTITIAL OFFICE ELEVATOR MACH SHAFT NOMINAL 0.48 1 15 208/1
DFCU-R-01 DUCTLESS SPLIT INDOOR UNIT ROOF APARTM ELEV MACH SHAFT FROM OUTDOOR UNIT
DFCU-R-02 DUCTLESS CONDENSING UNIT ROOF APARTM ELEV MACH SHAFT FROM OUTDOOR UNIT
DFCU-XX-01 DUCTLESS SPLIT INDOOR UNIT RES ELEV LOBBY P2 THRU P8 (7 TOTAL) RESID ELEV LOBBY P2 THRU P8 (7 TOTAL)FROM OUTDOOR UNIT
ELECTRIC HEATERS
EQUP. TAG DESCRIPTION LOCATION ~SERVES HP kW FLA MCA MOCP V/P
EH-01 WALL HEATER STAIRS, EXT DOORS, CORRIDORS AND DOORS STAIRS, EXT DOORS, CORRIDORS AND DOORS 3.0 10.8 277/1
EH-02 UNIT HEATER
LEVEL 1, INTERSTITIAL, PENTHOUSE NON
CONDITIONED SPACES NON CONDITIONED SPACES 5 277/1
EH-03 PLENUM HEATER
LOADING DOCK, P8 CEILING AND AMNEITY PATIO
CEILINGS LOADING DOCK, P8 CEILING, AMENITY PATIO CEILING 1.9 9.42 208/1
EH-04 SURFACE MOUNTED HEATER PARKING ELEVATOR LOBBY P2 THRU P6 PARKING ELEVATOR LOBBY 3.0 277/1
EH-05 TRENCH HEATER OFFICE LOBBY OFFICE LOBBY - 3 SECTIONS FOR TOTAL LENGTH 8' AT 2.0, 4'.0 AT
1.0, 8' AT 2.0 277/1
EH-06 TRENCH HEATER OFFICE LOBBY OFFICE LOBBY - 1 SECTION FOR TOTAL LENGTH 4' AT 1.0 277/1
EH-07 TRENCH HEATER RESIDENTIAL LOBBY
RESIDENTIAL LOBBY - 1 SECTION FROR TOTAL
LENGTH 4' AT 1.0 277/1
EH-08 TRENCH HEATER RESIDENTIAL LOBBY
RESIDENTIAL LOBBY - 2 SECTIONS FOR TOTAL
LENGTH 6' AT 1.5, 6' AT 1.5 277/1
EH-09 PLENUM HEATER OFFICE SHELL OFFICE SHELL 5 FLOORS 5.0 18 277/1
FAN COIL UNITS
EQUP. TAG DESCRIPTION LOCATION SERVES HP kW FLA MCA MOCP V/P
FCU-01-01 FAN COIL UNIT LEVEL1 OFFICE LOBBY 3/4 15
36.2 AND
18.1
53.8 AND
22.7
60 AND
25 208/1
FCU-01-02 FAN COIL UNIT LEVEL 1 OFF LOBBY INTERIOR 3/4 8 6 44.7 45 208/1
FCU-A FAN COIL UNIT APARTMENT MECH CLOSET STUDIO AND 1 BEDROOM 1/3 5 2.6 24.9 25 208/1
FCU-B FAN COIL UNIT APARTMENT MECH CLOSET 2 BEDROOM 1/3 8 2.6 36.2 40 208/1
FAN SCHEDULE
EQUP. TAG DESCRIPTION LOCATION ~SERVES HP kW FLA MCA MOCP V/P
F-01-01 INLINE FAN GENERATOR ROOF GENERATOR ROOM 1/4 120/1
F-01-02 INLINE FAN FIRE PUMP ROOM PUMP ROOM 1/4 120/1
F-01-03 INLINE FAN LOADING DOCK ABOVE CEIING LOADING DOCK 1/4 120/1
F-01-04 INLINE FAN SUSPENDED OUTSIDE ROOM SINGLE TOILET/JANITOR CLOSET 1/6 120/1
F-01-05 INLINE FAN SUSPENDED OUTSIDE ROOM EMERGENCY ELECTRICAL ROOM 1/6 120/1
F-01-06 INLINE FAN SUSPENDED OUTSIDE ROOM OA FCU-01-01,02 1/6 120/1
F-01-07 INLINE FAN TRASH ROOM TRASH ROOM 1/2 208/1
F-02-01 VANE AXIAL FAN LEVEL 2 PARKING NW CORNER STAIR PRESS #2 GARAGE 3 480/3
F-07-01 INLINE FAN P7 PLAN SE CORNER DOG WASH 1/6 NOM 120/1
F-08-01 VANE AXIAL FAN P8.5 PLAN NW CORNER STAIR PRESS #2 OFFICE 2 480/3
F-17-01 VANE AXIAL FAN INTERSTITIAL PLAN NE CORNER STAIR PRESS #1 OFFICE/GARAGE 7.5 480/3
F-17-02 INLINE FAN CHEMICAL POOL ROOM POOL CHEMICAL INTAKE FAN 1/6 120/1
F-17-03 INLINE FAN INTERSTITIAL SE CORNER POOL CHEMICAL EXHAUST FAN 1/6 120/1
F-18-01 CABINET POOL RESTROOM CEILING AMENITY POOL SINGLE TOILET 30.4W 120/1
F-18-02 INLINE FAN CORRIDOR TO POOL ABOVE CEILIING AMENITY TOILETS 1/6 120/1
F-A CEILING FAN APARTMENT RESTROOM APARTMENT TOILETS 0.13 0.29 120/1
F-PH-01 INLINE FAN PENTHOUSE PENTHOUSE VENTILATION 1/4 120/1
F-R-01 VANE AXIAL FAN PENTHOUSE ROOF STAIR PRESSURIZATION #1 5 480/3
F-R-02 VANE AXIAL FAN ROOF STAIR PRESSURIZATION #2 5 480/3
F-XX-01 INLINE FAN ELECTRICAL ROOM ELECTRICAL ROOMS - OFFICE 1/6 120/1
HEAT PUMPS
EQUP. TAG DESCRIPTION LOCATION ~SERVES HP kW FLA MCA MOCP V/P
CU-01-01 HEAT PUMP P3 OFFICE LOBBY 1.4 25.2 40 208/1
CU-01-02 HEAT PUMP P3 OFFICE LOOBBY 1.4 25.2 40 208/1
CU-01-03 HEAT PUMP - FUTURE P3 FUTURE RES LOBBY 0.6 14.2 25 208/1
CU-01-04 HEAT PUMP - FUTURE P3 FUTURE RES LOBBY 0.6 14.2 25 208/1
CU-01-05 HEAT PUMP - FUTURE P3 FUTURE RETAIL
CU-01-06 HEAT PUMP - FUTURE P3 FUTURE RETAIL
CU-A 1.5 TON HEAT PUMP ROOF APARTMENT UNITS 1.1 12.4 20 208/1
CU-B 2 TON HEAT PUMP ROOF APARTMENT UNITS 1.1 14.7 25 208/1
JOCKEY PUMP
EQUP. TAG DESCRIPTION LOCATION ~SERVES HP kW FLA MCA MOCP V/P
JP-1 JOCKEY PUMP PUMP ROOM FIRE SERVICE 5 460/3
OUTSIDE AIR UNIT WITH GAS HEAT
EQUP. TAG DESCRIPTION LOCATION ~SERVES HP kW FLA MCA MOCP V/P
OAU-01 DEDICATED OUTSIDE AIR UNIT ROOF APARTMENT VENTILATION 7.5 141.8 150 480/3
OAU-02 DEDICATED OUTSIDE AIR UNIT ROOF APARTMENT VENTILATION 7.5 141.8 150 480/3
POWER INDUCTION UNIT
EQUP. TAG DESCRIPTION LOCATION ~SERVES HP kW FLA MCA MOCP V/P
PIU-XX-01 POWER INDUCTION UNIT OFF FLR ONE (1) ON EACH FLR (7 FLRS) OFFICE CORE 1/4 '--120/1
PIU-XX-02 POWER INDUCTION UNIT OFF FLR ONE (1) ON FLRS (6,7 FLRS) OFFICE NORTH 1/4 6 277/1
PIU-XX-03 POWER INDUCTION UNIT OFF FLR ONE (1) ON FLRS (6,7 FLRS) OFFICE EAST 1/4 6 277/1
PIU-XX-04 POWER INDUCTION UNIT OFF FLR ONE (1) ON FLRS (6,7 FLRS) OFFICE SOUTH 1/4 6 277/1
PIU-XX-05 POWER INDUCTION UNIT OFF FLR ONE (1) ON FLRS (6,7 FLRS) OFFICE WEST 1/4 6 277/1
PUMP
EQUP. TAG DESCRIPTION LOCATION ~SERVES HP kW FLA MCA MOCP V/P
P-01 PUMP PENTHOUSE OFFICE CWSR LOOP 30 480/3
P-02 PUMP PENTHOUSE OFFICE CWSR LOOP 30 480/3
P-03 PUMP PENTHOUSE OFFICE CWSR LOOP 30 480/3
P-04 PUMP PENTHOUSE TOWER CWSR LOOP 20 480/3
P-05 PUMP PENTHOUSE TOWER CWSR LOOP 20 480/3
P-06 PUMP PENTHOUSE TOWER CWSR LOOP 20 480/3
