11044_CAMP_EMP Site 27-28 Multi-Family Apartments_20240530

#C-1269 Engineering
#C-245 Geology

Environmental Management Plan
27/28 Multi-Family Apartments

CAMP Brownfields Site
Statesville Avenue and
Woodward Avenue
Charlotte, North Carolina
Brownfields Project No. 11044-07-060

H&H Job No. ATL-008
November 4, 2023
(Revised May 30, 2024)

CONTENTS

Completed EMP Template Form

Figures

Figure 1 NCBP Diagram for Temporary Containment of Impacted or Potentially
Impacted Soil
Figure 2 Site Location Map
Figure 3 Proposed Building Layout and Sample Location Map

Appendices

Appendix A Preliminary Site Plan
Appendix B Preliminary Construction Schedule
Appendix C Previous Environmental Assessment Data Tables
Appendix D Preliminary Site Grading Plan and Cut/Fill Analysis

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EMP Version 3, March 2023  
NORTH CAROLINA BROWNFIELDS REDEVELOPMENT SECTION  
ENVIRONMENTAL MANAGEMENT PLAN 

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

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

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

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

Voluntary Metrics Tab 
The NC Brownfields Redevelopment Section updates estimated capital investment (from the
Brownfields Property Application) and estimated jobs created (from the Brownfields
Agreement) whenever possible. As a voluntary measure, you may opt to complete the below
information for capital investment and jobs created as estimated by your final redevelopment
plans for the Brownfields Property:

1. Estimated capital investment in redevelopment project: Click or tap here to enter
text.
2. Estimated jobs created:
a. Construction Jobs: Click or tap here to enter text.
b. Full Time Post-Redevelopment Jobs: Click or tap here to enter text.

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EMP Version 3, March 2023  
Table of Contents

NORTH CAROLINA BROWNFIELDS REDEVELOPMENT SECTION .................................................................. 1 
ENVIRONMENTAL MANAGEMENT PLAN .................................................................................................... 1 
GENERAL INFORMATION ........................................................................................................................ 4 
COMMUNICATIONS ................................................................................................................................ 5 
NOTIFICATIONS TO THE BROWNFIELDS REDEVELOPMENT SECTION ..................................................... 6 
REDEVELOPMENT PLANS ........................................................................................................................ 6 
CONTAMINATED MEDIA ......................................................................................................................... 8 
PART 1. SOIL ........................................................................................................................................ 8 
PART 2. GROUNDWATER .................................................................................................................. 19 
PART 3. SURFACE WATER .................................................................................................................. 22 
PART 4. SEDIMENT ............................................................................................................................ 22 
PART 5.  SOIL VAPOR ......................................................................................................................... 23 
PART 6. INDOOR AIR ......................................................................................................................... 24 
VAPOR INTRUSION MITIGATION SYSTEM ............................................................................................. 25 
CONTINGENCY PLAN ............................................................................................................................. 25 
POST‐REDEVELOPMENT REPORTING ..................................................................................................... 27 
APPROVAL SIGNATURES ....................................................................................................................... 29 

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EMP Version 3, March 2023  
So that the EMP provides value in protecting Brownfields eligibility and public health, the 
preparer shall ensure that the following steps have been completed prior to submitting the 
EMP for review.  Any EMP prepared without completing all of the following is premature and may 
be returned without comment.   

☒ Site sampling and assessment that meets Brownfields’ objectives is complete and has 
been reviewed and approved by the Brownfields project manager. 

☒ Specific redevelopment plans, even if conceptual, have been developed for the project, 
submitted and reviewed by the Brownfields project manager. 

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

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

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

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

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

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

☒ 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 import to the Brownfields Property. 

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EMP Version 3, March 2023  

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

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

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

GENERAL INFORMATION 

Date: 11/4/2023 Revision Date (if applicable): 5/30/2024 

Brownfields Assigned Project Name: CAMP Brownfields Site – 27/28 Multi‐Family Apartments 

Brownfields Project Number: 11044‐07‐060 

Brownfields Property Address: The Brownfields property is located within the CAMP North End (CNE) 
development and southeast of the intersection of  Statesville Avenue and Woodward Avenue at the 
addresses 1832 Statesville Avenue and 820 Water Tower Drive in Charlotte, Mecklenburg County, 
North Carolina. 

Brownfields Property Area (acres): The Site is part of the CNE development that consists of seventeen 
(17) buildings across the property.  The current property owner, NewCamp Landowner, LP 
(NewCamp), purchased the property in December 2016 and entered the southern portion of the Site 
(former Rite Aid) into a Brownfields Agreement with the North Carolina Department of Environmental 
Quality (DEQ) which was finalized in October 2017 (#20050‐16‐060).  In 2016, NewCamp also 
purchased the CAMP Brownfields property (#11044‐07‐060) located in the northern portion of the 
Site, which was entered into the DEQ Brownfields Program in 2006 by a previous PD.  The Site is 
located at the northwestern portion of the #11044‐07‐060 Brownfields Property located at Statesville 
Avenue (to the west) and Woodward Avenue (to the north) in Charlotte, Mecklenburg County, North 
Carolina (Site).  The multi‐family building project is referred to as Building 27/28 and the Woodward 
Multi Family Development.  A Site location map is provided as Figure 2, and the Site and surrounding 
area are shown in Figure 3. 
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. 

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EMP Version 3, March 2023  
COMMUNICATIONS 

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

Prospective Developer (PD): NewCamp Landowner, LP   
Contact Person: Scott Carr, Director of Construction  
Phone Numbers:   Office: (704) 682‐7159 Mobile: (704) 682‐7159   
Email: [e-mail]   

Contractor for PD: DE Looper & Co. (DELCO)   
Contact Person: Matt Winters 
Phone Numbers:   Office: (828) 324‐1284 (ext 306) Mobile:  NA   
Email: [e-mail]    

Environmental Consultant: Hart & Hickman, PC    
Contact Person: Matt Ingalls 
Phone Numbers:   Office: (704) 887‐4617 Mobile: (704) 560‐5767   
Email: [e-mail]  

Brownfields Redevelopment Section Project Manager:  Carolyn Minnich 
Phone Numbers:   Office: (704) 661‐0330 Mobile: (704) 661‐0330   
Email: [e-mail]   

Other DEQ Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch, 
Hazardous Waste, Solid Waste):  
Ray Livermore w/ USACE 
FUDS Project Manager 
U.S. Army Corps of Engineers, Wilmington District 
Phone:  (910) 251‐4702  
Email:  [e-mail] 

George Adams w/ DEQ Brownfields
Phone: [phone]
Email: [e-mail]

and

[e-mail]

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EMP Version 3, March 2023  

NOTIFICATIONS TO THE BROWNFIELDS REDEVELOPMENT SECTION 

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

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

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

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

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

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

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

REDEVELOPMENT PLANS 

1) Type of Redevelopment (check all that apply): 
☒Residential ☐Townhomes (Prior written DEQ approval REQUIRED regardless of ownership 
structure) ☐Recreational ☐Institutional  ☒Commercial  ☒Office  ☒Retail  ☐Industrial 
☒Other specify: 
Parking 

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:  
Planned redevelopment at the Brownfields property includes construction of a high‐density 
apartment complex with amenity space(s), potential retail space(s), and a parking garage.  The 

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EMP Version 3, March 2023  
redevelopment will consist of new construction of two (2) mix‐use buildings (referred to as 
Buildings 27 and 28) that are approximately 161,920 and 210,362 square ft in size, respectively, 
with five (5) levels, and comprised of 307 residential units (studios, 1‐ bedroom, 2‐bedroom, and 
4‐bedroom), office/workspaces, and commercial spaces.  A third single‐story amenities building 
(1,684 square ft) is also proposed along with a courtyard and swimming pool.  The parking 
garage (650 vehicles) is also proposed with will consist of five (5) levels that total 218,038 sqaure 
ft.  The buildings will be constructed with a slab on grade except for a portion of the parking lot 
will be subgrade  one level.  Aggregate piers will be required for all building foundations.   

Prior to redevelopment, the western portions of two (2) existing on‐Site structures (Hercules 
North and Hercules South) will be razed and grading will be completed to achieve proposed final 
grade elevations.  Copies of the civil site plan prepared by LandDesign and architectural plans 
prepared by Dwell Design Studio are provided as Appendix A. 

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

5) Are sediment and erosion control measures required by federal, state, or local regulations?  
S&EC requirements can be found at: https://deq.nc.gov/about/divisions/energy‐mineral‐and‐land‐
resources/erosion‐and‐sediment‐control/erosion‐and‐sediment‐control‐laws‐and‐rules 
  ☒ Yes    ☐ No    ☐ Unknown  
☒  If yes, please check here to confirm that earth‐work will be conducted in accordance with 
applicable legal requirements.  If soil disturbance is necessary to install sediment and erosion 
control measures, they may not begin until this EMP is approved.  

6) Which category of risk‐based screening level is used or is anticipated to be specified in the 
Brownfields Agreement?  Note: If children frequent the property, residential screening levels shall 
be cited in the Brownfields Agreement for comparison purposes. 
☒ Residential   ☐ Non‐Residential or Industrial/Commercial 

7) Schedule for Redevelopment (attach construction schedule): 
a) Construction start date: 9/1/2024 

b) Anticipated duration (specify activities during each phase):  
Redevelopment activities are expected to be completed in approximately 30 months.  A 
construction schedule is included as Appendix B that notes a May 2024 start date.  However, 
Scott Carr (Camp North End) indicated that the construction schedule has been extended 
approximately 4 months with an estimated start date in Sept 2024.  Note this construction 
start date is subject to change. 

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EMP Version 3, March 2023  

c) Additional phases planned? ☐ Yes  ☒ No    

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

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

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

d) Provide the planned date of occupancy for new buildings: 10/1/2026

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

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

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

PART 1. SOIL 
1) Known or suspected contaminants in soil (list general groups of contaminants): 
In March 2023, H&H conducted Brownfield Phase II Assessment activities at the Site.  A tabular 
summary of the Phase II soil analytical data in comparison to the July 2022 DEQ Residential and 

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EMP Version 3, March 2023  
Industrial/Commercial Preliminary Soil Remediation Goals (PSRGs) is included in Appendix C.  
Approximate soil sample locations are shown on Figure 3, and a brief summary of the results is 
provided below. 

Volatile Organic Compounds (VOCs) 
Laboratory analytical results indicate trace estimated (J‐flag) detections of the VOCs carbon 
disulfide, methylene chloride, methyl ethyl ketone, and toluene in one or more soil samples 
below all respective PSRGs.  The VOC acetone was detected in all soil samples collected at the 
Site.  Acetone is a common laboratory artifact and is likely a result of laboratory‐introduced 
contamination.  No other VOCs were detected above laboratory method detection limits (MDLs) 
in soil samples collected at the Site. 

Semi‐Volatile Organic Compounds (SVOCs) 
No SVOCs were detected above laboratory MDLs in any soil sample collected at the Site. 

Metals 
Arsenic was detected in all soil samples collected at the Site at concentrations ranging from 
0.700 mg/kg to 2.03 mg/kg, which are above the Residential PSRG of 0.68 mg/kg.  The detected 
arsenic concentrations are consistent with Site‐specific background levels, are below the mean 
published regional background range for North Carolina soils and are likely naturally occurring.  
Hexavalent chromium was detected in soil samples SB‐8 (0.504 mg/kg), SB‐10 (0.354 mg/kg), and 
SB‐11 (0.342 mg/kg) at concentrations above the Residential PSRG of 0.31 mg/kg, but within the 
range of Site‐specific background.  Although the presence of arsenic and hexavalent chromium in 
the environment may be the result of anthropogenic activity, arsenic and hexavalent chromium 
appear to be present in background soil at the Site.  No other metals were detected above PSRGs 
in soil samples collected at the Site. 

2) Depth of known or suspected contaminants (feet): 
Soil samples were collected at depths ranging from 0 to 5 ft from across the Site.  However, 
hexavalent chromium detections above the Residential PSRG appear to be limited to shallow soil 
in the southern portion of the Site (SB‐8, SB‐10, and SB‐11).   

3) Area of soil disturbed by redevelopment (square feet): 
The project portion of the Site will be stripped of asphalt pavement along with the western 
portion of the northern and southern Hercules buildings (discussed above) for a total of 
approximately 309,331 square ft area of disturbance.   

4) Depths of soil to be excavated (feet): 
The preliminary grading plan and cut/fill analysis are provided in Appendix D.  As indicated in the 
cut‐fill analysis, cut areas primarily range in depth from 12.5 ft to 0.43 ft below ground surface 
(bgs).  Please note that soil samples were not collected to 12.5 ft.  Since soil will remain on BF 
property, it can be moved on‐Site and final grade sampling will be required.  If soil is disposed of 
off‐site, additional soil sampling may be required for characterization purposes depending on the 

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the export location.   

5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan): 
Grading and construction activities for the proposed redevelopment at the Site will generate 
approximately 24,264 cubic yards of soil that will likely need to be managed to achieve proposed 
final grade elevations.  Currently, the PD plans to reuse the excavated soil from cut areas as 
beneficial fill in the eastern portion of the CAMP Brownfields Site.  Therefore, the PD does not 
anticipate exporting soil off‐Site during this project. 

6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants:             
Based on soil sample results and review of the cut‐fill analysis, it is unlikely grading activities will 
encounter significant areas of impacted soil that will need to be managed. 

7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable:   
Soil excavated at the Site is proposed to be re‐used in fill areas during redevelopment. 

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

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

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

b) NOTE: IF SOIL MEETS THE DEFINITION OF A LISTED HAZARDOUS WASTE AND EXCEEDS 
THE CONTAINED‐OUT LEVELS IN ATTACHMENT 1 TO THE NORTH CAROLINA 
CONTAINED‐IN POLICY, THE SOIL MAY NOT BE RE‐USED ONSITE AND MUST BE 
DISPOSED OF IN ACCORDANCE WITH DEQ HAZARDOUS WASTE SECTION RULES AND 
REGULATIONS.     
c)  Does the soil contain a CHARACTERISTIC WASTE?.................................... ☐ Yes   ☒ No 
☐ If yes, mark reason(s) why below (and include pertinent analytical results). 
☐ Ignitability  Click or tap here to enter text.               
☐ Corrosivity Click or tap here to enter text. 

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☐ 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:  
Soil analytical data for the soil samples collected at the Site does not indicate 
detections capable of exceeding TCLP criteria using the Rule of 20.  Further, the 
soil does not contain a Listed Waste as defined in the North Carolina Hazardous 
Waste Section under 40 CFR Part 261.31‐261.35. 

d) NOTE: IF SOIL MEETS THE DEFINITION OF A CHARACTERISTIC HAZARDOUS WASTE, THE 
SOIL MAY NOT BE RE‐USED ONSITE AND MUST BE DISPOSED OF IN ACCORDANCE WITH 
DEQ HAZARDOUS WASTE SECTION RULES AND REGULATIONS. 

2) Screening criteria by which soil disposition decisions will be made (e.g., left in place, capped in 
place with low permeability barrier, removed to onsite location and capped, removed offsite): 
      ☒ Preliminary Health‐Based Residential SRGs  
      ☐ Preliminary Health‐Based Industrial/Commercial SRGs  
           ☒ Division of Waste Management Risk Calculator (For Brownfields Properties Only) 
    ☐ Site‐specific risk‐based cleanup level. Please provide details of methods used for 
determination/explanation.  
Click or tap here to enter text. 

Additional comments:  
Click or tap here to enter text. 

3) If known impacted soil is proposed to be reused within the Brownfields Property boundary, 
please check the measures that will be utilized to ensure safe placement and documentation of 
same.   Please attach a proposed location diagram/site map.          
☒ Provide documentation of analytical report(s) to Brownfields project manager. 
☒ Provide documentation of final location, thickness and depth of relocated soil onsite map to 
Brownfields project manager once known. 
☒ Geotextile to mark depth of fill material.  
Provide description of material:  
Geotextile fabric or fencing may be used. 

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EMP Version 3, March 2023  
☒ Manage soil under impervious cap ☒  or clean fill ☒  
☒ Describe cap or fill:  
Should potentially impacted soil or fill materials be encountered during redevelopment that 
do not require removal for geotechnical or construction purposes and meets the definition 
of beneficial fill as outlined in the Beneficial Fill rule (15A NCAC 13B.0562), the potentially 
impacted soil or fill materials may be placed beneath impervious surfaces (asphalt 
pavement, sidewalks, access roads, buildings, etc.) or a minimum of 2 ft of clean fill.  

☒ 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: 
☒ Check to confirm that management of fugitive dust from site activities will be handled in 
accordance with applicable local, state, and federal requirements. 

Field screening of site soil 
At a minimum, contractors shall be made aware of protocols should impacted soils (e.g. staining, 
unusual odors, fill materials) be identified.  

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

Soil sample collection 
☐ Yes 

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

Describe the sampling method (e.g., in‐situ grab, composite, stockpile, etc.) and confirm that all 
Click or tap here to enter text. 

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EMP Version 3, March 2023  
procedures outlined in applicable DEQ guidance for assessment shall be followed Typically, at 
least one representative sample (per 500 yd3 for residential and 1,000 yd3 for commercial) 
consisting of a 3 to 5‐point composite sample with grab sample for VOCs based on the highest PID 
reading is required to determine soil management options:  
If significant soil impact is encountered during grading and/or installation or removal of 
utilities, excavation will proceed only as far as needed to allow grading or other 
construction‐related activity to continue and/or only as far as needed to allow alternate 
corrective measures as described below.  Suspect significantly impacted soil excavated 
during redevelopment activities may be stockpiled and covered in a secure area to allow 
construction to progress.  Suspect impacted soil will be stockpiled in accordance with 
Figure 1, NCBP Diagram for Temporary Containment of Impacted or Potentially Impacted 
Soil.  At least one representative soil sample (consisting of a 3 to 5‐point aliquot 
composite sample for non‐VOC analysis with a grab sample for VOC analysis) at a sample 
ratio of 1 soil sample per every approximately 1,000 cubic yards of soil will be collected 
for analysis of total VOCs, SVOCs, RCRA metals, and hexavalent chromium.  If the soil 
sample laboratory analytical results indicate that the soil could potentially exceed toxicity 
characteristic hazardous waste criteria, then the soil will also be analyzed by TCLP for 
those compounds that could exceed the toxicity characteristic hazardous waste criteria.  
Impacted soil will be handled in the manner described in the table below based upon the 
laboratory analyses. 

Check applicable chemical analytes for soil samples: 
☒ Minimum Sample Requirements: Volatile organic compounds (VOCs) by EPA Method 
8260; Semi‐volatile organic compounds (SVOCs) by EPA Method 8270; and Metals RCRA 
List + Hexavalent Chromium by EPA Method 6020/7199 

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

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

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

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

If impacted soils above applicable PSRGs and/or site‐specific risk thresholds are proposed to 
be relocated on‐site, prior to final placement on‐site, the following shall be submitted for DEQ 
review/approval 
‐ Analytical data that has been sampled in accordance with the above referenced frequency and 

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following procedures outlined in the most recent Brownfields Redevelopment Section 
Environmental Site Assessment Work Plan Minimum Requirements Checklist (Checklist) and in 
accordance with DEQ IHSB Guidelines for Assessment and Cleanup of Contaminated Sites 
(Guidelines) 
‐ Figure outlining planned soil placement and any future site features including 
buildings/hardscape/open areas 
‐ A North Carolina PE/PG recommendation of placement 

Impacts 
Options 
Onsite Placement without 
conditions 
Onsite placement under 2 ft 
of cap or clean fill1, 2 
All Constituents below applicable 
PSRGs X  
Constituents3 below applicable 
PSRGs; Metals below background 
but above PSRGs 
X  
Constituents3 below applicable 
PSRGs; Metals above Background 
/PSRGs 
 X 
Constituents above Applicable 
PSRGs  X 
1: Requires Prior Written DEQ Approval 
2: VOC impacted soils above applicable PSRGs shall not be placed directly beneath building footprints 
without prior written DEQ approval. 
3: Constituents indicate any samples evaluated for other than metals. 

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

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

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

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

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

Click or tap here to enter text. 

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Please provide a scope of work for final grade sampling, including a diagram of soil 
sampling locations, number of samples to be collected, and brief sampling methodology.  
Samples should be collected from 0‐2 ft below ground surface, with the exception of VOCs 
which should be taken from 1‐2 ft below ground surface.  Alternatively, indicate if a work 
plan for final grade sampling may be submitted under separate cover. 
Following completion of soil disturbance for future Site development (i.e., after grading 
and utility construction), Hart & Hickman will observe the Site for areas that will not be 
covered upon completion of the redevelopment with a minimum of 2 ft of demonstrably 
clean fill soil, building foundations, sidewalks, asphalt or concrete parking areas, driveways, 
or other impervious areas (e.g., tightly spaced pavers or bricks).  If such areas exist, a Work 
Plan will be prepared for final grade sampling for DEQ Brownfields review and approval.  It 
is anticipated that one final grade soil sample will be collected for laboratory analysis for 
each approximately 100 ft of linear landscape area or every approximately 1,000 sq ft of 
open area. 

Final grade soil samples will consist of 3 to 5‐point aliquot soil samples collected from 
within each evaluation area which will be combined and homogenized to form one 
composite soil sample representative of that evaluation area and submitted for analysis of 
SVOCs and RCRA metals plus hexavalent chromium.  In addition, one grab soil sample will 
be collected for each evaluation area and submitted for laboratory analysis of VOCs.  VOC 
samples will be collected from the sample aliquot with the highest potential for impact 
based on field screening results (i.e., highest PID reading).   

If no such areas exist, documentation will be provided to the DEQ Brownfields 
Redevelopment Section project manager and/or the DEQ Brownfields Property 
Management Unit. 

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

PART 1.B. IMPORTED FILL SOIL 

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

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

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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?  
Based on preliminary grading plans and cut/fill analysis, the PD does not anticipate import of fill 
soil from an off‐site source during construction activities to achieve the desired grades.  However, 
limited amounts of virgin organic rich topsoil may be imported from a commercial landscape 
material vendor for use in proposed landscaped areas. 

3) If yes, what is the anticipated depth that fill soil will be placed at the property? (If a range 
of depths, list the range.) 
Current plans include using cut soil to balance the 27/28 Multi‐Family Apartment project area in 
addition to adding soil to other areas on the CAMP Brownfields property (eastern portion of the 
Brownfields site).  Limited fill areas on the 27/28 Multi‐Family Apartment project will range from 
8.25 ft to 0.12 ft above existing grade.  Fill soil in the eastern portion of the CAMP Brownfields 
property will range from 12 ft to 0.68 ft above existing grade. 

PRIOR TO SOIL PLACEMENT AT THE BROWNFIELDS PROPERTY, a Soil Import Request must be 
submitted for DEQ Brownfields review and approval. The request shall consist of a data 
package that details:  
‐ Fill source location/history (Phase I if available, current aerials, etc.) 
‐ Analytical data that has been sampled in accordance with the below frequency and 
following procedures outlined in the most recent Brownfields Redevelopment Section 
Environmental Site Assessment Work Plan Minimum Requirements Checklist (Checklist) 
and in accordance with DEQ IHSB Guidelines for Assessment and Cleanup of 
Contaminated Sites (Guidelines) 
‐ A table comparing the import soil to existing site concentrations 
‐ A PE/PG recommendation of import 
‐ All relevant attachments listed in the Checklist 

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

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from Commercial Vendor 
(i.e. topsoil) 

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

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

PART 1.C. SOIL EXPORT 

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

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

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

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

Soil Export Options 
Impacts Options 

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

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

If other special considerations apply, discuss:  
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. 

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☐ If yes, provide specifications on barrier materials or provide the results of this evaluation in the 
Vapor Mitigation Plan. Note that if vapor mitigation is planned for site buildings, utility corridors 
will need to be evaluated as part of mitigation designs: 
Click or tap here to enter text. 

☒ If no, include rationale here: 
The PD intends to install a vapor mitigation system for the proposed redevelopment.   

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

Other comments regarding managing impacted soil in utility trenches:  
Although not anticipated, in the event that evidence of contaminated soil and/or vapors (e.g., 
unusual odors and/or stained soil) is encountered in utility trenches during redevelopment 
activities, the trench will be evacuated, and appropriate safety screening of the vapors will be 
performed to protect workers.  If results indicate further action is warranted in response to 
vapors to protect workers, appropriate engineering controls (such as use of industrial fans) will 
be implemented.  

The contractor and workers will observe soil for potential impacts during utility installation 
activities. Evidence of potential significant impacted soil includes a distinct unnatural color, 
strong odor, or filled or previously disposed materials of concern (i.e., chemicals, tanks, drums, 
etc.).  Should the above be noted during utility work, the contractor will contact the project 
environmental professional to observe the suspect condition and screen the soil using a PID or 
other similar vapor field screening instrument.  If the project environmental professional 
confirms that the material may be impacted, then the procedures outlined above in Managing 
On‐Site Soil (Part 1.A.) will be implemented.  In addition, the environmental professional will 
contact the DEQ Brownfields project manager within 48 hours to advise that person of the 
condition. 

PART 2. GROUNDWATER  

1) What is the depth to groundwater at the Brownfields Property? 
The depth to groundwater measured in a monitoring well installed in the central portion of the 
Site during the March 2023 Brownfields Phase II ESA was approximately 9.5 ft bgs. 

2) What is the maximum depth of soil disturbance onsite?  
As indicated in the cut‐fill analysis (Appendix D), soil in the northern portion of the Site is 
planned to be cut by up to 12.5 ft below existing grade.   

3) Is groundwater known to be contaminated by ☐onsite  ☐offsite   ☒both or ☐unknown 
sources?  Describe source(s):  
Results of recent groundwater assessment activities during the March 2023 Brownfields Phase II 
ESA did not indicate the presence of VOCs, SVOCs, or RCRA Metals at concentrations above 
North Carolina 2L Groundwater Quality Standards (2L Standards) and/or DEQ Vapor Intrusion 

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Groundwater Screening Levels (GWSLs).  A tabular summary of the groundwater analytical data 
is provided in Appendix C.  Groundwater sample locations are shown on Figure 3.  A summary of 
groundwater sample results completed during the Brownfields Phase II ESA  are summarized 
below. 

VOCs 
Laboratory analytical results indicate the detection of the VOCs acetone and toluene above 
laboratory MDLs, but below 2L Standards in the TMW‐1/GW‐DUP groundwater samples.  No 
other VOCs were detected at concentrations above laboratory MDLs. 

SVOCs 
No SVOCs were detected at concentrations above laboratory MDLs. 

Metals 
As anticipated, several metals including arsenic, barium, chromium, and lead were detected 
above laboratory MDLs in the groundwater samples collected at the Site.  No metals were 
detected at concentrations above 2L Standards in the groundwater samples. 

Although impacts were not detected in the project area during the March 2023 Brownfields 
Phase II ESA, chlorinated solvents (specifically trichloroethylene [TCE]) have been detected at 
concentrations above 2L Standards and GWSLs in groundwater samples collected on the CAMP 
Brownfields Property at locations southeast and topographically upgradient of the 27/28 Project 
Area.   

4) What is the direction of groundwater flow at the Brownfields Property?  
Groundwater flow at the Site is expected to mimic topography and flow in a generally north‐
northwesterly direction towards the on‐Site unnamed tributary of Irwin Creek located 200 ft 
northwest of the Site. 

5) Will groundwater likely be encountered during planned redevelopment activities (e.g. 
footer/utility construction or helical pilings?)    
☐Yes    ☒No  
If yes, describe these activities: 
Although it is not anticipated groundwater will be encountered during redevelopment, if 
deemed warranted groundwater management options may be evaluated further and may 
include the dewatering of groundwater, the installation of waterproofing materials, 
containerization for off‐site disposal, discharge to sanitary sewer, and/or NPDES permitting.   

In the event that groundwater is encountered during redevelopment activities (even  if no is 
checked above), list activities for contingent management of groundwater (e.g., dewatering 
of groundwater from excavations or foundations, containerizing, offsite disposal, discharge to 
sanitary sewer, NPDES permit, or sampling procedures).  
Appropriate worker safety measures will be undertaken if groundwater gathers in an open 
excavation within an area determined to be impacted (based on previous sampling data, strong 
odor, unnatural color, sheen, etc.) during construction activities.  The contractor will contact the 
environmental professional to observe the area(s) suspected to be impacted.  The accumulated 
water will be allowed to evaporate/infiltrate to the extent time for dissipation does not disrupt 

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the construction schedule.  Should the time needed for natural dissipation of accumulated 
water be deemed inadequate, the water will be tested for the presence of VOCs, SVOCs, and 
RCRA metals and disposed off‐site (if impacted).  If groundwater is not determined to be 
impacted, accumulated water will be discharged to the storm sewer in accordance with 
applicable municipal and State regulations for erosion control and construction stormwater 
control.    

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

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

8) Please provide additional details as needed:   

Existing monitoring wells located within the project area associated with the US Army Corps of 
Engineers (USACE) Formerly Used Defense Sites (FUDS) program will be protected (see MW31‐T and 
MW31‐B below) or will be properly abandoned (see MW32T and MW32‐B below) if future plans 
include disturbing the monitoring well(s) and will be replaced if needed and requested by the USACE.  
The PD is in the process of coordinating these activities with the USACE.  Note, H&H will verify that 
the temporary monitoring wells listed below and located in the area of the proposed development 
(TW01‐TR, TW02‐T, TW03‐T, and TW04‐T) have been abandoned. 

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

PART 3. SURFACE WATER 
1) Is surface water present at the property?  ☐ Yes ☒ No  
2) If yes, attach a map showing the location of surface water at the Brownfields Property 
3) Is surface water at the property known to be contaminated? ☐ Yes  ☐ No  ☐ Unknown 
4) Will workers or the public be in contact with surface water during planned redevelopment 
activities or as part of the final redevelopment?    ☐ Yes  ☒ No 
5) In the event that contaminated surface water is encountered during redevelopment 
activities, or clean surface water enters open excavations, list activities for management of 
such events (e.g. flooding, contaminated surface water run‐off, stormwater impacts): 
If surface water run‐off gathers in an open excavation within an area determined to be impacted 
during construction activities, appropriate worker safety measures will be undertaken.  The 
accumulated water will be allowed to evaporate/infiltrate to the extent that the time for 
dissipation does not disrupt the construction schedule.  Should the time needed for natural 
dissipation of accumulated water be deemed inadequate, the water will be tested and disposed 
off‐Site or tested and discharged to the storm sewer in accordance with applicable municipal and 
State regulations for erosion control and construction stormwater control.  Note, depending on 
the testing results, a National Pollution Discharge Elimination System (NPDES) permit may be 
required.  In addition, the environmental professional will contact the DEQ Brownfields project 
manager. 

PART 4. SEDIMENT 
1) Are sediment sources present on the property?  ☐ Yes  ☒ No 
2) If yes, is sediment at the property known to be contaminated? ☐ Yes  ☐ No ☐ Unknown 
3) Will workers or the public be in contact with sediment during planned redevelopment 
activities?   ☐ Yes ☒ No 
4) Attach a map showing the location of known contaminated sediment at the property. 
5) In the event that contaminated sediment is encountered during redevelopment activities, list 
activities for management of such events (stream bed disturbance): 
No surface water features, or associated areas of sediment deposit are present on the subject 
Site. 

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PART 5.  SOIL VAPOR 

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

 Groundwater Exterior Soil Vapor Sub‐Slab Soil Vapor 
Residential ☐ Yes ☒ No   
☐ Unknown 
☒ Yes ☐ No   
☐ Unknown 
☒ Yes ☐ No   
☐ Unknown 
Commercial ☐ Yes ☒ No   
☐ Unknown 
☐ Yes ☒ No   
☐ Unknown 
☐ Yes ☒ No   
☐ Unknown 

2) Attach a map showing the locations of all soil vapor samples including any soil vapor 
contaminants that exceeds screening levels and overlays planned site development features.  

3) If applicable, at what depth(s) is exterior soil vapor known to be contaminated?  

4) If applicable, at what depth(s) is sub‐slab soil vapor known to be contaminated? 
☒0‐6 inches ☐Other, please describe:   
As part of the March 2023 Brownfields Phase II ESA activities, sub‐slab vapor samples were 
collected within the western portions of the Hercules North and South buildings (scheduled for 
demolition) from an approximate depth of 0.5 ft bgs, which were also located near or within the 
proposed building footprint.  Laboratory analytical results indicate the presence of multiple VOCs 
at concentrations above the SGSLs.   A tabular summary of the soil gas laboratory analytical 
results is provided in Appendix C and sample locations are presented on Figure 3.   

As part of the March 2023 Brownfields Phase II ESA activities, exterior soil gas samples were collected 
near or within the proposed building footprint from an approximate depth of 5 to 5.5 ft bgs.  
Laboratory analytical results indicate the presence of multiple VOCs at concentrations above the DEQ 
Vapor Intrusion Sub‐Slab and Exterior Soil Gas Screening Levels (SGSLs).   A tabular summary of the 
soil gas laboratory analytical results is provided in Appendix C and sample locations are presented on 
Figure 3.   

Laboratory analytical results indicate the presence of several VOCs above laboratory MDLs.  The VOC 
1,3‐butadiene was detected in soil gas sample SGV‐2 at a concentration of 20.3 μg/m3, which exceeds 
the Residential SGSL of 3.1 μg/m3.  The VOCs benzene (23.8 μg/m3), ethylbenzene (61.5 μg/m3), and 
vinyl chloride (125 μg/m3) were detected in soil gas sample SGV‐3 at concentrations above the 
Residential SGSLs of 12 μg/m3, 37 μg/m3, and 125 μg/m3, respectively.  No other VOCs were detected 
above SGSLs in the soil gas samples collected at the Site. 

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Laboratory analytical results indicate the presence of several VOCs above laboratory MDLs.  The 
VOC TCE was detected in soil gas sample SSV‐14 at an estimated (J‐flag) concentration of 0.612 J 
μg/m3, which is below the Residential SGSL of 14 μg/m3.  The VOC naphthalene was detected in 
sub‐slab vapor samples SSV‐4 (11.5 μg/m3) and SSV‐5 (3.07 μg/m3) above the Residential SGSL of 
2.8 μg/m3.  No other VOCs were detected above SGSLs in the sub‐slab vapor samples collected at 
the Site. 

5) Will workers encounter contaminated exterior or sub‐slab soil vapor during planned 
redevelopment activities?  ☐ Yes  ☐ No ☒ Unknown   
In the event that apparent contaminated soil vapor is encountered (based on elevated PID 
readings, unusual odors, etc.) during redevelopment activities (trenches, manways, basements or 
other subsurface work,) list activities for management of such contact, INCLUDING notification to 
DEQ within 48 hours of identification of the issue for determination of additional requirements:  
The environmental professional will remain on call on an as‐needed‐basis during redevelopment 
activities at the Site.  If contaminated soil vapors are suspected during redevelopment activities 
(based on unusual or strong odors, dizziness, lightheadedness, coughing, difficulty breathing, 
etc.), the excavation area will immediately be evacuated, and the environmental professional will 
be called to perform appropriate safety screening of the vapors.  Safety screening activities 
include monitoring the worker breathing zone with a calibrated multi‐gas monitor (or similar 
instrument[s] capable of detecting VOCs and combustible gases) for VOCs, methane, oxygen, 
carbon dioxide, and hydrogen sulfide photoionization detector.  If results indicate further action 
is warranted, appropriate engineering controls (such as use of industrial fans) will be 
implemented.  In addition, the environmental professional will contact the DEQ Brownfields 
project manager within 48 hours regarding the condition. 

PART 6. INDOOR AIR 

1) Are indoor air data available for the Brownfields Property? ☐ Yes   ☒ No 
2) If applicable, attach a map showing the location(s) where indoor air contaminants exceed site 
screening levels. 
3) If the structures where indoor air has been documented to exceed risk‐based screening levels will 
not be demolished as part of redevelopment activities, will workers encounter contaminated 
indoor air during planned redevelopment activities? ☐ Yes   ☐ No   ☐ Unknown  ☒ N/A 

☐ If no, include rationale here: 
As indicated above, existing Site buildings will be demolished as part of the proposed 
redevelopment activities. 
4) In the event that contaminated indoor air is encountered during redevelopment activities, list 
activities for management of such contact: 
In the unlikely event there is evidence of potential indoor air issues (i.e., unusual odors are identified 
or workers report lightheadedness or other unusual physical reaction) during future redevelopment 

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

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

If yes, ☐ VIMS Plan Attached or ☒ VIMS Plan to be submitted separately   
If submitted separately provide date:  
The PD plans to install vapor intrusion mitigation systems during construction of the proposed 
apartment complex.  A VIMS Plan will be submitted under separate cover. 

VIMS Plan shall be signed and sealed by a NC Professional Engineer and follow the DEQ 
Brownfields Redevelopment Section’s Vapor Intrusion Mitigation System Design Submittal 
Requirements. 

Note that approval of this EMP does not imply approval with any vapor intrusion mitigation land 
use restrictions or requirements of the recorded or draft Brownfields Agreement and that 
separate approval of mitigation measures will be required.  

CONTINGENCY PLAN  

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

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

Check the following chemical analysis that are to be conducted on newly identified releases: 
activities, the area will be evacuated, and appropriate safety screening of the indoor air will be 
performed.  If warranted, safety screening procedures will include periodically screening indoor air for 
volatile organic vapors with a calibrated PID.  If results indicate further action is warranted, 
appropriate engineering controls (such as use of industrial fans) will be implemented. 

26 
EMP Version 3, March 2023  
☒ Minimum Sample Requirements: Volatile organic compounds (VOCs) by EPA Method 8260; 
Semi‐volatile organic compounds (SVOCs) by EPA Method 8270; and Metals RCRA List + 
Hexavalent Chromium by EPA Method 6020/7199 

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

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

☐ Other Constituents & Analytical Method(s) (e.g. Herbicides) 
Please note, if field observations indicate the need for additional analyses, they should 
be conducted, even if not listed here.  
Click or tap here to enter text. 

Please provide details on the proposed methods of managing the following commonly 
encountered issues during redevelopment of Brownfields Properties. 

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

If an undocumented UST is encountered, residual fluids (if present) will be removed, sampled for 
VOCs, SVOCs, and RCRA metals, and transported off‐Site for disposal at a suitable facility based on 
the laboratory analytical results.  Following the removal of residual fluids, the tank will be removed 
and closure soil sampling will be performed.  The number of soil samples will be consistent with 
DEQ UST Section guidelines.  The soil samples will be submitted for laboratory analysis of VOCs, 
SVOCs, and RCRA metals.  Impacted soil will be managed in accordance with the Managing On‐Site 
Soil (Part 1.A.) section outlined above. 

If the UST cannot be removed for geotechnical or construction purposes, DEQ will be notified for 
approval of in‐place closure.  Following DEQ approval, closure soil sampling will be performed in 
general accordance with the DEQ UST Section guidelines.  Where appropriate, the bottom of the 
UST may be penetrated before abandonment to prevent fluid accumulation.  If the UST contains 
residual fluids, the fluids will be removed, sampled for VOCs, SVOCs, and RCRA metals, and 
transported off‐Site for disposal at a suitable facility based on the laboratory analytical results.  A 
survey plat update may also be needed in the event of in‐place closure of USTs. 

Sub‐Grade Feature/Pit: 
If a sub‐grade feature or pit is encountered and does not require removal for geotechnical or 
construction purposes, it will be filled with soil or suitable fill and construction will proceed.  Where 

27 
EMP Version 3, March 2023  
appropriate, the bottom may be penetrated before back filling to prevent fluid accumulation.  If the 
pit has waste in it, the waste may be set aside in a secure area and will be sampled for waste 
disposal purposes for TCLP VOCs, TCLP SVOCs, and TCLP metals and disposed off‐Site at a permitted 
facility or the waste will be managed in accordance with the Managing On‐Site Soil (Part 1.A.) 
section outlined above, whichever is most applicable based on the type of waste present.  If the pit 
must be removed and the observed waste characteristics indicate the concrete may potentially be 
contaminated to a significant degree, the concrete will be sampled and analyzed by methods 
specified by the disposal facility. 

Buried Waste Material – Note that if buried waste, non‐native fill, or any obviously filled materials 
is encountered, the DEQ Brownfields Redevelopment Section must be notified to determine if 
investigation of landfill gases is required: 
If excavation into buried wastes or significantly impacted soils occurs, the contractor is instructed to 
stop work in that location and notify the environmental consultant.  The environmental consultant 
will observe the suspect materials and collect samples if warranted.  In this event, confirmation 
sampling will be conducted at representative locations in the base and the sidewalls of the 
excavation after the waste or significantly impacted soil is removed.  The confirmation samples will 
be analyzed for VOCs, SVOCs, and RCRA metals (or other analyses as appropriate based on the type 
of waste material).  Information will be provided to DEQ Brownfields regarding the permitted 
facility used for disposal of the waste or significantly impacted soil.  Areas of suspected 
contaminated soil that remain at the Site after excavation is complete above the DEQ Residential 
PSRGs will be managed pursuant to this plan. 

Re‐Use of Impacted Soils Onsite: 
Please refer to description outlined in the Managing On‐Site Soil section (Part 1.A.) of the EMP 
above. 

If unknown, impacted soil is identified onsite, management onsite can be considered after the 
project team provides the necessary information, outlined in Part 1.A. Item 11, for Brownfields 
project manager approval prior to final placement onsite.  