SUMP PUMPS
EQUP. TAG DESCRIPTION LOCATION ~SERVES HP kW FLA MCA MOCP V/P
SP-1 SUMP PUMP ELEVATOR S1 ELEVATOR SUMP 0.5 8 208/1
SP-2 SUMP PUMP ELEVATOR O3 AND O4 ELEVATOR SUMP 0.5 8 208/1
SP-3 SUMP PUMP ELEVATOR O1 AND O2 ELEVATOR SUMP 1.0 14 208/1
SP-4 SUMP PUMP ELEVATOR R1 AND R2 ELEVATOR SUMP 1.0 14 208/1
SP-5 SUMP PUMP ELEVATOR R3 ELEVATOR SUMP 0.5 8 208/1
SP-6 LIFT STATION TRASH ROOM ELEVATOR SUMP 0.5 8 208/1
WATER COOLED ENERGY RECOVERY UNIT
EQUP. TAG DESCRIPTION LOCATION ~SERVES HP kW FLA MCA MOCP V/P
ERU-01
WATER COOLED INDOOR SELF CONTAINED UNIT SCHEDULE
EQUP. TAG DESCRIPTION LOCATION ~SERVES HP kW FLA MCA MOCP V/P
SCU-XX-01 SELF CONTAINED UNIT MECHANICAL ROOM ONE (1) ON EACH FLR (7FLRS) OFFICE HVAC UNIT 2 AT 7.5 93.8 98.5 110 480/3
WATER HEATERS
EQUP. TAG DESCRIPTION LOCATION ~SERVES HP kW FLA MCA MOCP V/P
WH-1 TANK TYPE WATER HEATER AMENITY JANITOR'S CLOSET AMENITY RESTROOMS 2.5 208/1
WH-2 TANK TYPE WATER HEATER BOH JANITOR'S CLOSET AMENITY RESTROOMS 2.5 208/1
WH-3 INSTANTANEOUS WATER
HEATER DOG SPA DOG SPA 6.2 30 208/1
WH-4 INSTANTANEOUS WATER
HEATER AMENITY DECK POOL SINK 4.1 208/1
WH-A WATER HEATER UNITS UNITS 5.5 208/1
WH-O WATER HEATER OFFICE JANITOR'S CLOSET OFFICE RESTROOMS 3 208/1
IRRIGATION PUMP
EQUP. TAG DESCRIPTION LOCATION ~SERVES HP kW FLA MCA MOCP V/P
IRP-1 IRRIGATION PUMP PUMP ROOM IRRIGATION AT AMENITY LEVEL 5 460/3
CIRCULATION PUMPS
EQUP. TAG DESCRIPTION LOCATION ~SERVES HP kW FLA MCA MOCP V/P
CP-O CIRC PUMP OFFICE JANITOR'S CLOSET OFFICE RESTROOMS 1/8 1.45 115/1
FIRE PUMP
EQUP. TAG DESCRIPTION LOCATION ~SERVES HP kW FLA MCA MOCP V/P
FP-1 FIRE PUMP PUMP ROOM FIRE SERVICE 250 460/3
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
2
1
1
2
1
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 8:27:43 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE5−00B
08.14.18ELECTRICAL SCHEDULES401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 8:27:46 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE5−00C
08.14.18ELECTRICAL SCHEDULES401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
Notes:
Total Est. Demand:0 A
Total Conn.:0 A
Total Est. Demand:0 VA
Total Conn. Load:0 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:0 A 0 A
Total Load:0 VA 0 VA
23 Space -- -- 0 VA 0 VA 1 15 A LIGHTS/RECEPTACLE 24
21 IT CABINET 15 A 1 0 VA 0 VA 1 15 A LIGHTS/RECEPTACLE 22
19 ---- -- 0 VA 0 VA 1 15 A LIGHTS/RECEPTACLE 20
17 FAN COIL UNIT - FCU-A 30 A 2 0 VA 0 VA 1 15 A LIGHTS/RECEPTACLE 18
15 ---- -- 0 VA 0 VA 1 20 A BATHROOM 16
13 CONDENSING UNIT - CU-A 30 A 2 0 VA 0 VA 1 20 A REFRIGERATOR 14
11 ---- -- 0 VA 0 VA 1 20 A MICROWAVE 12
9 WATER HEATER - WH-A 40 A 2 0 VA 0 VA 1 20 A DISHWASHER 10
7 ---- -- 0 VA 0 VA 1 20 A LAUNDRY 8
5 DRYER 30 A 2 0 VA 0 VA 1 20 A DISPOSAL 6
3 ---- -- 0 VA 0 VA 1 20 A KITCHEN RECEPTACLE 4
1 RANGE 50 A 2 0 VA 0 VA 1 20 A KITCHEN RECEPTACLE 2
CKT
Breaker
Type Circuit Description Trip Poles A B Poles Trip Circuit Description
Breaker
Type CKT
TYPICAL RESIDENTIAL LOAD CENTER
Notes:
Enclosure:MCB Rating:125 A
Mounting:Recessed Wires:3 Mains Rating:125 A
Supply From:RESIDENTIAL METER CENTER Phases:1 Mains Type:MCB
Location:Volts:208/120V A.I.C. Rating:
LOAD CENTER TYPICAL 1BR (TYPICAL)
Notes:
Total Est. Demand:0 A
Total Conn.:0 A
Total Est. Demand:0 VA
Total Conn. Load:0 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps:0 A 0 A
Total Load:0 VA 0 VA
29 Space -- -- 0 VA 0 VA -- -- Space 30
27 Space -- -- 0 VA 0 VA -- -- Space 28
25 Space -- -- 0 VA 0 VA -- -- Space 26
23 LIGHTS/RECEPTACLE 15 A 1 0 VA 0 VA 1 15 A LIGHTS/RECEPTACLE 24
21 IT CABINET 15 A 1 0 VA 0 VA 1 15 A LIGHTS/RECEPTACLE 22
19 ---- -- 0 VA 0 VA 1 15 A LIGHTS/RECEPTACLE 20
17 FAN COIL UNIT - FCU-B 40 A 2 0 VA 0 VA 1 15 A LIGHTS/RECEPTACLE 18
15 ---- -- 0 VA 0 VA 1 20 A BATHROOM 16
13 CONDENSING UNIT - CU-B 30 A 2 0 VA 0 VA 1 20 A REFRIGERATOR 14
11 ---- -- 0 VA 0 VA 1 20 A MICROWAVE 12
9 WATER HEATER - WH-A 40 A 2 0 VA 0 VA 1 20 A DISHWASHER 10
7 ---- -- 0 VA 0 VA 1 20 A LAUNDRY 8
5 DRYER 30 A 2 0 VA 0 VA 1 20 A DISPOSAL 6
3 ---- -- 0 VA 0 VA 1 20 A KITCHEN RECEPTACLE 4
1 RANGE 50 A 2 0 VA 0 VA 1 20 A KITCHEN RECEPTACLE 2
CKT
Breaker
Type Circuit Description Trip Poles A B Poles Trip Circuit Description
Breaker
Type CKT
TYPICAL RESIDENTIAL LOAD CENTER
Notes:
Enclosure:MCB Rating:150 A
Mounting:Recessed Wires:3 Mains Rating:150 A
Supply From:RESIDENTIAL METER CENTER Phases:1 Mains Type:MCB
Location:Volts:208/120V A.I.C. Rating:
LOAD CENTER TYPICAL 2BR (TYPICAL)
Date Issue/Revision
PANEL SCHEDULE NOTES:
1. CONTRACTOR TO COORDINATE POWER REQUIREMENTS WITH EQUIPMENT SELECTED.
2. REFER TO MECHANICAL AND PLUMBING PLANS FOR ADDITIONAL POWER REQUIREMENTS AND
LOCATIONS FOR BUILDING MANAGEMENT SYSTEM CONTROL PANELS, VAV POWER, PIU POWER,
CARBON MONOXIDE DETECTOR PANELS, ETC. CONTRACTOR SHALL PROVIDE/ALLOW FOR
ADDITIONAL POWER REQUIREMENTS IN BID.
3. PROVIDE NEC REQUIRED DISCONNECTS.
4. PROVIDE VENDING MACHINES, KITCHEN EQUIPMENT, DISHWASHERS, ETC WITH GFCI BREAKERS.
VERIFY EQUIPMENT TYPE AND LOCATIONS WITH ARCHITECTURAL DRAWINGS.
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:57:05 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE5−01A
08.14.18ELECTRICAL SCHEDULES401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
2. SHADED AREA IS SHOWN FOR LUG LOAD VERIFCATION PURPOSES ONLY.
1. PROVIDE FEED THRU LUGS.
Notes:
Lighting GARAGE 1280 VA 125.00% 1600 VA
Motor-RESIDENTIAL ELEVATOR 17700 VA 85.00% 15045 VA
Receptacle 12300 VA 90.65% 11150 VA
Power 3000 VA 100.00% 3000 VA
Other 84 VA 100.00% 84 VA Total Est. Demand:197 A
Motor 58303 VA 103.99% 60628 VA Total Conn.:198 A
Lighting 1232 VA 125.00% 1540 VA Total Est. Demand:163993 VA
Heating 63100 VA 100.00% 63100 VA Total Conn. Load:164875 VA
HVAC 8000 VA 100.00% 8000 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:204 A 210 A 186 A
Total Load:55901 VA 57379 VA 51596 VA
47 0 VA -- --Space 48
45 0 VA -- --Space 46
43 0 VA -- --Space 44
41 42
39 40
37 38
35 36
33 EH-08 20 A 1 3000...34
31 Lighting GARAGE 20 A 1 800... 1000... 1 20 A EH-7 32
29 Lighting 20 A 1 400... 64 VA 1 20 A Other 30
27 EH-02 20 A 1 5000... 608... 1 20 A Lighting 28
25 Lighting - Dwelling Unit 20 A 1 0 VA 576... 1 20 A Lighting 26
23 Motor-RESIDENTIAL ELEVATOR 20 A 1 5000... 5000... 1 20 A EH-02 24
21 EH-02 20 A 1 5000... 433... -- -- -- 22
19 -- -- -- 1333... 433... -- -- -- 20
17 -- -- -- 1333... 433... 3 20 A F-01-01 18
15 F-02-01 20 A 3 1333... 2100... -- -- -- 16
13 EH-01 20 A 1 3000... 2100... -- -- -- 14
11 EH-06 20 A 1 1000... 2100... 3 20 A IRP-1 12
9 EH-02 20 A 1 5000... 5000... 1 20 A EH-05 10
7 EH-01 20 A 1 3000... 5000... 1 20 A EH-02 8
5 -- -- -- 3328... 3000... 1 20 A EH-01 6
3 -- -- -- 2693... 3000... 1 20 A EH-01 4
1 T-1L1 200 A 3 3572... 3000... 1 20 A EH-01 2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Enclosure:Type 1
Mounting:Surface Wires:4 Mains Rating:800 A
Supply From:MSB-HOUSE Phases:3 Mains Type:MLO
Location:MAIN ELECTRICAL ROOM...Volts:480/277 Wye A.I.C. Rating:65,000
Branch Panel: 1H1
2. SHADED AREA IS SHOWN FOR LUG LOAD VERIFICATION PURPOSES ONLY.
1. PROVIDE FEED THRU LUGS
Notes:
Motor-RESIDENTIAL ELEVATOR 17700 VA 85.00% 15045 VA
Receptacle 12300 VA 90.65% 11150 VA
Power 3000 VA 100.00% 3000 VA
Other 84 VA 100.00% 84 VA Total Est. Demand:262 A
Motor 46703 VA 104.98% 49028 VA Total Conn.:266 A
Lighting 64 VA 125.00% 80 VA Total Est. Demand:94483 VA
Heating 8100 VA 100.00% 8100 VA Total Conn. Load:95948 VA
HVAC 8000 VA 100.00% 8000 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:306 A 224 A 286 A
Total Load:35726 VA 26934 VA 33288 VA
89 -- -- -- 0 VA 2704... -- -- --90
87 -- -- -- 0 VA 2704... 2 40 A FCU-01-04 88
85 1L2 400 A 3 0 VA 4649... -- -- --86
83 4649... 2 60 A FCU-01-03 84
81 DOOR POWER 20 A 1 500... 1400... -- -- -- 82
79 ADA DOOR OPENER 20 A 1 500... 1400... 2 20 A Motor-RESIDENTIAL ELEVATOR 80
77 Receptacle 20 A 1 540... 600... 1 20 A AMAZON LOCKER 78
75 DOOR POWER 20 A 1 500... 180... 1 20 A Receptacle 76
73 Receptacle 20 A 1 180... 500... 1 20 A ADA DOOR OPENER 74
71 Receptacle 20 A 1 180... 180... 1 20 A Receptacle 72
69 -- -- -- 1000... 720... 1 20 A Receptacle 70
67 DCU-08-02 20 A 2 1000... 250... -- -- -- 68
65 -- -- -- 250... 250... 2 20 A PARKING PAY CENTER 66
63 PARKING GATE 20 A 2 250... 600... -- -- -- 64
61 -- -- -- 1000... 600... 2 20 A DOCK LEVELER 62
59 DCU-01-02 20 A 2 1000... 64 VA 1 20 A Lighting 60
57 -- -- -- 3300... 1000... -- -- -- 58
55 CU-01-02 20 A 2 3300... 1000... 2 20 A DCU-01-01 56
53 -- -- -- 1000... 3300... -- -- -- 54
51 DCU-01-03 20 A 2 1000... 3300... 2 20 A CU-01-01 52
49 Receptacle 20 A 1 360... 720... 1 20 A Receptacle 50
47 Receptacle 20 A 1 1440... 360... 1 20 A Receptacle 48
45 Receptacle 20 A 1 1080... 1260... 1 20 A Receptacle 46
43 -- -- -- 3300... 4649... -- -- -- 44
41 FCU-01-01 20 A 2 3300... 4649... 2 60 A FCU-01-02 42
39 -- -- -- 550... 720... 1 20 A Receptacle 40
37 SP-1 20 A 2 550... 900... -- -- -- 38
35 -- -- -- 550... 900... 2 20 A SP-6 36
33 SP-2 20 A 2 550... 900... -- -- -- 34
31 -- -- -- 900... 900... 2 20 A SP-3 32
29 SP-4 20 A 2 900... 550... -- -- -- 30
27 F-01-06 20 A 1 500... 550... 2 20 A SP-5 28
25 F-01-04 20 A 1 500... 500... 1 20 A F-01-05 26
23 F-01-02 20 A 1 700... 720... 1 20 A Receptacle 24
21 Receptacle 20 A 1 540... 250... -- -- -- 22
19 COMP-2 20 A 1 1700... 250... 2 20 A OVERHEAD DOOR 20
17 -- -- -- 1000... 56 VA 1 20 A Other 18
15 EH-03 20 A 2 1000... 180... 1 20 A Receptacle 16
13 -- -- -- 2050... 540... 1 20 A Receptacle 14
11 WH-2 25 A 2 2050... 550... -- -- -- 12
9 -- -- -- 1000... 550... 2 20 A F-01-07 10
7 EH-03 20 A 2 1000... 700... 1 20 A F-01-03 8
5 -- -- -- 850... 0 VA -- -- -- 6
3 COMP-1 20 A 2 850... 0 VA -- -- -- 4
1 Other 20 A 1 28 VA 1800... 3 100 A 1L3 2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Enclosure:Type 1 Mains Rating:400 A
Mounting:Surface Wires:4 MCB Rating:400 A
Supply From:T-1L1 Phases:3 Mains Type:MCB
Location:MAIN ELECTRICAL ROOM...Volts:120/208 Wye A.I.C. Rating:10,000
Branch Panel: 1L1
2. SHADED AREA IS SHOWN FOR LUG LOAD VERIFCATION PURPOSES ONLY.
1. PROVIDE FEED THRU LUGS.
Notes:
Total Est. Demand:14 A
Total Conn.:14 A
Total Est. Demand:5040 VA
Motor-RESIDENTIAL ELEVATOR 4500 VA 100.00% 4500 VA Total Conn. Load:5040 VA
Receptacle 540 VA 100.00% 540 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:26 A 22 A 0 A
Total Load:2790 VA 2250 VA 0 VA
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 14
11 12
9 10
7 8
5 6
3 2250... -- -- -- 4
1 Receptacle 20 A 1 540... 2250... 2 20 A Motor-RESIDENTIAL ELEVATOR 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Enclosure:Type 1 Mains Rating:100 A
Mounting:Surface Wires:4 MCB Rating:100 A
Supply From:T-1LTV Phases:3 Mains Type:MCB
Location:Volts:120/208 Wye A.I.C. Rating:10,000
Branch Panel: 1LTV
2. SHADED AREA IS SHOWN FOR LUG LOAD VERIFCATION PURPOSES ONLY.
1. PROVIDE FEED THRU LUGS.
Notes:
Total Est. Demand:17 A
Total Conn.:15 A
Motor-RESIDENTIAL ELEVATOR 4500 VA 100.00% 4500 VA Total Est. Demand:14415 VA
Receptacle 540 VA 100.00% 540 VA Total Conn. Load:12540 VA
Motor 7500 VA 125.00% 9375 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:20 A 18 A 9 A
Total Load:5290 VA 4750 VA 2500 VA
47 48
45 46
43 44
41 0 VA -- -- -- 42
39 2250... -- -- -- 40
37 2790... 3 50 A T-1LTV 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 14
11 12
9 10
7 8
5 -- -- -- 2500...6
3 -- -- -- 2500...4
1 TRANSFORMER HOIST 20 A 3 2500...2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Enclosure:Type 1
Mounting:Surface Wires:4 Mains Rating:225 A
Supply From:Z1H1 Phases:3 Mains Type:MLO
Location:TRANSFORMER AREA 118 Volts:480/277 Wye A.I.C. Rating:65,000
Branch Panel: 1HTV
Notes:
Total Est. Demand:17 A
Total Conn.:15 A
Motor-RESIDENTIAL ELEVATOR 4500 VA 100.00% 4500 VA Total Est. Demand:14415 VA
Receptacle 540 VA 100.00% 540 VA Total Conn. Load:12540 VA
Motor 7500 VA 125.00% 9375 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:20 A 18 A 9 A
Total Load:5290 VA 4750 VA 2500 VA
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 14
11 12
9 10
7 8
5 -- -- -- 2500...6
3 -- -- -- 4750...4
1 1HTV 20 A 3 5290...2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Enclosure:Type 1
Mounting:Surface Wires:4 Mains Rating:400 A
Supply From:ATS-3 Phases:3 Mains Type:MLO
Location:MAIN ELECTRICAL ROOM...Volts:480/277 Wye A.I.C. Rating:65,000
Branch Panel: Z1H1
Lighting GARAGE 6592 VA 125.00% 8240 VA
Lighting STAIRWELL 12000 VA 125.00% 15000 VA
Motor-RESIDENTIAL ELEVATOR 42500 VA 72.00% 30600 VA
Receptacle 80700 VA 56.20% 45350 VA
Power 73500 VA 100.00% 73500 VA
Other 7841 VA 100.00% 7841 VA
Motor 811453 VA 103.64% 840966 VA
Lighting - Dwelling Unit 1680 VA 100.00% 1680 VA Total Est. Demand:2235 A
Lighting 13240 VA 125.00% 16550 VA Total Conn.:2384 A
Heating 439800 VA 100.00% 439800 VA Total Est. Demand:1857889 VA
HVAC 71600 VA 100.00% 71600 VA Total Conn. Load:1982258 VA
Elevator 423000 VA 73.00% 308790 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:2384 A