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

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 

28 
EMP Version 3, March 2023  
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 1/31/2024  

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

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

Figures

30 
EMP Version 3, March 2023  

TITLE
PROJECT
SITE LOCATION MAP
WOODWARD AVEENUE MULTI-FAMILY
CAMP BROWNFIELDS SITE
CAMP NORTH END
CHARLOTTE, NORTH CAROLINA
DATE:
JOB NO:
REVISION NO:
FIGURE NO:
2-21-23 0
2ATL.008
0 2000 4000
APPROXIMATE
SCALE IN FEET
N
U.S.G.S. QUADRANGLE MAP
QUADRANGLE
7.5 MINUTE SERIES (TOPOGRAPHIC)
CHARLOTTE EAST, NC
1967
REVISED/INSPECTED 1988
AND
DERITA, NC 1993
SITE
SGV-1/SB-3
SGV-3
SSV-15
SSV-1
SSV-10
SSV-12
SB-5/TMW-1
SSV-2
SSV-4
SSV-5
SSV-3
SGV-2/SB-4
SSV-16
SSV-14
SSV-13 SSV-11
SSV-9
SSV-8SSV-7
SSV-6
SB-1
SB-10 SB-7
BUILDING "A"
BUILDING "B"
SB-2
SB-6
SB-8
SB-9
SB-11SSV-17
BUILDING "C"
REVISION NO. 0
JOB NO. ATL-008
DATE: 4-24-23
FIGURE NO. 3
WOODWARD MULTI-FAMILY
CAMP BROWNFIELDS SITE
CAMP NORTH END
CHARLOTTE, NORTH CAROLINA
PROPOSED BUILDING LAYOUT & SAMPLE LOCATION MAP
LEGEND
SITE PROPERTY BOUNDARY
PARCEL BOUNDARY
SURFACE WATER FEATURE
SOIL BORING LOCATION
8 SAMPLES - SB-1, SB-2, AND SB-6 TO SB-11
CO-LOCATED TEMPORARY MONITORING
WELL AND SOIL BORING LOCATION
1 SAMPLE - SB-5/TMW-1
EXTERIOR SOIL GAS SAMPLE LOCATION
1 SAMPLE - SGV-3
CO-LOCATED EXTERIOR SOIL GAS AND SOIL
BORING LOCATION
2 SAMPLES - SVG-1/SB-3 TO SVG-2/SB-4
INTERIOR SUB-SLAB SOIL GAS SAMPLE
LOCATION
17 SAMPLES - SSV-1 TO SSV-17
SURVEY POINT
2923 South Tryon Street-Suite 100Charlotte, North Carolina 28203704-586-0007(p) 704-586-0373(f)License # C-1269 / #C-245 Geology
NOTES:
1. AERIAL IMAGERY OBTAINED FROM MECKLENBURG
COUNTY GIS, 2022.
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Appendix A

Preliminary Site Plan
OWNER
TOMMY MANN
ATCO
300 CAMP ROAD
CHARLOTTE, NC 28206
[phone]
ARCHITECT
JASON R. SHEPARD
DWELL DESIGN STUDIO, LLC
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
[phone]
CIVIL
DAN MEVLIN
LANDDESIGN
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
[phone]
MECHANICAL
JONATHAN CRAVEY
PHILLIPS GRADICK ENGINEERING
8215 ROSWELL ROAD, STE 925
ATLANTA, GA 30350
[phone]
ELECTRICAL
QUENTON CLARK
PHILLIPS GRADICK ENGINEERING
8215 ROSWELL ROAD, STE 925
ATLANTA, GA 30350
[phone]
PLUMBING
BILL MILES
PHILLIPS GRADICK ENGINEERING
8215 ROSWELL ROAD, STE 925
ATLANTA, GA 30350
[phone]
STRUCTURAL
RACHEL YORK
m2 STRUCTURAL
887 WEST MARIETTA STREET NW
KING PLOW ARTS CENTER
SUITE T-103
ATLANTA, GA 30318
[phone]
LANDSCAPE/HARDSCAPE DESIGN
MATTHEW STRANGE
CONFLUENCE
307 NORTH MICHIGAN AVENUE, SUITE
601
CHICAGO, IL 60601
[phone]
• 2018 NORTH CAROLINA STATE BUILDING CODE
• 2018 NORTH CAROLINA STATE BUILDING CODE:
RESIDENTIAL CODE
• 2018 NORTH CAROLINA STATE BUILDING CODE: FIRE
PREVENTION CODE
• 2018 NORTH CAROLINA STATE BUILDING CODE:
PLUMBING CODE
• 2018 NORTH CAROLINA STATE BUILDING CODE:
MECHANICAL CODE
• 2018 NORTH CAROLINA STATE BUILDING CODE: FUEL
GAS CODE.
• 2017 NATIONAL ELECTRICAL CODE, WITH LOCAL
AMENDMENTS.
• 2018 NORTH CAROLINA STATE BUILDING CODE:
ENERGY CONSERVATION CODE
• ACCESSIBILITY: 2009 ANSI A117.1
INTERIOR
CID DESIGN GROUP
9115 GALLERIA CT STE 100
NAPLES, FL 34109
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DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
TEAM
MEMBERS
PROJECT
INFORMATION
PROJECT RENDERING
VICINITY MAP
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING
WITH APPLICABLE CODES OR STATUS WHETHER OR NOT
SPECIFICALLY REFERENCED IN THE CONSTRUCTION
DOCUMENTS
THE DRAWINGS FOR THIS PROJECT ARE THE PROPERTY
OF DWELL DESIGN STUDIO, LLC. COPIES OF THE
DRAWINGS MAY BE USED ONLY BY THE OWNER TO
CONSTRUCT AND OCCUPY THIS PROJECT. NEITHER THE
DRAWINGS NOR THE DESIGN INDICATED ON THE
DRAWINGS MAY BE REPRODUCED NOR USED FOR ANY
OTHER PROJECT OR PURPOSE. DWELL DESIGN STUDIO,
LLC. ACCEPTS RESPONSIBILITY ONLY FOR THOSE
DRAWINGS WHICH HAVE AN ORIGINAL SEAL, SIGNATURE,
CONSTRUCTION ISSUE DATE, AND DATE OF FINAL
REVISION FOR THE DRAWINGS
REVISION
DATE DESCRIPTION INCLUDED
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Author Checker
2234301
COVER SHEET
SCHEMATIC DESIGN
CAMP NORTH END
BUILDING 27/28
CHARLOTTE, NC 28206
SCHEMATIC DESIGN - 12/19/22
2022 12-19 SCHEMATIC DESIGN X
CA
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DATE DESCRIPTION REV
SHEET INDEX
SHEET
NUMBER SHEET NAME SD

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0
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2
-
1
8
GENERAL
A00.00 COVER SHEET X
A00.01 SHEET INDEX X
A00.06 GENERAL NOTES X
A00.07 SUBMITTAL LIST X
A00.10 ARCHITECTURAL SITE PLAN X
CIVIL
C1-00 COVER X
C1-01 GENERAL NOTES X
C1-02 EXISTING CONDITIONS PLAN X
C1-04 FIRE ACCESS PLAN X
C1-20 CAMP NORTH END - REZONING X
C1-21 CAMP NORTH END - REZONING X
C1-22 CAMP NORTH END - REZONING X
C1-23 CAMP NORTH END - REZONING X
C1-24 CAMP NORTH END - REZONING X
C1-25 CAMP NORTH END - REZONING X
C1-26 CAMP NORTH END - REZONING X
C1-27 CAMP NORTH END - REZONING X
C1-28 CAMP NORTH END - REZONING X
C1-29 CAMP NORTH END - REZONING X
C1-30 CAMP NORTH END - REZONING X
C1-31 CAMP NORTH END - REZONING X
C1-32 CAMP NORTH END - REZONING X
C1-33 CAMP NORTH END - REZONING X
C2-00 DEMOLITION PLAN X
C3-00 OVERALL SITE PLAN X
C4-00 GRADING PLAN X
C5-00 PCCO TRACKING SUMMARY X
C6-00 UTILITY PLAN X
C7-00 OVERALL REQUIRED PLANTING PLAN X
C7-01 PLANTING DETAILS X
C10-00 OVERALL MATERIALS PLAN X
CODE DATA
A00.12 SITE DATA PLAN X
A00.20 ACCESSIBLE ROUTE SITE PLAN X
A00.21 FIRE APPARATUS PLAN X
A00.22 PHASING PLAN X
A00.30 LIFE SAFETY PLAN X
A00.60 CODE DATA SHEET X
A00.61 CODE DATA SHEET X
A00.70 WALL PARTITIONS DETAIL X
A00.71 WALL PARTITIONS DETAIL X
A00.80 FLOOR / CEILING ASSEMBLY DETAILS X
A00.90 UL ASSEMBLIES X
A00.91 UL ASSEMBLIES X
ARCHITECTURAL
A02.00 OVERALL BASEMENT X
A02.01 OVERALL LEVEL 1 X
A02.02 OVERALL LEVEL 2 X
A02.03 OVERALL LEVEL 3 X
A02.04 OVERALL LEVEL 4 X
A02.05 OVERALL LEVEL 5 X
A02.06 OVERALL ROOF LEVEL X
A04.00 UNIT NOTES X
A04.01 UNIT S1 PLANS X
A04.02 UNIT S2 PLANS X
A04.03 UNIT A1 PLANS X
A04.04 UNIT A2 PLANS X
A04.05 UNIT A3 PLANS X
A04.06 UNIT A4 PLANS X
A04.07 UNIT A5 PLANS X
A04.08 UNIT B1 PLANS X
A04.09 UNIT B2 PLANS X
A04.10 UNIT B3 PLANS X
A04.11 UNIT B4 PLANS X
A04.12 UNIT B5 PLANS X
A04.13 UNIT B6 PLANS X
A04.14 UNIT CL1 PLANS X
A05.01 OVERALL ELEVATIONS X
A06.01 OVERALL BUILDING SECTIONS X
A06.10 TYPICAL WALL SECTIONS X
A06.11 TYPICAL WALL SECTIONS X
A07.50 ENLARGED TYPICAL WALL DETAILS X
A07.51 ENLARGED TYPICAL WALL DETAILS X
A07.90 ROOF DETAILS X
A13.00 OVERALL PARKING DECK PLAN - BASEMENT LEVEL X
A13.01 OVERALL PARKING DECK PLAN - LEVEL 1 X
A13.02 OVERALL PARKING DECK PLAN - LEVEL 2 X
A13.03 OVERALL PARKING DECK PLAN - LEVEL 3 X
A13.04 OVERALL PARKING DECK PLAN - LEVEL 4 X
A13.05 OVERALL PARKING DECK PLAN - LEVEL 5 X
ELECTRICAL
E7-01 ELECTRICAL RISER DIAGRAM X
E7-02 ELECTRICAL RISER DIAGRAM X
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DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
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Author Checker
2234301
SHEET INDEX
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
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DATE DESCRIPTION REV
AB.ANCHOR BOLT
ABV.ABOVE
ACT.ACOUSTICAL TILE
ADH.ADHESIVE
ADJ. ADJUSTABLE
A.F.F ABOVE FINISH FLOOR
ALUM.ALUMINUM
ALT.ALTERNATE
APPROX.APPROXIMATELY
ARCH.ARCHITECT/ARCHITECTURAL
ASHP.ASPHALT
AVG.AVERAGE
BALC.BALCONY
BD.BOARD
BDRM.BEDROOM
BLDG.BUILDING
BLKG.BLOCKING
BM. BEAM
BRK.BREAK
B.O.BOTTOM OF
BRNG.BEARING
BSMT.BASEMENT
B.T.U./HR.BRITISH THERMAL UNIT/OUR
BF.BI-FOLD
C. CELSIUS
CAB.CABINET
C.F.M.CUBIC FEET OF AIR PER MINUTE
C.I.P.CAST-IN-PLACE
C.I.S.CONTINUOUS INSULATION SYSTEM
C.J.CONTROL JOINT
C.L.CENTER LINE
CLO.CLOSET
CLG.CEILING
C.M.U CONCRETE MASONRY UNIT
COL. COLUMN
COMP.COMPOSITION
CONC.CONCRETE
CONST.CONSTRUCTION
CONT.CONTINUOUS
CORR.CORRIDOR
CPT.CARPET
C.T.CERAMIC TILE
DEG.DEGREE
D.F.DRINKING FOUNTAIN
DIA.DIAMETER
DIM.DIMENSION
DN.DOWN
DR.DOOR
D.S.DOWN SPOUT
DWGS.DRAWINGS
EA.EACH
E.F.EXHAUST FAN
E.J.EXPANSION JOINT
EL.ELEVATION
ELEC.ELECTRICAL
ELEV.ELEVATOR
E.O.C.END OF CARPET
EQ.EQUAL
EQUIP.EQUIPMENT
E.W.EACH WAY
E.W.C.ELECTRICAL WATER COOLER
E.W.H ELECTRIC WATER HEATER
EXIST.EXISTING
EXP.EXPANSION
EXT.EXTERIOR
F.FAHRENHEIT
FAB.FABRICATE
F.A.C FIRE ALARM CABINET
F.B.O.FURNISHED BY OTHER
F.C.FIRE CODE
F.D.FLOOR DRAIN
FDN FOUNDATION
F.E.FIRE EXTINGUISHER
F.E.C.FIRE EXTINGUISHER CABINET
F.F.FINISH FLOOR
F.F.E.FINISH FLOOR ELEVATION
FIN.FINISH
FLASH.FLASHING
FLOUR.FLUORESCENT
FLR.FLOOR
F.O.F.FACE OF FINISH
F.P.FIRE PLACE
F.P.M.FOOT/MINUTE
FT.FOOT/FEET
FTG.FOOTING
FURN.FURNISHED
FURR.FURRING
FMG.FRAMING
FR.FRAME
GALV.GALVANIZED
GA.GAUGE
GEN.GENERAL
G.C.GENERAL CONTRACTOR
G.B GRAB BAR
GL.GLASS
G.P.M.GALLONS PER MINUTE
GR.GRADE
GYPBD.GYPSUM BOARD
HC.HANDICAPPED
HD. HT. HEAD HEIGHT
HDR.HEADER
HDW.HARDWARE
H.M.HOLLOW METAL
HORIZ.HORIZONTAL
H.P.HORSE POWER
HR.HOUR
HT.HEIGHT
H.V.A.C.HEATING, VENTILATION, & AIR CONDITIONING
HWD.HARDWARE
HZ.HERTZ
I.D.INSIDE DIAMETER
IN.INCH
INSUL.INSULATION
INT.INTERIOR
JAN.JANITOR
JB.JAMB
JST.JOIST
JT.JOINT
KIT.KITCHEN
L.LIGHT
LAM.LAMINATE
LAV.LAVATORY
MAS.MASONRY
MAT.MATERIAL
MAX.MAXIMUM
M.C.MEDICINE CABINET
M.D.MASONRY DIMENSION
M.D.O.MEDIUM DENSITY OVERLAY
MECH.MECHANICAL
MFR.MANUFACTURER
MIN.MINIMUM
MISC.MISCELLANEOUS
M.M.MOLDED MASONITE
M.O.MASONRY OPENING
MTD.MOUNTED
MTL METAL
M.W.W.T.METAL WITH WOOD TRIM
N.NORTH
NAT.NATURAL
N/A NOT APPLICABLE
N.I.C NOT IN CONTRACT
NO.NUMBER
NOM.NOMINAL
N.T.S NOT TO SCALE
O.C.ON CENTER
O.C.E.W ON CENTER EACH WAY
O.D.OUTSIDE DIAMETER
O.H.D OVER HEAD DOOR
OPG.OPENING
OPP.H.OPPOSITE HAND
O.S.B ORIENTED STRAND BOARD
PR.PAIR
PART.PARTITION
PC.PRE-CAST
PL.PLATE
PLAS.LAM.PLASTIC LAMINATE(PL.)
PLYWD.PLYWOOD.
PNT.PAINT(ED)
PREFAB.PRE-FABRICATED
P.S.F.POUND PER SQUARE FOOT
P.S.I.POUND PER SQUARE INCH
P.T.PRESSURE TREATED
P.T.D PAPER TOWEL DISPENSER
PVMT.PAVEMENT
Q.T.QUARRY TILE
QTY.QUANTITY
R.RADIUS OR RISER
R.D.ROOF DRAIN
R & S ROD & SHELF
RECPT.RECEPTION
REF.REFRIGERATOR
REINF.REINFORCING
REQ'D REQUIRED
REV.REVISION
R.H.RIGHT HAND
RM.ROOM
R.O.ROUGH OPENING
R.O.W RIGHT OF WAY
RSTRM.RESTROOM
S.SPECIFIED OR SPECIFICATION
S.A.B.SOUND ATTENUATION BLANKET
S.C.W.D SOLID CORE WOOD DOOR
SCHED.SCHEDULE
S.D.SOAP DISH
SECT.SECTION
S.F.SQUARE FOOT.(FEET)
S.F.E.SUB FLOOR ELEVATION
S.H.SHOWER HEAD
SHT.SHEET
SIM.SIMILAR
SPEC.SPECIFICATION
SQ.SQUARE
S.R.SHOWER ROD
S.R.O.SHEET ROCK OPENING
S.T.C SOUND TRANSMISSION CLASS
STD.STANDARD
STL.STEEL
STOR.STORAGE
STRUC.STRUCTURAL
SUSP.SUSPENDED
T.THREAD, TILE OR TOP
T.O.S.TOP OF SLAB
T/-TOP OF _
T+G TONGUE AND GROOVE
T.C.TOP OF CURB
T.B.TOWEL BAR
TEL.TELEPHONE
TEMP.TEMPERATURE
THK.THICK
THR.THRESHOLD
T.W.TOP OF WALL
TYP.TYPICAL
U.L.UNDERWRITERS LABORATORIES
U.N.O UNLESS NOTED OTHERWISE
UR.URINAL
V.C.T VINYL COMPOSITION TILE
VERT VERTICAL
VEST.VESTIBULE
VIN.VINYL
V.W.C.VINYL WALL COVERING
W.WEST OR WIDTH
WD.WOOD
W.I.C WALK IN CLOSET
WT.WEIGHT
W.W.F.WELDED WIRE FABRIC
W.W.M.WELDED WIRE MESH
W.W.W.T.WOOD WITH WOOD TRIM
@ AT
&AND
#POUND, NUMBER
OWNER
1. THE OWNER SHALL OBTAIN AND PAY FOR THE GENERAL BUILDING PERMITS AND IMPACT FEES. THESE PERMITS SHALL BE PROVIDED TO THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
2. THE OWNER SHALL APPROVE ALL MATERIAL FINISH AND COLOR SELECTIONS, VIA CONTRACTOR SUBMITTED SHOP DRAWINGS, PRIOR TO
ORDERING AND INSTALLATION FOR ANY EQUIPMENT.
3. THE OWNER SHALL COORDINATE AND SECURE AN AGREEMENT FOR ACCESS TO SITE CONSTRUCTION, STAGING AREA, AND STORAGE AREAS.
CONTRACTOR
1. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND OWNER, IN WRITING, AND SHALL HAVE RESOLVED AND DOCUMENTED, IN
WRITING, PRIOR TO CONTINUING WITH THE WORK IN QUESTION IF THERE ARE:
A. ANY ERRORS, OMISSIONS, DISCREPANCIES, CONFLICTS, OR INCONSISTENCIES ON THESE CONTRACT DOCUMENTS.
B. ANY VARIATION OR AMBIGUITIES BETWEEN THESE DRAWINGS AND ACTUAL SITE AND CONSTRUCTION CONDITIONS AND/OR
REQUIREMENTS.
C. DISCREPANCIES AND/OR UNCERTAINTIES AS TO WHAT MATERIAL OR PRODUCT IS TO BE USED.
2. THE CONTRACTOR SHALL NOT RELY SOLELY ON THE ELECTRONIC VERSIONS OF THE PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE
OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY THE LOCATION OF PROJECT FEATURE DIMENSIONS IN ACCORDANCE WITH THE HARD
COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR:
A. COORDINATION OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES REQUIRED FOR SAFE EXECUTION
OF EFFICIENT AND ORDERLY INSTALLATION OF EACH PART OF WORK TO BE COMPLETED.
B. INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.
4. THE CONTRACTOR SHALL:
A. OBTAIN AND PAY FOR ALL OTHER PERMITS, CERTIFICATIONS AND APPROVALS REQUIRED IN CONNECTION WITH ALL WORK UNDER
CONTRACT DOCUMENTS THAT ARE NOT PROVIDED BY THE OWNER.
B. SURVEY THE PROJECT AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS. VERIFY ALL SITE DIMENSIONS ON CIVIL DRAWINGS,
EXISTING CONSTRUCTION GRADES AND UTILITIES ON PROJECT AT PROJECT SITE PRIOR TO BEGINNING PROJECT.
C. EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT DOCUMENTS AND SCOPE OF WORK IN THEIR ENTIRETY. ALL ITEMS INDICATED ON
ANY DRAWING SHALL BE INCLUDED AS A COMPLETE SYSTEM, UNLESS NOTED OTHERWISE.
D. ALL COSTS SUBMITTED SHALL BE BASED ON THOROUGH KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRED.
E. INSURE THAT ALL AREAS ON THE ACCESSIBLE ROUTE THROUGHOUT THE SITE MEET THE REQUIREMENTS OF THE APPLICABLE
ACCESSIBILITY CODES. COORDINATE BETWEEN CIVIL AND ARCHITECTURAL PLANS.
F. VERIFY ALL DIMENSIONS IN THE FIELD, AND COORDINATE WORK BETWEEN ALL TRADES.
G. PAINT ALL SURFACES WHICH REQUIRE PROTECTION FROM THE ELEMENTS WITH THE APPROPRIATE PAINT, INCLUDING NECESSARY PRIMER
COATS AND BACK PRIMING.
H. SEAL WITH THE APPROPRIATE TYPE OF SEALANT, AND FLASH AT ALL LOCATIONS NECESSARY TO PREVENT PENETRATION OF MOISTURE AT
TRANSITIONS OF DISSIMILAR MATERIALS TO INCLUDE, BUT ARE NOT LIMITED TO:
a. FLASHING:
• CONTINUOUS 25 MIL MEMBRANE FLASHING TO ALL INSIDE AND OUTSIDE WALL CORNERS.
• FLASHING SHALL BE INSTALLED AROUND ALL WINDOW OPENINGS, ROOF OPENINGS, AND AT THE INTERSECTION OF CHIMNEYS,
WOOD CONSTRUCTION, AND FRAME WALLS. SEAL AND MAKE WEATHER-TIGHT.
b. AIR IMPERMEABLE SEALANT:
• CONTINUOUS AT ALL EXTERIOR JOINTS AROUND WINDOW FRAMES, DOOR FRAMES, BETWEEN WALL CAVITIES, BETWEEN WALL AND
FOUNDATION, BETWEEN WALL AND ROOF, BETWEEN WALL AND PANELS, ALL PENETRATIONS AND UTILITIES THROUGH WALLS AND
ROOFS, BETWEEN ALL DISSIMILAR MATERIALS, AND ALL OTHER OPENINGS IN BUILDING ENVELOPE.
• PLUMBING & WIRING PENETRATIONS IN ENVELOPE.
• SOLE PLATES AT EXTERIOR SLAB ON GRADE
c. WEATHERSTRIP:
• CONTINUOUS AT ALL EXTERIOR DOORS & WINDOWS.
• CONTINUOUS AT ALL ATTIC ACCESSES IN CONDITIONED AREAS.
• CONTINUOUS AT INTERIOR DOOR OPENINGS INTO UNTREATED SPACE.
d. ALL EXTERIOR WORK SHALL BE INSTALLED IN WEATHER TIGHT MANNER AS REQUIRED.
I. EMPLOY, AS REQUIRED BY GOVERNING AUTHORITIES, AN APPROVED TESTING LABORATORY TO MAKE ALL TESTS FOR CONCRETE, SOIL
COMPACTION AND WELDING TO INSURE COMPLIANCE WITH PLANS, STANDARDS AND CODES. REFER TO CONCRETE SPECIFICATION FOR
FREQUENCY OF TESTING REQUIRED. THESE COSTS SHALL BE INCLUDED IN THE CONTRACT.
J. FIELD VERIFY ALL ROUGH OPENINGS.
K. FULLY GUARANTEE THE WORK AND EQUIPMENT FOR ONE (1) YEAR FROM THE DATE OF FINAL PAYMENT AND ACCEPTANCE FROM ALL
SUBCONTRACTORS AND MATERIAL SUPPLIERS.
L. REMOVE RUBBISH FROM PREMISES AS OFTEN AS NECESSARY OR AS DIRECTED. ALL WORK AND EQUIPMENT SHALL BE CLEANED TO THE
SATISFACTION OF THE OWNER BEFORE TURNING SAME OVER TO THE OWNER.
M. INSPECT, REPAIR AND PREPARE FLOORS AS REQUIRED TO PROVIDE A SATISFACTORY SUB-FLOOR FOR FLOOR FINISH MATERIALS.
SATISFACTORY SUB-FLOOR IS DEFINED AS A SURFACE THAT IS FREE FROM CRACKS, HOLES, RIDGES, COATINGS, OR DEFECTS THAT
WOULD PREVENT ADHESIVE BOND OR IMPAIR PERFORMANCE OR APPEARANCE OF FINISHED MATERIALS.
N. UPON COMPLETION OF THE WORK, REMOVE ALL TOOLS, EQUIPMENT, TEMPORARY PROTECTION, AND EXCESS MATERIALS FROM THE SITE.
CLEAN / POLISH ALL HARDWARE AND FIXTURES. CLEAN / REMOVE ALL PAINT DRIPS / SPLATTERS AND STAINS. REMOVE ALL APPLIANCE
PROTECTIONS AND LEAVE INTERIOR AREAS BROOM CLEAN, FREE OF STAINS, FILM AND FOREIGN SUBSTANCES.
O. BRING TO THE ATTENTION OF THE OWNER ANY MATERIAL SUSPECTED OF BEING HAZARDOUS WHILE ENCOUNTERED DURING EXECUTION
OF THE WORK. A DETERMINATION WILL BE MADE BY THE OWNER AS TO WHETHER THE CONTRACTOR SHALL PERFORM TESTS TO
DETERMINE IF THE MATERIAL IS HAZARDOUS.
5. THE CONTRACTOR SHALL PROVIDE AND INSTALL:
A. ALL NECESSARY FLASHING INCLUDING (BUT NOT LIMITED TO) THROUGH FLASHING, STEP FLASHING, COUNTER FLASHING, CAP FLASHING,
BASE FLASHING, AND FLEXIBLE FLASHING, WHERE NECESSARY, TO ENSURE A WATER TIGHT BUILDING.
B. CONTINUOUS METAL CORNER BEADS AT ALL GYPSUM BOARD EXTERIOR CORNERS FROM FLOOR TO CEILING.
C. CONTINUOUS METAL 'L' BEADS AT ALL EXPOSED GYPSUM BOARD EDGES FROM FLOOR TO CEILING.
D. ALL LOCKING DEVICES, SECURITY DEVICES, AND GLASS IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS AND
REQUIREMENTS.
E. AN INSULATION AND VAPOR BARRIER THAT IS CONTINUOUS AT WALLS, CEILINGS, AND FLOOR SURFACES AT ALL OCCUPIED SPACES
EXPOSED TO NON-TEMPERED AREAS.
6. THE CONTRACTOR SHALL PROTECT:
A. MATERIALS WHICH ARE SENSITIVE TO DETERIORATION.
B. THE REQUIRED PROTECTION OVER SHEAR WALLS AT ALL RATED WALLS AS APPROVED BY THE BUILDING OFFICIAL.
C. ALL EXISTING TREES, AS NOTED TO REMAIN ON CIVIL PLANS, SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION BY BOXING OR
OTHER OWNER APPROVED MEANS.
D. ALL EXISTING WORK, UTILITIES, CONDUIT, PIPING, EQUIPMENT, AND/OR ADJACENT AREAS NOT SHOWN TO BE ALTERED OR REMOVED FROM
DAMAGE DURING EXECUTION OF THE WORK. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE FOR, AND SHALL REPAIR TO EXISTING
CONDITIONS, DAMAGE TO EXISTING CONSTRUCTION, EQUIPMENT, OR IMPROVEMENTS NOT INDICATED IN THE DRAWINGS SPECIFICATIONS
TO RECEIVE ALTERATIONS, ADDITIONS, OR REMOVAL.
E. EXISTING SURFACE STREET AND SURFACE PARKING AREAS IN A CLEAN CONDITION AND PROVIDE ADEQUATE MEANS TO CLEAN TRUCKS
AND OTHER EQUIPMENT.
7. THE CONTRACTOR SHALL PROVIDE FULL SCALE, WOOD FRAMED MOCK-UP WITH ACCURATE DETAILS OF CONSTRUCTION. THE APPROXIMATE
SIZE SHALL BE: 20' LONG X 10' HIGH.
A. MOCK UP SHALL INCLUDE: 1 DOOR, 2 WINDOWS, CEMENTITIOUS PANEL, BRICK, METAL PANEL, METAL RAILING, ROOF MATERIAL.
B. THE LOCATION OF THE MOCK-UP ON THE SITE TO BE APPROVED BY OWNER AND CONTRACTOR.
GENERAL
1. THERE SHALL BE NO DEVIATION FROM SPECIFICATIONS WITHOUT THE WRITTEN APPROVAL OF THE OWNER, ARCHITECT, AND/OR ENGINEER
2. QUANTITIES INDICATED ON THE PLANS ARE PROVIDED FOR THE BENEFIT OF THE CONTRACTOR, BUT SHOULD NOT BE ASSUMED TO ALWAYS BE
CORRECT. IN THE EVENT OF DISCREPANCY, THE PLAN TAKES PRECEDENCE OVER THE QUANTITY INDICATED. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR HIS OWN QUANTITY CALCULATIONS AND THE LIABILITY PERTAINING TO THOSE QUANTITIES AND ANY OTHER RELATED
CONTRACT DOCUMENTS AND/OR PRICE QUOTATIONS
3. “TYPICAL”MEANS THE REFERENCED DETAIL SHALL APPLY FOR ALL SIMILAR CONDITIONS UNLESS OTHERWISE NOTED.
4. ALL MATERIALS SHALL BE NEW AND SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS AND/OR
RECOMMENDATIONS.
5. ROOFING SHALL BE CLASS -B OR BETTER, INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
6. INSULATE ALL EXTERIOR WALLS & CONDITIONED SPACES W/ KRAFT FACED FIBERGLASS, UNLESS NOTED OTHERWISE, INSULATION. FRICTION
FIT IS NOT ACCEPTABLE TO MEET REQUIRED ENERGY EFFICIENCY STANDARD.
7. FIELD MODIFICATION TO WORK IN PLACE MUST COMPLY WITH THE CUTTING AND PATCHING REQUIREMENTS.
8. GYPSUM WALL BOARD SHALL BE:
A. INSTALLED IN CONFORMANCE WITH THE GYPSUM ASSOCIATION'S RECOMMENDED PRACTICES FOR THICKNESS, NAILING, TAPING, AND STUD
SPACING.
B. 5/8" TYPE "X" MADE IN USA. WITH MATERIAL SOURCE IN THE U.S.A.
C. WATER-RESISTANT GYPSUM BOARD AT KITCHEN/TOILET BACKSPLASHES, AND LAUNDRY WET WALLS.
9. FILL ALL CONTROL JOINTS WITH TRAFFIC SEALANT AND EXPANSION JOINTS WITH EXPANSION JOINT SYSTEM IN PARKING DECK
10. SIZE AND LOCATION OF ALL FLOOR OPENINGS TO BE VERIFIED WITH TRADE AFFECTED BEFORE WORK. PATCH AND SEAL ALL PENETRATIONS IN
FLOOR TO COMPLY WITH APPLICABLE BUILDING AND/ OR FIRE CODES.
11. MAXIMUM FLAME SPREAD RATING ON ALL INTERIOR FINISH MATERIALS SHALL NOT BE GREATER THAN THE REQUIREMENTS SPECIFIED IN IBC &
NFPA 101.
SITE
1. ALL SITEWORK AND LANDSCAPING SHALL BE ESTABLISHED AND DESIGNED BY OTHERS (THAN THE ARCHITECT).
2. ALL WORK AND EQUIPMENT SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER BEFORE TURNING SAME OVER TO OWNER.
3. STORE MATERIALS IN SPACES DESIGNATED BY OWNER.
4. REFER TO CIVIL DRAWINGS FOR DIMENSIONAL CONTROL PLAN AND GRADING, FIRE HYDRANT LOCATIONS, AND CURB CUTS.
5. REFER TO LANDSCAPING DRAWINGS FOR LOCATION OF SIDEWALKS AND DETAILS.
6. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR SITE DETAILS.
7. REFER TO ELECTRICAL AND LANDSCAPING DRAWINGS FOR EXTERIOR BUILDING LIGHTING AND TRANSFORMER LOCATIONS.
STRUCTURAL / FRAMING
1. DIMENSIONS:
A. ALL DIMENSIONS ON PLANS ARE TO FACE OF STRUCTURE/STUD UNLESS OTHERWISE NOTED.
B. ALL ANGLED WALLS ARE 45 DEGREES UNLESS NOTED OTHERWISE.
C. DOOR LOCATIONS NOT DIMENSIONED SHALL BE LOCATED AT MIDPOINT OF WALL OR 4" CLEAR OF ROOM, FROM ADJACENT WALL CORNER,
TYPICAL IF CLEARANCE ALLOWS.
D. DOORS AND WINDOWS ARE DIMENSIONED TO THE CENTERLINE OF THE ELEMENT U.N.O.
2. STRUCTURAL AND FIRE RESISTIVE INTEGRITY IS TO BE MAINTAINED AT ALL PENETRATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF
GOVERNING CODES AND AUTHORITIES.
3. SEE STRUCTURAL DRAWINGS FOR SHEAR WALL & NAILING PATTERN TABLE FOR GYPSUM WALL BOARD.
4. WIND BRACE WALLS PER STRUCTURAL DRAWINGS AND PER BUILDING-CODE.
5. FLOOR TOLERANCE: IN LAYING OUT AND DETAILING THE WORK TO BE COMPLETED CONSIDERATION SHALL BE GIVEN TO VARIATIONS IN THE
FLOOR LEVEL RESULTING FROM CONSTRUCTION QUALITY AND LIVE AND DEAD LOADS IMPOSED ON THE STRUCTURE. FIELD VERIFICATION
SHALL BE MADE OF CONDITIONS TO VERIFY CONSTRUCTION TOLERANCES.
6. ALIGNMENT OF DOOR HEADS AND OTHER HORIZONTAL ELEMENTS SHALL BE MAINTAINED AT A CONSTANT LEVEL AND SHALL NOT FOLLOW
VARIATIONS IN FLOOR PLANE.
7. ALL WOOD SILLS IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED AND HAVE A CONTINUOUS SILL SEALER. PROVIDE TERMITE
SHIELDS AT CONCEALED UNDER FLOOR SPACES.
8. ALL CHIMNEYS SHALL TERMINATE 2'-0" MINIMUM HEIGHT ABOVE A POINT MEASURED 10'-0 HORIZONTALLY FROM THE NEAREST BUILDING OR
ROOF.
9. LUMBER / WALLS:
A. COORDINATE LOCATION, CONSTRUCTION AND DETAIL OF LOAD BEARING WALLS BEFORE WORK
B. ALL LUMBER SHALL BE GRADE MARKED.
C. O.S.B. IS AN ACCEPTABLE SUBSTITUTE FOR PLYWOOD EXCEPT WHERE SPECIFIED BY STRUCTURAL ENGINEER.
D. STUD WALLS ARE DIMENSIONED 3-1/2", 5-1/2", OR 7-1/4", UNLESS NOTED OTHERWISE.
E. PARTY WALLS ARE DIMENSIONED 8" (3-1/2" + 1" + 3-1/2")
F. PLUMBING WALLS SHALL BE FRAMED WITH 2X6 OR 2X8 STUDS, UNLESS NOTED OTHERWISE.
G. REFER TO UNIT PLANS FOR LOCATION OF 2X6 WALLS.
H. REFER TO STRUCTURAL DRAWINGS FOR UNUSUAL OR SPECIAL FRAMING CONDITIONS
I. WATER RESISTANT 1/2" CERAMIC TILE BACK BOARD SHALL BE INSTALL IN BOTH TUB AND SHOWER SURROUNDS, UNLESS NOTED
OTHERWISE.
J. ALL PENETRATIONS IN GYPSUM DRYWALL CONSTRUCTION SHALL BE SEALED WITH JOINT COMPOUND OR APPROVED ACOUSTICAL
SEALANT TO PREVENT SOUND LEAKAGE.
K. ALL CAVITY OR CONCEALED SPACES SHALL BE DRAFT STOPPED & FIRE BLOCKED.PROVIDE BLOCKING FOR ALL CABINETS, CEILING FANS,
AND BATH ACCESSORIES. INCLUDE BLOCKING FOR GRAB BARS AT ALL LOCATIONS.
10. PATIOS AND BALCONIES SHALL BE SLOPED MIN. 1/4" PER 1'-0"" IN DIRECTION INDICATED OR TO OUTERMOST EDGE OF BUILDING STRUCTURE.
11. ALL EXPOSED MATERIALS FOR BALCONIES, PATIOS, SOFFITS, OVERHANGS ETC. SHALL BE APPROVED EXTERIOR GRADE.
12. BALCONY AND PATIO SUPPORTS VARY ACCORDING TO THE EXTERIOR ELEVATIONS. SEE ELEVATIONS FOR LOCATION OF BRICK PIER, STONE
PIER, POLY COLUMN OR RAILINGS AT BALCONIES.
13. PROVIDE GALVANIZED METAL ANCHOR FOR WOOD POSTS BEARING DOWN ON CONCRETE SLABS, UNLESS NOTED OTHERWISE.
14. ALL CONCRETE WORK SHALL CONFORM TO ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND THAT DESIGN IS
BASED ON ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE”AND ACI 318.1. “CONCRETE TEST REPORTS”WILL BE
AVAILABLE ON JOB SITE IN CONSTRUCTION TRAILER.
15. ALL FRAMING TO BE IN CONFORMANCE WITH THE NATIONAL FOREST PRODUCTS "MANUAL FOR HOUSE FRAMING."
16. FIREBLOCKING SHALL BE PROVIDED TO FORM EFFECTIVE FIRE BARRIERS BETWEEN STORIES AND BETWEEN A STORY AND ROOF SPACE.
WHERE FIREBLOCKS ARE WOOD, THEY SHALL NOT BE LESS THAN A NOMINAL TWO INCHES IN THICKNESS. FIRESTOPS SHALL BE LOCATED IN
EXTERIOR AND INTERIOR WALLS, PARTITIONS AT CEILING AND FLOOR LEVELS.
MECHANICAL, ELECTRICAL, AND PLUMBING
1. ALL PLUMBING CHASES ARE TO EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE, UNLESS NOTED OTHERWISE.
2. WHERE ELECTRICAL, MECHANICAL, AND/OR OTHER WALL MOUNTED DEVICES OCCUR AT THE SAME LOCATION BUT DIFFERENT HEIGHTS, THEY
SHALL BE CENTERED ABOVE EACH OTHER.
3. WATER SERVICE SHALL NOT BE PLACED IN CONCEALED SPACES OUTSIDE OF THE CONDITIONED BUILDING ENVELOPE (BREEZEWAY OR PATIO
FLOOR SPACES OR ATTICS).
4. PENETRATIONS AND FIXTURES TO ALIGN VERTICALLY FROM FLOOR TO FLOOR.
5. PROVIDE SUPPORT/REINFORCEMENT TO ACCOMMODATE WALL MOUNTED EQUIPMENT INCLUDING SUPPORT OF FUTURE GRAB BARS IN ALL
BATHROOMS AS REQUIRED BY ADA AND/OR FAIR HOUSING ACT.
6. COORDINATE LOCATION AND/OR ELEVATION OF FLOOR DRAINS, REGISTERS, GRILLES, LOUVERS CONVECTORS, PANELS, ETC. WITH
MECHANICAL AND ELECTRICAL CONTRACTORS
7. FIRE PROTECTION SYSTEM SHALL BE DESIGNED BY THE FIRE PROTECTION CONTRACTOR.
A. PROVIDE COMPLETE DESIGN AND SHOP DRAWINGS FOR FIRE SPRINKLER SYSTEM.
B. PROVIDE FOR ALL STATE AND LOCAL SUBMITTALS AND/OR APPROVALS FOR QUICK RESPONSE SPRINKLER SYSTEM.
C. ALL SPRINKLER PIPING SUBJECT TO FREEZING SHALL BE DRY-TYPE SYSTEMS WHERE PERMITTED.
8. VENT DRYERS TO OUTSIDE. SEE MECHANICAL DRAWINGS.
9. ALL OUTLETS @ KITCHEN SINK & BATH LAVATORY COUNTERS TO BE GFCI.
10. MECHANICAL DUCTWORK TO BE SEPARATED FROM ELECTRICAL PANELS.
11. SMOKE DETECTORS SHALL NOT BE PLACED IN FRONT OF EXHAUST GRILLS.
12. SMOKE DETECTORS SHALL BE CONTINUOUSLY BE POWERED BY BUILDING ELECTRICAL SYSTEM AND INSTALLED IN ACCORDANCE WITH NFPA
AND IBC W/ BATTERY BACK UP.
CODE
1. THE CONTRACTOR SHALL MEET:
A. ALL REQUIREMENTS OF THE BUILDING CODE AND FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, AND REQUIREMENTS, EVEN IF IT
REQUIRES LABOR AND/OR MATERIALS NOT INDICATED ON PLANS.
B. ALL LAWS, ORDINANCES, RULES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION.
C. ALL WORK PERFORMED UNDER, AND IN CONNECTION WITH THESE DRAWINGS SHALL BE IN STRICT COMPLIANCE WITH THE LATEST O.S.H.A
SAFETY AND HEALTH STANDARDS.
D. OPERATING FEATURES SHALL COMPLY WITH IBC AND NFPA WHILE BUILDING IS UNDER CONSTRUCTION.
E. ALL INSTALLED SIGNAGE TO COMPLY WITH 2010 ADA SECTIONS 216 AND 703.
2. PROVIDE ACCESS PANELS AS MANDATED BY LOCAL GOVERNING AUTHORITIES.
3. PROJECT SITE, BUILDINGS AND UNITS SHALL MEET OR EXCEED THE FAIR HOUSING ACCESSIBILITY GUIDELINES AS PUBLISHED IN THE FEDERAL
REGISTER VOLUME 56, NUMBER 44, ON MARCH 6, 1991. THE FOLLOWING ARE ADDRESSED IN MEETING THE GUIDELINES:
A. ACCESSIBLE ENTRANCES/ ACCESSIBLE ROUTES.
B. PUBLIC AND COMMON AREAS MEETING ADA/ANSI AND ADA TITLE II REQUIREMENTS
C. USABLE DOORS
D. ACCESSIBLE ROUTE INTO AND THROUGH THE COVERED UNIT
E. LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTAT, AND ENVIRONMENTAL LOCATIONS
F. GRAB BAR REINFORCEMENT LOCATIONS.
G. USABLE BATHROOMS AND KITCHENS.
4. ALL HANDICAPPED RAMPS SHALL BE BROOM FINISHED PERPENDICULAR TO SLOPE. SLOPE RAMPS AT 1:12 (MAX).
5. NO FRAMING AT ANY TIME IS TO BE CONCEALED PRIOR TO INSPECTION BY GOVERNING AUTHORITIES
6. WHILE BUILDING IS UNDER CONSTRUCTION, OPERATING FEATURES SHALL COMPLY WITH IBC CHAPTER 33 & NFPA 241.
EARTH CONCRETE
STEEL CONCRETE MASONRY
UNITS
WOOD
FINISHES
WOOD-
CONTINUOUS
WOOD-
BLOCKING
INSULATION-
BATTS
PLYWOOD BRICK
GYPSUM-
BOARD
GRAVEL
ALUMINUM INSULATION-
RIGID
GLAZING
(ELEVATION)
INTERIOR ELEVATION
MARKER
EXTERIOR ELEVATION
MARKER
LEVEL HEAD
UNIT TAG
SECTION MARK
CENTERLINE
ENLARGED PLAN MARK
NORTH ARROW
B01DOOR TYPE
W10WINDOW TYPE
WALL TYPE
STRUCTURAL
GRIDLINE BUBBLE
ACCESSIBILITY
SYMBOL
WB1
022
A4-03
3
4
2 1
REFERENCE NUMBER
A3-03
6
7
8 5
REFERENCE NUMBER
SHEET NUMBER
SHEET NUMBER
A6-03
3
REFERENCE NUMBER
SIMILAR DETAIL
SHEET NUMBER
SIM.
N
EW
S
2103
BUILDING
NUMBER
FLOOR
NUMBER
UNIT NUMBER
UNIT #
SHEET #
UNIT TYPE
STOREFRONT TYPE SF01
A2-03
3
REFERENCE NUMBER
SIMILAR DETAIL
SHEET NUMBER
SIM.
55.5
0
CL
BUILDING CONTROL-
GRID BUBBLE
UNIT CENTERLINE
BUBBLE
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JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
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GENERAL
NOTES
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
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SYMBOLS GRAPHIC REPRESENTATION
ABBREVIATIONS
DATE DESCRIPTION REV
Tax# 075-106-20
#1853 Statesville Ave
Hebrew Cemetery
Association of Charlotte
DB 13165 Pg 441
F. D. C.
723'-0"
722'-0"
715'-0"
711'-0"
709'-0"710'-0"712'-0"
714'-0"
716'-0"
716'-0"
717'-0"
718'-0"
720'-0"
721'-0"
719'-0"
714'-0"
713'-0"
712'-0"
723'-0"
724'-0"
724'-0"
725'-0"
725'
STAIR E
FIREWALL
FI
R
E
W
A
L
L
ST
A
I
R