Total Conn. Load:1982258 VA
8
7
6 5000A BUS 3 5000 A 5000 A 1055142 VA
5 3H1 3 400 A 400 A 197984 VA
4 1H1 3 800 A 800 A 164875 VA
3 ATS-2 3 400 A 400 A 526899 VA
2 ATS-1 3 400 A 400 A 25650 VA
1 ATS-3 3 400 A 400 A 12540 VA
CKT Circuit Description # of Poles Frame Size Trip Rating Load Remarks
Enclosure:TYPE 1 MCB Rating:5000
Mounting:FLOOR MOUNTED Wires:4 Mains Rating:5000
Supply From:UTILITY 480V XFMR Phases:3 Mains Type:MCB
Location:MAIN ELECTRICAL ROOM...Volts:480/277 Wye A.I.C. Rating:65,000
Switchboard: MSB-HOUSE
2. SHADED AREA IS SHOWN FOR LUG LOAD VERIFCATION PURPOSES ONLY.
1. PROVIDE FEED THRU LUGS.
Notes:
Total Est. Demand:5 A
Total Conn.:5 A
Total Est. Demand:1800 VA
Total Conn. Load:1800 VA
Receptacle 1800 VA 100.00% 1800 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:15 A 0 A 0 A
Total Load:1800 VA 0 VA 0 VA
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 14
11 12
9 10
7 8
5 6
3 4
1 Receptacle 20 A 1 900... 900... 1 20 A Receptacle 2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Enclosure:Type 1
Mounting:Surface Wires:4 Mains Rating:100 A
Supply From:1L1 Phases:3 Mains Type:MLO
Location:TELECOM 121 Volts:120/208 Wye A.I.C. Rating:10,000
Branch Panel: 1L3
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
PANEL SCHEDULE NOTES:
1. CONTRACTOR TO COORDINATE POWER REQUIREMENTS WITH EQUIPMENT SELECTED.
2. REFER TO MECHANICAL AND PLUMBING PLANS FOR ADDITIONAL POWER REQUIREMENTS AND
LOCATIONS FOR BUILDING MANAGEMENT SYSTEM CONTROL PANELS, VAV POWER, PIU POWER,
CARBON MONOXIDE DETECTOR PANELS, ETC. CONTRACTOR SHALL PROVIDE/ALLOW FOR
ADDITIONAL POWER REQUIREMENTS IN BID.
3. PROVIDE NEC REQUIRED DISCONNECTS.
4. PROVIDE VENDING MACHINES, KITCHEN EQUIPMENT, DISHWASHERS, ETC WITH GFCI BREAKERS.
VERIFY EQUIPMENT TYPE AND LOCATIONS WITH ARCHITECTURAL DRAWINGS.
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:23:48 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE5−01B
08.14.18ELECTRICAL SCHEDULES401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
Notes:
Receptacle 1080 VA 100.00% 1080 VA Total Est. Demand:516 A
Other 2200 VA 100.00% 2200 VA Total Conn.:634 A
Motor 97700 VA 116.35% 113675 VA Total Est. Demand:429395 VA
Lighting 3072 VA 125.00% 3840 VA Total Conn. Load:526899 VA
Elevator 423000 VA 73.00% 308790 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:628 A 639 A 638 A
Total Load:173940 VA 176640 VA 176321 VA
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 -- -- -- 3072...24
21 -- -- -- 3240...22
19 T-1LLR 50 A 3 540...20
17 -- -- -- 2130... 9000... -- -- -- 18
15 -- -- -- 2130... 9000... -- -- -- 16
13 BP-2 20 A 3 2130... 9000... 3 20 A BP-1 14
11 -- -- -- 3333... 5000... -- -- -- 12
9 -- -- -- 3333... 5000... -- -- -- 10
7 PARKING DECK LEGALLY REQUIRED... 20 A 3 3333... 5000... 3 20 A RESIDENTIAL LEGALLY REQUIRED... 8
5 -- -- -- 2100... 5766... -- -- -- 6
3 -- -- -- 2100... 5766... -- -- -- 4
1 JP-1 20 A 3 2100... 5766... 3 400 A 17LR 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Enclosure:Type 1
Mounting:Surface Wires:4 Mains Rating:800 A
Supply From:ATS-2 Phases:3 Mains Type:MLO
Location:MAIN ELECTRICAL ROOM...Volts:480/277 Wye A.I.C. Rating:65,000
FUSED Panel: 1LR
2. SHADED AREA IS SHOWN FOR LUG LOAD VERIFCATION PURPOSES ONLY.
1. PROVIDE FEED THRU LUGS.
Notes:
Motor-RESIDENTIAL ELEVATOR 7200 VA 95.00% 6840 VA
Receptacle 57060 VA 58.76% 33530 VA
Power 500 VA 100.00% 500 VA
Other 742 VA 100.00% 742 VA
Motor 641950 VA 104.60% 671463 VA Total Est. Demand:1277 A
Lighting - Dwelling Unit 880 VA 100.00% 880 VA Total Conn.:1269 A
Lighting 2688 VA 125.00% 3360 VA Total Est. Demand:1061404 VA
Heating 316500 VA 100.00% 316500 VA Total Conn. Load:1055142 VA
HVAC 27800 VA 100.00% 27800 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:1351 A 1244 A 1221 A
Total Load:373292 VA 343635 VA 338217 VA
47 48
45 46
43 44
41 42
39 40
37 38
35 36
33 -- -- -- 2330...34
31 -- -- -- 2452...32
29 17H1 400 A 3 2593...30
27 28
25 26
23 2216... -- -- -- 24
21 1876... -- -- -- 22
19 2015... 3 20 A 9H1 20
17 -- -- -- 6700... 8860... -- -- -- 18
15 -- -- -- 2136... 1954... -- -- -- 16
13 15H1 400 A 3 2112... 1458... 3 400 A 14H1 14
11 -- -- -- 7940... 9980... -- -- -- 12
9 -- -- -- 1346... 1440... -- -- -- 10
7 12H1 400 A 3 1808... 1860... 3 400 A 11H1 8
5 -- -- -- 1258... 1060... -- -- -- 6
3 -- -- -- 1290... 1014... -- -- -- 4
1 10H1 400 A 3 1400... 2148... 3 400 A 16H1 2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Enclosure:Type 1
Mounting:Surface Wires:4 Mains Rating:5000 A
Supply From:MSB-HOUSE Phases:3 Mains Type:MLO
Location:Volts:480/277 Wye A.I.C. Rating:
Branch Panel: 5000A BUS
2. SHADED AREA IS SHOWN FOR LUG LOAD VERIFCATION PURPOSES ONLY.
1. PROVIDE FEED THRU LUGS.
Notes:
Lighting GARAGE 3072 VA 125.00% 3840 VA Total Est. Demand:37 A
Lighting STAIRWELL 12000 VA 125.00% 15000 VA Total Conn.:31 A
Other 4815 VA 100.00% 4815 VA Total Est. Demand:30701 VA
Lighting - Dwelling Unit 800 VA 100.00% 800 VA Total Conn. Load:25650 VA
Lighting 5160 VA 125.00% 6450 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:32 A 26 A 36 A
Total Load:8734 VA 7119 VA 9803 VA
47 48
45 46
43 44
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 Lighting STAIRWELL 20 A 1 192... 96 VA 1 20 A Lighting STAIRWELL 18