C
BUILDING 1000
BUILDING 2000
BU
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0
0
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0
0
0
723'-0"
724'-0"
724'-0"
ELEV 3
OPEN AIR
2 HOUR EXIT ENCLOSURE
2 STORY
PASS THRU
BR
I
D
G
E

A
T

2
N
D
PASS THRU TO GARAGE
SHAFT ABOVE
SHAFT ABOVE
9
98 PARKS
19
19
4
RESIDENTIAL
TRASH
POOL COURTYARD
OPEN AIR
EXISTING POLE/ EASEMENT
ASSUMED TO BE REMOVED
LOADING
4,890 SF
CO-WORKING
COVERED OUTDOOR AREA
RETAIL
UTILITY
25
22
DOG WASH
DNUP
STAIR A
ELEV 1
ST
A
I
R

B
ELEV 2
ELEV LOBBY
ELEV LOBBY
STAIR D
ELEV LOBBY
4,890 SF
CO-WORKING
AMENITY
2,264 SQ FT
POOL
1000 SQ FT
5,248 SF
LEASING/ AMENITY
10,988 SF
RETAIL
T T
T T
AVERAGE GRADE PLANE
NCBC 2018 -STORY ABOVE GRADE PLANE:
ANY STORY HAVING ITS FINISHED FLOOR SURFACE ENTIRELY ABOVE
GRADE PLANE, OR IN WHICH THE FINISH SURFACE OF THE FLOOR NEXT
ABOVE IS:
1. MORE THAN 6'-0" ABOVE GRADE PLANE OR
2. MORE THAN 12 FEET ABOVE THE FINISHED GROUND LEVEL AT ANY
POINT
AVERAGE GRADE PLANE CALCULATION BUILDING 27
POINTS AVERAGE GRADE
10 -11 864'-6"(864'-6" + 864'-6") / 2
11 -12 864'-3"(864'-6" + 864'-0") / 2
12 -13
13 -14
14 -15
15 -16
16 -17
17 -18
18 -19
859' -7 3/4"
7736'-10"TOTAL
AVERAGE GRADE:
AVERAGE GRADE PLANE CALCULATION BUILDING 28
POINTS AVERAGE GRADE
20 -21 854'-1 13/16"(854'-3 5/8" + 854'-0") / 2
854'-0"(854'-0" + 854'-0") / 2
861' -7 3/16"
7754'-4 13/16"TOTAL
AVERAGE GRADE:
BUILDING 27
AVERAGE GRADE PLANE STORY ABOVE GRADE
NO854'-4"BASEMENT LEVEL
LEVEL 1
LEVEL 2
YES
YES
859' -7 3/4"
865'-0"
875'-8"
BUILDING 28
AVERAGE GRADE PLANE STORY ABOVE GRADE
NO854'-4"BASEMENT LEVEL
LEVEL 1
LEVEL 2
YES
YES
861' -7 3/16"
865'-0"
875'-8"
(864'-0" + 861'-0") / 2 862'-6"
(861'-0" + 860'-6") / 2 860'-9"
(860'-6" + 862'-7") / 2 861'-6 1/2"
(862'-7" + 861'-0") / 2 861'-9 1/2"
(861'-0" + 852'-0") / 2 856'-6"
(852'-0" + 852'-0") / 2 852'-0"
(852'-0" + 854'-0") / 2 853'-0"
21 -22
22 -23
23 -24
24 -25
25 -26
26 -27
27 -28
28 -29
(854'-0" + 864'-6") / 2
(864'-6" + 864'-6") / 2
(864'-6" + 864'-6") / 2
(864'-6" + 864'-6") / 2
(864'-6" + 864'-6") / 2
(864'-6" + 864'-6") / 2
(864'-6" + 864'-6") / 2
859'-3"
864'-6"
864'-6"
864'-6"
864'-6"
864'-6"
864'-6"
T ELECTRICAL TRANSFORMER ON CONCRETE SLAB. PROVIDE
UNDERGROUND SERVICE TO BUILDING FROM
TRANSFORMER.
FIRE HYDRANT
FIRE APPARATUS LEGEND
ARROW INDICATES EGRESS POINT FROM BUILDING
BUILDING MOUNTED FIRE DEPARTMENT CONNECTION
HATCH REPRESENTS FIRE DEPARTMENT PEDESTRIAN
ROUTE
HATCH REPRESENTS FIRE DEPARTMENT ACCESS LANE
FIRE ALARM CONTROL PANEL
ARROW INDICATES ACCESS POINT FOR FIRE
PERSONNEL.
STANDPIPE
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SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
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ARCHITECTURAL
SITE PLAN
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
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DATE DESCRIPTION REV
3/64" = 1'-0"1 ARCHITECTURAL SITE PLAN
LIFE SAFETY PLAN LEGEND
AMENITIES - EXTERIOR
AMENITIES - INTERIOR
BALCONY
CIRCULATION
CIRCULATION - VERTICAL
PARKING
RESIDENTIAL
RETAIL
SUPPORT
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SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
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SITE DATA
PLAN
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
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DATE DESCRIPTION REV
1/64" = 1'-0"1 SITE DATA PLAN - BASEMENT
1/64" = 1'-0"2 SITE DATA PLAN - LEVEL 1
1/64" = 1'-0"3 SITE DATA PLAN - LEVEL 2
1/64" = 1'-0"4 SITE DATA PLAN - LEVEL 3-4
1/64" = 1'-0"6 SITE DATA PLAN - LEVEL 5
OVERALL GROSS BLDG AREAS
Area
BASEMENT
32784.10 SF
32784.10 SF
LEVEL 1
105015.04 SF
105015.04 SF
LEVEL 2
103195.66 SF
103195.66 SF
LEVEL 3
105434.04 SF
105434.04 SF
LEVEL 4
105434.04 SF
105434.04 SF
LEVEL 5
105434.04 SF
105434.04 SF
557296.93 SF
GROSS BLDG A AREAS PER LEVEL
BUILDING Area Use Area
BASEMENT
BLDG A BALCONY 491.07 SF
BLDG A CIRCULATION 2292.35 SF
BLDG A CIRCULATION - VERTICAL 540.33 SF
BLDG A RESIDENTIAL 8958.13 SF
BLDG A SUPPORT 149.77 SF
12431.65 SF
LEVEL 1
BLDG A AMENITIES - INTERIOR 5164.55 SF
BLDG A BALCONY 887.26 SF
BLDG A CIRCULATION 3828.44 SF
BLDG A CIRCULATION - VERTICAL 540.33 SF
BLDG A RESIDENTIAL 17634.25 SF
BLDG A SUPPORT 700.65 SF
28755.48 SF
LEVEL 2
BLDG A BALCONY 1231.85 SF
BLDG A CIRCULATION 4882.59 SF
BLDG A CIRCULATION - VERTICAL 540.33 SF
BLDG A RESIDENTIAL 23453.51 SF
BLDG A SUPPORT 361.07 SF
30469.36 SF
LEVEL 3
BLDG A BALCONY 1231.85 SF
BLDG A CIRCULATION 4882.59 SF
BLDG A CIRCULATION - VERTICAL 540.33 SF
BLDG A RESIDENTIAL 23453.51 SF
BLDG A SUPPORT 361.07 SF
30469.36 SF
LEVEL 5
BLDG A AMENITIES - EXTERIOR 504.46 SF
BLDG A AMENITIES - INTERIOR 505.05 SF
BLDG A BALCONY 1231.85 SF
BLDG A CIRCULATION 5055.02 SF
BLDG A CIRCULATION - VERTICAL 540.33 SF
BLDG A RESIDENTIAL 22444.01 SF
BLDG A SUPPORT 188.65 SF
30469.36 SF
TOTAL 132595.22 SF
GROSS BLDG B AREAS PER LEVEL
BUILDING Area Use Area
LEVEL 1
BLDG B AMENITIES - EXTERIOR 1095.35 SF
BLDG B AMENITIES - INTERIOR 5617.70 SF
BLDG B BALCONY 1100.20 SF
BLDG B CIRCULATION 2830.43 SF
BLDG B CIRCULATION - VERTICAL 823.16 SF
BLDG B RESIDENTIAL 16916.40 SF
BLDG B RETAIL 11406.19 SF
BLDG B SUPPORT 1708.15 SF
41497.58 SF
LEVEL 2
BLDG B AMENITIES - INTERIOR 5617.70 SF
BLDG B BALCONY 1100.20 SF
BLDG B CIRCULATION 2500.42 SF
BLDG B CIRCULATION - VERTICAL 823.16 SF
BLDG B RESIDENTIAL 17549.22 SF
BLDG B RETAIL 11406.68 SF
BLDG B SUPPORT 1405.34 SF
40402.72 SF
LEVEL 3
BLDG B BALCONY 2007.16 SF
BLDG B CIRCULATION 4427.42 SF
BLDG B CIRCULATION - VERTICAL 822.59 SF
BLDG B RESIDENTIAL 34699.11 SF
BLDG B SUPPORT 684.83 SF
42641.10 SF
LEVEL 4
BLDG B BALCONY 2007.16 SF
BLDG B CIRCULATION 4427.42 SF
BLDG B CIRCULATION - VERTICAL 822.59 SF
BLDG B RESIDENTIAL 34699.11 SF
BLDG B SUPPORT 684.83 SF
42641.10 SF
LEVEL 5
BLDG B BALCONY 2007.16 SF
BLDG B CIRCULATION 4427.42 SF
BLDG B CIRCULATION - VERTICAL 822.59 SF
BLDG B RESIDENTIAL 34699.11 SF
BLDG B SUPPORT 684.83 SF
42641.10 SF
TOTAL 209823.60 SF
GROSS BLDG C AREAS PER LEVEL
BUILDING Area Use Area
LEVEL 1
BLDG C AMENITIES - EXTERIOR 496.55 SF
BLDG C AMENITIES - INTERIOR 1941.85 SF
2438.40 SF
TOTAL 2438.40 SF
GROSS PARKING GARAGE AREAS PER LEVEL
BUILDING Area Use Area
BASEMENT
PARKING GARAGE CIRCULATION - VERTICAL 476.97 SF
PARKING GARAGE PARKING 19875.48 SF
20352.45 SF
LEVEL 1
PARKING GARAGE CIRCULATION - VERTICAL 773.63 SF
PARKING GARAGE PARKING 30879.21 SF
PARKING GARAGE SUPPORT 670.74 SF
32323.58 SF
LEVEL 2
PARKING GARAGE CIRCULATION - VERTICAL 773.63 SF
PARKING GARAGE PARKING 31421.33 SF
PARKING GARAGE SUPPORT 128.62 SF
32323.58 SF
LEVEL 3
PARKING GARAGE CIRCULATION - VERTICAL 773.63 SF
PARKING GARAGE PARKING 31421.33 SF
PARKING GARAGE SUPPORT 128.62 SF
32323.58 SF
LEVEL 4
PARKING GARAGE CIRCULATION - VERTICAL 773.63 SF
PARKING GARAGE PARKING 31421.33 SF
PARKING GARAGE SUPPORT 128.62 SF
32323.58 SF
LEVEL 5
PARKING GARAGE CIRCULATION - VERTICAL 773.63 SF
PARKING GARAGE PARKING 31421.33 SF
PARKING GARAGE SUPPORT 128.62 SF
32323.58 SF
TOTAL 181970.35 SF
GROSS BLDG AREAS PER LEVEL 1
Area Use Area
AMENITIES - EXTERIOR 1591.90 SF
AMENITIES - INTERIOR 12724.10 SF
BALCONY 1987.46 SF
CIRCULATION 6658.87 SF
CIRCULATION - VERTICAL 2137.12 SF
PARKING 30879.21 SF
RESIDENTIAL 34550.65 SF
RETAIL 11406.19 SF
SUPPORT 3079.53 SF
TOTAL 105015.04 SF
GROSS BLDG AREAS PER LEVEL 2
Area Use Area
AMENITIES - INTERIOR 5617.70 SF
BALCONY 2332.05 SF
CIRCULATION 7383.02 SF
CIRCULATION - VERTICAL 2137.12 SF
PARKING 31421.33 SF
RESIDENTIAL 41002.73 SF
RETAIL 11406.68 SF
SUPPORT 1895.03 SF
TOTAL 103195.66 SF
GROSS BLDG AREAS PER LEVEL 3-4
Area Use Area
BALCONY 6478.02 SF
CIRCULATION 18792.46 SF
CIRCULATION - VERTICAL 4273.10 SF
PARKING 62842.65 SF
RESIDENTIAL 116305.24 SF
SUPPORT 2176.62 SF
TOTAL 210868.09 SF
GROSS BLDG AREAS PER LEVEL 5
Area Use Area
AMENITIES - EXTERIOR 504.46 SF
AMENITIES - INTERIOR 505.05 SF
BALCONY 3239.01 SF
CIRCULATION 9482.44 SF
CIRCULATION - VERTICAL 2136.55 SF
PARKING 31421.33 SF
RESIDENTIAL 57143.11 SF
SUPPORT 1002.10 SF
TOTAL 105434.04 SF
GROSS BLDG AREAS PER BASEMENT LEVEL
Area Use Area
BALCONY 491.07 SF
CIRCULATION 2292.35 SF
CIRCULATION - VERTICAL 1017.30 SF
PARKING 19875.48 SF
RESIDENTIAL 8958.13 SF
SUPPORT 149.77 SF
TOTAL 32784.10 SF
UNIT AVERAGE 814 SF
TOTAL UNITS 11 43 51 71 71 70 317 449 258,029 SF 272,872 SF 317 449 258,029 SF 272872 SF 100.00%
TOTALS 10 40 14,800 14,800 10 40 14,800 14800 3.15%
CL4 4 BEDROOM / 4 BATH 4 1,480 0 1,480 SF 2 2 2 2 2 10 40 14,800 SF 14,800 SF CL4 10 40 14,800 SF 14800 SF 3.15%
4 BEDROOM UNITS
TOTALS 102 204 108,256 114,653 102 204 108,256 114653 32.18%
B6 2 BEDROOM / 2 BATH 2 1,143 51 1,194 SF 1 1 1 1 1 5 10 5,715 SF 5,970 SF B6 5 10 5,715 SF 5970 SF 1.58%
B5 2 BEDROOM / 2 BATH 2 1,073 80 1,153 SF 3 5 7 12 12 12 51 102 54,723 SF 58,803 SF B5 51 102 54,723 SF 58803 SF 16.09%
B4 2 BEDROOM / 2 BATH 2 1,134 55 1,189 SF 1 1 1 3 6 3,402 SF 3,567 SF B4 3 6 3,402 SF 3567 SF 0.95%
B3 2 BEDROOM / 2 BATH 2 1,015 0 1,015 SF 1 2 3 5 5 4 20 40 20,300 SF 20,300 SF B3 20 40 20,300 SF 20300 SF 6.31%
B2 2 BEDROOM / 2 BATH 2 1,096 100 1,196 SF 2 2 2 2 2 10 20 10,960 SF 11,960 SF B2 10 20 10,960 SF 11960 SF 3.15%
B1 2 BEDROOM / 2 BATH 2 1,012 69 1,081 SF 2 2 3 3 3 13 26 13,156 SF 14,053 SF B1 13 26 13,156 SF 14053 SF 4.10%
2 BEDROOM UNITS
TOTALS 141 141 99,597 108,043 141 141 99,597 108043 44.48%
A5 1 BEDROOM / 1 BATH 1 676 0 676 SF 2 2 2 6 6 4,056 SF 4,056 SF A5 6 6 4,056 SF 4056 SF 1.89%
A4 1 BEDROOM / 1 BATH 1 714 56 770 SF 3 10 12 15 15 15 70 70 49,980 SF 53,900 SF A4 70 70 49,980 SF 53900 SF 22.08%
A3 1 BEDROOM / 1 BATH 1 745 78 823 SF 1 1 1 745 SF 823 SF A3 1 1 745 SF 823 SF 0.32%
A2 1 BEDROOM / 1 BATH 1 704 74 778 SF 2 2 4 4 4 16 16 11,264 SF 12,448 SF A2 16 16 11,264 SF 12448 SF 5.05%
A1 1 BEDROOM / 1 BATH 1 699 68 767 SF 7 8 11 11 11 48 48 33,552 SF 36,816 SF A1 48 48 33,552 SF 36816 SF 15.14%
1 BEDROOM UNITS
TOTALS 64 64 35,376 35,376 64 64 35,376 35376 20.19%
S2 STUDIO 1 642 642 SF 3 4 5 5 5 22 22 14,124 SF 14,124 SF S2 22 22 14,124 SF 14124 SF 6.94%
S1 STUDIO 1 506 0 506 SF 3 7 8 8 8 8 42 42 21,252 SF 21,252 SF S1 42 42 21,252 SF 21252 SF 13.25%
STUDIO UNITS
HEATED* BALCONY GROSS**HEATED* GROSS*HEATED* GROSS*
UNIT TYPE DESCRIPTION BEDS AREA B 1 2 3 4 5 TOTAL
UNITS
TOTAL
BEDS
BUILDING AREA UNIT TOTAL UNITS TOTAL
BEDS
TOTAL AREA %
UNIT MIX BUILDING TOTAL 12/6/2022
PARKING COUNT
LEVEL B 45
LEVEL 1 98
LEVEL 2 106
LEVEL 3 106
LEVEL 4 106
LEVEL 5 103
TOTAL 564
PARKING REQUIRED
MULTI-FAMILY ZONING 1/ UNIT REQUIRED = 324 SPACES
MULTI-FAMILY OWNER 1/BEDROOM = 435 SPACES
RETAIL 1/250 SF = 42 SPACES
CO WORKING 1/500 SF = 10 SPACES
TOTAL REQUIRED = 487 SPACES
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DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
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Author Checker
2234301
CODE DATA
SHEET
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
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DATE DESCRIPTION REV
BUILDING CODE DATA
BUILDING IDENTIFICATION :
BUILDING OCCUPANCY CLASSIFICATION :
AREA ALLOWED (PER 506.2.3):
TYPE OF CONSTRUCTION :
BUILDING HEIGHT ALLOWANCE (PER 504.3):
BUILDING HEIGHT PROVIDED :
NUMBER OF STORIES ALLOWED (PER 504.4):
NUMBER OF STORIES PROVIDED :
FIRE RATING :
SHAFT ENCLOSURES GREATER THAN 4 STORIES (PER 713.4):
MIXED OCCUPANCY SEPARATION (PER 508.4):
INTERIOR BEARING WALLS (PER 601):
EXT. BEARING WALLS (PER 601):
EXT. NON-BEARING WALLS: LESS THAN 30' SEPARATION (PER 602):
CORRIDOR WALLS (PER 1020.1):
ELEVATOR SHAFT WALLS (PER 713.4):
REFUSE CHUTE SHAFT WALLS AND TERMINATION ROOM (PER 713.13):
REFUSE ACCESS AND ROOMS (PER 713.13):
FLOOR / CEILING CONSTRUCTION (PER 601):
ROOF CEILING CONSTRUCTION (PER 601):
PRIMARY STRUCTURAL FRAME (PER 601):
INTERIOR NON-BEARING WALLS (PER 601):
WALLS AND PARTITIONS OPENING PROTECTION
FIRE WALLS (PER 706.4):
STAIRS :
STAIR WIDTH (PER 1009.1):
ELEVATOR LOBBIES
REQUIRED (PER 3006.3):
FLOOR LOCATIONS:
FIRE PROTECTION SYSTEM
SPRINKLER SYSTEM PROVIDED (PER 903.3.1.1):
STANDPIPES REQUIRED (PER 905):
FIRE EXTINGUISHERS (PER 906):
EXITS REQUIRED
BUILDING EXITS (PER 1021.1):
HORIZONTAL EXITS (PER 1025):
TRAVEL DISTANCE (PER 1017.2):
DEAD END CORRIDOR (PER 1020.4 EXCEPTION 2):
UNITS OF EGRESS (PER 1005.1):CORRIDOR WIDTH = .20 PER OCCUPANT
ROOF ACCESS
ROOF ACCESS PROVIDED:
ATTIC VENTILATION
ATTIC VENTILATION REQUIRED (PER 1202.2):
ATTIC VENTILATION TYPE:
STAIR WIDTH = .30 PER OCCUPANT
AREA ALLOWED PER FLOOR (PER 506.2) :
EXT. NON-BEARING WALLS: GREATER THAN 30' SEPARATION (PER 602):
AREA PROVIDED
SQ.FT. INCREASE ALLOWED BY AREA
MODIFICATIONS
(PER 506)
MIN. REQUIRED: 44"
BUILDING B (SOUTH BUILDING)
R-2, B, A
273,600 SQ.FT.
III-A
85' -0"
64' -6"
5
5
2 HOUR
1 HOUR
1 HOUR
0 HOUR
1 HOUR
2 HOUR
2 HOUR
1 HOUR
1 HOUR
1 HOUR
1 HOUR
1 HOUR
3 HOUR
MIN. PROVIDED 44"
YES
ALL
NFPA 13
YES. WET PIPE SYSTEM WITH STANDPIPES LOCATED IN STAIRWELLS
MINUMUM RATING OF 1-A:10-B:C. 75 FEET MAXIMUM TRAVEL DISTANCE
PER FLOOR: 2
SEE PLANS
50 FEET ALLOWED
YES
NO. UNVENTED ATTIC PER 1202.3
72,000 SQ.FT.
0 HOUR
2 HOUR
250 FEET
BUILDING CODE DATA
BUILDING IDENTIFICATION :
BUILDING OCCUPANCY CLASSIFICATION :
AREA ALLOWED (PER 506.2.3):
TYPE OF CONSTRUCTION :
BUILDING HEIGHT ALLOWANCE (PER 504.3):
BUILDING HEIGHT PROVIDED :
NUMBER OF STORIES ALLOWED (PER 504.4):
NUMBER OF STORIES PROVIDED :
FIRE RATING :
SHAFT ENCLOSURES GREATER THAN 4 STORIES (PER 713.4):
MIXED OCCUPANCY SEPARATION (PER 508.4):
INTERIOR BEARING WALLS (PER 601):
EXT. BEARING WALLS (PER 601):
EXT. NON-BEARING WALLS: LESS THAN 30' SEPARATION (PER 602):
CORRIDOR WALLS (PER 1020.1):
ELEVATOR SHAFT WALLS (PER 713.4):
REFUSE CHUTE SHAFT WALLS AND TERMINATION ROOM (PER 713.13):
REFUSE ACCESS AND ROOMS (PER 713.13):
FLOOR / CEILING CONSTRUCTION (PER 601):
ROOF CEILING CONSTRUCTION (PER 601):
PRIMARY STRUCTURAL FRAME (PER 601):
INTERIOR NON-BEARING WALLS (PER 601):
WALLS AND PARTITIONS OPENING PROTECTION
FIRE WALLS (PER 706.4):
STAIRS :
STAIR WIDTH (PER 1009.1):
ELEVATOR LOBBIES
REQUIRED (PER 3006.3):
FLOOR LOCATIONS:
FIRE PROTECTION SYSTEM
SPRINKLER SYSTEM PROVIDED (PER 903.3.1.1):
STANDPIPES REQUIRED (PER 905):
FIRE EXTINGUISHERS (PER 906):
EXITS REQUIRED
BUILDING EXITS (PER 1021.1):
HORIZONTAL EXITS (PER 1025):
TRAVEL DISTANCE (PER 1017.2):
DEAD END CORRIDOR (PER 1020.4 EXCEPTION 2):
UNITS OF EGRESS (PER 1005.1):CORRIDOR WIDTH = .20 PER OCCUPANT
ROOF ACCESS
ROOF ACCESS PROVIDED:
ATTIC VENTILATION
ATTIC VENTILATION REQUIRED (PER 1202.2):
ATTIC VENTILATION TYPE:
STAIR WIDTH = .30 PER OCCUPANT
AREA ALLOWED PER FLOOR (PER 506.2) :
EXT. NON-BEARING WALLS: GREATER THAN 30' SEPARATION (PER 602):
AREA PROVIDED
SQ.FT. INCREASE ALLOWED BY AREA
MODIFICATIONS
(PER 506)
MIN. REQUIRED: 44"
BUILDING A (NORTH BUILDING)
R-2, B
273,600 SQ.FT.
III-A
85' -0"
72' -6"
5
5
2 HOUR
1 HOUR
1 HOUR
0 HOUR
1 HOUR
2 HOUR
2 HOUR
1 HOUR
1 HOUR
1 HOUR
1 HOUR
1 HOUR
3 HOUR
MIN. PROVIDED 44"
YES
ALL
NFPA 13
YES. WET PIPE SYSTEM WITH STANDPIPES LOCATED IN STAIRWELLS
MINUMUM RATING OF 1-A:10-B:C. 75 FEET MAXIMUM TRAVEL DISTANCE
PER FLOOR: 2
SEE PLANS
50 FEET ALLOWED
YES
NO. UNVENTED ATTIC PER 1202.3
72,000 SQ.FT.
0 HOUR
2 HOUR
250 FEET
BUILDING CODE DATA
BUILDING IDENTIFICATION :
BUILDING OCCUPANCY CLASSIFICATION :
AREA ALLOWED (PER 506.2.3):
TYPE OF CONSTRUCTION :
BUILDING HEIGHT ALLOWANCE (PER 504.3):
BUILDING HEIGHT PROVIDED :
NUMBER OF STORIES ALLOWED (PER 504.4):
NUMBER OF STORIES PROVIDED :
FIRE RATING :
SHAFT ENCLOSURES GREATER THAN 4 STORIES (PER 713.4):
MIXED OCCUPANCY SEPARATION (PER 508.4):
INTERIOR BEARING WALLS (PER 601):
EXT. BEARING WALLS (PER 601):
EXT. NON-BEARING WALLS: LESS THAN 30' SEPARATION (PER 602):
CORRIDOR WALLS (PER 1020.1):
ELEVATOR SHAFT WALLS (PER 713.4):
REFUSE CHUTE SHAFT WALLS AND TERMINATION ROOM (PER 713.13):
REFUSE ACCESS AND ROOMS (PER 713.13):
FLOOR / CEILING CONSTRUCTION (PER 601):
ROOF CEILING CONSTRUCTION (PER 601):
PRIMARY STRUCTURAL FRAME (PER 601):
INTERIOR NON-BEARING WALLS (PER 601):
WALLS AND PARTITIONS OPENING PROTECTION
FIRE WALLS (PER 706.4):
STAIRS :
STAIR WIDTH (PER 1009.1):
ELEVATOR LOBBIES
REQUIRED (PER 3006.3):
FLOOR LOCATIONS:
FIRE PROTECTION SYSTEM
SPRINKLER SYSTEM PROVIDED (PER 903.3.1.1):
STANDPIPES REQUIRED (PER 905):
FIRE EXTINGUISHERS (PER 906):
EXITS REQUIRED
BUILDING EXITS (PER 1021.1):
HORIZONTAL EXITS (PER 1025):
TRAVEL DISTANCE (PER 1017.2):
DEAD END CORRIDOR (PER 1020.4 EXCEPTION 2):
UNITS OF EGRESS (PER 1005.1):CORRIDOR WIDTH = .20 PER OCCUPANT
ROOF ACCESS
ROOF ACCESS PROVIDED:
ATTIC VENTILATION
ATTIC VENTILATION REQUIRED (PER 1202.2):
ATTIC VENTILATION TYPE:
STAIR WIDTH = .30 PER OCCUPANT
AREA ALLOWED PER FLOOR (PER 506.2) :
EXT. NON-BEARING WALLS: GREATER THAN 30' SEPARATION (PER 602):
AREA PROVIDED
SQ.FT. INCREASE ALLOWED BY AREA
MODIFICATIONS
(PER 506)
MIN. REQUIRED: 44"
BUILDING C (STAND ALONE AMENITY BUILDING)
A
273,600 SQ.FT.
0' -0"
0' -0"
4
4
2 HOUR
1 HOUR
1 HOUR
0 HOUR
1 HOUR
2 HOUR
2 HOUR
1 HOUR
1 HOUR
1 HOUR
1 HOUR
1 HOUR
3 HOUR
MIN. PROVIDED 44"
0 SQ.FT.
1 HOUR
2 HOUR
ABOVE GRADE PLANE
ABOVE GRADE PLANE
ABOVE GRADE PLANE
ABOVE GRADE PLANE
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DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
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Author Checker
2234301
CODE DATA
SHEET
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
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BUILDING CODE DATA
BUILDING IDENTIFICATION :
BUILDING OCCUPANCY CLASSIFICATION :
AREA ALLOWED (PER 506.2.3):
TYPE OF CONSTRUCTION :
BUILDING HEIGHT ALLOWANCE (PER 504.3):
BUILDING HEIGHT PROVIDED :
NUMBER OF STORIES ALLOWED (PER 504.4):
NUMBER OF STORIES PROVIDED :
FIRE RATING :
SHAFT ENCLOSURES GREATER THAN 4 STORIES (PER 713.4):
MIXED OCCUPANCY SEPARATION (PER 508.4):
INTERIOR BEARING WALLS (PER 601):
EXT. BEARING WALLS (PER 601):
EXT. NON-BEARING WALLS: LESS THAN 30' SEPARATION (PER 602):
CORRIDOR WALLS (PER 1020.1):
ELEVATOR SHAFT WALLS (PER 713.4):
REFUSE CHUTE SHAFT WALLS AND TERMINATION ROOM (PER 713.13):
REFUSE ACCESS AND ROOMS (PER 713.13):
FLOOR / CEILING CONSTRUCTION (PER 601):
ROOF CEILING CONSTRUCTION (PER 601):
PRIMARY STRUCTURAL FRAME (PER 601):
INTERIOR NON-BEARING WALLS (PER 601):
WALLS AND PARTITIONS OPENING PROTECTION
FIRE WALLS (PER 706.4):
STAIRS :
STAIR WIDTH (PER 1009.1):
ELEVATOR LOBBIES
REQUIRED (PER 3006.3):
FLOOR LOCATIONS:
FIRE PROTECTION SYSTEM
SPRINKLER SYSTEM PROVIDED (PER 903.3.1.1):
STANDPIPES REQUIRED (PER 905):
FIRE EXTINGUISHERS (PER 906):
EXITS REQUIRED
BUILDING EXITS (PER 1021.1):
HORIZONTAL EXITS (PER 1025):
TRAVEL DISTANCE (PER 1017.2):
DEAD END CORRIDOR (PER 1020.4 EXCEPTION 2):
UNITS OF EGRESS (PER 1005.1):CORRIDOR WIDTH = .20 PER OCCUPANT
ROOF ACCESS
ROOF ACCESS PROVIDED:
ATTIC VENTILATION
ATTIC VENTILATION REQUIRED (PER 1202.2):
ATTIC VENTILATION TYPE:
STAIR WIDTH = .30 PER OCCUPANT
AREA ALLOWED PER FLOOR (PER 506.2) :
EXT. NON-BEARING WALLS: GREATER THAN 30' SEPARATION (PER 602):
AREA PROVIDED
SQ.FT. INCREASE ALLOWED BY AREA
MODIFICATIONS
(PER 506)
MIN. REQUIRED: 44"
PARKING DECK
S-2
0 SQ.FT.
I-B
160' -0"
77' -0"
11
6
2 HOUR
2 HOUR
2 HOUR
0 HOUR
1 HOUR
2 HOUR
2 HOUR
1 HOUR
2 HOUR
1 HOUR
2 HOUR
1 HOUR
3 HOUR
MIN. PROVIDED 44"
YES
ALL
YES
YES. DRY MANUAL AT STAIRWELLS
MINUMUM RATING OF 1-A:10-B:C. 75 FEET MAXIMUM TRAVEL DISTANCE
PER FLOOR: 2
SEE PLANS
50 FEET ALLOWED
YES
N/A
79,000 SQ.FT.
0 HOUR
2 HOUR
300 FEET
DATE DESCRIPTION REV
PARTITION NOTES
1. DO NOT SCALE DRAWINGS
7. ALL RATED WALLS MUST MEET REQUIREMENT OF THE INDICATED TEST NUMBER.
8. METAL STUD MUST SIZED AND SPACED SO AS NOT TO EXCEED L/240 DESIGN
CRITERIA. MIN. STUD GAUGE = 25. PARTITIONS SHALL BE LIMITED IN HEIGHT IN
ACCORDANCE WITH STM C754.
9. REFER TO THE REFLECTED CEILING PLANS AND ARCHITECTURAL DRAWINGS FOR
INDICATION OF WHICH NON-RATED PARTITIONS EXTEND TO CEILING HEIGHT OR TO
UNDERSIDE OF STRUCTURE. IF DISCREPANCY EXIST, G.C. TO CONTACT
ARCHITECT
10. WHERE NON-RATED PARTITIONS DO NOT EXTEND TO STRUCTURE, STOP GWB
6" ABOVE CEILING AND EXTEND OR BRACE METAL STUDS TO STRUCTURE.
11. PROVIDE MAX. 16" O.C. STUD SPACING BEHIND ALL CERAMIC TILE OR STONE
VENEER WALLS.
12. PROVIDE UL APPROVED FIRE RESISTANT GWB WHERE REQUIRED BY RATING.
13. APPLY ACOUSTICAL SEALANT ALONG CENTERLINE OF STUD TRACKS TO ENTIRE
PERIMETER OF ALL DEMISING AND CORRIDOR WALLS.
14. PROVIDE FIRE RATED SEALANT TO BOTH SIDES OF ENTIRE PERIMETER OF FIRE
RATED WALLS AND AROUND ALL PENETRATIONS TO APPLICABLE U.L. LISTING
REQUIREMENT OF WALL BEING PENETRATED
15. CONTRACTOR TO STAGGER ALL ELECTRICAL, COMMUNICATIONS, TELEPHONE
AND OTHER SIMILAR OUTLET BOXES AT A MIN. OF 12" O.C. IN FIRE RATED AND
SOUND RATED WALLS.
16. G.C. TO PROVIDE PUTTY PADS ON ALL ELECTRICAL OUTLET BOXES ON FIRE
AND SOUND RATED WALLS.
17. REFER TO I.D. DRAWINGS FOR LOCATION OF ALL INTERIOR FINISHES.
18. PROVIDE WATER RESISTANT GWB AT ALL SHOWER AND BATH TUB WALL
SURROUNDS (DENS-SHIELD OR APPROVED EQUAL).
19. PROVIDE IN-WALL BLOCKING FOR ALL CABINETRY, TOILET ACCESSORIES,
CLOSET SHELVING, MILLWORK, WALLSTOPS, ARTWORK, WALL BUMPERS/GUARDS,
DRAPERY LOCATIONS, STONEWORK, GRAB BARS, MODULAR OFFICE WALLS, AND
OTHER SIMILAR CONDITIONS.
20. THE U.L. NUMBER INDICATED REFERENCE VOLUME 1, 2 AND 2B OF THE MOST
RECENT FIRE RESISTANCE DIRECTORY PUBLISHED BY UNDERWRITERS
LABORATORIES INC. -SEE SHEET CD-80 TO CD-86 FOR MORE INFORMATION.
21. ALL THROUGH WALL PENETRATIONS OF FIRE RATED WALLS/PARTITIONS MUST
BE SEALED WITH FIRESTOP SYSTEM APPROVED BY U.L. FOR PENETRATIONS IN
APPLICABLE WALL OR AS NOTED BY ARCHITECT. SEE ARCH/MEP DRAWINGS FOR
ADDITIONAL INFORMATION.
22. DEFLECTION TRACKS TO BE PROVIDED AT TOP RUNNERS OF ALL METAL
STUDS PARTITIONS THAT EXTEND TO UNDERSIDE OF STRUCTURAL DECK. TRACK
MUST BE DESIGNED TO ALLOW UP TO 1/2" DEFLECTION.
23. ALL SMOKE AND FIRE RATED PARTITIONS MUST BE IDENTIFIED WITH PAINTED
STENCILS ABOVE CEILINGS.
24. WALLS THAT EXTEND "TO STRUCTURE" SHALL EXTEND TO UNDERSIDE OF C.I.P
CONCRETE SLAB METAL DECK OR PRECAST.
2. ALL DIMENSION ARE FROM FACE OF STUD WALL TO FACE OF STUD WALL
OR FROM CENTERLINE OF COLUMN TO FACE OF STUD WALL UNLESS
NOTED OTHERWISE.
3. REFER TO PARTITION LEGEND AND PARTITION TAG FOR GRAPHIC SYMBOLS
CLARIFICATION
4 . THE CENTERLINE OF THE PARTITION SHOULD BE ALIGNED WITH THE CENTERLINE
OF AN EXTERIOR WINDOW MULLION UNLESS NOTED OTHERWISE IN THE
ARCHITECTURAL PLANS. PROVIDE NEOPRENE GASKET CLOSURE BETWEEN
PARTITION AND MULLION.
25. PROVIDE FIRE TREATED WOOD BLOCKING OR PLYWOOD INSIDE WALLS AND
OTHER CONCEALED SPACES.
5. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND NOTIFY THE
ARCHITECT OF ANY DISCREPANCIES PRIOR TO PARTITION AND INSTALLATION.
26. CONTRACTOR TO COORDINATE PARTITION LAYOUT WITH M.E.P. WORK AND
NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION OF
METAL/PLUMBING SLEEVES AT TIME OF CONCRETE PLACEMENT.
27. CONTRACTOR TO VERIFY SIZE AND LOCATION OF ALL EQUIPMENT.
6. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.
28. COORDINATE LOCATIONS OF FIRE PULL STATIONS, FIRE STROBES/SPEAKERS
AND FIREMAN'S TELEPHONE JACK WITH INTERIOR DESIGN ELEMENTS.
29. VERIFY ALL THERMOSTAT LOCATIONS WITH INTERIOR DESIGNER FOR
COORDINATION WITH DESIGN ELEMENTS PRIOR TO INSTALLATION.
30. REFER TO ELECTRICAL DRAWINGS FOR POWER, TELEPHONE, AND DATA
OUTLET LOCATIONS.
31. SEAL ALL SOUND PARTITIONS WITH ACOUSTICAL SEALANT AT BASE, HEAD,
AND ALL PENETRATIONS.
32. ALL EXPOSED TOP EDGES OF WALLS OR WHERE WALL ABUTS COLUMN OR
OTHER CONCRETE STRUCTURE TO HAVE A ZIP BEAD FINISH.
33. G.C. TO PROVIDE A ZIP BEAD FINISH ALONG THE TOP EDGE OF ALL WALL WHERE
WALL ABUTS AN EXPOSED OR SKIM COAT FINISH COLUMN AND OR CONCRETE
STRUCTURE.
34. SOME WALL INDICATED MAY REQUIRE AN EXTERIOR FINISH SYSTEM NOT
INDICATED ON PARTITION SCHEDULE. SEE ARCHITECTURAL DRAWING ADDITIONAL
INFORMATION.
35. IN TYPICAL TOWER RESIDENTIAL UNITS, GWB ON WALL TO STOP AT GWB
CEILINGS (STUDS TO CONTINUE TO STRUCTURE) EXCEPT AT CEILING BATHROOMS
AND MECHANICAL CLOSETS, BOTH STUDS AND GWB WILL EXTEND TO STRUCTURE.
36. WALL TYPE IS BASED ON USG CRITERIA.
37. CAVITIES OF ALL CMU INTERIOR AND/OR EXTERIOR WALL ADJACENT TO
HEATED SPACES TO RECEIVE MIN. R19 SPRAY FOAM INSULATION, TYP.
SSMA METAL STUD SIZES
1 5/8" = 162 S 125 -xx
2 1/2" = 250 S 125 -xx
3 5/8" = 362 S 125 -xx
4" = 400 S 125 -xx
6" = 600 S 125 -xx
8" = 800 S 125 -xx
MEMBER SIZE
MEMBER DEPTH
S = STUD
MATERIAL
THICKNESS
FLANGE WITH
IN 1/100 INCHES
WW3
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1ST LETTER INDICATES STRUCTURAL MATERIAL
C POURED IN PLACE CONCRETE
F METAL FURRING / WOOD FURRING
M MASONRY
P PRECAST CONCRETE
S METAL STUD / CHANNEL
W WOOD
2ND LETTER INDICATES INSULATION
O NONE
B BATT INSULATION
C CELLULOSE
D BATT + BOARD INSULATION
R BOARD INSULATION
S SOUND
FIRE RATING
1 1 HOUR
2 2 HOUR
3 3 HOUR
4 4 HOUR
NUMBER INDICATES VARIATIONS
Structural Number Component Size & Composition
Material Designation
Non-Stud if
if Applicable Stud if Applicable
C,M,P 00-09 MATERIAL
C,F,M,P,S,W 10-19 MATERIAL +< 2x4 WOOD STUD
20-39 MATERIAL +2x4 WOOD STUD
40-59 MATERIAL +2x6 WOOD STUD
60-69 > 2x6 WOOD STUD
C,M,P,S,W 70-79 MATERIAL +2x4 WOOD STUD EACH SIDE
80-89 MATERIAL +2x6 WOOD STUD EACH SIDE
90-99 MATERIAL VARYING DOUBLE STUD CONDITIONS
C,F,M,P,S,W 100-109 MATERIAL +< 3 5/8" METAL STUD
110-129 MATERIAL +3 5/8" =< 6" METAL STUD
130-149 MATERIAL +>= 6" METAL STUD
150-159 MATERIAL +3 5/8"=< 6" METAL STUD EACH SIDE
160-169 MATERIAL +>=6" METAL STUD EACH SIDE
C,M,P,S,W 170-179 MATERIAL +VARYING DOUBLE STUD CONDITIONS
M 180-189 OTHER MASONRY
*FIRE AND SOUND TEST NUMBERS BASED ON THE FOLLOWING:
-FIRE RESISTANCE DIRECTORY 2019 EDITION BY UL (UNDERWRITERS LAB INC.)
-FIRE RESISTANCE, AND SOUND CONTROL DESIGN MANUAL 22ND EDITION
2019 BY GYPSUM ASSOCIATIONS.
WALL TYPE LEGEND:
BUILDING INSULATION SCHEDULE
PER 2018 NORTH CAROLINA BUILDING CODE: ENERGY CONSERVATION CODE
PROJECT FALLS INTO ZONE 3A, GROUP R
(TABLES: R303.1,C402.1.3 & C402.1.4)
R-VALUE
R-25ci
R-38
R-38
ROOFS:
INSULATION ENTIRELY ABOVE ROOF DECK
ATTIC AND OTHER -WOOD FRAMING
ATTIC AND OTHER -STEEL FRAMING
WALLS, ABOVE GRADE:
MASS
METAL FRAMED
WOOD FRAMED AND OTHER
ALL OTHER GROUP R ALL OTHER GROUP R
U-VALUE SHGC
R-25ci
R-38
R-38
R-7.6ci
R-13 + R-7.5ci
R-13 + R-3.8ci
OR R-20
R-9.5ci
R-13 + R-7.5ci
R-13 + R-3.8ci
OR R-20
LOCATION / ASSEMBLY
FLOORS:
MASS
JOIST / FRAMING
R-12.5ci
R-30
R-12.5ci
R-30
SLAB ON GRADE FLOORS:
UNHEATED SLABS
HEATED SLABS
NR
R-15 FOR 24"
R-10 FOR 24"
R-15 FOR 24"
U-0.70 U-0.50
OPAQUE DOORS:
SWINGING
FENESTRATION:
METAL -SINGLE
METAL WITH THERMAL BREAK -SINGLE
NONMETAL OR METAL CLAD -SINGLE
DEFAULT DOOR
UNINSULATED METAL
INSULATED METAL
WOOD
DEFAULT GLAZED
SINGLE GLAZED CLEAR
SINGLE GLAZED TINTED
U-1.20
U-1.10
U-0.95
U-1.20
U-0.60
U-0.50 0.8
0.7
NOTES:
1. CI = CONTINUOUS INSULATION
2. NR = NO REQUIRED
3. SHGC = SOLAR HEAT GAIN COEFFICIENT
2X4 WOOD STUDS
5/8" TYPE "X" GYPSUM BOARD
1" AIR SPACE
SHAFT CORRIDOR
STRUCTURAL SHEATHING
AS REQUIRED BY
STRUCTURAL
EXPOSED TO FIRE FROM
SEPARATION WALL SIDE ONLY
SB2
041
1/2" RESILIENT CHANNEL
5/8" TYPE "X" GYPSUM BOARD
2"
2" REINFORCED
AUTOCLAVED AERATED
CONCRETE PANELS
ATTACHMENT CLIPS
1"
BATT INSULATION
2X WOOD STUD
WALL
1 HOUR BEARING STUD
WALL:
(CALCULATED PER IBC
CH. 7)
-2X WOOD STUDS @ 16"
O.C.
-(1) LAYER 5/8" TYPE "X"
GYPSUM BOARD
AT FIRE DOOR JAMB & HEAD
UNIT DEMISING WALL:
MIN. 3 1/2" BATT
INSULATION @ 2X4
STUD WALL. (MIN. 5 1/2"
@ 2X6)
GAP
1" MAX 0' - 4"GAP
1" MAX
AT FIRE DOOR JAMB & HEAD
4" REINFORCED AUTOCLAVED
AERATED CONCRETE JAMB &
HEAD PANELS. 12" MINIMUM
WIDTH
2X WOOD STUD
WALL
1 HOUR BEARING STUD
WALL:
(CALCULATED PER IBC
CH. 7)
-2X WOOD STUDS @ 16"
O.C.
-(1) LAYER 5/8" TYPE "X"
GYPSUM BOARD
UNIT DEMISING WALL:
MIN. 3 1/2" BATT
INSULATION @ 2X4
STUD WALL. (MIN. 5 1/2"
@ 2X6)
(4" MAX)
1 1/2" GAP
AAC PANEL
0' - 3"(4" MAX)
1 1/2" GAP
AT FIRE WALL
3" REINFORCED AUTOCLAVED
AERATED CONCRETE PANELS
FIRE RATED DOOR FRAME,
GROUT SOLID
CONTINUOUS SEALANT
AT FIRE WALL
0' - 6"STC : 63MIN
C