15 744... 1 20 A Lighting 16
13 Lighting STAIRWELL 20 A 1 672... 96 VA 1 20 A Lighting 14
11 Lighting - STAIRWELL 20 A 1 2784... 768... 1 20 A Lighting STAIRWELL 12
9 2976... 1 20 A Lighting - STAIRWELL 10
7 Lighting GARAGE 20 A 1 672... 640... 1 20 A Lighting - Dwelling Unit 8
5 -- -- -- 2603... 3456... -- -- -- 6
3 -- -- -- 998... 2443... -- -- -- 4
1 T-EL1 20 A 3 710... 5974... 3 20 A EH3 2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Enclosure:Type 1
Mounting:Surface Wires:4 Mains Rating:225 A
Supply From:ATS-1 Phases:3 Mains Type:MLO
Location:MAIN ELECTRICAL ROOM...Volts:480/277 Wye A.I.C. Rating:65,000
Branch Panel: E1H1
2. SHADED AREA IS SHOWN FOR LUG LOAD VERIFCATION PURPOSES ONLY.
1. PROVIDE FEED THRU LUGS.
Notes:
Total Est. Demand:12 A
Total Conn.:12 A
Total Est. Demand:4311 VA
Total Conn. Load:4311 VA
Other 4311 VA 100.00% 4311 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:6 A 9 A 22 A
Total Load:710 VA 998 VA 2603 VA
35 36
33 34
31 32
29 -- -- -- 0 VA 30
27 -- -- -- 0 VA 28
25 E10L1 100 A 3 210...26
23 24
21 22
19 20
17 18
15 16
13 14
11 12
9 10
7 500... -- -- -- 8
5 Other 20 A 1 28 VA 2575... -- -- -- 6
3 Lighting 20 A 1 28 VA 970... 3 100 A 1DP 4
1 Other 20 A 1 0 VA 0 VA 1 20 A Other 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Enclosure:Type 1 Mains Rating:225 A
Mounting:Surface Wires:4 MCB Rating:100 A
Supply From:T-EL1 Phases:3 Mains Type:MCB
Location:MAIN ELECTRICAL ROOM...Volts:120/208 Wye A.I.C. Rating:10,000
Branch Panel: E1L1
2. SHADED AREA IS SHOWN FOR LUG LOAD VERIFCATION PURPOSES ONLY.
1. PROVIDE FEED THRU LUGS.
Notes:
Total Est. Demand:21 A
Receptacle 1080 VA 100.00% 1080 VA Total Conn.:19 A
Other 2200 VA 100.00% 2200 VA Total Est. Demand:7648 VA
Motor 500 VA 125.00% 625 VA Total Conn. Load:6767 VA
Lighting 3072 VA 125.00% 3840 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:5 A 30 A 29 A
Total Load:540 VA 3240 VA 3072 VA
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 14
11 12
9 Other 20 A 1 2200...10
7 8
5 Lighting 30 A 1 2816... 256... 1 20 A Lighting 6
3 Receptacle 20 A 1 540... 500... 1 20 A Motor 4
1 Receptacle 20 A 1 360... 180... 1 20 A Receptacle 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Enclosure:Type 1 Mains Rating:100 A
Mounting:Surface Wires:4 MCB Rating:50 A
Supply From:T-1LLR Phases:3 Mains Type:MCB
Location:MAIN ELECTRICAL ROOM...Volts:120/208 Wye A.I.C. Rating:10,000
Branch Panel: 1LLR
Date Issue/Revision
05.04.18 DESIGN
DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
Notes:
Total Est. Demand:11 A
Total Conn.:11 A
Total Est. Demand:4045 VA
Total Conn. Load:4045 VA
Other 4045 VA 100.00% 4045 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:9 A 22 A 4 A
Total Load:970 VA 2575 VA 500 VA
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 14
11 12
9 10
7 8
5 Lighting 20 A 1 500...6
3 Other 20 A 1 2200... 375... 1 20 A Other 4
1 Other 20 A 1 70 VA 900... 1 20 A Other 2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Enclosure:Type 1
Mounting:Surface Wires:4 Mains Rating:100 A
Supply From:E1L1 Phases:3 Mains Type:MLO
Location:MAIN ELECTRICAL ROOM...Volts:120/208 Wye A.I.C. Rating:10,000
DIMMING PANEL 1DP
2. 2.. SHADED AREAS SHOWN FOR LUG LOAD VERIFICATION PURPOSED ONLY.
1. PROVIDE FEEDTHRU LUGS
Notes:
Total Est. Demand:0 A
Total Conn.:0 A
Total Est. Demand:0 VA
Total Conn. Load:0 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:0 A 0 A 0 A
Total Load:0 VA 0 VA 0 VA
89 90
87 88
85 86
83 84
81 82
79 80
77 78
75 76
73 74
71 72
69 70
67 68
65 66
63 64
61 62
59 60
57 58
55 56
53 54
51 52
49 50
47 48
45 46
43 44
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 14
11 12
9 10
7 8
5 6
3 4
1 2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Enclosure:Type 1
Mounting:Surface Wires:4 Mains Rating:400 A
Supply From:1L1 Phases:3 Mains Type:MLO
Location:Volts:120/208 Wye A.I.C. Rating:10,000
Branch Panel: 1L2
PANEL SCHEDULE NOTES:
1. CONTRACTOR TO COORDINATE POWER REQUIREMENTS WITH EQUIPMENT SELECTED.
2. REFER TO MECHANICAL AND PLUMBING PLANS FOR ADDITIONAL POWER REQUIREMENTS AND
LOCATIONS FOR BUILDING MANAGEMENT SYSTEM CONTROL PANELS, VAV POWER, PIU POWER,
CARBON MONOXIDE DETECTOR PANELS, ETC. CONTRACTOR SHALL PROVIDE/ALLOW FOR
ADDITIONAL POWER REQUIREMENTS IN BID.
3. PROVIDE NEC REQUIRED DISCONNECTS.
4. PROVIDE VENDING MACHINES, KITCHEN EQUIPMENT, DISHWASHERS, ETC WITH GFCI BREAKERS.
VERIFY EQUIPMENT TYPE AND LOCATIONS WITH ARCHITECTURAL DRAWINGS.
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:23:51 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE5−03
08.14.18ELECTRICAL SCHEDULES401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
2. SHADED AREA IS SHOWN FOR LUG LOAD VERIFCATION PURPOSES ONLY.
1. PROVIDE FEED THRU LUGS.
Notes:
Lighting GARAGE 2240 VA 125.00% 2800 VA
Motor-RESIDENTIAL ELEVATOR 13100 VA 85.00% 11135 VA
Receptacle 9720 VA 100.00% 9720 VA
Power 70000 VA 100.00% 70000 VA
Other 0 VA 0.00% 0 VA Total Est. Demand:238 A
Motor 6000 VA 116.67% 7000 VA Total Conn.:238 A
Lighting 1088 VA 125.00% 1360 VA Total Est. Demand:197811 VA
Heating 60200 VA 100.00% 60200 VA Total Conn. Load:197984 VA
HVAC 35800 VA 100.00% 35800 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:300 A 254 A 180 A
Total Load:80405 VA 67585 VA 49996 VA
47 ---- --2128...48
45 ---- --4202...46
43 6H1 400 A 3 4579...44
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 Lighting GARAGE 20 A 1 96 VA 2000... 1 20 A EH-04 14
11 Lighting GARAGE 20 A 1 768... 2000... 1 20 A EH-04 12
9 Lighting 20 A 1 64 VA 2000... 1 20 A EH-04 10
7 Motor-RESIDENTIAL ELEVATOR 20 A 1 3000... 2000... 1 20 A EH-04 8
5 EH-01 20 A 1 3000... 2298... -- -- -- 6
3 EH-01 20 A 1 3000... 2050... -- -- -- 4
1 EH-01 20 A 1 3000... 2452... 3 80 A T-3L1 2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Enclosure:Type 1
Mounting:Surface Wires:4 Mains Rating:400 A
Supply From:MSB-HOUSE Phases:3 Mains Type:MLO
Location:Volts:480/277 Wye A.I.C. Rating:65,000
Branch Panel: 3H1
2. SHADED AREA IS SHOWN FOR LUG LOAD VERIFICATION PURPOSES ONLY.
1. PROVIDE FEED THRU LUGS
Notes:
Total Est. Demand:188 A
Motor-RESIDENTIAL ELEVATOR 8600 VA 95.00% 8170 VA Total Conn.:189 A
Receptacle 3600 VA 100.00% 3600 VA Total Est. Demand:67570 VA
Power 30000 VA 100.00% 30000 VA Total Conn. Load:68000 VA
HVAC 25800 VA 100.00% 25800 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:208 A 171 A 195 A
Total Load:24520 VA 20500 VA 22980 VA
89 90
87 88
85 86
83 84
81 82
79 80
77 78
75 76
73 74
71 72
69 70
67 68
65 66
63 64
61 62
59 60
57 58
55 56
53 54
51 52
49 50
47 48
45 46
43 44
41 42
39 40
37 38
35 36
33 34
31 32
29 -- -- -- 3300...30
27 CU-01-06 20 A 2 3300... 180... 1 20 A Receptacle 28
25 -- -- -- 3300... 3300... -- -- -- 26
23 CU-01-03 20 A 2 3300... 3300... 2 20 A CU-01-05 24
21 -- -- -- 1000... 3300... -- -- -- 22
19 DCU-03-02 20 A 2 1000... 3300... 2 20 A CU-01-04 20
17 Receptacle 20 A 1 540... 540... 1 20 A Receptacle 18
15 720... 1 20 A Receptacle 16
13 Receptacle 20 A 1 900... 720... 1 20 A Receptacle 14
11 -- -- -- 1000... 5000... -- -- -- 12
9 DCU-XX-01 20 A 2 1000... 5000... 2 20 A Power 10
7 -- -- -- 1000... 5000... -- -- -- 8
5 DCU-XX-01 20 A 2 1000... 5000... 2 20 A CAR CHARGING 6
3 -- -- -- 5000... 1000... -- -- -- 4
1 CAR CHARGING 20 A 2 5000... 1000... 2 20 A HVAC 2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Enclosure:Type 1 Mains Rating:225 A
Mounting:Surface Wires:4 MCB Rating:150 A
Supply From:T-3L1 Phases:3 Mains Type:MCB
Location:Volts:120/208 Wye A.I.C. Rating:10,000
Branch Panel: 3L1
2. SHADED AREA IS SHOWN FOR LUG LOAD VERIFCATION PURPOSES ONLY.
1. PROVIDE FEED THRU LUGS.
Notes:
Lighting GARAGE 1792 VA 125.00% 2240 VA Total Est. Demand:17 A
Lighting STAIRWELL 4512 VA 125.00% 5640 VA Total Conn.:14 A
Other 504 VA 100.00% 504 VA Total Est. Demand:14520 VA
Lighting - Dwelling Unit 800 VA 100.00% 800 VA Total Conn. Load:11872 VA
Lighting 4288 VA 125.00% 5360 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:22 A 9 A 13 A
Total Load:5974 VA 2443 VA 3456 VA
47 ---- --3456...48
45 ---- --2443...46
43 E6H1 225 A 3 5206...44
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 14
11 12
9 10
7 8
5 6
3 4
1 Lighting GARAGE 20 A 1 768...2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Enclosure:Type 1
Mounting:Surface Wires:4 Mains Rating:225 A
Supply From:E1H1 Phases:3 Mains Type:MLO
Location:Volts:480/277 Wye A.I.C. Rating:65,000
Branch Panel: E3H1
Date Issue/Revision
05.04.18 DESIGN
DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
PANEL SCHEDULE NOTES:
1. CONTRACTOR TO COORDINATE POWER REQUIREMENTS WITH EQUIPMENT SELECTED.
2. REFER TO MECHANICAL AND PLUMBING PLANS FOR ADDITIONAL POWER REQUIREMENTS AND
LOCATIONS FOR BUILDING MANAGEMENT SYSTEM CONTROL PANELS, VAV POWER, PIU POWER,
CARBON MONOXIDE DETECTOR PANELS, ETC. CONTRACTOR SHALL PROVIDE/ALLOW FOR
ADDITIONAL POWER REQUIREMENTS IN BID.