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DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
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A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
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Author Checker
2234301
WALL
PARTITIONS
DETAIL
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
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DATE DESCRIPTION REV
UL# U210 -2 HR RATED SHAFT WALLSB2
021
UL# U210 - 3 HR RATED AUTOCLAVED AERATED
CONCRETE (AAC) FIREWALLPB3
070
1 HOUR BEARING STUD WALL:
(CALCULATED PER IBC CH. 7)
-2X WOOD STUDS @ 16" O.C.
-(1) LAYER 5/8" TYPE "X"
GYPSUM BOARD
INTERIOR
1" AIR SPACE
SEPARATION FROM ANY
WALL OR FOUNDATION,
U.N.O.
1"
STRUCTURAL
THICKNESS PERCO2
002
CO2
001
PO2
001
2 HOUR CONCRETE WALL -WALL TYPE CO2 001
(PER TABLE 721.1(2) -ITEM 4-1.1 -NCBC
CHAPTER 7)
-SILICEOUS AGGREGATE CONCRETE
2 HOUR RATING-
MIN. FINISH THICKNESS OF 5.0"
-CARBONDATE AGGREGATE CONCRETE:
2 HOUR RATING -
MIN. FINISHED THICKNESS OF 4.6"
PO3
001
PO2
002
2 HR. -12"
2 HR. -10"
2 HR. -8"
2 HR. -8"
PRECAST
2 HR. -12"
PRECAST
3 HR. -8"
PRECAST
(1) LAYER 5/8"
TYPE "X"
GYPSUM
BOARD
EXTERIOR INTERIOR
FRT EXTERIOR SHEATHING,
SEE STRUCTURAL.
MULTIPLE FINISH
CONDITIONS,
SEE ELEVATIONS
AIR/MOISTURE BARRIER
BATT INSULATION,
PRESSURE FIT TO FILL
STUD CAVITY
MULTIPLE FINISH CONDITIONS
2X FRT WOOD STUDS
AS SPACED AND SIZED
BY STRUCTURAL
3/8" THK X 1 1/2" WIDE
VERTICAL FURRING STRIPS
FILL AS REQUIRED
BY STRUCTURAL
CONCAVE MORTAR
JOINT (TYP.)
UL# U905
2 HR RATED 8" CMU 0' - 1"
1" AIR SPACE
1 HOUR BEARING STUD
WALL:
(CALCULATED PER IBC CH. 7)
-2X WOOD STUDS @ 16" O.C.
-(1) LAYER 5/8" TYPE "X"
GYPSUM BOARD
5/8" TYPE 'X' GYP BD.
*3 1/2" BATT INSULATION
IN BOTH WALLS
2X WD STUDS
STAGGERED @ 16"-
SEE STRUCTURAL
1" AIRSPACE
5/8" TYPE 'X'
GYP. BD.
STRUCTURAL
SHEATHING
ONE SIDE OF
AIR SPACE AS
REQUIRED BY
STRUCTURAL
DRAWINGS.
0' - 1"
*STC -58
INTERIOR INTERIOR
TEST REPORT: TL-93-263WB1
080
2x6 WOOD STUD
5/8" TYPE "X"
GYPSUM BOARD
EACH SIDE (TYP.)
2X4 WOOD STUD (SEE
STRUCTURAL)
NOTE:
USE 5/8" CEMENT
BACKER UNIT W/
CERAMIC TILE WHERE
INDICATED ON FINISH
SCHEDULE
STRUCTURAL SHEATHING
AS REQUIRED BY
STRUCTURAL DRAWINGS
UNIT INTERIOR CORRIDOR
1/2" RESILIENT
CHANNEL DELUXE
**STC 50 MIN.
**MIN. R-13 BATT
INSULATION, PRESSURE FIT
TO FILL STUD CAVITY
TEST REPORT: TL-93-098
WB1
041
2x6 WOOD STUD
2X FRT WOOD STUDS
AS SPACED AND
SIZED BY
STRUCTURAL
(1) LAYER 5/8" TYPE "X"
GYPSUM BOARD
EXTERIOR INTERIOR
FRT EXTERIOR
SHEATHING, SEE
STRUCTURAL
AIR/MOISTURE BARRIER
BATT INSULATION,
PRESSURE FIT TO FILL
STUD CAVITY
CEMENTITIOUS PANEL
CEMENTITIOUS PANEL
3/8" THK. X 1 1/2" WIDE
VERTICAL WOOD
FURRING STRIPS
FIRE RETARDANT
WOOD STUDS AS
SPACED AND SIZED
BY STRUCTURAL
(2) LAYERS 5/8" TYPE "X"
GYPSUM BOARD
EXTERIOR INTERIOR
1/2" LP FLAMEBLOCK
FIRE RETARDANT
EXTERIOR WOOD
SHEATHING
AIR/MOISTURE BARRIER
BATT INSULATION,
PRESSURE FIT TO FILL
STUD CAVITY
CEMENTITIOUS PANEL
CEMENTITIOUS PANEL
3/8" THK. X 1 1/2" WIDE
VERTICAL WOOD
FURRING STRIPS
WB1
052
2x8 WOOD STUD
FIRE RETARDANT
WOOD STUDS AS
SPACED AND SIZED
BY STRUCTURAL
(2) LAYERS 5/8" TYPE "X"
GYPSUM BOARD
EXTERIOR INTERIOR
1/2" LP FLAMEBLOCK
FIRE RETARDANT
EXTERIOR WOOD
SHEATHING
AIR/MOISTURE BARRIER
BATT INSULATION,
PRESSURE FIT TO FILL
STUD CAVITY
MULTIPLE FINISH
CONDITIONS, SEE
ELEVATIONS
MULTIPLE FINISH CONDITIONS
3/8" THK. X 1 1/2" WIDE
VERTICAL FURRING
STRIPS
EXTERIOR
(2) LAYERS
5/8" TYPE "X"
GYPSUM
BOARD
1/2" EXTERIOR SHEATHING
AIR/MOISTURE BARRIER
2X FIRE
RETARDANT
WOOD STUDS
AS SPACED BY
STRUCTURAL
BATT
INSULATION
TO FILL STUD
CAVITY
MULTIPLE FINISHES,
SEE ELEVATION
3/8" VERTICAL FRT FURRING
STRIPS
INTERIOREXTERIORINTERIOR
(1) LAYER 5/8"
TYPE "X"
GYPSUM
BOARD
1/2" EXTERIOR SHEATHING
AIR/MOISTURE BARRIER
2X FIRE
RETARDANT
WOOD STUDS
AS SPACED BY
STRUCTURAL
BATT
INSULATION
TO FILL STUD
CAVITY
MULTIPLE FINISHES,
SEE ELEVATION
3/8" VERTICAL FRT FURRING
STRIPS
UL#905
2HR RATED 8" CMU
FILL AS REQUIRED
BY STRUCTURAL
MO1
001
1-HR RATED
INTERIOR EXTERIOR
FLUID
ELASTOMERIC
COATING
3/8" INTUMESCENT COATING
PRIMER COATING
STEEL TUBE COLUMN
SEE STRUCTURAL
DRAWINGS FOR SIZE
5/8" TYPE "X"
GYPSUM BOARD
EACH SIDE (TYP.)
WOOD STUD (SEE
STRUCTURAL)
NOTE:
USE 5/8" CEMENT
BACKER UNIT W/
CERAMIC TILE WHERE
INDICATED ON FINISH
SCHEDULE
INTERIOR INTERIOR
WB1
020
W/ BATT
INSULATION
5/8" TYPE 'X' GYP
(FOR RATED WALL ) BD
@ EACH SIDE
WOOD STUD (SEE
STRUCTURAL)
NOTE:
USE 1/2" CEMENT
BACKER UNIT W/
CERAMIC TILE WHERE
INDICATED ON FINISH
SCHEDULE
INTERIORINTERIOR
**BATT INSULATION PER
WALL TAG
PARTITION NOTES
1. DO NOT SCALE DRAWINGS
7. ALL RATED WALLS MUST MEET REQUIREMENT OF THE INDICATED TEST NUMBER.
8. METAL STUD MUST SIZED AND SPACED SO AS NOT TO EXCEED L/240 DESIGN
CRITERIA. MIN. STUD GAUGE = 25. PARTITIONS SHALL BE LIMITED IN HEIGHT IN
ACCORDANCE WITH STM C754.
9. REFER TO THE REFLECTED CEILING PLANS AND ARCHITECTURAL DRAWINGS FOR
INDICATION OF WHICH NON-RATED PARTITIONS EXTEND TO CEILING HEIGHT OR TO
UNDERSIDE OF STRUCTURE. IF DISCREPANCY EXIST, G.C. TO CONTACT
ARCHITECT
10. WHERE NON-RATED PARTITIONS DO NOT EXTEND TO STRUCTURE, STOP GWB
6" ABOVE CEILING AND EXTEND OR BRACE METAL STUDS TO STRUCTURE.
11. PROVIDE MAX. 16" O.C. STUD SPACING BEHIND ALL CERAMIC TILE OR STONE
VENEER WALLS.
12. PROVIDE UL APPROVED FIRE RESISTANT GWB WHERE REQUIRED BY RATING.
13. APPLY ACOUSTICAL SEALANT ALONG CENTERLINE OF STUD TRACKS TO ENTIRE
PERIMETER OF ALL DEMISING AND CORRIDOR WALLS.
14. PROVIDE FIRE RATED SEALANT TO BOTH SIDES OF ENTIRE PERIMETER OF FIRE
RATED WALLS AND AROUND ALL PENETRATIONS TO APPLICABLE U.L. LISTING
REQUIREMENT OF WALL BEING PENETRATED
15. CONTRACTOR TO STAGGER ALL ELECTRICAL, COMMUNICATIONS, TELEPHONE
AND OTHER SIMILAR OUTLET BOXES AT A MIN. OF 12" O.C. IN FIRE RATED AND
SOUND RATED WALLS.
16. G.C. TO PROVIDE PUTTY PADS ON ALL ELECTRICAL OUTLET BOXES ON FIRE
AND SOUND RATED WALLS.
17. REFER TO I.D. DRAWINGS FOR LOCATION OF ALL INTERIOR FINISHES.
18. PROVIDE WATER RESISTANT GWB AT ALL SHOWER AND BATH TUB WALL
SURROUNDS (DENS-SHIELD OR APPROVED EQUAL).
19. PROVIDE IN-WALL BLOCKING FOR ALL CABINETRY, TOILET ACCESSORIES,
CLOSET SHELVING, MILLWORK, WALLSTOPS, ARTWORK, WALL BUMPERS/GUARDS,
DRAPERY LOCATIONS, STONEWORK, GRAB BARS, MODULAR OFFICE WALLS, AND
OTHER SIMILAR CONDITIONS.
20. THE U.L. NUMBER INDICATED REFERENCE VOLUME 1, 2 AND 2B OF THE MOST
RECENT FIRE RESISTANCE DIRECTORY PUBLISHED BY UNDERWRITERS
LABORATORIES INC. -SEE SHEET CD-80 TO CD-86 FOR MORE INFORMATION.
21. ALL THROUGH WALL PENETRATIONS OF FIRE RATED WALLS/PARTITIONS MUST
BE SEALED WITH FIRESTOP SYSTEM APPROVED BY U.L. FOR PENETRATIONS IN
APPLICABLE WALL OR AS NOTED BY ARCHITECT. SEE ARCH/MEP DRAWINGS FOR
ADDITIONAL INFORMATION.
22. DEFLECTION TRACKS TO BE PROVIDED AT TOP RUNNERS OF ALL METAL
STUDS PARTITIONS THAT EXTEND TO UNDERSIDE OF STRUCTURAL DECK. TRACK
MUST BE DESIGNED TO ALLOW UP TO 1/2" DEFLECTION.
23. ALL SMOKE AND FIRE RATED PARTITIONS MUST BE IDENTIFIED WITH PAINTED
STENCILS ABOVE CEILINGS.
24. WALLS THAT EXTEND "TO STRUCTURE" SHALL EXTEND TO UNDERSIDE OF C.I.P
CONCRETE SLAB METAL DECK OR PRECAST.
2. ALL DIMENSION ARE FROM FACE OF STUD WALL TO FACE OF STUD WALL
OR FROM CENTERLINE OF COLUMN TO FACE OF STUD WALL UNLESS
NOTED OTHERWISE.
3. REFER TO PARTITION LEGEND AND PARTITION TAG FOR GRAPHIC SYMBOLS
CLARIFICATION
4 . THE CENTERLINE OF THE PARTITION SHOULD BE ALIGNED WITH THE CENTERLINE
OF AN EXTERIOR WINDOW MULLION UNLESS NOTED OTHERWISE IN THE
ARCHITECTURAL PLANS. PROVIDE NEOPRENE GASKET CLOSURE BETWEEN
PARTITION AND MULLION.
25. PROVIDE FIRE TREATED WOOD BLOCKING OR PLYWOOD INSIDE WALLS AND
OTHER CONCEALED SPACES.
5. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD AND NOTIFY THE
ARCHITECT OF ANY DISCREPANCIES PRIOR TO PARTITION AND INSTALLATION.
26. CONTRACTOR TO COORDINATE PARTITION LAYOUT WITH M.E.P. WORK AND
NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION OF
METAL/PLUMBING SLEEVES AT TIME OF CONCRETE PLACEMENT.
27. CONTRACTOR TO VERIFY SIZE AND LOCATION OF ALL EQUIPMENT.
6. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.
28. COORDINATE LOCATIONS OF FIRE PULL STATIONS, FIRE STROBES/SPEAKERS
AND FIREMAN'S TELEPHONE JACK WITH INTERIOR DESIGN ELEMENTS.
29. VERIFY ALL THERMOSTAT LOCATIONS WITH INTERIOR DESIGNER FOR
COORDINATION WITH DESIGN ELEMENTS PRIOR TO INSTALLATION.
30. REFER TO ELECTRICAL DRAWINGS FOR POWER, TELEPHONE, AND DATA
OUTLET LOCATIONS.
31. SEAL ALL SOUND PARTITIONS WITH ACOUSTICAL SEALANT AT BASE, HEAD,
AND ALL PENETRATIONS.
32. ALL EXPOSED TOP EDGES OF WALLS OR WHERE WALL ABUTS COLUMN OR
OTHER CONCRETE STRUCTURE TO HAVE A ZIP BEAD FINISH.
33. G.C. TO PROVIDE A ZIP BEAD FINISH ALONG THE TOP EDGE OF ALL WALL WHERE
WALL ABUTS AN EXPOSED OR SKIM COAT FINISH COLUMN AND OR CONCRETE
STRUCTURE.
34. SOME WALL INDICATED MAY REQUIRE AN EXTERIOR FINISH SYSTEM NOT
INDICATED ON PARTITION SCHEDULE. SEE ARCHITECTURAL DRAWING ADDITIONAL
INFORMATION.
35. IN TYPICAL TOWER RESIDENTIAL UNITS, GWB ON WALL TO STOP AT GWB
CEILINGS (STUDS TO CONTINUE TO STRUCTURE) EXCEPT AT CEILING BATHROOMS
AND MECHANICAL CLOSETS, BOTH STUDS AND GWB WILL EXTEND TO STRUCTURE.
36. WALL TYPE IS BASED ON USG CRITERIA.
37. CAVITIES OF ALL CMU INTERIOR AND/OR EXTERIOR WALL ADJACENT TO
HEATED SPACES TO RECEIVE MIN. R19 SPRAY FOAM INSULATION, TYP.
SSMA METAL STUD SIZES
1 5/8" = 162 S 125 -xx
2 1/2" = 250 S 125 -xx
3 5/8" = 362 S 125 -xx
4" = 400 S 125 -xx
6" = 600 S 125 -xx
8" = 800 S 125 -xx
MEMBER SIZE
MEMBER DEPTH
S = STUD
MATERIAL
THICKNESS
FLANGE WITH
IN 1/100 INCHES
WW3
33
1ST LETTER INDICATES STRUCTURAL MATERIAL
C POURED IN PLACE CONCRETE
F METAL FURRING / WOOD FURRING
M MASONRY
P PRECAST CONCRETE
S METAL STUD / CHANNEL
W WOOD
2ND LETTER INDICATES INSULATION
O NONE
B BATT INSULATION
C CELLULOSE
D BATT + BOARD INSULATION
R BOARD INSULATION
S SOUND
FIRE RATING
1 1 HOUR
2 2 HOUR
3 3 HOUR
4 4 HOUR
NUMBER INDICATES VARIATIONS
Structural Number Component Size & Composition
Material Designation
Non-Stud if
if Applicable Stud if Applicable
C,M,P 00-09 MATERIAL
C,F,M,P,S,W 10-19 MATERIAL +< 2x4 WOOD STUD
20-39 MATERIAL +2x4 WOOD STUD
40-59 MATERIAL +2x6 WOOD STUD
60-69 > 2x6 WOOD STUD
C,M,P,S,W 70-79 MATERIAL +2x4 WOOD STUD EACH SIDE
80-89 MATERIAL +2x6 WOOD STUD EACH SIDE
90-99 MATERIAL VARYING DOUBLE STUD CONDITIONS
C,F,M,P,S,W 100-109 MATERIAL +< 3 5/8" METAL STUD
110-129 MATERIAL +3 5/8" =< 6" METAL STUD
130-149 MATERIAL +>= 6" METAL STUD
150-159 MATERIAL +3 5/8"=< 6" METAL STUD EACH SIDE
160-169 MATERIAL +>=6" METAL STUD EACH SIDE
C,M,P,S,W 170-179 MATERIAL +VARYING DOUBLE STUD CONDITIONS
M 180-189 OTHER MASONRY
*FIRE AND SOUND TEST NUMBERS BASED ON THE FOLLOWING:
-FIRE RESISTANCE DIRECTORY 2019 EDITION BY UL (UNDERWRITERS LAB INC.)
-FIRE RESISTANCE, AND SOUND CONTROL DESIGN MANUAL 22ND EDITION
2019 BY GYPSUM ASSOCIATIONS.
WALL TYPE LEGEND:
C

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DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12
/
1
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/
2
0
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2234301
WALL
PARTITIONS
DETAIL
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
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DATE DESCRIPTION REV
1-HOUR RATED WOOD FURRING WALLFB1
020
RATED PRE-CAST / CONCRETE WALLC02
003
UL#356 - 1-HR EXT. BEARING WOOD STUD
WALL W/ MULTIPLE FINISH CONDITIONSWB1
042
UL# 905 2-HR 8" CMU - ELEVATOR / STAIR
ADJACENT TO INTERIOR WOOD STUDMO2
002
UL# U341 1-HR RATED DEMISING WALLWB1
070
UL# U344 1-HR INT. BEARING WALL @
CORRIDORWB1
021
UL# U349 2-HR EXT BEARING WOOD STUD
WALL W/ CEMENTITIOUS PANELWB2
O42
UL# U349 - 2 HR RATED EXTERIOR WALL
OVERFRAME W/ MULTIPLE FINISHESWB2
080
UL# U356 - 1 HR RATED EXTERIOR WALL
OVERFRAME W/ MULTIPLE FINISHESWB1
080
UL# U905 2-HR 8" CMU WALLMO2
001
UL# X650 - 1-HOUR RATED TUBE STEEL COLUMN
WO1 020 - UL# U305 1 HR INTERIOR BEARING
WALLWO1
020
WO 020 - NON-RATED & NON-BEARING
INTERIOR WALLWO
020
1" GYPCRETE TOPPING
FLOOR SHEATHING,
SEE STRUCTURAL
18" PRE-FAB WOOD FLOOR
TRUSS, SEE STRUCTURAL
ACOUSTIC-MAT 1/4
SOUND ISOLATION MAT
(AT REQUIRED
LOCATIONS)
BLOWN-IN INSULATION
1 LAYER 5/8" TYPE 'C' GYP.
BD. (DRYWALL SCREWS
ARE NOT TO PENETRATE
WOOD TRUSS JOISTS)
INTERIOR OF UNIT
INTERIOR OF UNIT
1/2" RESILIENT
CHANNELS @ 24" O.C.
NOTE: FILL CAVITY WITH BLOWN-IN
INSULATION; TOP OF INSULATION TO BE
WITHIN 2" OF BOTTOM OF FLOOR
SHEATHING (FIRE SPRINKLING OF
INTERSTITIAL SPACE NOT REQUIRED)
*STC -59
TEST: MAXXON
*IIC -51-54
1" GYPCRETE TOPPING
FRT. FLOOR SHEATHING
-REFER TO STRUCTURAL
PRE-FAB WOOD FLOOR
TRUSS
-REFER TO STRUCTURAL
1 LAYER 5/8" TYPE 'C' GYPSUM
BOARD (DRYWALL SCREWS
ARE NOT TO PENETRATE
WOOD TRUSS JOISTS)
CORRIDOR
1/2" RESILIENT
CHANNELS @ 24" O.C.
CORRIDOR
FULL CAVITY BLOWN-IN
FIBERGLASS
INSULATION
NOTE: FILL CAVITY WITH BLOWN-IN
INSULATION; TOP OF INSULATION TO BE
WITHIN 2" OF BOTTOM OF FLOOR
SHEATHING (FIRE SPRINKLING OF
INTERSTITIAL SPACE NOT REQUIRED)
CONCRETE TOPPING
-BROOM FINISH
METAL DECKING
-REFER TO STRUCTURAL
STAIR METAL POUR STOP
STEEL STAIR SUPPORT
-REFER TO
STRUCTURAL
FLOOR SHEATHING
-REFER TO STRUCTURAL
WATERPROOF MEMBRANE,
CONSIDER 60MIL SELF-ADHERING
SYSTEM, SIMILAR TO POLYGUARD
BALCONY-GUARD SYSTEM.
EXTERIOR
EXTERIOR
PRE-FAB WOOD TRUSS
-SLOPE STRUCTURE
-SEE ARCH PLANS FOR SLOPE RATIO
-REFER TO STRUCTURAL
DRAINAGE MAT
1-1/2" MINIMUM LIGHTWEIGHT
CONCRETE
1 LAYER 5/8" TYPE 'C' GYP. BD.
(DRYWALL SCREWS ARE NOT TO
PENETRATE WOOD TRUSS JOISTS)
1/2" RESILIENT
CHANNELS @ 12" O.C.
RIP 2X OVERBUILD TO CREATE POSITIVE
SLOPE ON CANTILEVERED BEAMS, SEE
STRUCT DRAWINGS
TOP CHORD SLOPED TRUSSES:
PREFAB WOOD TRUSS,
SEE STRUCTURAL
1/2" RESILIENT
CHANNELS @ 12" O.C.
1 LAYER 5/8" TYPE 'C' GYPSUM
BOARD (DRYWALL SCREWS ARE
NOT TO PENETRATE WOOD
TRUSS JOISTS)
EXTERIOR
INTERIOR
FRT. ROOF SHEATHING,
SEE STRUCTURAL
60 MIL SINGLE PLY TPO ROOFING
MEMBRANE OVER
1/2" PROTECTION BOARD
*INSTALL TAPERED INSULATION
AS NEEDED
FULL CAVITY BLOWN-IN
FIBERGLASS INSULATION
ROOF CRICKETS FROM
RIGID INSULATION
STAIRFLOOR SHEATHING
SEE STRUCT
2 X 10 LEDGER, SEE STRUCT
BALLOONED FRAMED STUDS,
SEE STRUCT
CONT. GYP BOARD EA PER UL# U301,
SEE STRUCT
2X STAIR JOIST W/FACE MOUNT
HANGER SEE STRUCT
ELEVATED CAST-IN-PLACE
CONCRETE SLAB, SEE
STRUCT. DWGS.
1 LAYER 5/8" GYPSUM
BOARD CEILING ON
HANGERS @ 24" O.C.
(TYPICAL)
DRAINAGE MAT OVER DUAL
WATERPROOFING SYSTEM
SIMILAR TO POLYGUARD
DUAL CORE
*STC -70
*IIC -52
1-1/2" MINIMUM
LIGHTWEIGHT CONCRETE
TOPPING SLAB
SPRAY-APPLIED FOAM INSULATION
(CLOSED CELL), UNDERSIDE OF
P.T. SLAB. PROVIDE
MINIMUM STC 50 RATING
SLOPE
1/4" PER FT MIN
1" GYPCRETE
FLOOR SHEATHING,
SEE STRUCTURAL
18" PRE-FAB WOOD FLOOR
TRUSS, SEE STRUCTURAL
QUIET QURL 65/075 SOUND
ISOLATION MAT
2 LAYERS 5/8" TYPE 'C' GYP.
BD. (DRYWALL SCREWS ARE NOT
TO PENETRATE WOOD TRUSS
JOISTS)
ONLY OCCURS BELOW
SKY LOUNGE
AMENITY AREA
RESILIENT CHANNELS PER UL
NOTE: FILL CAVITY WITH BLOWN-IN
INSULATION; TOP OF INSULATION TO BE
WITHIN 2" OF BOTTOM OF FLOOR SHEATHING
(FIRE SPRINKLING OF INTERSTITIAL SPACE
NOT REQUIRED.)
1/
2
"

M
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R-38 BLOWN IN INSULATION
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JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12
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2234301
FLOOR /
CEILING
ASSEMBLY
DETAILS
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
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UL# L528, 1-HR FLOOR / CEILING ASSEMBLY @
UNITFCA 1
UL# L512 1-HR FLOOR / CEILING ASSEMBLYFCA 2
FLOOR / CEILING ASSEMBLY @ STAIRFCA 3
FLOOR / CEILING ASSEMBLY @ BALCONYFCA 4
UL# P580 1-HR ROOF / CEILING ASSEMBLY @ UNITFCA 5
FLOOR / CEILING ASSEMBLY @ WOOD STAIRFCA 7
IBC CHAPTER 7, CALCULATED 3-HR RATED FLOOR
/ CEILING ASSEMBLY BFCA 8
UL# L521 / STC 76 - 1-HR FLOOR / CEILING
ASSEMBLY BELOW 5TH FLOOR AMENITYFCA 9
DATE DESCRIPTION REV
Tax# 075-106-20
#1853 Statesville Ave
Hebrew Cemetery
Association of Charlotte
DB 13165 Pg 441
9
21
45 PARKS
MAINT.
STAIR A
715'-0"
711'-0"
709'-0"710'-0"712'-0"
714'-0"
716'-0"
716'-0"
717'-0"
718'-0"
720'-0"
718'-0"
714'-0"
713'-0"
712'-0"
OPEN AIR
EXIT/ PASS THRU
ELEV 1
PARKING COUNT
LEVEL B 45
LEVEL 1 98
LEVEL 2 106
LEVEL 3 106
LEVEL 4 106
LEVEL 5 103
TOTAL 564
PARKING REQUIRED
MF ZONING 1/ UNIT = 324 SPACES
MF OWNER 1/BEDROOM = 435 SPACES
RETAIL 1/250 SF = 42 SPACES
CO WORKING 1/500 SF = 10 SPACES
TOTAL REQUIRED = 487 SPACES
15
UP
B3
A4
B5 B5B5 A3A4
ST
A
I
R

B
ELEV 2
ELEV LOBBY
S1
S1
S1 A4
714'-3"
3/4" / 12"
ELEC
A
A13.00
1
18
2
'

-

5

1
/
2
"
288' - 7 5/8"
15' - 9 1/4"18' - 8 7/8"
12
9
'

-

5
"
1
A06.01
2
A06.01
3
A06.01
A05.01
1
A05.01 2
A05.01
3
A05.014
BUILDING 1000
BUILDING 2000
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BUILDING ABOVE
BUILDING ABOVE
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JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12
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2234301
OVERALL
BASEMENT
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
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3/64" = 1'-0"1 OVERALL BASEMENT
15' 30'60'0'
N
EW
S
DATE DESCRIPTION REV
Tax# 075-106-20
#1853 Statesville Ave
Hebrew Cemetery
Association of Charlotte
DB 13165 Pg 441
723'-0"
722'-0"
715'-0"
711'-0"
709'-0"710'-0"712'-0"
714'-0"
716'-0"
716'-0"
717'-0"
718'-0"
720'-0"
721'-0"
719'-0"
714'-0"
713'-0"
712'-0"
723'-0"
724'-0"
724'-0"
725'-0"
725'
STAIR E
FIREWALL
FI
R
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W
A
L
L
ST
A
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C
723'-0"724'-0"
724'-0"
ELEV 3
OPEN AIR
2 HOUR EXIT ENCLOSURE
2 STORY PASS THRU
BR
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E

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2
N
D
PASS THRU TO GARAGE
SHAFT ABOVE
SHAFT ABOVE
9
98 PARKS
19
19
4
RESIDENTIAL
TRASH
POOL COURTYARD
OPEN AIR
EXISTING POLE/ EASEMENT
ASSUMED TO BE REMOVED
LOADING
4,890 SF
CO-WORKING
COVERED OUTDOOR AREA
RETAIL
UTILITY
25
22
A2
A2
B3
B1A1
A4
A4
A4
A1
B3
CL4
S2
A4
A1A1 A1S2
DOG WASH
DNUP
B5B5B5B5A4
AMENITY
2,264 SQ FT
POOL
1000 SQ FT
STAIR A
ELEV 1
ELEC
A
ST
A
I
R

B
ELEV 2
ELEV LOBBY
ELEV LOBBY
STAIR D
ELEV LOBBY
ELEC
B S1
S1
S1
S1
MECH
A4S1
MECH
3/4" / 12"
RETAIL
TRASH
ELEC C
179' - 7 3/4"
333' - 10"
22
2
'

-

1
1

5
/
8
"
207' - 11"
107' - 8 7/8"
70' - 3 3/8"
1
A06.01
2
A06.01
3
A06.01
A05.01
1
A05.01 2
A05.01
3
A05.014
A4
2943
A1A4
B2CL4
B6
A4 S1 B5
B2 S2 S1 B1
A4
40
6
'

-

8

3
/
8
"
311' - 2 1/4"
84
'

-

3
"
148' - 7"
3/4" / 12"
10,988 SF
RETAIL
5,248 SF
LEASING/ AMENITY
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JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12
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Author Checker
2234301
OVERALL
LEVEL 1
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
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3/64" = 1'-0"1 OVERALL LEVEL 1
15' 30'60'0'
N
EW
S
DATE DESCRIPTION REV
OPEN TO RETAIL BELOW
LEASING/ AMENITY
BR
I
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G
E
OPEN AIR
OPEN AIR
9
106 PARKS
B2
A2
A2
B2
A1
A4
A4
B3
B1A1
S2
B5
S2
A4
B1
A1
A4
A4
A4
A1
CL4
B6
B3
B3
CL4
A1
S2
A4
A4
A1A1 A1S2
B5B5B5B5A4
TRASH
9
19
19
25
25
A4
B5
B5
A4
STAIR E
ST
A
I
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C
ELEV 3
STAIR A
ELEV 1
TELE
COM A
ST
A
I
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B
ELEV 2
ELEV LOBBY
ELEV LOBBY
STAIR D
ELEV LOBBY
TELE
COM B
S1
S1
S1
S1
S1
S1
S1
MECH
A4S1
MECH
SHAFT ABOVE
SHAFT ABOVE
DNUP
3/4" / 12"
ELEC C
A13.02
1
40
6
'

-

8

3
/
8
"
333' - 10"
21
0
'

-

6
"
253' - 7 1/2"
311' - 2 1/4"
179' - 10 1/2"
107' - 8 7/8"
70' - 3 3/8"
1
A06.01
2
A06.01
3
A06.01
A05.01
1
A05.01 2
A05.01
3
A05.014
84
'

-

3
"
148' - 7"
3/4" / 12"
C

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JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12
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Author Checker
2234301
OVERALL
LEVEL 2
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
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2
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6
3/64" = 1'-0"1 OVERALL LEVEL 2
15' 30'60'0'
N
EW
S
DATE DESCRIPTION REV
A2
B2
A2
A2
A2
B2
B1B5
A1
A4
A4
B3
B1A1
B3
B3
S2
S2B5
B5
B5
S2
A4
B1
A4A4
A1
A1
A4
A4
A4
A1
A5
A5
CL4
B6
SHAFT
STAIR
B5
B3
B3
CL4
A1
A1A1
A4
S2
A4
A4
OPEN AIR
OPEN AIR
A1A1 A1S2
B5B5B5B5A4
TRASH
99
19
19
25
106 PARKS
25
B5
A4
B5
B5
A4
STAIR E
ST
A
I
R

C
ELEV 3
STAIR A
ELEV 1
ST
A
I
R

B
ELEV 2
ELEV LOBBY
ELEV LOBBY
STAIR D
ELEV LOBBY
ELEC
B
ELEC
D
S1
S1
S1
S1
S1
S1
MECH
A4S1
S1
MECH
B4
SHAFT
DNUP
3/4" / 12"
ELEC
A
ELEC C
A13.03
1
179' - 10 1/2"
312' - 6 1/4"
40
6
'

-

8

3
/
8
"
333' - 10"
21
0
'

-

6
"
253' - 7 1/2"
84
'

-

3
"
86' - 3"
148' - 7"
1
A06.01
2
A06.01
3
A06.01
A05.01
1
A05.01 2
A05.01
3
A05.014
66' - 0"
BR
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B
O
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3/4" / 12"
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DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12
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A02.03
Author Checker
2234301
OVERALL
LEVEL 3
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
M
P

N
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2
0
6
3/64" = 1'-0"1 OVERALL LEVEL 3
15' 30'60'0'
N
EW
S
DATE DESCRIPTION REV
A2
B2
A2
A2
A2
B2
B1B5
A1
A4
A4
B3
B1A1
B3
B3
S2
S2B5
B5
B5
S2
A4
B1
A4A4
A1
A1
A4
A4
A4
A1
A5
A5
CL4
B6
B5
B3
B3
CL4
A1
A1A1
A4
S2
A4
A4
A1A1 A1S2
B5B5B5B5A4
B5
A4
B5
B5
A4
SHAFT
STAIR
OPEN AIR
OPEN AIR
TRASH
99
19
19
25
106 PARKS
25
STAIR E
ST
A
I
R

C
ELEV 3
STAIR A
ELEV 1
ST
A
I
R

B
ELEV 2
ELEV LOBBY
ELEV LOBBY
STAIR D
ELEV LOBBY TELECOM D
S1
S1
S1
S1
S1
S1
MECH
ELEC C
B4
A4S1
S1
MECH
SHAFT
TELE
COM A
TELE
COM B
DNUP
3/4" / 12"
A13.04
1
179' - 10 1/2"
312' - 6 1/4"
40
6
'

-

8

3
/
8
"
333' - 10"
21
0
'

-

6
"
253' - 7 1/2"
84
'

-

3
"
86' - 3"
148' - 7"
1
A06.01
2
A06.01
3
A06.01
A05.01
1
A05.01 2
A05.01
3
A05.014
66' - 0"
BR
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3/4" / 12"
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DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12
/
1
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A02.04
Author Checker
2234301
OVERALL
LEVEL 4
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
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2
0
6
3/64" = 1'-0"1 OVERALL LEVEL 4
15' 30'60'0'
N
EW
S
DATE DESCRIPTION REV
A2
B2
A2
A2
A2
B2
B1B5
A1
A4
A4
B3
B1A1
B3
B3
S2
S2B5
B5
B5
S2
A4
B1
A4A4
A1
A1
A4
A4
A4
A1
A5
A5
CL4
B6
B5
B3
CL4
A1
A1A1
A4
S2
A4
A4
A1A1 A1S2
B5B5B5B5A4
B5
A4
B5
B5
A4
SHAFT
STAIR
OPEN AIR
OPEN AIR
DN
TRASH
99
19
19
25
106 PARKS
25
STAIR E
ST
A
I
R

C
ELEV 3
STAIR A
ELEV 1
ELEC
A
ST
A
I
R

B
ELEV 2
ELEV LOBBY
ELEV LOBBY
STAIR D
ELEV LOBBY
ELEC
B
MECH
ELEC
D
S1
S1
S1
S1
S1
S1 B4
A4S1
S1
MECH
SHAFT
ELEC C
AMENITY
1,034 SQ FT
A13.05
1
179' - 10 1/2"
312' - 6 1/4"
40
6
'

-

8

3
/
8
"
333' - 10"
21
0
'

-

6
"
254' - 1 1/2"
84
'

-

3
"
148' - 7"
86' - 3"
66' - 0"
1
A06.01
2
A06.01
3
A06.01
A05.01
1
A05.01 2
A05.01
3
A05.014
BR
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3/4" / 12"
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DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12
/
1
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A02.05
Author Checker
2234301
OVERALL
LEVEL 5
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
M
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6
3/64" = 1'-0"1 OVERALL LEVEL 5
15' 30'60'0'
N
EW
S
DATE DESCRIPTION REV
1
A06.01
2
A06.01
3
A06.01
A05.01
1
A05.01 2
A05.01
3
A05.014
1/8" / 12"
1/8" / 12"
1/8" / 12"
1/8
"

/

1
2
"
1/8
"

/

1
2
"
1/8
"

/

1
2
"
1/8" / 12"
1/8" / 12"
1/8
"

/

1
2
"
1/8
"

/

1
2
"
1/8
"

/

1
2
"
1/8" / 12"
1/8" / 12"
1/8" / 12"
1/8" / 12"
1/8" / 12"
1/8" / 12"
1/8" / 12"
1/8" / 12"
1/8" / 12"
1/8" / 12"
1/8" / 12"
1/8" / 12"
1/8" / 12"
1/8" / 12"
1/8" / 12"
REFER TO: 1 / A02.01A
REFER TO: 1 / A02.01B
RE
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2
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B
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DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12
/
1
9
/
2
0
2
2

3
:
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A02.06
Author Checker
2234301
OVERALL
ROOF LEVEL
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
M
P

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2
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6
DATE DESCRIPTION REV
3/64" = 1'-0"1 OVERALL TRUSS BEARING
48
"
30"
48"
30
"
48"
30
"
48"
30
"
1. ALL CABINETS ARE ON 3" MODULE.
2. KITCHEN BASE CABINETS SHALL BE 24" DEEP AND WALL CABINETS SHALL BE 12" DEEP, UNLESS OTHERWISE
NOTED.
3. MAXIMUM WIDTH OF CABINET DOORS NOT TO EXCEED 24". DOOR SWING AS INDICATED ON INTERIOR
ELEVATIONS.
4. BATHROOM VANITY CABINETS SHALL BE 21" DEEP, UNLESS OTHERWISE NOTED.
5. ALL SHELVES TO HAVE HARD SURFACE EDGES.
6. FIELD VERIFY ALL DIMENSIONS.
7. DWR = DRAWERS
H = HAMPER
MC= MEDICINE CABINET
8. PROVIDE BLIND CABINET IN CORNERS OF ALL CABINETS.
9. CABINET SUB TO CONSTRUCT AND INSTALL ALL DESK COUNTERTOPS SO THAT THEY DO NOT DEFLECT UNDER
LOADS OF 75 LBS.
10. ALL DESK COUNTERTOPS TO HAVE A SLIDE-OUT COMPUTER KEYBOARD TRAY MOUNTED TO BOTTOM OF
COUNTERTOP.
11. REFER TO FINISH PACKAGES FOR CABINET, HARDWARE, COUNTERTOP FINISHES AND APPLIANCES.
12. PROVIDE SCRIBE MOLDING AND/OR FINISHED ENDS AS REQUIRED.
13. SUPPLIER TO FIELD VERIFY AREA OF WORK AFTER ROUGH FRAMING TO ASSURE FIT. THE CABINETS SHALL
MATCH PLANS (NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES.)
14. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATIONS.
1. ALL FLOOR PLAN DIMENSIONS ARE TO FACE OF STUD FRAMING UNLESS NOTED OTHERWISE.
2. ALL REFLECTED CEILING PLAN DIMENSIONS ARE TO FACE OF STUD FRAMING UNLESS NOTED OTHERWISE.
3. ALL ANGLED WALLS ARE 45 DEGREES UNLESS NOTED OTHERWISE
4. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL LOCATIONS.
5. REFERENCE BUILDING PLAN WITH ELEVATIONS TO COORDINATE WINDOW LOCATION. PARTICULAR CONDITIONS
MAY EXIST. NOTIFY ARCHITECT IN WRITING WITH QUESTIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
6. DOOR LOCATIONS NOT DIMENSIONED SHALL BE LOCATED AT MIDPOINT OF ROOM OR 4" CLEAR FROM ADJACENT
WALL CORNER, TYPICAL.
7. ALL PLUMBING WALLS SHALL BE FRAMED WITH 2X6 STUDS, REFER TO PLANS FOR LOCATIONS.
8. CONTRACTOR TO PROVIDE STENCIL LABELING ON ALL FIRE RATED WALLS (TYP. ALL WALLS)
9. ALL GYP. BD TO BE 5/8" TYPE "X". PROVIDE WATER-RESISTANT GYPSUM BOARD AT ALL WET LOCATIONS
(KITCHEN/TOILET) BACKSPLASHES, TUB SURROUNDS AND LAUNDRY WET WALLS).
10. PROVIDE 2'-8" DEEP PLATFORM IN MECHANICAL CLOSET (3/4" PLYWOOD OVER 2X6 FRAMING @ 16" O.C.) WHERE
WATER HEATER OCCURS.
11. CONTRACTOR TO VERIFY AND COORDINATE PLUMBING ROUGH-IN DIMENSIONS WITH PLUMBER.
12. FOR TYPICAL BATHTUB INSTALLATION, SEE DETAIL .
13. FRAMING CONTRACTOR SHALL PROVIDE BLOCKING FOR ALL CABINETS, CEILING FANS, AND BATH ACCESSORIES.
INCLUDE BLOCKING FOR GRAB BARS AT ALL LOCATIONS.
14. SHADED AREAS INDICATE FURR DOWN BELOW THE 1 HR. RATED FLOOR/CEILING ASSEMBLY FOR MECHANICAL
EQUIPMENT. OTHER FURR DOWN AREAS ARE INDICATED.
15. VENT DRYERS TO OUTSIDE. SEE MECHANICAL DRAWINGS.
16. MECHANICAL DUCTWORK TO BE SEPARATED FROM ELECTRICAL PANELS.
17. CONTRACTOR TO COORDINATE RECESSED LIGHTING WITH MECHANICAL DUCT LOCATIONS.
18. ALL OUTLETS @ KITCHEN SINK & BATH LAVATORY COUNTER TO BE GFCI.
19. PROVIDE (1) 5 LB ABC FIRE EXTINGUISHER @ KITCHEN CABINET RANGE, TYP.
20. SMOKE DETECTORS SHALL NOT BE PLACED IN FRONT OF EXHAUST GRILLS.
21. SMOKE DETECTORS SHALL BE CONTINUOUSLY POWERED BY BUILDING ELECTRICAL SYSTEM AND INSTALLED IN
ACCORDANCE WITH NFPA 101, 7-6.29 AND NFPA 74 W/ BATTERY BACK UP.
22. QUICK RESPONSE SPRINKLER SYSTEM TO BE PROVIDED THROUGHOUT, EXACT DESIGN AND SPECIFICATIONS TO
BE NFPA 13 SUBMITTED BY CONTRACTOR TO ARCHITECT FOR SHOP DRAWING APPROVAL
23. INSPECT, REPAIR, AND PREPARE FLOORS AS REQUIRED TO PROVIDE A SATISFACTORY SUB-FLOOR FOR FLOOR
FINISH MATERIALS. SATISFACTORY SUB-FLOOR IS DEFINED AS A SURFACE THAT IS FREE FROM CRACKS, HOLES,
RIDGES, COATINGS, OR DEFECTS THAT WOULD PREVENT ADHESIVE BOND OR IMPAIR PERFORMANCE OR
APPEARANCE OF FINISHED MATERIALS.
24. SEE FINISH SCHEDULES FOR ACTUAL FLOOR FINISH MATERIALS. FLOOR DEMARCATION LINES ON PLANS ARE
FOR REFERENCE WHEN MATERIALS ARE TO DIFFER.
25. CONTRACTOR TO COORDINATE WITH CABINET MANUFACTURER FOR EXACT LOCATIONS OF KITCHEN EQUIPMENT
AND FIXTURES. CONTRACTOR TO REVIEW PLUMBING, ELECTRICAL, AND FINISH LOCATIONS WITH CABINET
DESIGN.
26. ALL SHELVING IN CLOSETS, LAUNDRY ROOMS, AND LINEN CLOSETS TO BE VENTILATED W/ OPEN WIRE SHELVING,
PROVIDED AND MOUNTED IN ACCORDANCE WITH SHELVING PROFILES ON A3-00.
27. ALL SHELVING IN PANTRY CLOSETS TO BE "CLOSET MESH" VENTILATED WIRE SHELVING SYSTEM, PROVIDED AND
MOUNTED IN ACCORDANCE WITH SHELVING PROFILES ON A3-00
28. PROVIDE 2" FAUX WOOD BLINDS AT ALL APARTMENT FRENCH DOORS AND WINDOWS.
29. MEZZANINE WINDOWS DO NOT RECEIVE MINI BLINDS.
1. INTERIOR ELEVATIONS ARE DRAWN TO FACE OF INTERIOR FINISH, U.N.O.
2.BATHROOM ACCESSORIES ARE TO BE MOUNTED AT THE FOLLOWING HEIGHTS.
A. PROVIDE TOILET PAPER HOLDER ON WALL ADJACENT TO WATER CLOSET, TYPICAL ( 2'-0" A.F.F. TO CENTER).
B. PROVIDE 18" TOWEL BAR, TYPICAL (4'-2" A.F.F. TO CENTER)
C. PROVIDE CERAMIC TOWEL BAR OPPOSITE WET WALL AT BATHTUB, TYPICAL (4'-0" A.F.F. +/-TO CENTER)
D. PROVIDE CERAMIC SOAP DISH, CENTERED ON BATHTUB SIDEWALL, TYPICAL (2'-2" A.F.F. TO CENTER)
E. SHOWER HEAD SHALL BE MOUNTED AT 6'-6" A.F.F.
F. SHOWER CURTAIN ROD TO BE AT 6'-8" A.F.F. TO CENTER.
G. TILE TUB SURROUND SHALL EXTEND 5'-0" ABOVE RIM OF BATHTUB (6'-4" A.F.F.).
3.WALL MOUNTED LIGHT FIXTURES SHALL BE LOCATED PER ARCHITECT.
4.REFER TO ENLARGED UNIT PLANS FOR MILLWORK ELEVATIONS.
UNIT PLAN NOTES
UNIT ELEVATION NOTES
CABINET NOTES
TOILET TUB / SHOWERBATH VANITY
3' - 6" MAX.
TOWEL BAR ABOVE
TOILET AT 60" A.F.F.
OTHERWISE AT 50"
T.P. AT 24" A.F.F.
7'

-

6
"

A
.
F
.
F
.

T
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C
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L
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S
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A
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1'
-

8
"
4'

-

0
"

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O

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H
E
L
F

/

N
I
C
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E
SOFFIT HEIGHT
8'

-

6
"
OF MIRROR
7'

-

0
"

T
O

T
O
P
44" H. MIRROR
4" BACKSPLASH,
TYP.
INSTALL SO THAT
TOP OF
COUNTER IS AT
34" MAX. A.F.F.,
TYP.
WOOD
BASE
BASE OF DESIGN OF NICHE IS
TILE REDI MODEL RN1620S-BI
EQ 1' - 4"EQ
6"
WHEN
PROVIDED
ABOVE
TOILET ON
UNIT PLANS
TUB
TP
SHOWER HEAD AND CONTROLS
TO BE CENTERED ON TUB
2'

-

6
"
4'
-

0
"

T
O

S
H
E
L
F
EQ EQ
EQ EQ
EQ EQ
TILE TO BE CENTERED ON
SHOWER HEAD AND CONTROLS
A.
F
.
F
.

T
O

C
E
N
T
E
R

L
I
N
E

O
F

C
U
R
T
A
I
N

R
O
D
MANUF.
VE
R
I
F
Y

W
I
T
H
OF TOWEL BAR
5'

-

0
"

A
.
F
.
F
.

T
O

C
E
N
T
E
R
L
I
N
E
SOAP SHELF
ON OPPOSITE
WALL FROM
SHOWER
HEAD
TYP. UNIT DOOR CENTERED
DOOR PLACEMENT
EQ EQ
VARIES0' - 4"
VARIES
SEE UNIT PLANS
TYP. UNIT DOOR OFFSET
0' - 6"
U1
2' - 0"
CORRIDOR
UNIT
TYP. UNIT ENTRY DOOR
CABINETRY @ RANGE KITCHEN ISLAND TYPICAL
2'

-

3
"
1'

-

3
"
4'

-

6
"
RECEPTACLE
IN CABINET
MICROWAVE
RANGE
3'

-

6
"
1'

-

6
"
3'
-

0
"
FULL TILE
BACKSPLASH 3'
-

0
"
0' - 10"0' - 1"
3'
-

0
"
KITCHEN CABINETRY PROFILES @ TYPICAL UNITS
FULL TILE
BACKSPLASH
CABINET
LIGHT, ADD
ALTERNATE
1'

-

6
"
TO

B
O
T
T
O
M

O
F

PE
N
D
A
N
T

L
I
G
H
T

FI
X
T
U
R
E
CABINETRY TAG LEGEND
VS48_4
FIRST POSITION
•B = BASE CABINET
•DB = DRAWER BANK
•FP = FILLER PANEL
•L = LINEN CLOSET
•P = PANTRY
•SB = SINK BASE CABINET
•VS = VANITY SINGLE SINK
•VD = VANITY DOUBLE SINK
•W = WALL CABINET
THIRD POSITION IF
APPLICABLE
•_ = WIDTH OF DRAWERS
•- = DEPTH
SECOND POSITION
•WIDTH
•WIDTH & HEIGHT
W3624-24
NOTE: DIMENSIONS SHOWN ARE IN INCHES TYPICAL
3'
-

0
"
1'

-

1
0
"
2'

-

1
0
"
FULL TILE
BACKSPLASH
CABINET
LIGHT, ADD
ALTERNATE
KITCHEN ISLAND
3'

-

2
"
0' - 10"0' - 1"
2'

-

1
0
"
TO

B
O
T
T
O
M

O
F

PE
N
D
A
N
T

L
I
G
H
T

FI
X
T
U
R
E
1'

-

6
"
3'
-

4
"
2'

-

1
0
"
RECEPTACLE
IN CABINET
HOOD
RANGE
FULL TILE
BACKSPLASH
2'

-

1
0
"
CABINETRY @ RANGE
KITCHEN CABINETRY PROFILES @ TYPE A UNITS
8'

-

0
"
7'
-

8
"
7'
-

8
"
TYP. TOP LOAD WASHER AND FRONT LOAD DRYER
CLEAR FLOOR SPACE REQUIREMENTS @ WASHER AND DRYER
TYP. FRONT LOAD WASHER AND DRYER
EQ EQ
VA
R
I
E
S
EQ EQ
TYP. STACK LAUNDRY
VA
R
I
E
S
VA
R
I
E
S
/ -5 SHELVES CLOSET -1R/1S CLOSET -2R/2S
1'

-

1
"
1'

-

1
"
1'
-

1
"
1'

-

1
"
1'

-

8
"
3'

-

0
"
SHELF
6'
-

0
"
LAUNDRY -1 SHELF
5'

-

0
"
SHELF
SHELVING PROFILES @ TYPICAL UNITS
6'
-

0
"
B C D E A
1' - 4"
1' - 0".
CLOSET -1R/1S
@ H.C. UNITS
4'
-

0
"
D
@ TYPE A UNITS
BATH VANITY @ TYPE A UNITS
OF MIRROR
40" MAX TO BOTTOM
BATHROOM PROFILES
REFLECTING SURFACE
3'

-

4
"

T
O

B
O
T
T
O
M

O
F
TUB / SHOWER -TYPE B UNIT GRAB BAR LOCATIONS
CONTROL WALLBACK WALL
9"-12"
24
"

-

2
7
"

3
6
"

M
I
N
.
GRAB BAR
BLOCKING
18
"

M
I
N
.
69
"

M
I
N
.
9"-12"
TUB / SHOWER -TYPE B UNIT GRAB BAR LOCATIONS
HEAD WALL
8" - 10" ABOVE TUB RIM
.
12" MAX.24" MAX.
GRAB BAR
BLOCKING
GRAB BARS TO BE
INSTALLED IN ALL
SHOWERS AND
TUB/SHOWER
COMBINATIONS,
PER 2018 NFPA
101 (LIFE SAFETY),
SECTION 24.2.8
INSTALL VERTICAL GRAB BAR ON EITHER CONTROL WALL OR HEAD WALL. GRAB BAR IS NOT REQUIRED ON BOTH
WALLS. INSTALL ON SIDE THAT IS LEAST OBSTRUCTIVE FOR ENTRY AND EGRESS.
WHEN
PROVIDED
ABOVE
TOILET ON
UNIT PLANS
SHOWER
TP
SHOWER HEAD AND CONTROLS
TO BE CENTERED ON SHOWER
PAN
2'

-

6
"
4'
-

0
"

T
O

S
H
E
L
F
EQ EQ
EQ EQ
EQ EQ
TILE TO BE CENTERED ON
SHOWER HEAD AND CONTROLS
OF SHOWER ARM
6'

-

8
"

A
.
F
.
F
.

T
O

C
E
N
T
E
R

L
I
N
E

OF TOWEL BAR
5'

-

0
"

A
.
F
.
F
.

T
O

C
E
N
T
E
R
L
I
N
E
CORNER SOAP
SHELF ON
OPPOSITE
WALL FROM
SHOWER HEAD
HEAD WALL
9"-12"
36
"

-

3
9
"

2
4
"

M
I
N
.
GRAB BAR
BLOCKING
30
"

M
I
N
.
69
"

M
I
N
.
9"-12"
SHOWER -TYPE B UNIT GRAB BAR LOCATIONS
INSTALL VERTICAL GRAB BAR ON EITHER CONTROL WALL
OR HEAD WALL. GRAB BAR IS NOT REQUIRED ON BOTH
WALLS. INSTALL ON SIDE THAT IS LEAST OBSTRUCTIVE
FOR ENTRY AND EGRESS.
CONTROL WALL
SHOWER
BATHROOM PROFILES
7'
-

0
"

T
O

T
O
P

O
F

G
L
A
S
S
REFER TO UNIT PLANS
CEILING HEIGHT
VA
R
I
E
S
3'

-

3
"
6'

-

8
"

A
.
F
.
F
.

T
O

C
E
N
T
E
R

L
I
N
E

O
F

S
H
O
W
E
R

A
R
M
4'
-

0
"

T
O

S
H
E
L
F

CORNER SOAP
SHELF ON OPPOSITE
WALL FROM
SHOWER HEAD
1' - 6"
1' - 6"
2' - 10"
0' - 8"
3' - 0"
OPEN SHELVING
0' - 3 1/2"
0' - 2"2X BLOCKING WITH PAINTED BASE
CEILING HEIGHT
COAT HOOKS,
AT BACK WALL (4 TOTAL)
OPEN SHELVING
OPEN SHELVING
8' - 0"
EQ.
EQ.
3/4" LAMINATED PLYWOOD;
PAINTED WHITE
3/4" LAMINATED PLYWOOD;
PAINTED WHITE
1' - 6"
3' - 6"
3' - 0"
SEE UNIT PLANS
WIDTH VARIES
COAT HOOKS
18" BENCH
DEPTH
CEILING HEIGHT
0' - 3 1/2"
UNITS:S1, A6, B3
BEAD BOARD PANELING PAINTED
TO MATCH ADJACENT SHELVING
2' - 8 3/4"
2' - 10"
3' - 0"
2X BLOCKING WITH PAINTED BASE
CEILING HEIGHT OPEN SHELVING
OPEN SHELVING
8' - 6 3/4"
EQ.
EQ.
3/4" LAMINATED PLYWOOD;
PAINTED WHITE
3/4" LAMINATED PLYWOOD;
PAINTED WHITE
0' - 1"2' - 6"
2'
-

6
"
UNITS:S1, A4, A5, B1, B2
DISTANCE TO EDGE OF
SURROUNDING WALLS
MUD ROOM AREA BUILD-OUT DIMENSIONSDESK AREA BUILD-OUT DIMENSIONS
2' - 8 3/4"
2' - 10"
3' - 0"
SEE UNIT PLANS
WIDTH VARIES
30" DESK DEPTHCEILING HEIGHT
EQ
EQ
8' - 6 3/4"
BEAD BOARD PANELING PAINTED
TO MATCH ADJACENT SHELVING
2'
-

6
"
EQ EQ EQ EQ
EQ
EQ
EQ EQ EQ EQ
C

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H
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S

R
E
S
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R
V
E
D
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12/19/2022 3:58:30 PM
C:\Users\elyttle\Documents\Revit\Camp North End_BLDG 4000_2022_elyttle3CQMP.rvt
A04.00
Author Checker
2234301
UNIT NOTES
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
M
P

N
O
R
T
H

E
N
D
BU
I
L
D
I
N
G

2
7
/
2
8
CH
A
R
L
O
T
T
E
,

N
C

2
8
2
0
6
DATE DESCRIPTION REV
x10' -4"9' -3"
LIVING ROOM
x7' -0"13' -6"
KITCHEN
x9' -11"8' -11"
BEDROOM
x9' -11"5' -4"
BATHROOM
x4' -1"2' -9"
DESK
x5' -6"2' -4"
CLOSET
506.06 SF
UNIT S1
10
'

-

5

1
/
4
"
3'

-

7

3
/
4
"
3'
-

1
0
"
4'

-

1
"
6'

-

0
"
18' - 0"
3' - 0"7' - 7"7' - 5"
9'

-

9

1
/
4
"
9'

-

4
"
2'

-

9
"
6'

-

1

3
/
4
"
28
'

-

0
"
18' - 0"
28
'

-

0
"
MECH
W/D
BE
N
C
H
REF.
30"X60"
TUB
DW
WB1
070
WO1
021
WB1
041
1' - 3 1/2"
WALL OPENING AT 6'-6" TO 8'-6"
8' - 0"1' - 3 1/2"
WO
020
WO
020
WO
020
WO
020
WO
040
FO
040
WO
020
CEILING FAN W/ LIGHT KIT SWITCH FAN
SEPARATE FROM LIGHT
PENDANT LIGHT FIXTURES
TRACK LIGHT
VANITY LIGHT
TOILET EXHAUST FAN, SIDEWALL MOUNTED
IN 2X6 WALLS, MOUNT AT 7'-0" A.F.F.
WALL MOUNTED LIGHT ( AT LAUNDRY AND
SMALL CLOSETS)
RECESSED CAN LIGHT IN FURR DOWN
EXTERIOR WALL MOUNT BALCONY LIGHT
SURFACE MOUNT FIXTURE
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
17C 42" x 42"
17D 60" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH FROM
WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR AND
WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A3-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A3-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
RCP LEGEND
55 ADA COMBINATION WASHER/DRYER
SOFFIT (8'-0" A.F.F)
UNIT NAMING LEGEND
A1
BASE UNIT
A1A
UNIT
INTERIOR
VARIATION
A1.1
UNIT
EXTERIOR
VARIATION
A1-HC
MOBILITY
ACCESSIBLE
VARIATION C

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DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12/19/2022 3:58:33 PM
C:\Users\elyttle\Documents\Revit\Camp North End_BLDG 4000_2022_elyttle3CQMP.rvt
A04.01
Author Checker
2234301
UNIT S1 PLANS
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
M
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2
8
2
0
6
DATE DESCRIPTION REV
3/8" = 1'-0"2 UNIT S1 PLANS
BEDROOMS TOTAL # OF UNITS UNIT AREA
1 506 SF42
BUILDING 27/28 -UNIT SUMMARY
x7' -0"15' -6"
KITCHEN x11' -11"10' -6"
LIVING ROOM
x11' -6"10' -2"
BEDROOM
x11' -4"5' -9"
BATHROOM
x
5'

-
3"
3'

-
0"
DE
S
K
x7' -8"3' -5"
CLOSET
642.29 SF
UNIT S2
1'
-

2
"
5'
-

4

3
/
4
"
3'
-

1
0
"
10
'

-

7
"
11
'

-

0

1
/
4
"
20' - 0"
8' - 1 1/2"8' - 6 1/2"3' - 4"
20' - 0"
32
'

-

0
"
32
'

-

0
"
MECH W/D
BE
N
C
H
REF.
36"X60"
TUB
DW
WB1
031
WB1
070
6'

-

3
"
3'

-

1
0

5
/
8
"
5'

-

9

3
/
8
"
3'

-

6
"
12
'

-

7
"
WO
020
WO
020
WO
040
WO
020
WO
020
WB1
051
WB1
080
WO
020
WO
040
FO
040
2' - 1"
WALL OPENING AT 6'-6" TO 8'-6"
8' - 0"2' - 1"
CEILING FAN W/ LIGHT KIT SWITCH FAN
SEPARATE FROM LIGHT
PENDANT LIGHT FIXTURES
TRACK LIGHT
VANITY LIGHT
TOILET EXHAUST FAN, SIDEWALL MOUNTED
IN 2X6 WALLS, MOUNT AT 7'-0" A.F.F.
WALL MOUNTED LIGHT ( AT LAUNDRY AND
SMALL CLOSETS)
RECESSED CAN LIGHT IN FURR DOWN
EXTERIOR WALL MOUNT BALCONY LIGHT
SURFACE MOUNT FIXTURE
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
17C 42" x 42"
17D 60" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH FROM
WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR AND
WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A3-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A3-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
RCP LEGEND
55 ADA COMBINATION WASHER/DRYER
SOFFIT (8'-0" A.F.F)
UNIT NAMING LEGEND
A1
BASE UNIT
A1A
UNIT
INTERIOR
VARIATION
A1.1
UNIT
EXTERIOR
VARIATION
A1-HC
MOBILITY
ACCESSIBLE
VARIATION C

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R
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DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12/19/2022 3:58:35 PM
C:\Users\elyttle\Documents\Revit\Camp North End_BLDG 4000_2022_elyttle3CQMP.rvt
A04.02
Author Checker
2234301
UNIT S2 PLANS
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
M
P

N
O
R
T
H

E
N
D
BU
I
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2
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C

2
8
2
0
6
DATE DESCRIPTION REV
3/8" = 1'-0"2 UNIT S2 PLANS
BEDROOMS TOTAL # OF UNITS UNIT AREA
1 642 SF22
BUILDING 27/28 -UNIT SUMMARY
x9' -2"13' -8"
KITCHEN
x9' -8"9' -1"
BATHROOM
x11' -0"10' -11"
BEDROOM
x11' -11"14' -6"
LIVING ROOM
x6' -0"7' -2"
CLOSET
x12' -8"5' -6"
BALCONY
DWR
698.75 SF
UNIT A1
67.99 SF
11' - 8"12' - 4"
13
'

-

6
"
15
'

-

6
"
6' - 10"3' - 8"5' - 7"3' - 7 3/4"4' - 3 1/4"
24' - 0"
11
'

-

6
"
9'

-

6
"
8'

-

0
"
29
'

-

0
"
24' - 0"
29
'

-

0
"
6"
LIN
MECH
W/D
REF.
36"X60"
SHOWER
DW
P.
WO
020
WO1
020
WB1
070
WO
020
WO1
020
WO1
040
WB1
080
WO
020
WO
040
WB1
070
WB1
070
CEILING FAN W/ LIGHT KIT SWITCH FAN
SEPARATE FROM LIGHT
PENDANT LIGHT FIXTURES
TRACK LIGHT
VANITY LIGHT
TOILET EXHAUST FAN, SIDEWALL MOUNTED
IN 2X6 WALLS, MOUNT AT 7'-0" A.F.F.
WALL MOUNTED LIGHT ( AT LAUNDRY AND
SMALL CLOSETS)
RECESSED CAN LIGHT IN FURR DOWN
EXTERIOR WALL MOUNT BALCONY LIGHT
SURFACE MOUNT FIXTURE
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
17C 42" x 42"
17D 60" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH FROM
WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR AND
WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A3-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A3-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
RCP LEGEND
55 ADA COMBINATION WASHER/DRYER
SOFFIT (8'-0" A.F.F)
UNIT NAMING LEGEND
A1
BASE UNIT
A1A
UNIT
INTERIOR
VARIATION
A1.1
UNIT
EXTERIOR
VARIATION
A1-HC
MOBILITY
ACCESSIBLE
VARIATION C

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DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12/19/2022 3:58:38 PM
C:\Users\elyttle\Documents\Revit\Camp North End_BLDG 4000_2022_elyttle3CQMP.rvt
A04.03
Author Checker
2234301
UNIT A1 PLANS
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
M
P

N
O
R
T
H

E
N
D
BU
I
L
D
I
N
G

2
7
/
2
8
CH
A
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N
C

2
8
2
0
6
DATE DESCRIPTION REV
3/8" = 1'-0"2 UNIT A1 PLANS
BEDROOMS TOTAL # OF UNITS UNIT AREA
1 699 SF48
BUILDING 27/28 -UNIT SUMMARY
x11' -7"9' -11"
LIVING ROOM
x14' -8"11' -3"
BEDROOM
x9' -10"8' -7"
BATHROOM x8' -7"12' -9"
KITCHEN
x6' -5"7' -5"
CLOSET
x
4' -11"
2' -7"
DES
K
x14' -6"4' -6"
BALCONY
704.49 SF
UNIT A2
74.36 SF
10' - 8"3' - 10"4' - 1"5' - 5 1/2"3' - 7 3/4"4' - 3 3/4"
13
'

-

0
"
10
'

-

6
"
4'
-

5
"
5'

-

8

1
/
2
"
3'
-

5
"
2'

-

9

3
/
4
"
11
'

-

1
1

1
/
4
"
5' - 6"
15' - 6 1/2"
6' - 8 1/8"
22' - 2 5/8"
23
'

-

6
"
32' - 0"
LIN
MECHW/D
REF.
36"X60"
SHOWER
DW
P.
WO
040
WB1
051
WO
020
WO
020
WO
020
WO
020
WO1
020
WB1
070
WO
020
WO
020
WO
020
WB1
070
WB1
070
FO
130
WO
020
CEILING FAN W/ LIGHT KIT SWITCH FAN
SEPARATE FROM LIGHT
PENDANT LIGHT FIXTURES
TRACK LIGHT
VANITY LIGHT
TOILET EXHAUST FAN, SIDEWALL MOUNTED
IN 2X6 WALLS, MOUNT AT 7'-0" A.F.F.
WALL MOUNTED LIGHT ( AT LAUNDRY AND
SMALL CLOSETS)
RECESSED CAN LIGHT IN FURR DOWN
EXTERIOR WALL MOUNT BALCONY LIGHT
SURFACE MOUNT FIXTURE
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
17C 42" x 42"
17D 60" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH FROM
WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR AND
WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A3-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A3-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
RCP LEGEND
55 ADA COMBINATION WASHER/DRYER
SOFFIT (8'-0" A.F.F)
UNIT NAMING LEGEND
A1
BASE UNIT
A1A
UNIT
INTERIOR
VARIATION
A1.1
UNIT
EXTERIOR
VARIATION
A1-HC
MOBILITY
ACCESSIBLE
VARIATION C

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DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12/19/2022 3:58:40 PM
C:\Users\elyttle\Documents\Revit\Camp North End_BLDG 4000_2022_elyttle3CQMP.rvt
A04.04
Author Checker
2234301
UNIT A2 PLANS
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
M
P

N
O
R
T
H

E
N
D
BU
I
L
D
I
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G

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7
/
2
8
CH
A
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O
T
T
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,

N
C

2
8
2
0
6
DATE DESCRIPTION REV
3/8" = 1'-0"2 UNIT A2 PLANS
BEDROOMS TOTAL # OF UNITS UNIT AREA
1 704 SF16
BUILDING 27/28 -UNIT SUMMARY
x9' -2"13' -3"
KITCHEN
x12' -0"17' -10"
LIVING ROOM
x11' -3"11' -9"
BEDROOM
x5' -8"11' -11"
BATHROOM
x6' -1"4' -5"
CLOSET
x11' -6"7' -0"
BEDROOM
DWR
744.90 SF
UNIT A3
78.11 SF
3'

-

7
"
9'

-

1
"
12
'

-

4
"
7'

-

0
"
6' - 6 1/2"4' - 1"3' - 10"5' - 7"3' - 7 3/4"2' - 11 3/4"
26' - 8"
32
'

-

0
"
11' - 6"12' - 7"2' - 7"
26' - 8"
13
'

-

5
"
18
'

-

7
"
32
'

-

0
"
LIN
MECH W/D
REF.
36"X60"
TUB
DW
P.
WO1
020
WO
020
WO
020
WO
020
WB1
080
WO
020
WO1
020
WB1
070
WO1
020
WO
020
CEILING FAN W/ LIGHT KIT SWITCH FAN
SEPARATE FROM LIGHT
PENDANT LIGHT FIXTURES
TRACK LIGHT
VANITY LIGHT
TOILET EXHAUST FAN, SIDEWALL MOUNTED
IN 2X6 WALLS, MOUNT AT 7'-0" A.F.F.
WALL MOUNTED LIGHT ( AT LAUNDRY AND
SMALL CLOSETS)
RECESSED CAN LIGHT IN FURR DOWN
EXTERIOR WALL MOUNT BALCONY LIGHT
SURFACE MOUNT FIXTURE
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
17C 42" x 42"
17D 60" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH FROM
WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR AND
WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A3-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A3-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
RCP LEGEND
55 ADA COMBINATION WASHER/DRYER
SOFFIT (8'-0" A.F.F)
UNIT NAMING LEGEND
A1
BASE UNIT
A1A
UNIT
INTERIOR
VARIATION
A1.1
UNIT
EXTERIOR
VARIATION
A1-HC
MOBILITY
ACCESSIBLE
VARIATION C

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S
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R
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D
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12/19/2022 3:58:42 PM
C:\Users\elyttle\Documents\Revit\Camp North End_BLDG 4000_2022_elyttle3CQMP.rvt
A04.05
Author Checker
2234301
UNIT A3 PLANS
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
M
P

N
O
R
T
H

E
N
D
BU
I
L
D
I
N
G

2
7
/
2
8
CH
A
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L
O
T
T
E
,

N
C

2
8
2
0
6
DATE DESCRIPTION REV
3/8" = 1'-0"2 UNIT A3 PLANS
BEDROOMS TOTAL # OF UNITS UNIT AREA
1 745 SF1
BUILDING 27/28 -UNIT SUMMARY
x9' -4"15' -5"
KITCHEN
x11' -7"15' -9"
LIVING ROOM
x11' -3"10' -9"
BEDROOM
x6' -1"9' -6"
BATHROOM
x11' -6"5' -0"
BALCONY
DWR
713.82 SF
UNIT A4
55.62 SF
MECH
W/D
REF.
30"X60"
TUB
PA
N
T
R
Y
CL
O
S
E
T
CL
O
S
E
T
DW
P.
5'

-

0
"
11
'

-

4
"
5'
-

6
"
7'
-

2
"
3'

-

0
"
24' - 0"
1' - 6 3/4"5' - 4 3/4"3' - 8"5' - 6"3' - 7 3/4"4' - 2 3/4"
24' - 0"
12
'

-

8
"
3'

-

0
"
16
'

-

4
"
32
'

-

0
"
11' - 6"12' - 6"
32
'

-

0
"
WO1
020
WB2
071
WO
020
WO
020WO
020
WB1
080
WO
040
WO1
020
WO1
020
FO
040
WB1
070
CEILING FAN W/ LIGHT KIT SWITCH FAN
SEPARATE FROM LIGHT
PENDANT LIGHT FIXTURES
TRACK LIGHT
VANITY LIGHT
TOILET EXHAUST FAN, SIDEWALL MOUNTED
IN 2X6 WALLS, MOUNT AT 7'-0" A.F.F.
WALL MOUNTED LIGHT ( AT LAUNDRY AND
SMALL CLOSETS)
RECESSED CAN LIGHT IN FURR DOWN
EXTERIOR WALL MOUNT BALCONY LIGHT
SURFACE MOUNT FIXTURE
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
17C 42" x 42"
17D 60" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH FROM
WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR AND
WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A3-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A3-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
RCP LEGEND
55 ADA COMBINATION WASHER/DRYER
SOFFIT (8'-0" A.F.F)
UNIT NAMING LEGEND
A1
BASE UNIT
A1A
UNIT
INTERIOR
VARIATION
A1.1
UNIT
EXTERIOR
VARIATION
A1-HC
MOBILITY
ACCESSIBLE
VARIATION C

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DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12/19/2022 3:58:45 PM
C:\Users\elyttle\Documents\Revit\Camp North End_BLDG 4000_2022_elyttle3CQMP.rvt
A04.06
Author Checker
2234301
UNIT A4 PLANS
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
M
P

N
O
R
T
H

E
N
D
BU
I
L
D
I
N
G

2
7
/
2
8
CH
A
R
L
O
T
T
E
,

N
C

2
8
2
0
6
DATE DESCRIPTION REV
3/8" = 1'-0"2 UNIT A4 PLANS
BEDROOMS TOTAL # OF UNITS UNIT AREA
1 714 SF70
BUILDING 27/28 -UNIT SUMMARY
x13' -7"14' -2"
LIVING ROOM x11' -2"12' -8"
BEDROOM
x5' -5"11' -4"
BATHROOM
x6' -1"16' -5"
KITCHEN
DWR
679.57 SF
UNIT A5
MECH
W/D
REF.36"X60"
TUB
CLOSET
CLOSET
DW
LIN
P.
15
'

-

3
"
16
'

-

9
"
14' - 0"11' - 10 1/4"
10' - 2 1/4"5' - 11 1/2"9' - 10 1/4"
12
'

-

2
"
3'

-

7
"
3'
-

0
"
13
'

-

3
"
15
'

-

9
"
16
'

-

3
"
32
'

-

0
"
25' - 10 1/4"
32
'

-

0
"
2' - 1"7' - 9 1/4"
WB1
080
WO
020
WO1
040
WB1
070
WB1
070
WB1
041
WB1
080
WB1
080
CEILING FAN W/ LIGHT KIT SWITCH FAN
SEPARATE FROM LIGHT
PENDANT LIGHT FIXTURES
TRACK LIGHT
VANITY LIGHT
TOILET EXHAUST FAN, SIDEWALL MOUNTED
IN 2X6 WALLS, MOUNT AT 7'-0" A.F.F.
WALL MOUNTED LIGHT ( AT LAUNDRY AND
SMALL CLOSETS)
RECESSED CAN LIGHT IN FURR DOWN
EXTERIOR WALL MOUNT BALCONY LIGHT
SURFACE MOUNT FIXTURE
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
17C 42" x 42"
17D 60" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH FROM
WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR AND
WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A3-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A3-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
RCP LEGEND
55 ADA COMBINATION WASHER/DRYER
SOFFIT (8'-0" A.F.F)
UNIT NAMING LEGEND
A1
BASE UNIT
A1A
UNIT
INTERIOR
VARIATION
A1.1
UNIT
EXTERIOR
VARIATION
A1-HC
MOBILITY
ACCESSIBLE
VARIATION C