3. PROVIDE NEC REQUIRED DISCONNECTS.
4. PROVIDE VENDING MACHINES, KITCHEN EQUIPMENT, DISHWASHERS, ETC WITH GFCI BREAKERS.
VERIFY EQUIPMENT TYPE AND LOCATIONS WITH ARCHITECTURAL DRAWINGS.
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:23:53 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE5−06
08.14.18ELECTRICAL SCHEDULES401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
2. SHADED AREA IS SHOWN FOR LUG LOAD VERIFCATION PURPOSES ONLY.
1. PROVIDE FEED THRU LUGS.
Notes:
Lighting GARAGE 1472 VA 125.00% 1840 VA
Motor-RESIDENTIAL ELEVATOR 4500 VA 95.00% 4275 VA
Receptacle 6120 VA 100.00% 6120 VA
Power 40000 VA 100.00% 40000 VA
Other 0 VA 0.00% 0 VA Total Est. Demand:133 A
Motor 6000 VA 116.67% 7000 VA Total Conn.:131 A
Lighting 928 VA 125.00% 1160 VA Total Est. Demand:110449 VA
Heating 40200 VA 100.00% 40200 VA Total Conn. Load:109103 VA
HVAC 10000 VA 100.00% 10000 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:177 A 163 A 77 A
Total Load:45794 VA 42025 VA 21285 VA
47 1659...-- ----48
45 2512...-- ----46
43 2725...3 400 A 8H1 44
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 14
11 12
9 10
7 EH-01 20 A 1 3000...8
5 -- -- -- 3900... 832... 1 20 A Lighting GARAGE 6
3 -- -- -- 1290... 4000... 1 20 A EH-01 4
1 T-1L6 80 A 3 1354... 2000... 1 20 A EH-04 2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Enclosure:Type 1
Mounting:Surface Wires:4 Mains Rating:400 A
Supply From:3H1 Phases:3 Mains Type:MLO
Location:Volts:480/277 Wye A.I.C. Rating:65,000
Branch Panel: 6H1
2. SHADED AREA IS SHOWN FOR LUG LOAD VERIFICATION PURPOSES ONLY.
1. PROVIDE FEED THRU LUGS
Notes:
Total Est. Demand:86 A
Receptacle 2340 VA 100.00% 2340 VA Total Conn.:84 A
Power 20000 VA 100.00% 20000 VA Total Est. Demand:30840 VA
Motor 2000 VA 125.00% 2500 VA Total Conn. Load:30340 VA
HVAC 6000 VA 100.00% 6000 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:124 A 119 A 33 A
Total Load:13540 VA 12900 VA 3900 VA
89 90
87 88
85 86
83 84
81 82
79 80
77 78
75 76
73 74
71 72
69 70
67 68
65 66
63 64
61 62
59 60
57 58
55 56
53 54
51 52
49 50
47 48
45 46
43 44
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 Receptacle 20 A 1 180... 1000... -- -- -- 16
13 -- -- -- 1000... 1000... 2 20 A DCU-06-02 14
11 DCU-XX-01 20 A 2 1000... 1000... -- -- -- 12
9 Receptacle 20 A 1 720... 1000... 2 20 A DCU-XX-01 10
7 Receptacle 20 A 1 540... 1000... -- -- -- 8
5 Receptacle 20 A 1 900... 1000... 2 20 A DCU-07-03 6
3 -- -- -- 5000... 5000... -- -- -- 4
1 CAR CHARGING 20 A 2 5000... 5000... 2 20 A CAR CHARGING 2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Enclosure:Type 1 Mains Rating:225 A
Mounting:Surface Wires:4 MCB Rating:150 A
Supply From:T-6L1 Phases:3 Mains Type:MCB
Location:Volts:120/208 Wye A.I.C. Rating:10,000
Branch Panel: 6L1
2. SHADED AREA IS SHOWN FOR LUG LOAD VERIFCATION PURPOSES ONLY.
1. PROVIDE FEED THRU LUGS.
Notes:
Lighting GARAGE 1184 VA 125.00% 1480 VA Total Est. Demand:16 A
Lighting STAIRWELL 4512 VA 125.00% 5640 VA Total Conn.:13 A
Other 504 VA 100.00% 504 VA Total Est. Demand:13560 VA
Lighting - Dwelling Unit 800 VA 100.00% 800 VA Total Conn. Load:11104 VA
Lighting 4128 VA 125.00% 5160 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:19 A 9 A 13 A
Total Load:5206 VA 2443 VA 3456 VA
47 ---- --3456...48
45 ---- --2443...46
43 E9H1 225 A 3 3606...44
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 14
11 12
9 10
7 8
5 6
3 4
1 Lighting GARAGE 20 A 1 640... 960... 1 20 A Lighting 2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Enclosure:Type 1
Mounting:Surface Wires:4 Mains Rating:225 A
Supply From:E3H1 Phases:3 Mains Type:MLO
Location:Volts:480/277 Wye A.I.C. Rating:65,000
Branch Panel: E6H1
Date Issue/Revision
05.04.18 DESIGN
DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
PANEL SCHEDULE NOTES:
1. CONTRACTOR TO COORDINATE POWER REQUIREMENTS WITH EQUIPMENT SELECTED.
2. REFER TO MECHANICAL AND PLUMBING PLANS FOR ADDITIONAL POWER REQUIREMENTS AND
LOCATIONS FOR BUILDING MANAGEMENT SYSTEM CONTROL PANELS, VAV POWER, PIU POWER,
CARBON MONOXIDE DETECTOR PANELS, ETC. CONTRACTOR SHALL PROVIDE/ALLOW FOR
ADDITIONAL POWER REQUIREMENTS IN BID.
3. PROVIDE NEC REQUIRED DISCONNECTS.
4. PROVIDE VENDING MACHINES, KITCHEN EQUIPMENT, DISHWASHERS, ETC WITH GFCI BREAKERS.
VERIFY EQUIPMENT TYPE AND LOCATIONS WITH ARCHITECTURAL DRAWINGS.
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:23:54 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE5−08
08.14.18ELECTRICAL SCHEDULES401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
2. SHADED AREA IS SHOWN FOR LUG LOAD VERIFCATION PURPOSES ONLY.
1. PROVIDE FEED THRU LUGS.
Notes:
Lighting GARAGE 736 VA 125.00% 920 VA
Motor-RESIDENTIAL ELEVATOR 500 VA 100.00% 500 VA
Receptacle 3780 VA 100.00% 3780 VA
Power 20000 VA 100.00% 20000 VA
Other 0 VA 0.00% 0 VA Total Est. Demand:85 A
Motor 4000 VA 125.00% 5000 VA Total Conn.:83 A
Lighting 832 VA 125.00% 1040 VA Total Est. Demand:70345 VA
Heating 35200 VA 100.00% 35200 VA Total Conn. Load:68971 VA
HVAC 4000 VA 100.00% 4000 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:103 A 95 A 60 A