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R
V
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DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12/19/2022 3:58:46 PM
C:\Users\elyttle\Documents\Revit\Camp North End_BLDG 4000_2022_elyttle3CQMP.rvt
A04.07
Author Checker
2234301
UNIT A5 PLANS
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
M
P

N
O
R
T
H

E
N
D
BU
I
L
D
I
N
G

2
7
/
2
8
CH
A
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N
C

2
8
2
0
6
DATE DESCRIPTION REV
3/8" = 1'-0"2 UNIT A5 PLANS
BEDROOMS TOTAL # OF UNITS UNIT AREA
1 680 SF6
BUILDING 27/28 -UNIT SUMMARY
x12' -0"13' -11"
LIVING ROOM
x11' -3"11' -10"
BEDROOM 2
x11' -3"11' -8"
BEDROOM 1
x8' -11"9' -1"
BATHROOM 1
x5' -9"9' -2"
BATHROOM 2
x9' -2"13' -3"
KITCHEN
x9' -3"5' -6"
CLOSET 1
x8' -4"5' -5"
CLOSET 2
x12' -9"5' -6"
BALCONY
1012.13 SF
UNIT B1
68.66 SF
MECH
W/D
REF.
30"X60"
TUB
36"X60"
SHOWER
BENCH
DW
P.
35' - 10 1/4"
6'

-

4
"
9'

-

6
"
12
'

-

2
"
1' - 2"5' - 4 3/4"6' - 0"5' - 7"3' - 7 3/4"4' - 6 1/2"9' - 8"
28
'

-

0
"
36' - 0"
12
'

-

2
"
5'

-

1
0
"
6'

-

1
0
"
3'
-

2
"
28
'

-

0
"
11' - 8"12' - 5"11' - 9 1/4"
WO
040
WO
020
WB1
020
WO1
020
WO
040WO
020
WO
040
WO
020
WO
020
WO1
020
FO
040
WB1
080
WB1
070
WB1
070
WB1
080
WO
040
CEILING FAN W/ LIGHT KIT SWITCH FAN
SEPARATE FROM LIGHT
PENDANT LIGHT FIXTURES
TRACK LIGHT
VANITY LIGHT
TOILET EXHAUST FAN, SIDEWALL MOUNTED
IN 2X6 WALLS, MOUNT AT 7'-0" A.F.F.
WALL MOUNTED LIGHT ( AT LAUNDRY AND
SMALL CLOSETS)
RECESSED CAN LIGHT IN FURR DOWN
EXTERIOR WALL MOUNT BALCONY LIGHT
SURFACE MOUNT FIXTURE
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
17C 42" x 42"
17D 60" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH FROM
WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR AND
WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A3-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A3-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
RCP LEGEND
55 ADA COMBINATION WASHER/DRYER
SOFFIT (8'-0" A.F.F)
UNIT NAMING LEGEND
A1
BASE UNIT
A1A
UNIT
INTERIOR
VARIATION
A1.1
UNIT
EXTERIOR
VARIATION
A1-HC
MOBILITY
ACCESSIBLE
VARIATION C

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DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12/19/2022 3:58:49 PM
C:\Users\elyttle\Documents\Revit\Camp North End_BLDG 4000_2022_elyttle3CQMP.rvt
A04.08
Author Checker
2234301
UNIT B1 PLANS
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
M
P

N
O
R
T
H

E
N
D
BU
I
L
D
I
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G

2
7
/
2
8
CH
A
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L
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,

N
C

2
8
2
0
6
DATE DESCRIPTION REV
3/8" = 1'-0"2 UNIT B1 PLANS
BEDROOMS TOTAL # OF UNITS UNIT AREA
2 1012 SF13
BUILDING 27/28 -UNIT SUMMARY
x10' -11"8' -10"
LIVING ROOM
x11' -7"12' -4"
BEDROOM 2
x
15' -0"
12' -3"
BEDROOM 1
x
8' -10"
8' -1"
CLOSET 1x9' -4"9' -0"
BATHROOM 2
x9' -5"13' -4"
KITCHEN
x11' -9"7' -1"
BATHROOM 1
x
5' -0"
2' -6"
DES
K
x9' -6"6' -0"
CLOSET 2
x16' -0"6' -0"
BALCONY
1096.23 SF
UNIT B2
100.27 SF
LIN
MECHW/D
REF.
36"X60"
TUB
36"X60"
SHOWER
DW
P.
10' - 2"8' - 5"6' - 5"4' - 0"3' - 10"9' - 0"3' - 2"
12
'

-

1
1
"
9'

-

5
"
6'

-

8
"
45' - 0"
4'

-

0

1
/
2
"
5'
-

4

3
/
4
"
2'
-

6
"
11
'

-

1
1

1
/
4
"
5' - 4"
15' - 7 1/4"
6' - 9"
22' - 4 1/4"
29
'

-

0
"
12' - 5 1/2"11' - 2"
23' - 7 1/2"
8' - 11 7/8"
WO1
020
WO
020
WO1
020
WO1
020
WO
020
WO
020
WO
020
WO
020
WO
040
WB1
051
FO
040
WB1
070
WB1
070
WB1
080
WB1
070
WO1
020
WO
020
WO
040
WO
020
CEILING FAN W/ LIGHT KIT SWITCH FAN
SEPARATE FROM LIGHT
PENDANT LIGHT FIXTURES
TRACK LIGHT
VANITY LIGHT
TOILET EXHAUST FAN, SIDEWALL MOUNTED
IN 2X6 WALLS, MOUNT AT 7'-0" A.F.F.
WALL MOUNTED LIGHT ( AT LAUNDRY AND
SMALL CLOSETS)
RECESSED CAN LIGHT IN FURR DOWN
EXTERIOR WALL MOUNT BALCONY LIGHT
SURFACE MOUNT FIXTURE
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
17C 42" x 42"
17D 60" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH FROM
WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR AND
WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A3-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A3-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
RCP LEGEND
55 ADA COMBINATION WASHER/DRYER
SOFFIT (8'-0" A.F.F)
UNIT NAMING LEGEND
A1
BASE UNIT
A1A
UNIT
INTERIOR
VARIATION
A1.1
UNIT
EXTERIOR
VARIATION
A1-HC
MOBILITY
ACCESSIBLE
VARIATION C

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I
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T
S

R
E
S
E
R
V
E
D
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12/19/2022 3:58:52 PM
C:\Users\elyttle\Documents\Revit\Camp North End_BLDG 4000_2022_elyttle3CQMP.rvt
A04.09
Author Checker
2234301
UNIT B2 PLANS
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
M
P

N
O
R
T
H

E
N
D
BU
I
L
D
I
N
G

2
7
/
2
8
CH
A
R
L
O
T
T
E
,

N
C

2
8
2
0
6
DATE DESCRIPTION REV
3/8" = 1'-0"2 UNIT B2 PLANS
BEDROOMS TOTAL # OF UNITS UNIT AREA
2 1196 SF10
BUILDING 27/28 -UNIT SUMMARY
x13' -1"12' -11"
LIVING ROOM
x10' -0"11' -9"
BEDROOM 2
x13' -4"10' -6"
BEDROOM 1
x11' -4"6' -8"
BATHROOM 1
x5' -8"9' -9"
BATHROOM 2
x9' -4"13' -0"
KITCHEN
x9' -4"3' -0"
CLOSET 1
x3' -4"4' -9"
DESK
DWR
1015.35 SF
UNIT B3
MECH W/D
REF.
30"X60"
TUB
36"X60"
SHOWER
BE
N
C
H
DW
36' - 0"
10' - 4"11' - 9"13' - 11"
12
'

-

4
"
7'
-

5
"
2'
-

9
"
5'

-

6
"
11
'

-

2
"
3'

-

4
"
13
'

-

6
"
28
'

-

0
"
10' - 8"2' - 4"23' - 0"
36' - 0"
28
'

-

0
"
WO1
020
WB1
070
WO
020
WO
020
WO
020WB1
080
WO
020 WB1
080
WO1
040
WO
020
WB1
070
WO1
020
WO
020
CEILING FAN W/ LIGHT KIT SWITCH FAN
SEPARATE FROM LIGHT
PENDANT LIGHT FIXTURES
TRACK LIGHT
VANITY LIGHT
TOILET EXHAUST FAN, SIDEWALL MOUNTED
IN 2X6 WALLS, MOUNT AT 7'-0" A.F.F.
WALL MOUNTED LIGHT ( AT LAUNDRY AND
SMALL CLOSETS)
RECESSED CAN LIGHT IN FURR DOWN
EXTERIOR WALL MOUNT BALCONY LIGHT
SURFACE MOUNT FIXTURE
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
17C 42" x 42"
17D 60" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH FROM
WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR AND
WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A3-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A3-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
RCP LEGEND
55 ADA COMBINATION WASHER/DRYER
SOFFIT (8'-0" A.F.F)
UNIT NAMING LEGEND
A1
BASE UNIT
A1A
UNIT
INTERIOR
VARIATION
A1.1
UNIT
EXTERIOR
VARIATION
A1-HC
MOBILITY
ACCESSIBLE
VARIATION C

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S
E
R
V
E
D
DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12/19/2022 3:58:54 PM
C:\Users\elyttle\Documents\Revit\Camp North End_BLDG 4000_2022_elyttle3CQMP.rvt
A04.10
Author Checker
2234301
UNIT B3 PLANS
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
M
P

N
O
R
T
H

E
N
D
BU
I
L
D
I
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G

2
7
/
2
8
CH
A
R
L
O
T
T
E
,

N
C

2
8
2
0
6
DATE DESCRIPTION REV
3/8" = 1'-0"2 UNIT B3 PLANS
BEDROOMS TOTAL # OF UNITS UNIT AREA
2 1015 SF20
BUILDING 27/28 -UNIT SUMMARY
x12' -1"13' -0"
LIVING ROOMx11' -3"11' -0"
BEDROOM 2
x11' -2"11' -7"
BEDROOM 1
x8' -10"11' -7"
BATHROOM 1
x5' -8"12' -0"
BATHROOM 2
x9' -0"14' -0"
KITCHEN
x9' -0"7' -0"
CLOSET 1
x5' -0"2' -6"
DESK
x5' -0"4' -5"
CLOSET 2
DWR
1072.71 SF
UNIT B4
MECHW/D
REF.
36"X60"
TUB
36"X60"
SHOWER
BE
N
C
H
PA
N
T
R
Y
P.
LIN
LIN
SHAFT
11' - 5"8' - 7"3' - 7 1/4"3' - 0 1/4"9' - 4 1/2"
36' - 0"
7'

-

1
0
"
12
'

-

0
"
12
'

-

2
"
32
'

-

0
"
11' - 8"12' - 6"11' - 10"
36' - 0"
8'

-

0

1
/
2
"
3'

-

4

1
/
2
"
9'
-

0
"
11
'

-

7
"
32
'

-

0
"
WO1
020
WO1
020
WB1
070
WB1
070
WO
020
WO
020
WB1
042
WB1
042
WB1
080
WO
020
WO
020
WO
020
WO
040
WB1
070
WB1
080
WO1
020
WO
020
WO
020
WO
020
WO
020
CEILING FAN W/ LIGHT KIT SWITCH FAN
SEPARATE FROM LIGHT
PENDANT LIGHT FIXTURES
TRACK LIGHT
VANITY LIGHT
TOILET EXHAUST FAN, SIDEWALL MOUNTED
IN 2X6 WALLS, MOUNT AT 7'-0" A.F.F.
WALL MOUNTED LIGHT ( AT LAUNDRY AND
SMALL CLOSETS)
RECESSED CAN LIGHT IN FURR DOWN
EXTERIOR WALL MOUNT BALCONY LIGHT
SURFACE MOUNT FIXTURE
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
17C 42" x 42"
17D 60" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH FROM
WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR AND
WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A3-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A3-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
RCP LEGEND
55 ADA COMBINATION WASHER/DRYER
SOFFIT (8'-0" A.F.F)
UNIT NAMING LEGEND
A1
BASE UNIT
A1A
UNIT
INTERIOR
VARIATION
A1.1
UNIT
EXTERIOR
VARIATION
A1-HC
MOBILITY
ACCESSIBLE
VARIATION C

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DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12/19/2022 3:58:57 PM
C:\Users\elyttle\Documents\Revit\Camp North End_BLDG 4000_2022_elyttle3CQMP.rvt
A04.11
Author Checker
2234301
UNIT B4 PLANS
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
M
P

N
O
R
T
H

E
N
D
BU
I
L
D
I
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G

2
7
/
2
8
CH
A
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L
O
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T
E
,

N
C

2
8
2
0
6
DATE DESCRIPTION REV
3/8" = 1'-0"2 UNIT B4 PLANS
BEDROOMS TOTAL # OF UNITS UNIT AREA
2 1072 SF3
BUILDING 27/28 -UNIT SUMMARY
DWR
x12' -2"13' -1"
LIVING ROOM
x11' -3"11' -10"
BEDROOM 2
x11' -1"11' -7"
BEDROOM 1
x8' -9"11' -7"
BATHROOM 1
x5' -4"12' -0"
BATHROOM 2
x9' -2"13' -10"
KITCHEN
x8' -11"7' -2"
CLOSET 1
x5' -0"2' -6"
DESK
x5' -6"4' -4"
CLOSET 2
x11' -6"7' -0"
BALCONY 1076.72 SF
UNIT B5
78.11 SF
LIN
LIN
MECHW/D
REF.
36"X60"
TUB
36"X60"
SHOWER
DW
P.
32
'

-

0
"
36' - 0"
1' - 1 3/4"5' - 4 3/4"4' - 1"3' - 10"5' - 7"3' - 7 1/4"3' - 0 1/4"9' - 4"
19
'

-

1
0
"
12
'

-

2
"
32
'

-

0
"
11' - 6"12' - 9"11' - 9"
36' - 0"
3'

-

7
"
9'

-

1
"
12
'

-

4
"
7'

-

0
"
WB1
070
WO1
020
WB1
070WO1
020
WO
020
WO
020
WB1
080
WB1
070
WO1
020
WO1
020
WO
040
WB1
080
WO
020
WO
020
WO
020
WO
020
WO
020
CEILING FAN W/ LIGHT KIT SWITCH FAN
SEPARATE FROM LIGHT
PENDANT LIGHT FIXTURES
TRACK LIGHT
VANITY LIGHT
TOILET EXHAUST FAN, SIDEWALL MOUNTED
IN 2X6 WALLS, MOUNT AT 7'-0" A.F.F.
WALL MOUNTED LIGHT ( AT LAUNDRY AND
SMALL CLOSETS)
RECESSED CAN LIGHT IN FURR DOWN
EXTERIOR WALL MOUNT BALCONY LIGHT
SURFACE MOUNT FIXTURE
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
17C 42" x 42"
17D 60" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH FROM
WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR AND
WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A3-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A3-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
RCP LEGEND
55 ADA COMBINATION WASHER/DRYER
SOFFIT (8'-0" A.F.F)
UNIT NAMING LEGEND
A1
BASE UNIT
A1A
UNIT
INTERIOR
VARIATION
A1.1
UNIT
EXTERIOR
VARIATION
A1-HC
MOBILITY
ACCESSIBLE
VARIATION C

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DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12/19/2022 3:58:59 PM
C:\Users\elyttle\Documents\Revit\Camp North End_BLDG 4000_2022_elyttle3CQMP.rvt
A04.12
Author Checker
2234301
UNIT B5 PLANS
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
M
P

N
O
R
T
H

E
N
D
BU
I
L
D
I
N
G

2
7
/
2
8
CH
A
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O
T
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,

N
C

2
8
2
0
6
DATE DESCRIPTION REV
3/8" = 1'-0"2 UNIT B5 PLANS
BEDROOMS TOTAL # OF UNITS UNIT AREA
2 1077 SF51
BUILDING 27/28 -UNIT SUMMARY
DWR
x16' -10"13' -8"
LIVING ROOM
x12' -0"11' -3"
BEDROOM 2
x13' -3"12' -0"
BEDROOM 1
x10' -8"9' -0"
BATHROOM 1
x5' -4"9' -9"
BATHROOM 2
x14' -2"9' -2"
KITCHEN
x5' -9"8' -4"
CLOSET 1
x3' -3"5' -0"
DESK
x10' -0"5' -4"
BALCONY
1143.16 SF
UNIT B6
50.99 SF
MECH
W/D
REF.
30"X60"
TUB
36"X60"
SHOWER
BE
N
C
H
CLOSET
LINEN
DW
P.
3' - 10"7' - 7 1/8"
7' - 2 1/4"
5' - 6 3/4"
5' - 5 1/2"
13' - 9 1/2"
32' - 0"
12' - 7"
13' - 9 1/256"
26' - 4 1/256"
12' - 3 1/2"10' - 5 1/2"16' - 8 3/8"
11
'

-

0
"
7'
-

4

1
/
2
"
2'

-

9
"
3'
-

9

1
/
2
"
4'
-

1
"
29
'

-

0
"
39' - 5 3/8"
11' - 5 1/8"
WO
020
WO1
040
WO1
040
WO1
020
WO
020
WO
020
WB1
080
WO1
020
WO
020
WO
020
WO
020
WB1
070
WB1
070
WO
020
CEILING FAN W/ LIGHT KIT SWITCH FAN
SEPARATE FROM LIGHT
PENDANT LIGHT FIXTURES
TRACK LIGHT
VANITY LIGHT
TOILET EXHAUST FAN, SIDEWALL MOUNTED
IN 2X6 WALLS, MOUNT AT 7'-0" A.F.F.
WALL MOUNTED LIGHT ( AT LAUNDRY AND
SMALL CLOSETS)
RECESSED CAN LIGHT IN FURR DOWN
EXTERIOR WALL MOUNT BALCONY LIGHT
SURFACE MOUNT FIXTURE
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
17C 42" x 42"
17D 60" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH FROM
WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR AND
WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A3-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A3-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
RCP LEGEND
55 ADA COMBINATION WASHER/DRYER
SOFFIT (8'-0" A.F.F)
UNIT NAMING LEGEND
A1
BASE UNIT
A1A
UNIT
INTERIOR
VARIATION
A1.1
UNIT
EXTERIOR
VARIATION
A1-HC
MOBILITY
ACCESSIBLE
VARIATION C

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DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12/19/2022 3:59:01 PM
C:\Users\elyttle\Documents\Revit\Camp North End_BLDG 4000_2022_elyttle3CQMP.rvt
A04.13
Author Checker
2234301
UNIT B6 PLANS
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
M
P

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6
DATE DESCRIPTION REV
3/8" = 1'-0"2 UNIT B6 PLANS
BEDROOMS TOTAL # OF UNITS UNIT AREA
2 1143 SF5
BUILDING 27/28 -UNIT SUMMARY
x10' -1"13' -6"
LIVING ROOM
x10' -1"8' -0"
DINING ROOM
x9' -3"11' -3"
BEDROOM 4
x9' -3"11' -3"
BEDROOM 3
x9' -3"11' -3"
BEDROOM 2
x8' -11"11' -7"
BEDROOM 1
x5' -4"8' -10"
BATHROOM 1
x5' -4"8' -10"
BATHROOM 2
x5' -4"8' -10"
BATHROOM 3
x5' -4"8' -10"
BATHROOM 4
x16' -0"6' -5"
KITCHEN
CEILING FAN W/ LIGHT KIT SWITCH FAN
SEPARATE FROM LIGHT
PENDANT LIGHT FIXTURES
TRACK LIGHT
VANITY LIGHT
TOILET EXHAUST FAN, SIDEWALL MOUNTED
IN 2X6 WALLS, MOUNT AT 7'-0" A.F.F.
WALL MOUNTED LIGHT ( AT LAUNDRY AND
SMALL CLOSETS)
RECESSED CAN LIGHT IN FURR DOWN
EXTERIOR WALL MOUNT BALCONY LIGHT
SURFACE MOUNT FIXTURE
UNIT LEGEND
1 HVAC UNIT/WATER HEATER SEE MECHANICAL DWGS
2 WASHER
3 PANTRY CABINET
4 WASHER & DRYER - STACKABLE
5 DISHWASHER
6A 22 CU.FT. REFRIGERATOR
7 RANGE W/ MICROWAVE ABOVE & VENTLESS HOOD
8 DRYER
9A 36" x 60" GARDEN TUB
10 THERMOSTAT CONTROL
11 ELECTRICAL PANEL
12 SOAP DISH
13 SHOWER CURTAIN ROD
14 PEDESTAL SINK
15 FOLDING GRAB BAR
16 MOVEABLE ISLAND W/ COUNTERTOP ON ALUMINIUM
CASTERS
17A 36" x 36"
17B 42" x 34"
17C 42" x 42"
17D 60" x 34"
21 SINGLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
22 DOUBLE STAINLESS STEEL KIT. SINK W/ DISPOSAL
23 SINGLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
24 DOUBLE BOWL & OVERFLOW
COUNTERTOP - GRANITE UNDERMOUNT
25 TOILET PAPER HOLDER
26 TOWEL BAR (24")
27 MIRROR
28 ELONGATED TOILET
29 SHOWER HEAD
30 SHOWER & TUB FAUCET
31 TUB FAUCET
32 EXHAUST
33 CORNER GRAB BAR
34 DOUBLE OVEN
35 TILE BACKSPLASH
6B 25 CU.FT. REFRIGERATOR
9B 42" x 60" GARDEN TUB
9C 30" x 60" GARDEN TUB
F COMPUTER DESK WITH (1) WOOD SHELF ABOVE AND
GRANITE COUNTERTOP
17 SHOWER PAN WITH ACRYLIC BASE
18 TILE SHOWER SURROUND, SEE 7/A3-00
19 ROBE HOOK
20 TOWEL RING
UNIT SHELVING LEGEND
A (1) 12" DEEP SHELF @ WASHER / DRYER
B (5) 16" DEEP SHELVES
C (5) 12" DEEP SHELVES
D DOUBLE HANGING ROD & SHELF
E HANGING ROD AND SHELF
ACCESSIBILITY LEGEND
41 SINGLE BOWL STAINLESS STEEL SINK, WITH ADA FAUCET,
PROVIDE PIPE WRAP BELOW, BASE CABINET TO BE
REMOVABLE WITH FLOOR AND WALL FINISH BELOW, BOWL
TO BE AT 34" MAX. HIGH A.F.F.
42 34" HIGH WORK SURFACE, MIN. 30" WIDE WITH FLOOR AND
WALL FINISH BELOW, MIN. 27" KNEE HEIGHT CLEARANCE
43 SIDE BY SIDE REFRIGERATOR
44 RECIRCULATING EXHAUST HOOD WITH LIGHT, SWITCH FROM
WALL ADJACENT TO STOVE
45 ALL IN ONE WASHER/ DRYER
46 ELONGATED ADA TOILET BOWL WITH SEAT HEIGHT AT 18"
AND FLUSH VALVE ON OPEN SIDE OF WATER CLOSET
47 FUTURE GRAB BAR - SEE ELEVATIONS FOR SIZES
48 REMOVABLE BASE CABINET AT VANITY, PROVIDE FLOOR AND
WALL FINISH BELOW, WRAP ALL PIPES
49 SHOWER HEAD WITH SLIDE BAR AND ADJUSTABLE HEIGHT
HEAD
50 LOCATION OF FUTURE BATHING SEAT
51 ADA RANGE WITH CONTROLS ON FRONT OF RANGE
52 CLOSET SHELF AND ROD AT 48" MAX HEIGHT
53 ONE (1) WINDOW SHALL BE ACCESSIBLE W/ OPERABLE
PARTS LOACTED AT 48" MAX HEIGHT
54 ADA DISHWASHER UNDER 34" HIGH COUNTER
1. REFER TO SHEET A3-00 FOR UNIT PLAN NOTES
2. ELECTRICAL OUTLETS SHALL NOT BE CUT INTO MIRROR
3. NOTE T INDICATES THERMOSTAT
4. REFER TO SHEET A3-00 FOR STANDARD ARCHWAY DETAIL
5. REFER TO "CD" SERIES FOR FAIR HOUSING CONSTRUCTION
REQUIREMENTS. ALL UNITS TO RECEIVE BLOCKING AS
SHOWN IN "CD" SERIES
6. CEILING FIXTURES NOT DIMENSIONED ARE TO BE
CENTERED ON ROOM
NOTES
RCP LEGEND
55 ADA COMBINATION WASHER/DRYER
SOFFIT (8'-0" A.F.F)
UNIT NAMING LEGEND
A1
BASE UNIT
A1A
UNIT
INTERIOR
VARIATION
A1.1
UNIT
EXTERIOR
VARIATION
A1-HC
MOBILITY
ACCESSIBLE
VARIATION
1486.07 SF
UNIT CL1
CLOSET
MECH W/D REF.
36"X60"
TUB
36"X60"
TUB
36"X60"
TUB
36"X60"
TUB
CLOSETCLOSET
CLOSET
DW P.
31
'

-

0
"
49' - 0"
5' - 10 1/2"3' - 9"6' - 9 3/4"6' - 11 1/4"9' - 3"11' - 3 1/4"3' - 6 1/2"1' - 6 3/4"
2'

-

0
"
25
'

-

2
"
3'

-

1
0
"
9' - 7 1/2"9' - 7 1/2"9' - 7"9' - 10"10' - 4"
49' - 0"
9
1
/
2
"
28
'

-

2

1
/
2
"
2'

-

0
"
31
'

-

0
"
WO1
020
WO1
040
WO1
040
WO1
040
WO
020
WO
020
WO
020
WO
020
WO1
020
WO1
020
WO1
020
C

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DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12/19/2022 3:59:04 PM
C:\Users\elyttle\Documents\Revit\Camp North End_BLDG 4000_2022_elyttle3CQMP.rvt
A04.14
Author Checker
2234301
UNIT CL1
PLANS
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
M
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DATE DESCRIPTION REV
3/8" = 1'-0"2 UNIT CL1 PLANS
BEDROOMS TOTAL # OF UNITS UNIT AREA
4 1486 SF10
BUILDING 27/28 -UNIT SUMMARY
LEVEL 1
S.F.E. = 721' -8 5/8"
LEVEL 2
S.F.E. = 735' -5 5/8"
LEVEL 3
S.F.E. = 746' -2 1/4"
LEVEL 4
S.F.E. = 756' -10 1/8"
LEVEL 5
S.F.E. = 767' -6"
TRUSS BEARING
S.F.E. = 776' -6 5/8"
BASEMENT
S.F.E. = 711' -0"
BR01
LEVEL 1.1
S.F.E. = 724' -9"
CMP01CB01CB01CW01RM01 CTS01CW01CW01CW01CW01CW01CB01RM01CB01RM01CB01RM01MP01RM01BR01CTS01BR01CTS01CMP01
LEVEL 1
S.F.E. = 721' -8 5/8"
LEVEL 2
S.F.E. = 735' -5 5/8"
LEVEL 3
S.F.E. = 746' -2 1/4"
LEVEL 4
S.F.E. = 756' -10 1/8"
LEVEL 5
S.F.E. = 767' -6"
TRUSS BEARING
S.F.E. = 776' -6 5/8"
BASEMENT
S.F.E. = 711' -0"
1
A06.01
2
A06.01
LEVEL 1.1
S.F.E. = 724' -9"
MP01CW01CB01CB01RM01BR01CTS01CMP01RM01CB01RM01CW01CB01RM01CW01CB01RM01CW01CB01RM01CW01CB01RM01BR01BR01CW01RM01BR01RM01CTS01CMP01BR01BR01MP01CB01CMP01
LEVEL 1
S.F.E. = 721' -8 5/8"
LEVEL 2
S.F.E. = 735' -5 5/8"
LEVEL 3
S.F.E. = 746' -2 1/4"
LEVEL 4
S.F.E. = 756' -10 1/8"
LEVEL 5
S.F.E. = 767' -6"
TRUSS BEARING
S.F.E. = 776' -6 5/8"
BASEMENT
S.F.E. = 711' -0"
BR01
LEVEL 1.1
S.F.E. = 724' -9"
CB01 RM01 BR02 CB01CTS01RM01CTS01CB01RM01CB01RM01CB01RM01CB01RM01CB01RM01CB01RM01BR01CMP01MP01BR01CTS01CTS01CTS01CLS01CLS01CLS01CLS01CLS01
LEVEL 1
S.F.E. = 721' -8 5/8"
LEVEL 2
S.F.E. = 735' -5 5/8"
LEVEL 3
S.F.E. = 746' -2 1/4"
LEVEL 4
S.F.E. = 756' -10 1/8"
LEVEL 5
S.F.E. = 767' -6"
TRUSS BEARING
S.F.E. = 776' -6 5/8"
BASEMENT
S.F.E. = 711' -0"
1
A06.01
2
A06.01
LEVEL 1.1
S.F.E. = 724' -9"
CB01RM01 BR01CMP01MP01CTS01CW01RM01MP01CB01CW01CB01RM01CW01CB01RM01CW01CLS01BR01CLS01CTS01BR01CB01RM01CW01CB01RM01CW01BR01BR02BR01RP01RP01RP01
BR02
LIGHT BRICK
BR01
DARK BRICK
MP01
METAL PANEL
CMP01
CORRUGATED METAL PANEL
CB&B01
CEMENTITIOUS BOARD AND BATTEN
CLS01
CEMENTITIOUS LAP SIDING
RP01
PICKET RAILING
RM01
MESH RAILING
CWT01
WOODTONE CEMENTITIOUS PANEL
CTST01
CORTEN STEEL RETURN ALL MATERIALS
AND COLORS TO INSIDE
CORNERS.
EXTERIOR MATERIAL LEGEND
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SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12/19/2022 3:59:41 PM
C:\Users\elyttle\Documents\Revit\Camp North End_BLDG 4000_2022_elyttle3CQMP.rvt
A05.01
Author Checker
2234301
OVERALL
ELEVATIONS
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
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1/16" = 1'-0"1 OVERALL BUILDING ELEVATION 1
1/16" = 1'-0"2 OVERALL BUILDING ELEVATION 2
1/16" = 1'-0"3 OVERALL BUILDING ELEVATION 3
1/16" = 1'-0"4 OVERALL BUILDING ELEVATION 4
LEVEL 1
S.F.E. = 721' -8 5/8"
LEVEL 2
S.F.E. = 735' -5 5/8"
LEVEL 3
S.F.E. = 746' -2 1/4"
LEVEL 4
S.F.E. = 756' -10 1/8"
LEVEL 5
S.F.E. = 767' -6"
TRUSS BEARING
S.F.E. = 776' -6 5/8"
BASEMENT
S.F.E. = 711' -0"
9'

-

0

5
/
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"
10
'

-

7

7
/
8
"
10
'

-

7

7
/
8
"
10
'

-

8

5
/
8
"
13
'

-

9
"
10
'

-

8

5
/
8
"
65
'

-

6

5
/
8
"
UNITS CORRIDOR
PARKING GARAGE
UNITS CORRIDOR
PARKING GARAGE
UNITS CORRIDOR
PARKING GARAGE
UNITS CORRIDOR
PARKING GARAGE
UNITS CORRIDOR
PARKING GARAGE
UNITS CORRIDOR
CORRIDOR
CORRIDOR
CORRIDOR
CORRIDOR
CO-WORKING SPACE
UNITS
UNITS
UNITS
UNITS
LEVEL 1
S.F.E. = 721' -8 5/8"
LEVEL 2
S.F.E. = 735' -5 5/8"
LEVEL 3
S.F.E. = 746' -2 1/4"
LEVEL 4
S.F.E. = 756' -10 1/8"
LEVEL 5
S.F.E. = 767' -6"
TRUSS BEARING
S.F.E. = 776' -6 5/8"
BASEMENT
S.F.E. = 711' -0"
9'
-

0

5
/
8
"
10
'

-

7

7
/
8
"
10
'

-

7

7
/
8
"
10
'

-

8

5
/
8
"
13
'

-

9
"
10
'

-

8

5
/
8
"
65
'

-

6

5
/
8
"
CORRIDOR
CORRIDOR
CORRIDOR
2 -STORY PASS THROUGH
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
LEVEL 1
S.F.E. = 721' -8 5/8"
LEVEL 2
S.F.E. = 735' -5 5/8"
LEVEL 3
S.F.E. = 746' -2 1/4"
LEVEL 4
S.F.E. = 756' -10 1/8"
LEVEL 5
S.F.E. = 767' -6"
TRUSS BEARING
S.F.E. = 776' -6 5/8"
BASEMENT
S.F.E. = 711' -0"
9'

-

0

5
/
8
"
10
'

-

7

7
/
8
"
10
'

-

7

7
/
8
"
10
'

-

8

5
/
8
"
10
'

-

8

5
/
8
"
3'

-

0

3
/
8
"
10
'

-

8

5
/
8
"
65
'

-

6

5
/
8
"
CORRIDOR
CORRIDOR
CORRIDOR
RETAIL SPACE
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
CORRIDOR
CORRIDOR
CORRIDOR
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS
UNITS CORRIDOR
CORRIDOR
LEASING / AMENITY LEVEL 1.1
S.F.E. = 724' -9"
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DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12/19/2022 3:59:47 PM
C:\Users\elyttle\Documents\Revit\Camp North End_BLDG 4000_2022_elyttle3CQMP.rvt
A06.01
Author Checker
2234301
OVERALL
BUILDING
SECTIONS
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
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1/16" = 1'-0"1 OVERALL BUILDING SECTION 1
1/16" = 1'-0"2 OVERALL BUILDING SECTION 2
1/16" = 1'-0"3 OVERALL BUILDING SECTION 3
PARKING DECK
PARKING DECK
CORRIDOR
CORRIDOR
10
'

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.
CONCRETE SLAB
ON GRADE CONCRETE SLAB
ON GRADE
FCA 6
PO3
001
ROOF SYSTEM
PRECAST CONCRETE WALL
FCA 2
FCA 2
FCA 2
PARKING DECK
PARKING DECK
PARKING DECK
CORRIDOR
CORRIDOR
PO3
001
FB1
020
FB1
020
LEVEL 1
LEVEL 2
LEVEL 3
LEVEL 4
LEVEL -5
TRUSS BEARING
721' -8 5/8"
735' -5 5/8"
746' -2 1/4"
756' -10 1/8"
767' -5 1/2"
776' -5 3/8"
PT CONCRETE SLAB,
SEE STRUCTURAL
DWGS.
FCA 7
PO3
001
FB1
020
CORRIDOR
TYPE IA
CONSTRUCTION
TYPE IIIA
CONSTRUCTION
LEVEL 1
LEVEL 3
UNITS / AMENITY
CONCRETE SLAB ON
GRADE -REFER TO
STRUCTURAL
LEVEL 5

9'

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"
10
'

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10
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"
.
LEVEL 4
FCA 7
TRUSS
BEARING
FCA 6 FCA 6
UNITUNIT
UNITUNIT
UNITUNIT
WB1
070
721' -8 5/8"
FCA 1FCA 1
LEVEL 2
UNITUNIT
PT CONCRETE SLAB,
SEE STRUCTURAL
DWGS.
UNIT
735' -8 1/4"
746' -2 1/4"
756' -10 1/8"
767' -5 1/4"
776' -5 3/8"
WB1
021
F.F.E. -BASEMENT
F.F E. -LEVEL 1
F.FE. -LEVEL 2
F.F.E. -LEVEL 3
TRUSS BEARING
CORRIDOR
F.FE. -LEVEL 4
FCA 2
CORRIDOR UNIT
UNIT CORRIDOR
UNIT CORRIDOR
UNIT CORRIDOR
FCA 5FCA 5
WB1
021
FCA 2FCA 1
UNIT CORRIDOR
FCA 2FCA 1
FCA 2FCA 1
WB1
021
UNITCORRIDOR
UNITCORRIDOR
UNITCORRIDOR
FCA 5 FCA 5
WB1
021
FCA 2 FCA 1
UNITCORRIDOR
FCA 2 FCA 1
FCA 2 FCA 1
FCA 2 FCA 1
SEE PLANS
5' - 6"
SEE PLANS
6' - 0".
TRUSS HANGER/TIE
DOWN
COMPONENT -
REFER TO
STRUCTURAL
TRUSS HANGER/TIE
DOWN
COMPONENT -
REFER TO
STRUCTURAL
F.FE. -LEVEL 5
UNIT CORRIDOR
FCA 2FCA 1
UNITCORRIDOR
FCA 2 FCA 1
721' -8 5/8"
735' -5 5/8"
746' -2 1/4"
756' -10 1/8"
767' -5 1/4"
776' -5 3/8"
711' -0"
SEE PLANS FOR F.F.E.
10
'

-

8

5
/
8
"
.
SEE PLANS FOR F.F.E.
13
'

-

9
"
.
10
'

-

8

5
/
8
"
.
10
'

-

7

7
/
8
"
.
10
'

-

7

7
/
8
"
.
9'
-

0

1
/
8
"
.
3" AERATED AUTOCLAVED CONCRETE
FIREWALL (3 HR.)
PLACE TRUSS ON TOP OF STUD WALL
60 MIL TPO SINGLE PLY ROOF
MEMBRANE
UNITUNIT
UNITUNIT
UNITUNIT
UNITUNIT
UNIT
FCA 1FCA 1
PB3
070
2" AIRSPACE 2" AIRSPACE
PER 2018 NCBC, SECTION 706.6,
EXCEPTION 4, THE FIREWALL IS
PERMITTED TO TERMINATE AT THE
UNDERSIDE OF COMBUSTIBLE ROOF
SHEATHING OR DECKS.
PB3
070
FILL CAVITY BETWEEN FLOORS AND
AND ATTIC WITH INSULATION. FILL
ALL VOIDS. PROVIDE NETTING @
EVERY OTHER TRUSS FOR
INSTALLATION
NOTE 1
FCA 15
INSTALL FIRE RETARDANT TREATED
ROOF SHEATHING OVER FIREWALL,
EXTEND FRT ROOF SHEATHING 4'-0"
ON EACH SIDE OF FIREWALL, NO
PENETRATIONS PERMITTED IN FRT
SHEATHING. CLASS 'B' ROOFING
REQUIRED, REFER TO DETAIL 2/A6-31
FCA 1FCA 1
FCA 1FCA 1
721' -8 5/8"
LEVEL 1
LEVEL 2
735' -5 5/8"
LEVEL 3
746' -2 1/4"
LEVEL 4
756' -10 1/8"
LEVEL 5
767' -5 1/4"
TRUSS
BEARING
776' -5 3/8"
SEE PLANS FOR F.F.E.
13
'

-

9
"
.
10
'

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9'

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DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
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TYPICAL WALL
SECTIONS
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
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DATE DESCRIPTION REV
1" = 1'-0"2 TYPICAL PARKING DECK BLDG SECTION
1" = 1'-0"1 TENANT SEPARATION WALL OVER PODIUM
1" = 1'-0"3
1 HOUR CORRIDOR / TENANT - PARALLEL TRUSS (UL # U305)
THROUGH FOUNDATION WALL
1" = 1'-0"4 TYPICAL 3-HOUR RATED AAC FIRE WALL - TYP
LEVEL 1
LEVEL 3
CONCRETE SLAB ON
GRADE -REFER TO
STRUCTURAL
LEVEL 5

9'

-

0

1
/
8
"
10
'

-

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7
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8
"
10
'

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10
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13
'

-

9
"
.
LEVEL 4
TRUSS
BEARING
FCA 6 FCA 6
FCA 1FCA 1
UNITUNIT
WB1
070
FCA 1FCA 1
LEVEL 2
UNITUNIT
UNITUNIT
UNITUNIT
UNITUNIT
721' -8 5/8"
735' -8 1/4"
746' -2 1/4"
756' -10 1/8"
767' -5 1/4"
776' -5 3/8"
UNITCORRIDOR
FCA 2 FCA 1
LEVEL 2
LEVEL 4
LEVEL 5
TRUSS
BEARING
LEVEL 1
UNITCORRIDOR
UNITCORRIDOR
UNITCORRIDOR
SEE PLANS FOR F.F.E.
13' - 9".
10' - 8 5/8"
10' - 7 7/8"
10' - 7 7/8"
9' - 0 1/8".
CONCRETE SLAB ON
GRADE -REFER TO
STRUCTURAL
FCA 6
WB1
021
LEVEL 3
TYPE IIIA
CONSTRUCTION
UNITCORRIDOR
721' -8 5/8"
735' -8 1/4"
746' -2 1/4"
756' -10 1/8"
767' -5 1/4"
776' -5 3/8"
UNIT STAIR
UNIT STAIR
UNIT STAIR
UNIT STAIR
ROOF SYSTEM
SEE PLANS FOR F.F.E.
13' - 9".
10' - 8 5/8".
10' - 7 7/8".
10' - 7 7/8".
9' - 0 1/8".
LEVEL 1
LEVEL 2
LEVEL 3
LEVEL 4
LEVEL 5
UNIT STAIR
CONCRETE SLAB
ON GRADE
8" CMU
MB2
002
FCA 1
MB2
002
FCA 1
FCA 6
FCA 1
FCA 1
FCA 6
FCA 3
FCA 3
FCA 3
FCA 3
TRUSS BEARING
721' -8 5/8"
735' -8 1/4"
746' -2 1/4"
756' -10 1/8"
767' -5 1/4"
776' -5 3/8"
3" AERATED AUTOCLAVED CONCRETE
FIREWALL (3 HR.)
PLACE TRUSS ON TOP OF STUD WALL
60 MIL TPO SINGLE PLY ROOF
MEMBRANE
UNITUNIT
UNITUNIT
UNITUNIT
UNITUNIT
UNIT
FCA 1FCA 1
PB3
070
2" AIRSPACE 2" AIRSPACE
PER 2018 NCBC, SECTION 706.6,
EXCEPTION 4, THE FIREWALL IS
PERMITTED TO TERMINATE AT THE
UNDERSIDE OF COMBUSTIBLE ROOF
SHEATHING OR DECKS.
PB3
070
FILL CAVITY BETWEEN FLOORS AND
AND ATTIC WITH INSULATION. FILL
ALL VOIDS. PROVIDE NETTING @
EVERY OTHER TRUSS FOR
INSTALLATION
NOTE 1
FCA 15
INSTALL FIRE RETARDANT TREATED
ROOF SHEATHING OVER FIREWALL,
EXTEND FRT ROOF SHEATHING 4'-0"
ON EACH SIDE OF FIREWALL, NO
PENETRATIONS PERMITTED IN FRT
SHEATHING. CLASS 'B' ROOFING
REQUIRED, REFER TO DETAIL 2/A6-31
FCA 1FCA 1
FCA 1FCA 1
CORRIDOR
FCA 2
721' -8 5/8"
711' -0"
LEVEL 1
BASEMENT
LEVEL 2
735' -5 5/8"
LEVEL 3
746' -2 1/4"
LEVEL 4
756' -10 1/8"
LEVEL 5
767' -5 1/4"
TRUSS
BEARING
776' -5 3/8"
SEE PLANS FOR F.F.E.
10
'

-

8

5
/
8
"
.
SEE PLANS FOR F.F.E.
13
'

-

9
"
.
10
'

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8

5
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8
"
.
10
'

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7

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10
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.
9'

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DRAWN BY CHECKED BY
JOB NUMBER:
SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
12/19/2022 4:09:17 PM
C:\Users\elyttle\Documents\Revit\Camp North End_BLDG 4000_2022_elyttle3CQMP.rvt
A06.11
Author Checker
2234301
TYPICAL WALL
SECTIONS
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
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DATE DESCRIPTION REV
1" = 1'-0"1 TENANT SEPARATION WALL
1" = 1'-0"2 CORRIDOR & UNIT SEPARATION
1" = 1'-0"3 TYPICAL 2 HOUR STAIR & LANDING
1" = 1'-0"4 TYPICAL 3-HOUR RATED AAC FIRE WALL
9
21
MAINT.
PARKING COUNT
LEVEL B 45
LEVEL 1 98
LEVEL 2 106
LEVEL 3 106
LEVEL 4 106
LEVEL 5 103
TOTAL 564
PARKING REQUIRED
MF ZONING -1/ UNIT = 324 SPACES
MF OWNER -1/BEDROOM = 435
RETAIL 1/250 SF = 42 SPACES
CO WORKIN 1/500 SF = 10 SPACES
TOTAL REQUIRED = 487 SPACES
15
UP
714'-3"
ELEV 1
STAIR B
ELEV 2ELEV
LOBBY
45 PARKS
1
A06.01
42
'

-

8
"
36
'

-

1
0
"
42
'

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8
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9'
-

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"
9'

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"
79
'

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6
"
42
'

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8
"
10' - 4"8' - 0"8' - 3"73' - 6 51/64"
10
4
'

-

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1
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2
"
27
'

-

1
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"
13
2
'

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1
/
2
"
42' - 8"177' - 0"
254' - 2 1/8"
235' - 5"8' - 3"10' - 6 1/8"
100' - 1 3/4"
12
2
'

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SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
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A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
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C:\Users\elyttle\Documents\Revit\Camp North End_BLDG 4000_2022_elyttle3CQMP.rvt
A13.00
Author Checker
2234301
OVERALL
PARKING DECK
PLAN -
BASEMENT
LEVEL
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
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3/32" = 1'-0"1 OVERALL PARKING DECK PLAN - BASEMENT LEVEL
9
19
19
4
25
22
DNUP
TRASH
STAIR C
ELEV 1
STAIR B
ELEV 2ELEV
LOBBY
98 PARKS
1
A06.01
3/4" / 12"
3/4" / 12"
27
'

-

1
0
"
88
'

-

2
"
16
'

-

2

1
/
4
"
9'
-

0

1
/
4
"
9'

-

1
0

1
/
2
"
42
'

-

8
"
36
'

-

1
0
"
42
'

-

8
"
9'

-

1
0

1
/
2
"
79
'

-

6
"
42
'

-

8
"
10' - 4"8' - 0"8' - 3"225' - 5"10' - 4"
235' - 5"8' - 3"
262' - 4"
13
2
'

-

2

1
/
4
"
10
4
'

-

2

1
/
2
"
27
'

-

1
0
"
13
2
'

-

0

1
/
2
"
262' - 4 1/256"
42' - 8"177' - 0"42' - 8"
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SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
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C:\Users\elyttle\Documents\Revit\Camp North End_BLDG 4000_2022_elyttle3CQMP.rvt
A13.01
Author Checker
2234301
OVERALL
PARKING DECK
PLAN -LEVEL 1
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
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3/32" = 1'-0"1 OVERALL PARKING DECK PLAN - LEVEL 1
99
19
19
25
25
TRASH
STAIR C
ELEV 1
STAIR B
ELEV 2ELEV
LOBBY
106 PARKS
177' - 0"
79
'

-

6
"
42
'

-

8
"
1
A06.01
DNUP
3/4" / 12"
3/4" / 12"
27
'

-

1
0
"
91
'

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"
13
'

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2

1
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2
"
9'
-

2
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9'

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1
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1
/
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"
42
'

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8
"
36
'

-

1
0
"
42
'

-

8
"
9'

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1
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1
/
2
"
79
'

-

6
"
42
'

-

8
"
10' - 4"8' - 0"8' - 3"225' - 5"10' - 4"
235' - 5"8' - 3"9' - 0 7/8"9' - 7 1/8"
262' - 4"
13
2
'

-

0

1
/
2
"
10
4
'

-

2

1
/
2
"
27
'

-

1
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"
13
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'

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1
/
2
"
262' - 4 1/256"
42' - 8"177' - 0"42' - 8"
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SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
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A13.02
Author Checker
2234301
OVERALL
PARKING DECK
PLAN -LEVEL 2
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
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3/32" = 1'-0"1 OVERALL PARKING DECK PLAN - LEVEL 2
99
19
19
25
25
TRASH
STAIR C
ELEV 1
STAIR B
ELEV 2ELEV
LOBBY
106 PARKS
10' - 4"
27
'

-

1
0
"
91
'

-

0
"
177' - 0"
79
'

-

6
"
42
'

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8
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1
A06.01
DNUP
3/4" / 12"
3/4" / 12"
27
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-

1
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91
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13
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2

1
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9'
-

2
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-

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/
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"
42
'

-

8
"
36
'

-

1
0
"
42
'

-

8
"
9'

-

1
0

1
/
2
"
79
'

-

6
"
42
'

-

8
"
10' - 4"8' - 0"8' - 3"
235' - 5"8' - 3"9' - 0 7/8"9' - 7 1/8"
262' - 4"
13
2
'

-

0

1
/
2
"
10
4
'

-

2

1
/
2
"
27
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13
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262' - 4 1/256"
42' - 8"177' - 0"42' - 8"
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SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
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A13.03
Author Checker
2234301
OVERALL
PARKING DECK
PLAN -LEVEL 3
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
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3/32" = 1'-0"1 OVERALL PARKING DECK PLAN - LEVEL 3
99
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19
25
25
TRASH
STAIR C
ELEV 1
STAIR B
ELEV 2ELEV
LOBBY
106 PARKS
1
A06.01
DNUP
3/4" / 12"
3/4" / 12"
27
'

-

1
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"
91
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/
2
"
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8
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36
'

-

1
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"
42
'

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8
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9'

-

1
0

1
/
2
"
79
'

-

6
"
42
'

-

8
"
10' - 4"8' - 0"8' - 3"225' - 5"10' - 4"
235' - 5"8' - 3"9' - 0 7/8"9' - 7 1/8"
262' - 4"
13
2
'

-

0

1
/
2
"
10
4
'

-

2

1
/
2
"
27
'

-

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13
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262' - 4 1/256"
42' - 8"177' - 0"42' - 8"
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SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
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C:\Users\elyttle\Documents\Revit\Camp North End_BLDG 4000_2022_elyttle3CQMP.rvt
A13.04
Author Checker
2234301
OVERALL
PARKING DECK
PLAN -LEVEL 4
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
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3/32" = 1'-0"1 OVERALL PARKING DECK PLAN - LEVEL 4
TRASH
99
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19
25
25
STAIR C
ELEV 1
STAIR B
ELEV 2
ELEV
LOBBY
ELEV
LOBBY
27
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91
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9'
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1
/
2
"
42
'

-

8
"
36
'

-

1
0
"
42
'

-

8
"
106 PARKS
9'

-

1
0

1
/
2
"
79
'

-

6
"
42
'

-

8
"
1
A06.01
3/4" / 12"
DN
10' - 4"8' - 0"8' - 3"225' - 5"10' - 4"
235' - 5"8' - 3"9' - 0 7/8"9' - 7 1/8"
262' - 4"
13
2
'

-

0

1
/
2
"
10
4
'

-

2

1
/
2
"
27
'

-

1
0
"
13
2
'

-

0

1
/
2
"
262' - 4 1/256"
42' - 8"177' - 0"42' - 8"
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SHEET NAME:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN CONSENT OF DWELL DESIGN STUDIO. SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
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C:\Users\elyttle\Documents\Revit\Camp North End_BLDG 4000_2022_elyttle3CQMP.rvt
A13.05
Author Checker
2234301
OVERALL
PARKING DECK
PLAN -LEVEL 5
SCHEMATIC DESIGN
2022 12-19 SCHEMATIC DESIGN X
CA
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DATE DESCRIPTION REV
3/32" = 1'-0"1 OVERALL PARKING DECK PLAN - LEVEL 5
E7-01
QC WLP
ELECTRICAL
RISER DIAGRAM
NONE1ELECTRICAL RISER DIAGRAM 1 OF 5 - BUILDING 1000
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THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVEPROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BEREPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT ASREQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USEDFOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN ANDARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTENCONSENT OF DWELL DESIGN STUDIO.SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINALDRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: [phone]dwelldesignstudio.com
A DEVELOPMENT FOR:
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DATE DESCRIPTION INCLUDED
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500 Sugar Mill RoadBuilding A, Suite 105Atlanta, GA 30350Telephone: [phone]Fax: [phone]PGE # 220044NC CERTIFICATION # C-2592
Phillips Gradick
Engineering, P.C.
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E7-02
QC WLP
ELECTRICAL
RISER DIAGRAM
NONE1ELECTRICAL RISER DIAGRAM 1 OF 3 - BUILDING 2000
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THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVEPROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BEREPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT ASREQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USEDFOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN ANDARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTENCONSENT OF DWELL DESIGN STUDIO.SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINALDRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x 42 INCHES.
DISCLAIMER:
SEAL:
ISSUE
1280 HIGHTOWER TRAILATLANTA, GA 30350PHONE: [phone]dwelldesignstudio.com
A DEVELOPMENT FOR:
REVISION
DATE DESCRIPTION INCLUDED
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2022-12-19 SCHEMATIC DESIGN PACKAGE X
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500 Sugar Mill RoadBuilding A, Suite 105Atlanta, GA 30350Telephone: [phone]Fax: [phone]PGE # 220044NC CERTIFICATION # C-2592
Phillips Gradick
Engineering, P.C.
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Appendix B

Preliminary Construction Schedule

ID Task Name Start Finish
1 Camp North Moniker One Level Podium (31 Month Total Duration) Mon 2/12/24 Thu 3/25/27
2 Dwell MF Design & Permitting Mon 2/12/24 Fri 10/25/24
3 Redesign to Add Podium Level Mon 2/12/24 Fri 5/24/24
4 First Round Plan Review Meck County Mon 6/3/24 Thu 8/1/24
5 Design Team Addressed Comments for 2nd Round Submission Fri 8/2/24 Wed 8/14/24
6 Second Round Plan Review Meck County Mon 9/2/24 Wed 10/16/24
7 Building Permit Issued Wed 10/16/24 Wed 10/16/24
8 GMP Drawings Complete Mon 6/10/24 Mon 6/10/24
9 Final IFC Drawings Issued Fri 10/25/24 Fri 10/25/24
10 Preconstruction Mon 6/10/24 Thu 9/19/24
11 GMP Pricing Mon 6/10/24 Fri 7/19/24
12 Award & Execute GMP Fri 7/26/24 Fri 7/26/24
13 Buyout & Submittals Fri 7/26/24 Thu 9/19/24
14 Demolition Wed 5/1/24 Tue 10/1/24
15 Start Demo & Sitework Wed 5/1/24 Wed 5/1/24
16 Disconnect Utilities & Temp Walls Wed 5/1/24 Tue 6/11/24
17 Hercules N Abatement Wed 5/15/24 Tue 6/18/24
18 Hercules S Abatement Wed 6/19/24 Tue 7/23/24
19 Demo Storage Building Wed 5/29/24 Tue 6/18/24
20 Demo Hercules N Above SOG Wed 6/19/24 Tue 7/23/24
21 Demo Hercules S Above SOG Wed 7/24/24 Tue 8/27/24
22 Demo Hercules N SOG Wed 7/24/24 Tue 8/27/24
23 Demo Hercules S SOG Wed 8/28/24 Tue 10/1/24
24 Demo Complete Tue 10/1/24 Tue 10/1/24
25 Sitework Wed 5/1/24 Tue 1/21/25
26 Mobilization Wed 5/1/24 Tue 5/14/24
27 Phase I Erosion Control & Storm Drain Wed 5/15/24 Tue 6/4/24
28 Site Demo Moniker Pad Wed 6/5/24 Tue 6/25/24
29 Site Demo & Erosion Control Storage Building Wed 6/26/24 Tue 7/16/24
30 Relocate Fire & Domestic Water Lines for Demo Wed 6/5/24 Tue 7/2/24
31 Mass Grading Basement Excavation Building A Wed 8/28/24 Tue 9/10/24
32 Aggregate Piers Building A Basement Wed 9/11/24 Tue 9/17/24
33 Mass Grading Parking Deck & Remaining Pad Building A Wed 9/11/24 Tue 9/24/24
34 Aggregate Piers Parking Deck Wed 9/25/24 Tue 10/1/24
35 Mass Grading Building Pad B Wed 9/25/24 Tue 10/8/24
36 Aggregate Piers Building B Wed 10/9/24 Fri 10/18/24
37 Storm Drain Install Along Woodward Ave Wed 9/25/24 Tue 10/22/24
38 Install Remaining Site Utilities Wed 10/16/24 Tue 11/26/24
39 Install Remaining Storm Drain Wed 10/23/24 Tue 11/19/24
40 Grading for Parados Way Wed 11/27/24 Tue 12/10/24
41 Site Conduit Rough In Parados Way Wed 12/11/24 Tue 12/24/24
42 Perimeter C&G, Stone/Binder Parados Way Wed 12/25/24 Tue 1/21/25
43 Building Pads & Road Bed Complete Tue 1/21/25 Tue 1/21/25
44 Roof Drain Piping, Fine Grading, Sidewalks & Landscaping Wed 8/12/26 Tue 2/16/27
45 Install Roof Drain Piping Wed 8/12/26 Tue 9/8/26
46 Fine Grade for Sidewalks Wed 9/2/26 Tue 9/22/26
47 Form & Pour Sidewalks Wed 9/16/26 Tue 10/20/26
48 Backfill Sidewalks & Fine Grading Wed 10/14/26 Tue 10/27/26
49 Irrigation Install Wed 10/28/26 Tue 11/17/26
50 Landscaping Starts Tue 11/17/26 Tue 11/17/26
51 Landscaping/Hardscapes (Trees & Bushes Only Perennials Planted Spring/Summer 2027)Wed 11/18/26 Tue 12/22/26
52 Final Setup, Paving and Striping Wed 12/23/26 Tue 1/5/27
53 Fix Damaged Curb & Asphalt (CNE Allowance) Wed 1/6/27 Tue 1/12/27
54 Pressure Washing Site Wed 1/13/27 Tue 1/26/27
55 Zoning, Utility, & Urban Forestry Final Inspections Wed 1/27/27 Tue 2/16/27
56 Courtyard Mon 3/9/26 Wed 1/13/27
57 Rough Grading & Storm Drain Mon 3/9/26 Fri 3/27/26
58 Amenity/Pool House Building Construction Mon 3/30/26 Fri 7/3/26
59 Pool Installation Mon 5/18/26 Fri 7/17/26
60 Final Pool Connections Mon 7/20/26 Fri 7/24/26
61 Grading for Site Concrete Wed 7/22/26 Tue 8/11/26
62 Courtyard Site Concrete & Underdrainage Wed 8/12/26 Tue 10/13/26
63 Misc. Steel Installation Wed 10/7/26 Tue 10/27/26
64 Fine Grading Wed 10/28/26 Tue 11/10/26
65 Irrigation Installation & Lighting Wed 11/11/26 Tue 11/24/26
66 Landscaping (Trees & Bushes Only Perennials Planted Spring/Summer 2027)Wed 11/25/26 Tue 12/22/26
67 Final Cleaning Wed 12/23/26 Thu 12/31/26
68 Installation of Site Furnishings Fri 1/1/27 Mon 1/11/27
69 Installation of Owner FF&E Thu 1/7/27 Wed 1/13/27
70 Foundation, CIP Walls, Slab On Grade, & Podium Fri 9/13/24 Tue 9/17/24
71 Mobilization, Rebar Delivery & Layout Fri 9/13/24 Tue 9/17/24
72 Building Foundations, CIP Walls, & SOG Building A Basement Wed 9/18/24 Fri 11/29/24
73 Building Foundations Building A Basement Wed 9/18/24 Tue 10/8/24
74 CIP Walls Building A Basement Wed 9/25/24 Tue 11/5/24
75 Waterproofing and Backfill CIP Walls Wed 11/6/24 Fri 11/15/24
76 Under slab Plumbing & Electrical Rough In Thu 11/7/24 Fri 11/15/24
77 SOG Prep & Pour Mon 11/18/24 Fri 11/29/24
78 Basement Podium Mon 12/2/24 Mon 1/6/25
79 Shoring Mon 12/2/24 Tue 12/10/24
80 Framer Pop Out Walls Wed 12/11/24 Wed 12/11/24
81 MEP Sleeves Thu 12/12/24 Fri 12/13/24
82 Reinforcing, Sleeves, & Inspections Mon 12/16/24 Mon 12/23/24
83 Pour Tue 12/24/24 Tue 12/24/24
84 Cure & Stress & Reports Wed 12/25/24 Tue 12/31/24
85 Strip Forms Wed 1/1/25 Mon 1/6/25
86 Parking Deck Foundations, CIP Walls & SOG Tue 10/29/24 Thu 1/9/25
Dwell
Meck County
Dwell
Meck County
10/16
6/10
10/25
Delco
7/26
Delco/Dwell
5/1
10/1
1/21
11/17
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar
1st Quarter 2nd Quarter 3rd Quarter 4th Quarter 1st Quarter 2nd Quarter 3rd Quarter 4th Quarter 1st Quarter 2nd Quarter 3rd Quarter 4th Quarter 1st Quarter 2nd Quarter
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Camp North End Moniker One Level Podium
Page 1
Project: Original Schedule
Date: Fri 4/19/24
ID Task Name Start Finish
87 Parking Deck Foundations Tue 10/29/24 Mon 12/2/24
88 Parking Deck CIP Walls Tue 11/12/24 Mon 12/30/24
89 Waterproofing and Backfill CIP Walls Tue 12/31/24 Thu 1/9/25
90 Foundations, CIP Walls, & Columns (7) Areas Mon 10/21/24 Fri 3/14/25
91 Area 1 Foundations, CIP Walls, & Columns Mon 10/21/24 Fri 11/8/24
92 Area 2 Foundations, CIP Walls, & Columns Mon 11/11/24 Fri 11/29/24
93 Area 3 Foundations, CIP Walls, & Columns Mon 12/2/24 Fri 12/20/24
94 Area 4 Foundations, CIP Walls, & Columns Mon 12/23/24 Fri 1/10/25
95 Area 5 Foundations, CIP Walls, & Columns Mon 1/13/25 Fri 1/31/25
96 Area 6 Foundations, CIP Walls, & Columns Mon 2/3/25 Fri 2/21/25
97 Area 7 Foundations, CIP Walls, & Columns Mon 2/24/25 Fri 3/14/25
98 SOG (7) Areas Mon 11/11/24 Mon 3/31/25
99 Area 1 Under slab Rough In SOG Prep & Pour Mon 11/11/24 Mon 11/25/24
100 Area 2 Under slab Rough In SOG Prep & Pour Mon 12/2/24 Mon 12/16/24
101 Area 3 Under slab Rough In SOG Prep & Pour Mon 12/23/24 Mon 1/6/25
102 Area 4 Under slab Rough In SOG Prep & Pour Mon 1/13/25 Mon 1/27/25
103 Area 5 Under slab Rough In SOG Prep & Pour Mon 2/3/25 Mon 2/17/25
104 Area 6 Under slab Rough In SOG Prep & Pour Mon 2/24/25 Mon 3/10/25
105 Area 7 Under slab Rough In SOG Prep & Pour Mon 3/17/25 Mon 3/31/25
106 Podium Prep & Pour Seven (7) Areas Tue 11/26/24 Tue 5/13/25
107 Podium Pour #1 Tue 11/26/24 Tue 5/13/25
108 Shoring Tue 11/26/24 Mon 12/9/24
109 Framer Pop Out Walls Tue 12/10/24 Wed 12/11/24
110 MEP Sleeves Thu 12/12/24 Mon 12/16/24
111 Reinforcing, Sleeves, & Inspections Tue 12/17/24 Tue 12/24/24
112 Pour Wed 12/25/24 Wed 12/25/24
113 Cure & Stress & Reports Thu 12/26/24 Wed 1/1/25
114 Strip Forms Thu 1/2/25 Tue 1/7/25
115 Podium Pour #2 Tue 12/17/24 Tue 1/28/25
116 Shoring Tue 12/17/24 Mon 12/30/24
117 Framer Pop Out Walls Tue 12/31/24 Wed 1/1/25
118 MEP Sleeves Thu 1/2/25 Mon 1/6/25
119 Reinforcing, Embeds, & Inspections Tue 1/7/25 Tue 1/14/25
120 Pour Wed 1/15/25 Wed 1/15/25
121 Cure & Stress Thu 1/16/25 Wed 1/22/25
122 Strip Forms Thu 1/23/25 Tue 1/28/25
123 Podium Pour #3 Tue 1/7/25 Tue 2/18/25
124 Shoring Tue 1/7/25 Mon 1/20/25
125 Framer Pop Out Walls Tue 1/21/25 Wed 1/22/25
126 MEP Sleeves Thu 1/23/25 Mon 1/27/25
127 Reinforcing, Sleeves, & Inspections Tue 1/28/25 Tue 2/4/25
128 Pour Wed 2/5/25 Wed 2/5/25
129 Cure & Stress & Reports Thu 2/6/25 Wed 2/12/25
130 Strip Forms Thu 2/13/25 Tue 2/18/25
131 Podium Pour 4 Tue 1/28/25 Tue 3/11/25
132 Shoring Tue 1/28/25 Mon 2/10/25
133 Framer Pop Out Walls Tue 2/11/25 Wed 2/12/25
134 MEP Sleeves Thu 2/13/25 Mon 2/17/25
135 Reinforcing, Sleeves, & Inspections Tue 2/18/25 Tue 2/25/25
136 Pour Wed 2/26/25 Wed 2/26/25
137 Cure & Stress & Reports Thu 2/27/25 Wed 3/5/25
138 Strip Forms Thu 3/6/25 Tue 3/11/25
139 Podium Pour #5 Tue 2/18/25 Tue 4/1/25
140 Shoring Tue 2/18/25 Mon 3/3/25
141 Framer Pop Out Walls Tue 3/4/25 Wed 3/5/25
142 MEP Sleeves Thu 3/6/25 Mon 3/10/25
143 Reinforcing, Sleeves, & Inspections Tue 3/11/25 Tue 3/18/25
144 Pour Wed 3/19/25 Wed 3/19/25
145 Cure & Stress & Reports Thu 3/20/25 Wed 3/26/25
146 Strip Forms Thu 3/27/25 Tue 4/1/25
147 Podium Pour #6 Tue 3/11/25 Tue 4/22/25
148 Shoring Tue 3/11/25 Mon 3/24/25
149 Framer Pop Out Walls Tue 3/25/25 Wed 3/26/25
150 MEP Sleeves Thu 3/27/25 Mon 3/31/25
151 Reinforcing, Sleeves, & Inspections Tue 4/1/25 Tue 4/8/25
152 Pour Wed 4/9/25 Wed 4/9/25
153 Cure & Stress & Reports Thu 4/10/25 Wed 4/16/25
154 Strip Forms Thu 4/17/25 Tue 4/22/25
155 Podium Pour #7 Tue 4/1/25 Tue 5/13/25
156 Shoring Tue 4/1/25 Mon 4/14/25
157 Framer Pop Out Walls Tue 4/15/25 Wed 4/16/25
158 MEP Sleeves Thu 4/17/25 Mon 4/21/25
159 Reinforcing, Sleeves, & Inspections Tue 4/22/25 Tue 4/29/25
160 Pour Wed 4/30/25 Wed 4/30/25
161 Cure & Stress & Reports Thu 5/1/25 Wed 5/7/25
162 Strip Forms Thu 5/8/25 Tue 5/13/25
163 Parking Deck Erection Fri 1/10/25 Mon 7/21/25
164 Erect Parking Deck Fri 1/10/25 Thu 4/10/25
165 Under Slab Rough In Basement Level Fri 4/11/25 Mon 4/21/25
166 SOG Prep & Pour Basement Level Tue 4/22/25 Mon 5/12/25
167 Pour Backs Tue 5/13/25 Mon 6/2/25
168 Parking Deck Rough In, Fixtures, & Standpipes Tue 6/3/25 Mon 7/21/25
169 TPO Roofing at Stair & Elevator Towers Tue 6/3/25 Thu 6/12/25
170 Misc., Steel & Rails Tue 6/3/25 Mon 6/30/25
171 Frames, Doors, & Hardware Tue 7/1/25 Mon 7/14/25
172 CMU Towers & Shafts Wed 1/1/25 Tue 3/11/25
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar
1st Quarter 2nd Quarter 3rd Quarter 4th Quarter 1st Quarter 2nd Quarter 3rd Quarter 4th Quarter 1st Quarter 2nd Quarter 3rd Quarter 4th Quarter 1st Quarter 2nd Quarter
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Camp North End Moniker One Level Podium
Page 2
Project: Original Schedule
Date: Fri 4/19/24
ID Task Name Start Finish
173 Lay Stair Tower A Building A Basement Wed 1/1/25 Tue 1/21/25
174 Lay Stair Tower E & Elevator Shaft 3 Building B Wed 1/29/25 Tue 2/25/25
175 Lay Stair Tower D Building B Wed 2/19/25 Tue 3/11/25
176 Structural Steel Wed 4/30/25 Thu 5/22/25
177 Erect Structural Steel Buildings A & B Under Podium Wed 4/30/25 Tue 5/20/25
178 Fire Proofing Steel Buildings A & B Under Podium Wed 5/14/25 Thu 5/22/25
179 Metal Stud Framing Under Podium First Floor Fri 5/23/25 Thu 6/26/25
180 Metal Stud Framing Under Podium Areas Fri 5/23/25 Thu 6/26/25
181 Wood Framing Wed 4/23/25 Thu 3/25/27
182 Second Floor Framing Wed 4/23/25 Tue 6/10/25
183 Pop-out Walls Wed 4/23/25 Fri 4/25/25
184 Second Floor Walls Mon 4/28/25 Wed 5/21/25
185 2nd Floor Trusses & Decking Fri 5/9/25 Tue 6/3/25
186 2nd Floor CLP & Simpson Ties Wed 6/4/25 Tue 6/10/25
187 Third Floor Framing Tue 5/27/25 Wed 7/9/25
188 Pop-out Walls Tue 5/27/25 Thu 5/29/25
189 Third Floor Walls Tue 5/27/25 Thu 6/19/25
190 3rd Floor Trusses & Decking Mon 6/9/25 Wed 7/2/25
191 3rd Floor CLP & Simpson Ties Thu 7/3/25 Wed 7/9/25
192 Fourth Floor Framing Tue 6/24/25 Wed 8/6/25
193 Pop-out Walls Tue 6/24/25 Thu 6/26/25
194 Fourth Floor Walls Tue 6/24/25 Thu 7/17/25
195 4th Floor Trusses & Decking Mon 7/7/25 Wed 7/30/25
196 4th Floor CLP & Simpson Ties Thu 7/31/25 Wed 8/6/25
197 Fifth Floor Framing Tue 7/22/25 Wed 9/3/25
198 Pop-out Walls Tue 7/22/25 Thu 7/24/25
199 Fifth Floor Walls Tue 7/22/25 Thu 8/14/25
200 5th Floor Trusses & Decking Mon 8/4/25 Wed 8/27/25
201 5th Floor CLP & Simpson Ties Thu 8/28/25 Wed 9/3/25
202 Sixth Floor Framing Tue 8/19/25 Wed 11/5/25
203 Pop-out Walls Tue 8/19/25 Thu 8/21/25
204 Sixth Floor Walls Tue 8/19/25 Thu 9/11/25
205 6th Floor Roof Trusses Mon 9/1/25 Mon 9/15/25
206 Roof Sheathing Tue 9/9/25 Mon 9/22/25
207 Install HVAC Dog Houses Tue 9/16/25 Mon 9/22/25
208 5th Floor CLP & Simpson Ties & Third Party Testing Tue 9/23/25 Wed 10/1/25
209 Punch Out Thu 10/2/25 Wed 11/5/25
210 Wet Rough In Fri 6/20/25 Thu 11/6/25
211 MEP & Sprinkler Trades Wet Rough In Fri 6/20/25 Thu 11/6/25
212 Roofing, Trim/Downspouts & Awnings Wed 9/17/25 Thu 12/10/26
213 Install TPO Roof System Wed 9/17/25 Tue 10/14/25
214 Roof Detail Work Wed 10/15/25 Tue 10/28/25
215 Coping Trim & Downspouts Fri 11/6/26 Thu 12/10/26
216 WRB, Window Install, Balcony Topping, & Patio Door Install Wed 9/17/25 Fri 11/21/25
217 Install WRB Wed 9/17/25 Tue 10/7/25
218 Install Windows Mon 9/22/25 Fri 10/10/25
219 Building Dry In Fri 10/10/25 Fri 10/10/25
220 Waterproof, Prep, & Pour Balconies Mon 10/6/25 Fri 11/7/25
221 Install Patio Dors Mon 11/3/25 Fri 11/21/25
222 Windows, Patio Doors, Patio Topping, & Fiber Cement Siding Mon 11/10/25 Thu 12/17/26
223 Courtyard Elevation Mon 11/10/25 Fri 3/6/26
224 Fiber Cement Siding Mon 11/10/25 Fri 1/9/26
225 Exterior Painting Mon 12/29/25 Fri 1/16/26
226 Storefront Install & Overhead Doors Mon 1/19/26 Fri 2/6/26
227 Balcony Railing Install Mon 2/9/26 Fri 3/6/26
228 East Elevation Mon 1/5/26 Fri 5/1/26
229 Fiber Cement Siding Mon 1/5/26 Fri 2/27/26
230 Exterior Painting Mon 2/23/26 Fri 3/13/26
231 Storefront Install Mon 3/16/26 Fri 4/3/26
232 Balcony Railing Install Mon 4/6/26 Fri 5/1/26
233 North Elevation Mon 4/27/26 Fri 8/14/26
234 Fiber Cement Siding Mon 4/27/26 Fri 6/12/26
235 Exterior Painting Mon 6/8/26 Fri 6/26/26
236 Storefront Install & Overhead Doors Mon 6/29/26 Fri 7/17/26
237 Balcony Railing Install Mon 7/20/26 Fri 8/14/26
238 West Elevation Mon 6/8/26 Thu 10/29/26
239 Fiber Cement Siding Mon 6/8/26 Fri 8/14/26
240 Exterior Painting Fri 8/14/26 Thu 9/10/26
241 Storefront Install Fri 9/11/26 Thu 10/1/26
242 Balcony Railing Install Fri 10/2/26 Thu 10/29/26
243 South Elevation Mon 8/10/26 Thu 12/17/26
244 Fiber Cement Siding Mon 8/10/26 Fri 10/9/26
245 Exterior Painting Fri 10/9/26 Thu 11/5/26
246 Storefront Install Fri 11/6/26 Thu 11/26/26
247 Balcony Railing Install Fri 11/27/26 Thu 12/17/26
248 MEP & SPRINKLER ROUGH-INS Mon 10/13/25 Fri 1/29/27
249 Sixth Floor MEP Rough In Mon 10/13/25 Wed 12/17/25
250 MEP Rough-In 6th Floor Mon 10/13/25 Fri 11/14/25
251 Fire Caulking Mon 11/17/25 Fri 11/21/25
252 Owner Venders Low Voltage Rough In Thu 11/6/25 Fri 11/14/25
253 Pre-Rock & Tub/Shower Install Thu 11/13/25 Wed 12/3/25
254 Rough-In Inspections All Trades 6th Thu 12/4/25 Wed 12/17/25
255 Fifth Floor MEP Rough In Mon 11/24/25 Wed 1/28/26
256 MEP Rough-In 5th Floor Mon 11/24/25 Fri 12/26/25
257 Fire Caulking Mon 12/29/25 Fri 1/2/26
258 Owner Venders Low Voltage Rough In Thu 12/18/25 Fri 12/26/25
10/10
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar
1st Quarter 2nd Quarter 3rd Quarter 4th Quarter 1st Quarter 2nd Quarter 3rd Quarter 4th Quarter 1st Quarter 2nd Quarter 3rd Quarter 4th Quarter 1st Quarter 2nd Quarter
Task
Split
Milestone
Summary
Project Summary
Inactive Task
Inactive Milestone
Inactive Summary
Manual Task
Duration-only
Manual Summary Rollup
Manual Summary
Start-only
Finish-only
External Tasks
External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Camp North End Moniker One Level Podium
Page 3
Project: Original Schedule
Date: Fri 4/19/24
ID Task Name Start Finish
259 Pre-Rock & Tub/Shower Install Thu 12/25/25 Wed 1/14/26
260 Rough-In Inspections All Trades 5th Thu 1/15/26 Wed 1/28/26
261 Fourth Floor MEP Rough In Mon 1/5/26 Wed 3/11/26
262 MEP Rough-In 4th Floor Mon 1/5/26 Fri 2/6/26
263 Fire Caulking Mon 2/9/26 Fri 2/13/26
264 Owner Venders Low Voltage Rough In Thu 1/29/26 Fri 2/6/26
265 Pre-Rock & Tub/Shower Install Thu 2/5/26 Wed 2/25/26
266 Rough-In Inspections All Trades 4th Thu 2/26/26 Wed 3/11/26
267 Third Floor MEP Rough In Mon 2/16/26 Wed 4/22/26
268 MEP Rough-In 3rd Floor Mon 2/16/26 Fri 3/20/26
269 Fire Caulking Mon 3/23/26 Fri 3/27/26
270 Owner Venders Low Voltage Rough In Thu 3/12/26 Fri 3/20/26
271 Pre-Rock & Tub/Shower Install Thu 3/19/26 Wed 4/8/26
272 Rough-In Inspections All Trades 3rd Thu 4/9/26 Wed 4/22/26
273 Second Floor MEP Rough In Mon 3/30/26 Wed 6/3/26
274 MEP Rough-In 2nd Floor Mon 3/30/26 Fri 5/1/26
275 Fire Caulking Mon 5/4/26 Fri 5/8/26
276 Owner Venders Low Voltage Rough In Thu 4/23/26 Fri 5/1/26
277 Pre-Rock & Tub/Shower Install Thu 4/30/26 Wed 5/20/26
278 Rough-In Inspections All Trades 2nd Thu 5/21/26 Wed 6/3/26
279 First Floor & Basement MEP Rough In (Below Podium)Mon 5/11/26 Wed 7/22/26
280 MEP Rough-In Below Podium Mon 5/11/26 Fri 6/19/26
281 Fire Caulking Mon 6/22/26 Fri 6/26/26
282 Owner Venders Low Voltage Rough In Thu 6/11/26 Wed 6/24/26
283 Pre-Rock & Tub/Shower Install Thu 6/18/26 Wed 7/8/26
284 Rough-In Inspections All Trades 1st Thu 7/9/26 Wed 7/22/26
285 Rough-In Inspections All Trades Below Podium Thu 7/9/26 Wed 7/22/26
286 Electrical Service Mon 5/18/26 Tue 10/13/26
287 Set Gear & Panels Mon 5/18/26 Fri 6/19/26
288 Set Transformers Mon 6/22/26 Tue 6/23/26
289 Pull Primary & Secondary Feeders Wed 6/24/26 Tue 7/7/26
290 Permanent Power Inspection Wed 7/8/26 Tue 7/14/26
291 Energize Permanent Power Wed 7/15/26 Tue 7/21/26
292 Power to MDP Tue 7/21/26 Tue 7/21/26
293 Distribute Power to 6th Floor Meter Bases Wed 7/22/26 Tue 8/4/26
294 Distribute Power to 5th Floor Meter Bases Wed 8/5/26 Tue 8/18/26
295 Distribute Power to 4th Floor Meter Bases Wed 8/19/26 Tue 9/1/26
296 Distribute Power to 3rd Floor Meter Bases Wed 9/2/26 Tue 9/15/26
297 Distribute Power to 2nd Floor Meter Bases Wed 9/16/26 Tue 9/29/26
298 Distribute Power to 1st Floor Meter Bases Wed 9/30/26 Tue 10/13/26
299 Power to all Floors & Units Tue 10/13/26 Tue 10/13/26
300 HVAC Mon 6/22/26 Fri 7/24/26
301 Set & Tie in Equipment on Roof Mon 6/22/26 Fri 7/10/26
302 Hook Up HVAC Equipment Electrical Mon 7/6/26 Fri 7/24/26
303 Elevators Wed 7/22/26 Fri 1/29/27
304 Power to Elevator Disconnect Wed 7/22/26 Tue 7/28/26
305 Elevator Delivery Wed 7/29/26 Thu 7/30/26
306 Install Rails Fri 7/31/26 Mon 8/17/26
307 Car Components Tue 8/18/26 Mon 10/5/26
308 Door Jambs Tue 10/6/26 Mon 10/26/26
309 Door Infill Tue 10/27/26 Fri 11/6/26
310 Cab, Doors, Controller Mon 11/9/26 Fri 12/18/26
311 Electrical & Plumbing Work Mon 12/21/26 Fri 1/1/27
312 Install Smoke Curtains Mon 1/4/27 Fri 1/8/27
313 Final Adjustments & Pre Inspection Mon 1/11/27 Fri 1/15/27
314 State Elevator Inspection Mon 1/18/27 Fri 1/29/27
315 Elevators Inspected & Operational Fri 1/29/27 Fri 1/29/27
316 Insulation, Drywall, Gypcrete Thu 12/18/25 Mon 10/5/26
317 Sixth Floor Thu 12/18/25 Thu 3/12/26
318 Insulation & Inspection Thu 12/18/25 Wed 1/7/26
319 Hang & Finish Drywall Thu 1/8/26 Wed 3/4/26
320 Gypcrete Prep & Pour Thu 3/5/26 Thu 3/12/26
321 Fifth Floor Thu 1/29/26 Thu 4/23/26
322 Insulation & Inspection Thu 1/29/26 Wed 2/18/26
323 Hang & Finish Drywall Thu 2/19/26 Wed 4/15/26
324 Gypcrete Prep & Pour Thu 4/16/26 Thu 4/23/26
325 Fourth Floor Thu 3/12/26 Thu 6/4/26
326 Insulation & Inspection Thu 3/12/26 Wed 4/1/26
327 Hang & Finish Drywall Thu 4/2/26 Wed 5/27/26
328 Gypcrete Prep & Pour Thu 5/28/26 Thu 6/4/26
329 Third Floor Thu 4/23/26 Thu 7/16/26
330 Insulation & Inspection Thu 4/23/26 Wed 5/13/26
331 Hang & Finish Drywall Thu 5/14/26 Wed 7/8/26
332 Gypcrete Prep & Pour Thu 7/9/26 Thu 7/16/26
333 Second Floor Thu 6/4/26 Thu 8/20/26
334 Insulation & Inspection Thu 6/4/26 Wed 6/17/26
335 Hang & Finish Drywall Thu 6/18/26 Wed 8/12/26
336 Gypcrete Prep & Pour Thu 8/13/26 Thu 8/20/26
337 First Floor & Basement Thu 7/23/26 Mon 10/5/26
338 Batt Insulation & Spray foam Thu 7/23/26 Wed 8/5/26
339 Hang & Finish Drywall Thu 8/6/26 Wed 9/30/26
340 Basement Area Gypcrete Prep & Pour Thu 10/1/26 Mon 10/5/26
341 Finishes Fri 3/13/26 Thu 3/25/27
342 Cold Dark Shell Thu 10/1/26 Wed 11/4/26
343 Electrical, Unit Heater, & Sprinkler Trim Out Cold Dark Shell Thu 10/1/26 Wed 10/21/26
344 Final Clean & Punch Out Thu 10/22/26 Wed 10/28/26
7/21
10/13
1/29
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Camp North End Moniker One Level Podium
Page 4
Project: Original Schedule
Date: Fri 4/19/24
ID Task Name Start Finish
345 Final Inspections Thu 10/29/26 Wed 11/4/26
346 Turn Over Cold Dark Shell Wed 11/4/26 Wed 11/4/26
347 Amenities Finishes Thu 9/17/26 Wed 2/17/27
348 Prime Walls & Finish Ceilings Thu 9/17/26 Fri 10/2/26
349 First Trim Tue 9/29/26 Mon 10/19/26
350 Cabinets & Countertops Thu 10/15/26 Fri 10/30/26
351 Ceramic Tile Mon 10/19/26 Fri 11/13/26
352 Electrical Trim & Fixture Install Mon 11/9/26 Fri 12/4/26
353 Low Voltage Trim Out & Programing Mon 11/23/26 Fri 12/4/26
354 Plumbing & HVAC Trim Out Mon 11/23/26 Fri 12/11/26
355 Sprinkler Trim Out Wed 12/9/26 Tue 12/15/26
356 Flooring Mon 12/7/26 Fri 12/25/26
357 Second Trim (Bath Accessories & Shower Doors) Mon 12/28/26 Tue 1/12/27
358 Final Paint Wed 1/13/27 Thu 1/21/27
359 Rough Clean Wed 1/20/27 Tue 1/26/27
360 Blind Installation Wed 1/27/27 Wed 1/27/27
361 Signage Installation Tue 1/26/27 Wed 1/27/27
362 Punch List Mon 1/18/27 Fri 1/29/27
363 Final Clean Thu 1/28/27 Wed 2/3/27
364 Final Inspections Thu 1/28/27 Wed 2/3/27
365 Owners FF&E Thu 2/4/27 Wed 2/17/27
366 Installation of Workout Equipment Thu 2/11/27 Wed 2/17/27
367 Early Turn Over of Amenity Spaces Wed 2/3/27 Wed 2/3/27
368 Six Floor Finishes Fri 3/13/26 Mon 10/5/26
369 6th Prime Walls & Finish Ceilings Fri 3/13/26 Mon 3/30/26
370 6th First Trim Thu 3/26/26 Fri 4/10/26
371 6th Cabinets & Countertops Wed 4/8/26 Tue 4/21/26
372 6th Ceramic Tile Wed 4/8/26 Tue 5/5/26
373 6th Electrical Trim & Fixture Install Wed 4/29/26 Tue 5/19/26
374 6th Floor Low Voltage Trim Out Wed 5/6/26 Thu 5/14/26
375 6th Plumbing & HVAC Trim Out Fri 5/15/26 Thu 6/4/26
376 6th Sprinkler Trim Out Tue 6/2/26 Mon 6/8/26
377 6th Flooring Tue 6/2/26 Mon 6/22/26
378 6th Second Trim (Bath Accessories & Shower Doors) Tue 6/23/26 Wed 7/8/26
379 6th Final Paint Thu 7/9/26 Wed 7/29/26
380 6th Rough Clean Tue 7/28/26 Mon 8/10/26
381 6th Blind Installation Fri 8/7/26 Thu 8/13/26
382 6th Floor Signage Installation Fri 8/14/26 Mon 8/17/26
383 6th Punch List Tue 8/11/26 Mon 8/24/26
384 6th Final Clean Tue 8/18/26 Mon 8/31/26
385 Owners FF&E Tue 9/29/26 Mon 10/5/26
386 Fifth Floor Finishes Fri 4/24/26 Fri 10/16/26
387 5th Prime Walls & Finish Ceilings Fri 4/24/26 Mon 5/11/26
388 5th First Trim Thu 5/7/26 Fri 5/22/26
389 5th Cabinets & Countertops Wed 5/20/26 Tue 6/2/26
390 5th Ceramic Tile Wed 5/20/26 Tue 6/16/26
391 5th Electrical Trim & Fixture Install Wed 6/3/26 Tue 6/23/26
392 5th Floor Low Voltage Trim Out Mon 6/15/26 Tue 6/23/26
393 5th Plumbing & HVAC Trim Out Wed 6/10/26 Tue 6/30/26
394 5th Sprinkler Trim Out Fri 6/26/26 Thu 7/2/26
395 5th Flooring Wed 6/24/26 Tue 7/14/26
396 5th Second Trim (Bath Accessories & Shower Doors) Wed 7/15/26 Thu 7/30/26
397 5th Final Paint Fri 7/31/26 Thu 8/20/26
398 5th Rough Clean Wed 8/19/26 Tue 9/1/26
399 5th Blind Installation Wed 8/26/26 Tue 9/1/26
400 5th Floor Signage Installation Mon 8/31/26 Tue 9/1/26
401 5th Punch List Mon 8/24/26 Fri 9/4/26
402 5th Final Clean Mon 8/31/26 Fri 9/11/26
403 Owners FF&E Mon 10/12/26 Fri 10/16/26
404 Fourth Floor Finishes Fri 6/5/26 Fri 11/27/26
405 4th Prime Walls & Finish Ceilings Fri 6/5/26 Mon 6/22/26
406 4th First Trim Thu 6/18/26 Fri 7/3/26
407 4th Cabinets & Countertops Wed 7/1/26 Tue 7/14/26
408 4th Ceramic Tile Wed 7/1/26 Tue 7/28/26
409 4th Electrical Trim & Fixture Install Wed 7/15/26 Tue 8/4/26
410 4th Floor Low Voltage Trim Out Mon 7/27/26 Tue 8/4/26
411 4th Plumbing & HVAC Trim Out Wed 7/22/26 Tue 8/11/26
412 4th Sprinkler Trim Out Fri 8/7/26 Thu 8/13/26
413 4th Flooring Wed 8/5/26 Tue 8/25/26
414 4th Second Trim (Bath Accessories & Shower Doors) Wed 8/26/26 Thu 9/10/26
415 4th Final Paint Fri 9/11/26 Thu 10/1/26
416 4th Rough Clean Wed 9/30/26 Tue 10/13/26
417 4th Blind Installation Wed 10/7/26 Tue 10/13/26
418 4th Floor Signage Installation Mon 10/12/26 Tue 10/13/26
419 4th Punch List Mon 10/5/26 Fri 10/16/26
420 4th Final Clean Mon 10/12/26 Fri 10/23/26
421 4th Owners FF&E Mon 11/23/26 Fri 11/27/26
422 Third Floor Finishes Fri 7/17/26 Fri 1/1/27
423 3rd Prime Walls & Finish Ceilings Fri 7/17/26 Mon 8/3/26
424 3rd First Trim Thu 7/30/26 Fri 8/14/26
425 3rd Cabinets & Countertops Wed 8/12/26 Tue 8/25/26
426 3rd Ceramic Tile Wed 8/12/26 Tue 9/8/26
427 3rd Electrical Trim & Fixture Install Wed 8/19/26 Tue 9/8/26
428 3rd Floor Low Voltage Trim Out Mon 8/31/26 Tue 9/8/26
429 3rd Plumbing & HVAC Trim Out Wed 8/26/26 Tue 9/15/26
430 3rd Sprinkler Trim Out Fri 9/11/26 Thu 9/17/26
11/4
2/3
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar
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External Milestone
Deadline
Critical
Critical Split
Progress
Manual Progress
Camp North End Moniker One Level Podium
Page 5
Project: Original Schedule
Date: Fri 4/19/24
ID Task Name Start Finish
431 3rd Flooring Wed 9/9/26 Tue 9/29/26
432 3rdSecond Trim (Bath Accessories & Shower Doors) Wed 9/30/26 Thu 10/15/26
433 3rd Final Paint Fri 10/16/26 Thu 11/5/26
434 3rdRough Clean Wed 11/4/26 Tue 11/17/26
435 3rd Punch List Mon 11/9/26 Fri 11/20/26
436 3rd Signage Installation Thu 11/19/26 Fri 11/20/26
437 3rd Blind Installation Mon 11/16/26 Fri 11/20/26
438 3rd Final Clean Wed 11/18/26 Tue 12/1/26
439 3rd Owner FF&E Mon 12/28/26 Fri 1/1/27
440 Second Floor Finishes Fri 8/21/26 Fri 2/12/27
441 2nd Prime Walls & Finish Ceilings Fri 8/21/26 Mon 9/7/26
442 2nd First Trim Thu 9/3/26 Fri 9/18/26
443 2nd Cabinets & Countertops Wed 9/16/26 Tue 9/29/26
444 2nd Ceramic Tile Wed 9/16/26 Tue 10/13/26
445 2nd Electrical Trim & Fixture Install Wed 9/30/26 Tue 10/20/26
446 2nd Low Voltage Trim Out Mon 10/12/26 Tue 10/20/26
447 2nd Plumbing & HVAC Trim Out Wed 10/7/26 Tue 10/27/26
448 2nd Sprinkler Trim Out Fri 10/23/26 Thu 10/29/26
449 2nd Flooring Wed 10/21/26 Tue 11/10/26
450 2nd Floor Second Trim (Bath Accessories & Shower Doors) Wed 11/11/26 Thu 11/26/26
451 2nd Final Paint Fri 11/27/26 Thu 12/17/26
452 2nd Rough Clean Wed 12/16/26 Tue 12/29/26
453 2nd Blind Installation Wed 12/23/26 Tue 12/29/26
454 2nd Signage Installation Mon 12/28/26 Tue 12/29/26
455 2nd Punch List Mon 12/21/26 Fri 1/1/27
456 2nd Final Clean Thu 12/31/26 Wed 1/13/27
457 2nd Owners FF&E Mon 2/8/27 Fri 2/12/27
458 Unit Turn Over 2-6 Fri 2/12/27 Fri 2/12/27
459 First Floor Below Podium level Finishes Thu 10/1/26 Thu 3/25/27
460 1st Prime Walls & Finish Ceilings Thu 10/1/26 Fri 10/16/26
461 1st First Trim Wed 10/14/26 Thu 10/29/26
462 1st Cabinets & Countertops Tue 10/27/26 Mon 11/9/26
463 1st Ceramic Tile Tue 10/27/26 Mon 11/23/26
464 1st Electrical Trim & Fixture Install Tue 11/17/26 Mon 12/7/26
465 1st Low Voltage Trim Out Tue 11/24/26 Wed 12/2/26
466 1st Plumbing & HVAC Trim Out Tue 11/24/26 Mon 12/14/26
467 1st Sprinkler Trim Out Thu 12/10/26 Wed 12/16/26
468 1st Flooring Tue 12/8/26 Mon 12/28/26
469 1st Second Trim (Bath Accessories & Shower Doors) Tue 12/29/26 Wed 1/13/27
470 1st Final Paint Thu 1/14/27 Wed 2/3/27
471 1st Rough Clean Tue 2/2/27 Mon 2/15/27
472 1st Blind Installation Tue 2/16/27 Mon 2/22/27
473 1st Signage Installation Fri 2/19/27 Mon 2/22/27
474 1st Punch List Fri 2/5/27 Thu 2/18/27
475 1st Final Clean Wed 2/17/27 Tue 3/2/27
476 1st Owners FF&E Fri 3/19/27 Thu 3/25/27
477 Final Inspections Tue 8/25/26 Thu 3/25/27
478 6th Floor Final Inspections Tue 8/25/26 Mon 9/28/26
479 Electrical Final Tue 8/25/26 Mon 8/31/26
480 Plumbing Final Tue 9/1/26 Mon 9/7/26
481 HVAC Final Tue 9/8/26 Mon 9/14/26
482 Fire Protection, Fire Alarm, Fire Marshal Tue 9/15/26 Mon 9/21/26
483 Building Final Tue 9/22/26 Mon 9/28/26
484 5th Floor Final Inspections Mon 9/7/26 Fri 10/9/26
485 Electrical Final Mon 9/7/26 Fri 9/11/26
486 Plumbing Final Mon 9/14/26 Fri 9/18/26
487 HVAC Final Mon 9/21/26 Fri 9/25/26
488 Fire Protection, Fire Alarm, Fire Marshal Mon 9/28/26 Fri 10/2/26
489 Building Final Mon 10/5/26 Fri 10/9/26
490 4th Floor Final Inspections Mon 10/19/26 Fri 11/20/26
491 Electrical Final Mon 10/19/26 Fri 10/23/26
492 Plumbing Final Mon 10/26/26 Fri 10/30/26
493 HVAC Final Mon 11/2/26 Fri 11/6/26
494 Fire Protection, Fire Alarm, Fire Marshal Mon 11/9/26 Fri 11/13/26
495 Building Final Mon 11/16/26 Fri 11/20/26
496 3rd Floor Final Inspections Mon 11/23/26 Fri 12/25/26
497 Electrical Final Mon 11/23/26 Fri 11/27/26
498 Plumbing Final Mon 11/30/26 Fri 12/4/26
499 HVAC Final Mon 12/7/26 Fri 12/11/26
500 Fire Protection, Fire Alarm, Fire Marshal Mon 12/14/26 Fri 12/18/26
501 Building Final Mon 12/21/26 Fri 12/25/26
502 2nd Floor Final Inspections Mon 1/4/27 Fri 2/5/27
503 Electrical Final Mon 1/4/27 Fri 1/8/27
504 Plumbing Final Mon 1/11/27 Fri 1/15/27
505 HVAC Final Mon 1/18/27 Fri 1/22/27
506 Fire Protection, Fire Alarm, Fire Marshal Mon 1/25/27 Fri 1/29/27
507 Building Final Mon 2/1/27 Fri 2/5/27
508 1st Floor Below Podium Final Inspections Fri 2/19/27 Wed 3/24/27
509 Electrical Final Fri 2/19/27 Wed 2/24/27
510 Plumbing Final Thu 2/25/27 Tue 3/2/27
511 HVAC Final Wed 3/3/27 Mon 3/8/27
512 Fire Protection, Fire Alarm, Fire Marshal Tue 3/9/27 Fri 3/12/27
513 Building Final Mon 3/15/27 Thu 3/18/27
514 Final Exterior Building & Zoning Final Fri 3/19/27 Wed 3/24/27
515 Building Turn Over to CNE Thu 3/25/27 Thu 3/25/27
2/12
CNE
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Camp North End Moniker One Level Podium
Page 6
Project: Original Schedule
Date: Fri 4/19/24