Total Load:27254 VA 25127 VA 16593 VA
47 48
45 46
43 44
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 14
11 12
9 Lighting GARAGE 20 A 1 640... 864... 1 20 A Lighting 10
7 Lighting GARAGE 20 A 1 64 VA 1333... -- -- -- 8
5 -- -- -- 1526... 1333... -- -- -- 6
3 -- -- -- 2236... 1333... 3 20 A F-08-01 4
1 T-1L8 80 A 3 2286... 3000... 1 20 A EH-01 2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Enclosure:Type 1
Mounting:Surface Wires:4 Mains Rating:400 A
Supply From:6H1 Phases:3 Mains Type:MLO
Location:Volts:480/277 Wye A.I.C. Rating:65,000
Branch Panel: 8H1
2. SHADED AREA IS SHOWN FOR LUG LOAD VERIFICATION PURPOSES ONLY.
1. PROVIDE FEED THRU LUGS
Notes:
Motor-RESIDENTIAL ELEVATOR 500 VA 100.00% 500 VA Total Est. Demand:168 A
Receptacle 3780 VA 100.00% 3780 VA Total Conn.:168 A
Power 20000 VA 100.00% 20000 VA Total Est. Demand:60480 VA
Heating 32200 VA 100.00% 32200 VA Total Conn. Load:60480 VA
HVAC 4000 VA 100.00% 4000 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:200 A 195 A 127 A
Total Load:22860 VA 22360 VA 15260 VA
89 90
87 88
85 86
83 84
81 82
79 80
77 78
75 76
73 74
71 72
69 70
67 68
65 66
63 64
61 62
59 60
57 58
55 56
53 54
51 52
49 50
47 48
45 46
43 -- -- -- 1000...44
41 DCU-XX-01 20 A 2 1000... 900... 1 20 A Receptacle 42
39 -- -- -- 5000... 720... 1 20 A Receptacle 40
37 CAR CHARGING 20 A 2 5000... 860... 1 20 A Receptacle 38
35 -- -- -- 1000... 3100... -- -- -- 36
33 EH-03 20 A 2 1000... 3100... 2 20 A WH-3 34
31 -- -- -- 1000... 1000... -- -- -- 32
29 EH-03 20 A 2 1000... 1000... 2 20 A EH-03 30
27 -- -- -- 1000... 1000... -- -- -- 28
25 EH-03 20 A 2 1000... 1000... 2 20 A EH-03 26
23 -- -- -- 1000... 0 VA -- -- -- 24
21 EH-03 20 A 2 1000... 0 VA 2 20 A DCU-07-02 22
19 -- -- -- 1000... 1000... -- -- -- 20
17 EH-03 20 A 2 1000... 1000... 2 20 A EH-03 18
15 -- -- -- 1000... 1000... -- -- -- 16
13 EH-03 20 A 2 1000... 1000... 2 20 A EH-03 14
11 -- -- -- 1000... 1260... 1 20 A Receptacle 12
9 EH-03 20 A 2 1000... 540... 1 20 A Receptacle 10
7 -- -- -- 1000... 1000... -- -- -- 8
5 DCU-XX-01 20 A 2 1000... 1000... 2 20 A EH-03 6
3 -- -- -- 1000... 5000... -- -- -- 4
1 EH-03 20 A 2 1000... 5000... 2 20 A CAR CHARGING 2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Enclosure:Type 1 Mains Rating:225 A
Mounting:Surface Wires:4 MCB Rating:150 A
Supply From:T-8L1 Phases:3 Mains Type:MCB
Location:Volts:120/208 Wye A.I.C. Rating:10,000
Branch Panel: 8L1
Date Issue/Revision
05.04.18 DESIGN
DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
PANEL SCHEDULE NOTES:
1. CONTRACTOR TO COORDINATE POWER REQUIREMENTS WITH EQUIPMENT SELECTED.
2. REFER TO MECHANICAL AND PLUMBING PLANS FOR ADDITIONAL POWER REQUIREMENTS AND
LOCATIONS FOR BUILDING MANAGEMENT SYSTEM CONTROL PANELS, VAV POWER, PIU POWER,
CARBON MONOXIDE DETECTOR PANELS, ETC. CONTRACTOR SHALL PROVIDE/ALLOW FOR
ADDITIONAL POWER REQUIREMENTS IN BID.
3. PROVIDE NEC REQUIRED DISCONNECTS.
4. PROVIDE VENDING MACHINES, KITCHEN EQUIPMENT, DISHWASHERS, ETC WITH GFCI BREAKERS.
VERIFY EQUIPMENT TYPE AND LOCATIONS WITH ARCHITECTURAL DRAWINGS.
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:23:56 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE5−09
08.14.18ELECTRICAL SCHEDULES401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
2. SHADED AREA IS SHOWN FOR LUG LOAD VERIFCATION PURPOSES ONLY.
1. PROVIDE FEED THRU LUGS.
Notes:
Receptacle 4320 VA 100.00% 4320 VA
Other 196 VA 100.00% 196 VA Total Est. Demand:79 A
Motor 22600 VA 119.25% 26950 VA Total Conn.:73 A
Lighting - Dwelling Unit 880 VA 100.00% 880 VA Total Est. Demand:65455 VA
Lighting 128 VA 125.00% 160 VA Total Conn. Load:61074 VA
Heating 33000 VA 100.00% 33000 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:74 A 68 A 81 A
Total Load:20151 VA 18764 VA 22160 VA
47 48
45 46
43 44
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 Lighting - Dwelling Unit 20 A 1 240...16
13 Lighting 20 A 1 448... 320... 1 20 A Lighting - Dwelling Unit 14
11 EH-09 20 A 1 5000... 5000... 1 20 A EH-09 12
9 EH-09 20 A 1 5000... 5000... 1 20 A EH-09 10
7 EH-09 20 A 1 5000... 5000... 1 20 A EH-09 8
5 -- -- -- 6360... 5800... -- -- -- 6
3 -- -- -- 2736... 5800... -- -- -- 4
1 T-1L9 250 A 3 3620... 5800... 3 30 A SCU-XX-01 2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Enclosure:Type 1
Mounting:Surface Wires:4 Mains Rating:400 A
Supply From:5000A BUS Phases:3 Mains Type:MLO
Location:ELECTRICAL ROOM 908 Volts:480/277 Wye A.I.C. Rating:65,000
Branch Panel: 9H1
2. SHADED AREA IS SHOWN FOR LUG LOAD VERIFICATION PURPOSES ONLY.
1. PROVIDE FEED THRU LUGS
Notes:
Total Est. Demand:38 A
Receptacle 4320 VA 100.00% 4320 VA Total Conn.:35 A
Other 196 VA 100.00% 196 VA Total Est. Demand:13716 VA
Motor 5200 VA 119.23% 6200 VA Total Conn. Load:12716 VA
Heating 3000 VA 100.00% 3000 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:31 A 23 A 54 A
Total Load:3620 VA 2736 VA 6360 VA
89 -- -- -- 180...90
87 -- -- -- 180...88
85 9L1B 400 A 3 180...86
83 84
81 82
79 80
77 78
75 76
73 74
71 72
69 70
67 68
65 66
63 64
61 62
59 60
57 58
55 56
53 54
51 52
49 50
47 48
45 46
43 44
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 Other 20 A 1 56 VA 16
13 Other 20 A 1 140...14
11 F-XX-01 20 A 1 4000... 500... 1 20 A CP-0 12
9 PIU-XX-01 20 A 1 700... 360... 1 20 A Receptacle 10
7 -- -- -- 1500... 540... 1 20 A Receptacle 8
5 WH-O 20 A 2 1500... 180... 1 20 A Receptacle 6
3 Receptacle 20 A 1 360... 1080... 1 20 A Receptacle 4
1 Receptacle 20 A 1 720... 540... 1 20 A Receptacle 2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Enclosure:Type 1 Mains Rating:400 A
Mounting:Surface Wires:4 MCB Rating:400 A
Supply From:T-9L1 Phases:3 Mains Type:MCB
Location:TENANT CORRIDOR 911 Volts:120/208 Wye A.I.C. Rating:10,000
Branch Panel: 9L1A
2. 2.. SHADED AREAS SHOWN FOR LUG LOAD VERIFICATION PURPOSED ONLY.
1. PROVIDE FEEDTHRU LUGS
Notes:
Total Est. Demand:1 A
Total Conn.:1 A
Total Est. Demand:540 VA
Total Conn. Load:540 VA
Receptacle 540 VA 100.00% 540 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:2 A 2 A 2 A
Total Load:180 VA 180 VA 180 VA
89 -- -- -- 0 VA 90
87 -- -- -- 0 VA 88
85 1L9C 400 A 3 0 VA 86
83 84
81 82
79 80
77 78
75 76
73 74
71 72
69 70
67 68
65 66
63 64
61 62
59 60
57 58
55 56
53 54
51 52
49 50
47 48
45 46
43 44
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 14
11 12
9 10
7 8
5 180... 1 20 A Receptacle 6
3 180... 1 20 A Receptacle 4
1 180... 1 20 A Receptacle 2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Enclosure:Type 1
Mounting:Surface Wires:4 Mains Rating:400 A
Supply From:9L1A Phases:3 Mains Type:MLO
Location:Volts:120/208 Wye A.I.C. Rating:10,000
Branch Panel: 9L1B
2. 2.. SHADED AREAS SHOWN FOR LUG LOAD VERIFICATION PURPOSED ONLY.