Appendix C

Previous Environmental Assessment Data Tables
Table 1
Summary of Soil Analytical Data
CAMP Brownfields Site
Statesville Avenue and Woodward Avenue
Charlotte, North Carolina
Brownfields Project No. 11044-07-060
H&H Job No. ATL.008
Sample Location Building C
Sample ID SB-01 SB-02 SB-04 SB-05 SB-06 SB-07 SB-08 SB-09 SB-10 SB-11
Date Collected 3/16/23 3/16/23 3/16/23 3/16/23 3/17/23 3/16/23 3/16/23 3/17/23 3/16/23 3/17/23
Depth (ft bgs)0-2 0-2 0-2 3-5 0-2 0-2 0-2 0-2 0-2 0-2 Range Mean
VOCs (8260D)
Acetone 0.032 0.017 J 0.016 J 0.018 J 0.015 0.016 J 0.051 0.087 0.055 0.065 0.016 J 0.010 J 25 14,000 210,000 ----
Carbon Disulfide <0.0008 <0.0009 <0.0008 <0.0008 0.001 J <0.0009 <0.0008 <0.0008 <0.0008 <0.0008 <0.0008 <0.0009 4.1 160 740 ----
Methylene Chloride <0.001 <0.002 <0.001 0.001 J,B <0.001 <0.002 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 0.025 58 650 ----
Methyl Ethyl Ketone <0.0008 <0.0009 <0.0008 <0.0008 <0.0008 <0.0009 <0.0008 0.008 J 0.004 J 0.005 J <0.0009 <0.0009 17 5,500 40,000 ----
Toluene <0.0008 <0.0009 <0.0008 <0.0008 <0.0009 <0.0009 0.002 J <0.0009 <0.0009 <0.0009 <0.0009 <0.0009 8.3 990 9,700 ----
SVOCs (8270E)
ALL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL BDL ----------
RCRA Metals (6020B/7470A)
Arsenic 1.65 0.819 0.700 1.01 0.853 0.841 1.73 0.911 1.43 1.75 1.61 2.03 5.8 0.68 3 <2.35 - 5.25 1.0-18 4.8
Barium 29.3 39.8 173 48.8 33.6 38.7 25.2 32.5 43.0 37.7 18.4 48.8 580 3,100 47,000 --50-1,000 356
Cadmium <0.0324 <0.0354 0.0344 J <0.0312 <0.0334 <0.0357 <0.0331 <0.0335 0.0431 J <0.0335 <0.0341 <0.0350 3 1.4 20 <1.12 - 1.64 1.0-10 4.3
Chromium 48.6 12.9 5.97 15.1 21.6 47.2 41.4 24.8 67.9 39.7 91.7 74.4 NE NE NE 23.4 - 70.7 7.0-300 65
Hexavalent Chromium <0.177 <0.192 <0.176 <0.174 <0.182 <0.194 <0.185 <0.182 0.504 <0.182 0.354 0.342 3.8 0.31 6.5 <2.35 - 2.18J NE NE
Trivalent Chromium 48.6 12.9 5.97 15.1 21.6 47.2 41.4 24.8 67.396 39.7 91.346 74.058 360,000 23,000 350,000 23.4 - 70.7 NE NE
Lead 9.85 6.65 4.53 6.94 5.88 9.39 11.4 7.57 11.4 11.0 5.69 19.5 NE 400 800 13.3 - 53.4 ND-50 16
Mercury 0.0358 J <0.0283 <0.0278 <0.0263 <0.0282 <0.0293 0.0641 J 0.0464 J 0.0468 J 0.0577 J 0.0302 J 0.0482 J NE 4.7 70 <0.108 - 0.303 0.03-0.52 0.121
Selenium 0.703 0.448 1.31 0.925 0.582 0.574 0.548 0.432 0.794 0.863 0.749 1.07 2.1 78 1,200 <2.41 - 7.77 <0.1-0.8 0.42
Silver 0.0251 J 0.0139 J 0.0135 J 0.0131 J 0.0347 J 0.0130 J 0.0154 J 0.0109 J 0.0255 J 0.0274 J 0.0119 J 0.0257 J 3.4 78 1,200 --ND-5.0 NE
Notes:
1) NC Department of Environmental Quality (DEQ) Preliminary Soil Remediation Goals (PSRGs) dated January 2023 and based upon TCR = 1 x 10-6 and THQ = 0.2.
2) Range of site-specific metal background concentrations collected by H&H at the Rite Aid Brownfields site on November 16, 2016 (excluding soil sample (SSB-10)
3) Range and mean values of background metals for North Carolina soils taken from Elements in North American Soils by Dragun and Chekiri, 2005. Background Cd and Ag
concentrations were taken from Southeastern and Conterminous US soils.
Compound concentrations are reported in milligrams per kilograms (mg/kg).
Compound concentrations are reported to the laboratory method detection limits.
With the exception of metals, only constituents detected in at least one sample are shown in the table above.
Bold values exceed Protection of Groundwater PSRGs.
Underlined values exceed the Residential PSRGs.
VOCs = volatile organic compounds; SVOCs = semi-volatile organic compounds; RCRA = Resource Conservation Recovery Act
-- = Not Applicable; NE = Not Established; < = below laboratory method detection limit; ft bgs = feet below ground surface.
TCR = Target Cancer Risk; THQ = Target Hazard Quotient;
J = Compound was detected above the laboratory method detection limit, but below the laboratory reporting limit resulting in a laboratory estimated concentration.
B = analyte detected in laboratory method blank.
Industrial/
Commercial
PSRGs (1)
Regional Background
Metals in Soil (3)Protection of
Groundwater
PSRGs (1)
Residential
PSRGs (1)
Site-Specific
Background Metal
Concentrations (2)
SB-03 / SB-DUP
3/16/23
0-2
Building A Building B
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/ATCO LLC - ATC/ATL-008 Woodward Ave Multi-Family/Tables/Data Tables
4/24/2023
Table 1
Hart & Hickman, PC
Table 2
Temporary Monitoring Well Construction Data
CAMP Brownfields Site
Statesville Avenue and Woodward Avenue
Charlotte, North Carolina
Brownfields Project No. 11044-07-060
H&H Job No. ATL.008
Total Well
Depth
Screened
Interval
Depth to
Groundwater
(ft bgs)(ft bgs)(ft bTOC)
TMW-1 3/16/2023 1.0 21.7 6.7 - 21.7 9.50
Notes:
TMW = temporary monitoring well; bgs = below ground surface; bTOC = below top of casing; ft = feet
Depth to groundwater measurement for TMW-1 collected on March 17, 2023.
Well ID Well Diameter
(inches)Date Installed
Hart & Hickman, PC
Table 3
Summary of Groundwater Analytical Data
CAMP Brownfields Site
Statesville Avenue and Woodward Avenue
Charlotte, North Carolina
Brownfields Project No. 11044-07-060
H&H Job No. ATL.008
Sample Location
Sample ID
Date Collected
VOCs (8260)
Acetone 5.41 5.09 6,000 NE NE
SVOCs (8270)
RCRA Metals (6020/7471)
Arsenic 1.38 1.54 10 NE NE
Barium 28.0 27.6 700 NE NE
Cadmium <0.350 <0.350 2 NE NE
Chromium (Total)1.46 1.56 10 NE NE
Lead 3.16 3.17 15 NE NE
Mercury <0.00013 <0.00013 1 0.18 0.75
Selenium <0.703 <0.703 20 NE NE
Silver <0.0570 <0.0570 20 NE NE
Notes:
1) North Carolina Department of Environmental Quality (DEQ) 15A NCAC 02L.0202 Groundwater Standards (2L Standards) (April 2022).
2) DEQ Division of Waste Management (DWM) Residential Vapor Intrusion Groundwater Screening Levels (GWSLs) (January 2023).
3) DEQ DWM Non-Residential Vapor Intrusion Groundwater Screening Levels (GWSLs) (January 2023).
With the exception of metals, only constituents detected in at least one sample are shown.
Compound concentrations are reported to the laboratory method detection limits.
Laboratory analytical methods are shown in parentheses.
VOCs = volatile organic compounds; SVOCs = semi-volatile organic compounds, RCRA = Resource Conservation and Recovery Act
NE = Not Established; NA = Not Analyzed; NTU = Nephelometric Turbidity Unit; -- = Not Applicable.
BDL = below laboratory method detection limtis.
J = Compound was detected above the laboratory method detection limit, but below the laboratory reporting limit resulting in a laboratory
estimated concentration.
Non-Residential
GWSLs (3)
NC 2L
Groundwater
Standards (1)
Residential
GWSLs (2)
Central Portion of Site
3/17/23
TMW-1 / GW-DUP
https://harthick.sharepoint.com/sites/MasterFiles-1/Shared Documents/AAA-Master Projects/ATCO LLC - ATC/ATL-008 Woodward Ave Multi-Family/Tables/Data Tables
4/3/2023 Hart & Hickman, PC
Table 4
Summary of Soil Gas Analytical Results
CAMP Brownfields Site
Statesville Avenue and Woodward Avenue
Charlotte, North Carolina
Brownfields Project No. 11044-07-060
H&H Job No. ATL.008
Sample Location
Sample ID SGV-2 SSV-1 SSV-2 SSV-3 SSV-4 SSV-5 SSV-6 SSV-7 SSV-8
Date Collected 3/16/23 3/16/23 3/16/23 3/16/23 3/16/23 3/17/23 3/16/23 3/17/23 3/16/23
Vapor Screen Installation Depth (ft bgs)5.0 - 5.5 ----------------
VOCs (TO-15) (µg/m3)
Acetone 10.2 13.0 25.2 615 408 8.62 69.2 120 82.3 1,090 279 NE NE
Benzene 2.14 2.19 5.01 0.392 J 0.690 J 0.338 J 0.306 J 0.364 J 0.590 J 0.287 J 0.265 J 12 160
1,3-Butadiene 0.789 J 0.800 J 20.3 <0.328 <0.328 <0.328 <0.328 <0.328 <0.328 <0.328 <0.328 3.1 41
Carbon Disulfide 5.63 J 5.57 J 36.0 2.13 J,B 3.18 J 0.348 J,B 3.87 J,B 6.02 J 2.26 J <0.060 2.14 J 4,900 61,000
Chloroform 0.522 J 0.478 J 0.478 J <0.086 <0.086 <0.086 <0.086 <0.086 <0.086 <0.086 <0.086 4.1 53
Cyclohexane <0.161 <0.161 8.71 54.3 153 <0.161 <0.161 5.63 14.1 7.10 21.3 42,000 530,000
1,4-Dichlorobenzene <0.186 <0.186 <0.186 0.865 J 0.685 J 1.06 J 0.685 J <0.186 0.853 J 0.775 J 0.763 J 8.5 110
Dichlorodifluoromethane 2.64 2.73 4.15 2.40 J 2.34 J 2.55 2.53 2.45 J 2.47 2.40 J 2.38 J 700 8,800
1,2-Dichloroethane <0.129 <0.129 <0.129 <0.129 <0.129 <0.129 <0.129 <0.129 <0.129 <0.129 <0.129 3.6 47
trans-1,2-Dichloroethene <0.108 <0.108 <0.108 <0.108 <0.108 <0.108 <0.108 <0.108 <0.108 <0.108 <0.108 280 3,500
1,4-Dioxane <0.435 <0.435 <0.435 <0.435 <0.435 <0.435 <0.435 <0.435 <0.435 <0.435 <0.435 19 250
Ethyl Acetate <0.136 <0.136 <0.136 <0.136 <0.136 <0.136 <0.136 <0.136 <0.136 <0.136 2.03 490 6,100
Ethylbenzene 4.26 4.23 19.7 0.616 J 0.907 J 0.642 J 0.877 J 0.434 J 0.538 J 0.529 J 0.603 J 37 490
4-Ethyltoluene 1.66 J 1.58 J 2.88 <0.128 <0.128 <0.128 <0.128 <0.128 <0.128 <0.128 <0.128 NE NE
1,1,2-Trichloro-1,2,2-trifluoroethane <0.561 <0.561 0.957 J 0.712 J <0.561 47.6 <0.561 0.605 J 0.574 J 1.07 J 1.23 J 35,000 280
Heptane 18.0 17.9 57.4 1.07 J 2.80 <0.143 0.331 J <0.143 0.389 J 0.377 J 0.627 J 2,800 8,800
n-Hexane 1.64 J 1.85 29.8 3.75 15.9 0.606 J 1.66 J 0.905 J 1.43 J 0.454 J 3.87 4,900 440,000
2-Hexanone 1.49 J 1.61 J <0.285 0.487 J <0.285 <0.285 <0.285 <0.285 <0.285 <0.285 <0.285 210 2,600
Isopropyl Alcohol 1.57 J 1.99 J 12.8 14.1 9.92 4.13 J,B 7.62 8.62 6.01 9.22 7.48 1,400 18,000
Methyl Ethyl Ketone (MEK)1.49 1.78 5.63 1.97 B 2.90 1.05 J,B 1.12 J,B 2.07 4.46 2.54 1.77 35,000 440,000
4-Methyl-2-Pentanone 0.938 J 0.950 J 1.96 J 1.51 J 0.520 J <0.121 <0.121 <0.121 0.729 J 1.00 J 0.540 J 21,000 260,000
Methylene Chloride <0.488 1.25 J 30.4 11.1 5.52 9.35 11.1 1.36 J 3.37 0.823 J 5.60 3,400 53,000
Naphthalene 1.89 J 1.87 J 1.32 J 0.660 J <0.183 <0.183 11.5 3.07 0.435 J 0.791 J 0.912 J 2.8 36
Propene 12.6 12.6 290 <0.242 15.2 <0.242 <0.242 <0.242 <0.242 <0.242 <0.242 21,000 260,000
Styrene 0.319 J 0.315 J 0.655 J 0.519 J 0.553 J 0.702 J 0.408 J <0.124 0.596 J 0.460 J 0.511 J 7,000 88,000
Tetrachloroethene 0.630 J 0.718 J 0.963 J 6.12 1.49 J 1.74 J 3.32 J <0.181 4.18 6.55 1.55 J 280 3,500
Tetrahydrofuran 0.250 J 0.345 J <0.107 <0.107 1.07 J 0.781 J 0.380 J 0.867 J 0.875 J 2.08 0.232 J 14,000 180,000
Toluene 21.6 21.3 28.8 69.5 96.2 2.86 B 17.8 7.52 23.3 17.4 36.0 35,000 440,000
1,1,1-Trichloroethane <0.144 <0.144 <0.144 1.76 J <0.144 <0.144 <0.144 <0.144 0.436 J <0.144 <0.144 35,000 440,000
1,1,2-Trichloroethane <0.087 <0.087 <0.087 <0.087 <0.087 <0.087 <0.087 <0.087 <0.087 <0.087 <0.087 1.4 18
Trichloroethene <0.199 <0.199 <0.199 <0.199 <0.199 <0.199 <0.199 <0.199 <0.199 <0.199 <0.199 14 180
Trichlorofluoromethane 1.56 J 1.61 J 30.6 1.80 J 1.50 J 1.55 J 1.71 J 2.19 J 1.60 J 3.11 3.16 NE NE
1,2,4-Trimethylbenzene 4.84 4.91 8.54 0.776 J 0.820 J 0.983 J 0.963 J 0.693 J 0.875 J 0.909 J 0.988 J 420 5,300
1,3,5-Trimethylbenzene 1.40 J 1.45 J 2.35 J <0.236 <0.236 <0.236 <0.236 <0.236 <0.236 <0.236 <0.236 420 5,300
Vinyl Chloride <0.127 <0.127 <0.127 <0.127 <0.127 <0.127 <0.127 <0.127 <0.127 <0.127 <0.127 5.6 280
o-Xylene 5.08 5.17 21.2 0.950 J 1.16 J 1.13 J 1.21 J 0.651 J 0.859 J 0.924 J 0.968 J 700 8,800
mp-Xylene 12.7 12.7 69.4 <0.217 1.03 J <0.217 0.694 J <0.217 <0.217 <0.217 <0.217 700 8,800
Xylene (Total)17.8 17.9 90.6 0.950 J 2.19 J 1.13 J 1.90 J 0.651 J 0.859 J 0.924 J 0.968 J 700 8,800
Notes:
1) North Carolina Department of Environment Quality (DEQ) Division of Waste Management (DWM) Residential Sub-Slab and Exterior Soil Gas Screening Levels (SGSLs) (January 2023).
2) North Carolina Department of Environment Quality (DEQ) Division of Waste Management (DWM) Non-Residential Sub-Slab and Exterior Soil Gas Screening Levels (SGSLs) (January 2023).
Only constituents detected in at least one sample are shown.
Compound concentrations are reported to the laboratory method detection limits.
Bold values exceed the Residential SGSL.
NE = Not Established; ft bgs = feet below ground surface.
J = estimated value between the laboratory method detection limit and the laboratory reporting limit.
B = analyte detected in laboratory method blank
Building A
Residential
SGSLs (1)
Non-Residential
SGSLs (2)3/17/23
SGV-1 / SGV-DUP
5.0 - 5.5
Hart & Hickman, PC
Table 4
Summary of Soil Gas Analytical Results
CAMP Brownfields Site
Statesville Avenue and Woodward Avenue
Charlotte, North Carolina
Brownfields Project No. 11044-07-060
H&H Job No. ATL.008
Sample Location Building C
Sample ID SGV-3 SSV-9 SSV-10 SSV-11 SSV-12 SSV-13 SSV-14 SSV-15 SSV-16 SSV-17
Date Collected 3/17/23 3/17/23 3/17/23 3/17/23 3/17/23 3/17/23 3/17/23 3/17/23 3/16/23 3/17/23
Vapor Screen Installation Depth (ft bgs)5.0 - 5.5 ------------------
VOCs (TO-15) (µg/m3)
Acetone 65.1 464 7.75 24.1 178 65.3 20.7 16.1 17.2 319 NE NE
Benzene 23.8 0.370 J 0.265 J 0.511 J 0.303 J <0.073 0.386 J 0.303 J <0.073 0.594 J 12 160
1,3-Butadiene <0.328 <0.328 <0.328 <0.328 <0.328 <0.328 <0.328 <0.328 <0.328 <0.328 3.1 41
Carbon Disulfide 78.9 0.622 J,B 0.274 J 0.345 J 0.242 J <0.060 2.92 J 2.78 J,B 0.289 J 2.54 J,B 4,900 61,000
Chloroform 0.786 J <0.086 <0.086 <0.086 2.75 <0.086 <0.086 <0.086 <0.086 <0.086 4.1 53
Cyclohexane 19.8 16.9 <0.161 <0.161 2.11 J <0.161 <0.161 <0.161 <0.161 <0.161 42,000 530,000
1,4-Dichlorobenzene 0.679 J 0.559 J 0.517 J 1.00 J <0.186 <0.186 0.547 J 0.685 J 0.432 J 0.709 J 8.5 110
Dichlorodifluoromethane 1.18 J 2.41 J 2.42 J 2.49 2.34 J 2.57 2.57 2.68 2.37 J 2.81 700 8,800
1,2-Dichloroethane 0.348 J <0.129 <0.129 <0.129 <0.129 <0.129 <0.129 <0.129 <0.129 <0.129 3.6 47
trans-1,2-Dichloroethene <0.108 <0.108 <0.108 <0.108 <0.108 <0.108 <0.108 <0.108 <0.108 3.51 280 3,500
1,4-Dioxane <0.435 <0.435 <0.435 <0.435 <0.435 <0.435 <0.435 <0.435 <0.435 5.40 19 250
Ethyl Acetate 1.74 J <0.136 <0.136 <0.136 <0.136 <0.136 <0.136 <0.136 <0.136 <0.136 490 6,100
Ethylbenzene 61.5 0.451 J <0.106 0.816 J 1.79 J <0.106 0.490 J 0.481 J 0.329 J 0.395 J 37 490
4-Ethyltoluene 24.7 <0.128 <0.128 0.363 J <0.128 <0.128 <0.128 <0.128 <0.128 <0.128 NE NE
1,1,2-Trichloro-1,2,2-trifluoroethane <0.561 0.605 J 185 165 612 66.1 15.9 4.40 17.5 8.50 35,000 280
Heptane 364 0.467 J <0.143 <0.143 <0.143 <0.143 <0.143 <0.143 <0.143 <0.143 2,800 8,800
n-Hexane 27.4 1.47 J <0.047 0.278 J 0.296 J 0.458 J 0.303 J <0.047 2.14 0.370 J 4,900 440,000
2-Hexanone <0.285 <0.285 <0.285 0.348 J <0.285 <0.285 <0.285 <0.285 <0.285 <0.285 210 2,600
Isopropyl Alcohol 11.4 8.66 3.35 J 5.08 14.3 7.74 3.50 J 3.06 J,B 6.84 17.8 1,400 18,000
Methyl Ethyl Ketone (MEK)16.3 2.32 B 0.737 J 1.89 1.38 J 1.13 J,B 1.33 J 1.32 J,B 0.970 J 2.22 B 35,000 440,000
4-Methyl-2-Pentanone 5.13 0.364 J <0.121 <0.121 <0.121 <0.121 <0.121 0.290 J <0.121 0.856 J 21,000 260,000
Methylene Chloride 7.62 5.96 <0.488 1.91 <0.488 2.86 2.33 8.26 3.73 12.5 3,400 53,000
Naphthalene 1.04 J 0.497 J 0.608 J <0.183 2.34 J <0.183 <0.183 <0.183 0.429 J 0.665 J 2.8 36
Propene 159 <0.242 <0.242 <0.242 <0.242 <0.242 <0.242 <0.242 <0.242 <0.242 21,000 260,000
Styrene 1.04 J 0.366 J <0.124 0.664 J <0.124 <0.124 0.366 J 0.406 J <0.124 0.408 J 7,000 88,000
Tetrachloroethene 1.93 J 0.847 J 2.27 J 2.90 J 1.80 J 2.96 J 2.44 J 0.651 J 0.969 J 1.99 J 280 3,500
Tetrahydrofuran 8.58 0.946 J <0.107 0.595 J <0.107 <0.107 <0.107 0.569 J <0.107 <0.107 14,000 180,000
Toluene 270 27.0 1.62 J,B 3.80 B 4.52 B 2.96 B 3.46 B 3.19 B 3.12 B 3.99 35,000 440,000
1,1,1-Trichloroethane <0.144 <0.144 <0.144 <0.144 1.75 J <0.144 5.65 1.22 J <0.144 <0.144 35,000 440,000
1,1,2-Trichloroethane 0.605 J <0.087 <0.087 <0.087 <0.087 <0.087 <0.087 <0.087 <0.087 <0.087 1.4 18
Trichloroethene <0.199 <0.199 <0.199 <0.199 <0.199 <0.199 0.612 J <0.199 <0.199 <0.199 14 180
Trichlorofluoromethane 0.629 J 1.58 J 1.54 J 1.66 J 3.06 3.14 3.75 2.93 1.53 J 2.25 J NE NE
1,2,4-Trimethylbenzene 86.3 0.560 J 0.525 J 1.82 J 2.05 J <0.110 0.835 J 0.717 J 0.594 J 0.673 J 420 5,300
1,3,5-Trimethylbenzene 26.3 <0.236 <0.236 0.452 J 1.05 J <0.236 <0.236 <0.236 <0.236 <0.236 420 5,300
Vinyl Chloride 125 <0.127 <0.127 <0.127 <0.127 <0.127 <0.127 <0.127 <0.127 <0.127 5.6 280
o-Xylene 73.8 0.673 J 0.499 J 1.55 J 7.49 <0.157 0.733 J 0.903 J 0.577 J 0.690 J 700 8,800
mp-Xylene 207 <0.217 <0.217 1.12 J 16.3 <0.217 <0.217 <0.217 <0.217 <0.217 700 8,800
Xylene (Total)281 0.673 J 0.499 J 2.67 J 23.8 <0.157 0.733 J 0.903 J 0.577 J 0.690 J 700 8,800
Notes:
1) North Carolina Department of Environment Quality (DEQ) Division of Waste Management (DWM) Residential Sub-Slab and Exterior Soil Gas Screening Levels (SGSLs) (January 2023).
2) North Carolina Department of Environment Quality (DEQ) Division of Waste Management (DWM) Non-Residential Sub-Slab and Exterior Soil Gas Screening Levels (SGSLs) (January 2023).
Only constituents detected in at least one sample are shown.
Compound concentrations are reported to the laboratory method detection limits.
Bold values exceed the Residential SGSL.
NE = Not Established; ft bgs = feet below ground surface.
J = estimated value between the laboratory method detection limit and the laboratory reporting limit.
B = analyte detected in laboratory method blank.
Non-Residential
SGSLs (2)
Residential
SGSLs (1)
Building B
Hart & Hickman, PC

Appendix D

Preliminary Site Grading Plan and Cut/Fill Analysis
Job: 1020143-Agtek- Interim
Units: Ft-CY
Fri Sep 1, 2023 14:35:11 Page 1

Volume Report
Subgrade vs Stripped

Area Volume Comp/Ratio Compact Export Change
Total Cut Fill OnGrade Cut Fill Cut Fill Cut Fill -Import Per 0.1 ft
-REPORT REGION 226,784 192,614 30,644 3,526 24,160 1,800 1.00 1.15 24,160 2,070 22,090 966

-REPORT REGION 82,550 4,370 77,044 1,136 104 18,109 1.00 1.15 104 20,825 -20,721 352
Regions Total 309,334 196,984 107,688 4,662 24,264 19,909 24,264 22,895 1,369 1,318

Plane Slope
Stripping Qtys Area Area Depth Volume
-STRIPPING 82,549 84,094 0.500 1,557

-STRIPPING 226,782 227,924 0.500 4,221

Stripping Total 309,331 312,018 5,778

Plane Slope
Sectional Qtys Area Area Depth Volume
-BUILDING 141,844 142,018 1.000 5,260

-ROADWAY 4,327 4,347 1.000 161

-ROADWAY 27,839 27,913 1.000 1,034

-ROADWAY 29,807 29,957 1.000 1,110

Sectional Total 203,817 204,235 7,565
1.50
1.40
1.30
1.20
1.10
1.00
0.90
0.80
0.70
0.60
0.50
0.40
0.30
0.20
0.10
± .050
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
1.10
1.20
1.30
1.40
1.50
5,500 SF
LEASING/ AMENITY
11,132 SFRETAIL
5,003 SFCO-WORKING
UP
U
724
724
724
724
724
724
72
472
3
72
2
72
1
71
9
71
8
71
7
71
6
71
4 724
723
722
721
719
718
721
722
723
713712711
724723
722
72
5 72
6
72
7
727
727
72
8
72
9
73
0
73
1
73
2
73
3
734
73
5
73
6
73
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73
8
739
72
8
729
730
731
732
733
734
735
736
737
738
73
8
738
73
9
74
0
74
0
741
73
9
72
5
72
6
72
7
728
9/1/2023 2:52 PM CFRANKLIN \\CORP.LANDDESIGN.COM\LDCORPDATA\PROJECTS\CLT\_2020\1020143\CAD\EXHIBITS\2023-08-23-CNE PH II INTRIM GRADING EXHIBIT.DWG
PN1020143 | 09.01.2023 | ATCO
CAMP NORTH END ▪ CHARLOTTE, NC ▪ PH II MASTERPLAN - GRADING EXHIBIT
SCALE:1"=60'
30'60'90'150'0
25,0000 CUBIC YARDS TO CUT
CAMP ROADEX. BUILDING 7
TO REMAIN
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THE RACEWAY
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EX. BOILER &
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TIE TO EX. ASPHALT CONNECTION
EX. WOODWARD PARKING LOT TO REMAIN
EX. STAIR TO BE REMOVED
EX. 39 GRANITE TO REMAIN
PORTION OF LOADING DOCK
RAMP TO BE REMOVED
ACCESS TO BUILDING 10 PARKING LOT TO
BE REMOVED WITH INTERIM FILL CONDITION
PROP. SAW CUT
EX. BUILDING 10 PARKING LOT TO BE
SAWCUT AND REMOVED
EX. RETAINING WALL
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25,000 CUBIC YARDS TO FILL
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