1. PROVIDE FEEDTHRU LUGS
Notes:
Total Est. Demand:0 A
Total Conn.:0 A
Total Est. Demand:0 VA
Total Conn. Load:0 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:0 A 0 A 0 A
Total Load:0 VA 0 VA 0 VA
89 90
87 88
85 86
83 84
81 82
79 80
77 78
75 76
73 74
71 72
69 70
67 68
65 66
63 64
61 62
59 60
57 58
55 56
53 54
51 52
49 50
47 48
45 46
43 44
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 14
11 12
9 10
7 8
5 6
3 4
1 2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Enclosure:Type 1
Mounting:Surface Wires:4 Mains Rating:400 A
Supply From:9L1B Phases:3 Mains Type:MLO
Location:Volts:120/208 Wye A.I.C. Rating:10,000
Branch Panel: 9L1C
2. SHADED AREA IS SHOWN FOR LUG LOAD VERIFCATION PURPOSES ONLY.
1. PROVIDE FEED THRU LUGS.
Notes:
Lighting GARAGE 576 VA 125.00% 720 VA Total Est. Demand:14 A
Lighting STAIRWELL 4512 VA 125.00% 5640 VA Total Conn.:11 A
Other 504 VA 100.00% 504 VA Total Est. Demand:11560 VA
Lighting - Dwelling Unit 800 VA 100.00% 800 VA Total Conn. Load:9504 VA
Lighting 3136 VA 125.00% 3920 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:14 A 9 A 13 A
Total Load:3606 VA 2443 VA 3456 VA
47 ---- --2432...48
45 ---- --1355...46
43 E12H1 225 A 3 1785...44
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 14
11 12
9 10
7 Lighting - Dwelling Unit 20 A 1 320... 160... 1 20 A Lighting - Dwelling Unit 8
5 Lighting GARAGE 20 A 1 576... 448... 1 20 A Lighting - Dwelling Unit 6
3 Lighting STAIRWELL 20 A 1 768... 320... 1 20 A Lighting 4
1 Lighting STAIRWELL 20 A 1 672... 672... 1 20 A Lighting STAIRWELL 2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Enclosure:Type 1
Mounting:Surface Wires:4 Mains Rating:225 A
Supply From:E6H1 Phases:3 Mains Type:MLO
Location:ELECTRICAL ROOM 908 Volts:480/277 Wye A.I.C. Rating:65,000
Branch Panel: E9H1
Date Issue/Revision
05.04.18 DESIGN
DEVELOPMENT
08.14.18 ISSUE FOR
CONSTRUCTION
PANEL SCHEDULE NOTES:
1. CONTRACTOR TO COORDINATE POWER REQUIREMENTS WITH EQUIPMENT SELECTED.
2. REFER TO MECHANICAL AND PLUMBING PLANS FOR ADDITIONAL POWER REQUIREMENTS AND
LOCATIONS FOR BUILDING MANAGEMENT SYSTEM CONTROL PANELS, VAV POWER, PIU POWER,
CARBON MONOXIDE DETECTOR PANELS, ETC. CONTRACTOR SHALL PROVIDE/ALLOW FOR
ADDITIONAL POWER REQUIREMENTS IN BID.
3. PROVIDE NEC REQUIRED DISCONNECTS.
4. PROVIDE VENDING MACHINES, KITCHEN EQUIPMENT, DISHWASHERS, ETC WITH GFCI BREAKERS.
VERIFY EQUIPMENT TYPE AND LOCATIONS WITH ARCHITECTURAL DRAWINGS.
c
NORTH CAROLINA REG NO: C-2129
100 CRESCENT CENTRE PARKWAY,
TUCKER, GEORGIA 30084 [phone]
FAX [phone]PROJECT NO: 17062
Leppard Johnson & Associates, PC
SUITE 520 LLCARCHITECTUREINTERIOR DESIGNRUBIOTRAMMELLULEROYJ300 Galleria Parkway Suite 740 Atlanta, Georgia 30339770-661-1492 (phone) 770-661-1493 (fax)www.rjtplusr.comTHIS DRAWING IS THE PROPERTY OF RULE JOY TRAMMELL + RUBIO, LLC AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT © 2012DRAWING NO:
PRINTED
DATE:COMMISSION NO:ISSUED FOR CONSTRUCTION8/13/2018 11:23:58 AM C:\Users\ashley.LEPPARDJOHNSON\Documents\17062 - ELECTRICAL_v17_ashley_leppardjohnson_com.rvtE5−10
08.14.18ELECTRICAL SCHEDULES401 SOUTH GRAHAM401 SOUTH GRAHAM STREETCHARLOTTE, NORTH CAROLINA15_085
2. SHADED AREA IS SHOWN FOR LUG LOAD VERIFCATION PURPOSES ONLY.
1. PROVIDE FEED THRU LUGS.
Notes:
Total Est. Demand:49 A
Total Conn.:47 A
Receptacle 3780 VA 100.00% 3780 VA Total Est. Demand:40605 VA
Motor 5700 VA 119.74% 6825 VA Total Conn. Load:39480 VA
Heating 30000 VA 100.00% 30000 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:51 A 47 A 45 A
Total Load:14000 VA 12900 VA 12580 VA
47 48
45 46
43 44
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 14
11 EH-09 20 A 1 5000... 5000... 1 20 A EH-09 12
9 EH-09 20 A 1 5000... 5000... 1 20 A EH-09 10
7 EH-09 20 A 1 5000... 5000... 1 20 A EH-09 8
5 -- -- -- 1080... 1500... -- -- -- 6
3 -- -- -- 1400... 1500... -- -- -- 4
1 T-10L1 250 A 3 2500... 1500... 3 20 A SCU-XX-01 2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Enclosure:Type 1
Mounting:Surface Wires:4 Mains Rating:400 A
Supply From:5000A BUS Phases:3 Mains Type:MLO
Location:ELECTRICAL ROOM 1008 Volts:480/277 Wye A.I.C. Rating:65,000
Branch Panel: 10H1
2. SHADED AREA IS SHOWN FOR LUG LOAD VERIFICATION PURPOSES ONLY.
1. PROVIDE FEED THRU LUGS
Notes:
Total Est. Demand:14 A
Total Conn.:14 A
Total Est. Demand:5155 VA
Receptacle 3780 VA 100.00% 3780 VA Total Conn. Load:4980 VA
Motor 1200 VA 114.58% 1375 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:21 A 12 A 9 A
Total Load:2500 VA 1400 VA 1080 VA
89 -- -- -- 0 VA 90
87 -- -- -- 0 VA 88
85 10L1B 400 A 3 0 VA 86
83 84
81 82
79 80
77 78
75 76
73 74
71 72
69 70
67 68
65 66
63 64
61 62
59 60
57 58
55 56
53 54
51 52
49 50
47 48
45 46
43 44
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 14
11 360... 1 20 A Receptacle 12
9 540... 1 20 A Receptacle 10
7 720... 1 20 A Receptacle 8
5 Receptacle 20 A 1 540... 180... 1 20 A Receptacle 6
3 Receptacle 20 A 1 360... 500... 1 20 A F-XX-01 4
1 Receptacle 20 A 1 1080... 700... 1 20 A PIU-XX-01 2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Enclosure:Type 1 Mains Rating:400 A
Mounting:Surface Wires:4 MCB Rating:400 A
Supply From:T-10L1 Phases:3 Mains Type:MCB
Location:TENANT CORRIDOR 1011 Volts:120/208 Wye A.I.C. Rating:10,000
Branch Panel: 10L1A
2. 2.. SHADED AREAS SHOWN FOR LUG LOAD VERIFICATION PURPOSED ONLY.
1. PROVIDE FEEDTHRU LUGS
Notes:
Total Est. Demand:0 A
Total Conn.:0 A
Total Est. Demand:0 VA
Total Conn. Load:0 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:0 A 0 A 0 A
Total Load:0 VA 0 VA 0 VA
89 -- -- -- 0 VA 90
87 -- -- -- 0 VA 88
85 10L1C 400 A 3 0 VA 86
83 84
81 82
79 80
77 78
75 76
73 74
71 72
69 70
67 68
65 66
63 64
61 62
59 60
57 58
55 56
53 54
51 52
49 50
47 48
45 46
43 44
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 14
11 12
9 10
7 8
5 6
3 4
1 2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Enclosure:Type 1
Mounting:Surface Wires:4 Mains Rating:400 A
Supply From:10L1A Phases:3 Mains Type:MLO
Location:TENANT CORRIDOR 1011 Volts:120/208 Wye A.I.C. Rating:10,000
Branch Panel: 10L1B
2. 2.. SHADED AREAS SHOWN FOR LUG LOAD VERIFICATION PURPOSED ONLY.
1. PROVIDE FEEDTHRU LUGS
Notes:
Total Est. Demand:0 A
Total Conn.:0 A
Total Est. Demand:0 VA
Total Conn. Load:0 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:0 A 0 A 0 A
Total Load:0 VA 0 VA 0 VA
89 90
87 88
85 86
83 84
81 82
79 80
77 78
75 76
73 74
71 72
69 70
67 68
65 66
63 64
61 62
59 60
57 58
55 56
53 54
51 52
49 50
47 48
45 46
43 44
41 42
39 40
37 38
35 36
33 34
31 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 14
11 12
9 10
7 8
5 6
3 4
1 2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Enclosure:Type 1
Mounting:Surface Wires:4 Mains Rating:400 A
Supply From:10L1B Phases:3 Mains Type:MLO
Location:TENANT CORRIDOR 1011 Volts:120/208 Wye A.I.C. Rating:10,000
Branch Panel: 10L1C
Date Issue/Revision
08.14.18 ISSUE FOR
CONSTRUCTION
2. SHADED AREA IS SHOWN FOR LUG LOAD VERIFCATION PURPOSES ONLY.
1. PROVIDE FEED THRU LUGS.
Notes:
Total Est. Demand:1 A
Total Conn.:1 A
Total Est. Demand:210 VA
Total Conn. Load:210 VA
Other 210 VA 100.00% 210 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps:2 A 0 A 0 A
Total Load:210 VA 0 VA 0 VA
35 -- -- -- 0 VA 36
33 -- -- -- 0 VA 34
31 E14L1 100 A 3 0 VA 32
29 30
27 28
25 26
23 24
21 22
19 20
17 18
15 16
13 14
11 12
9 10
7 8
5 6
3 4
1 210... 1 20 A Other 2
CKT Load Name Trip Poles A B C Poles Trip Load Name CKT
Enclosure:Type 1
Mounting:Surface Wires:4 Mains Rating:100 A
Supply From:E1L1 Phases:3 Mains Type:MLO
Location:Volts:120/208 Wye A.I.C. Rating:10,000
Branch Panel: E10L1