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Home My WebLink About18028_955 Brookstown_EMP_20170217ENVIRONMENTAL MANAGEMENT PLAN WEST END STATION APARTMENTS For Brownfield Properties: West End Ventures 322 North Green Street (BPN: 09020-05-34) & Brookstown 955 Brookstown Avenue (BPN: 18028-14-34) Winston-Salem, NC Prepared For: CCC West End Station / DPJ Residential LLC Date: February 17, 2017 Prepared By: Piedmont Industrial Services, Inc. 1680 Lowery Street Winston-Salem, NC 27101 (336) 722-6505 ________________ Tom Lennon Project Manager, P.G. i TABLE OF CONTENTS 1.0 Environmental Management Plan 1-15 LIST OF TABLES 1 Proposed Construction Schedule 2 Cut-Fill Summary Table LIST OF FIGURES 1 USGS Topographic Map 2 Site Layout Map 3 West End Station - Proposed Site Layout Map 4 West End Station Rendering 5 West End Station- Grading Plan Cut/Fill Exhibit 6 Proposed Sample Locations- Work Plan LIST OF APPENDICES A Draft Final Plat Map B Draft Civil Engineering Plans C Architectural Plans D ECS Asbestos Inspection Report E Environmental Data for 322 North Green Street -BPN: 09020-05-34 F Environmental Data for 955 Brookstown Avenue- BPN: 18028-14-34 G Proposed Brownfield Work Plan H Contingency Plan for Unknown Conditions 1 EMP Form ver.1, October 23, 2014 NORTH CAROLINA BROWNFIELDS PROGRAM ENVIRONMENTAL MANAGEMENT PLAN This form is to be used to prepare an Environmental Management Plan (EMP) for projects in the North Carolina Brownfields Program at the direction of a project manager for the program. Prospective Developers and/or their consultants must complete and submit this form and all pertinent attachments to their project manager prior to any site earthmoving or other development related activities. For the resultant EMP to be valid for use, it must be completed, reviewed by the program, and signed by all signers at the bottom. Consult your project manager if you have questions. GENERAL INFORMATION Date: 2/17/2017 Brownfields Assigned Project Name: The proposed development is for the construction of an apartment complex. It will be comprised of two existing Brownfield properties: Brookstown (BPN # 18028-14-34) and West End Ventures LLC (BPN # 09020-05-34). Both properties are located in the Winston-Salem, downtown business district. The properties are located at 955 Brookstown Avenue and 322 North Green Street (see Figure 1). The proposed development is for the West End Station Apartments. The proposed will include the entire 955 Brookstown property (1.83 acres) and a portion of Tract 2 (322 North Green- southern 2.43 acres) of the West End Ventures Brownfield site (see Figure 2). Both properties are currently owned by Fourth Street Ventures LLC. The plan is to subdivide the 322 North Green St, property and combined it with the entire 955 Brookstown Avenue property for the development of the proposed apartment complex (totaling 4.259 acres). The address will be known as 206 North Green Street. A draft final plat map for the proposed development is contained in Appendix A.Fourth Street Ventures LLC will retain ownership of the north portion of the 322 North Green Street property (1.19 acres) for future development. Brownfields Project Number: Brookstown (18028-14-34) & West End Ventures LLC (09020-05-34) Brownfields Property Address: Both properties are located in the Winston-Salem, downtown business district (Figure 1). The properties are located at 955 Brookstown Avenue and 322 North Green Street (see Figure 2). The 332 North Green Street property is planned to be subdivided prior to sale. Fourth Street Ventures LLC will retain ownership of the northern portions of the property (approximately 1.19 acres) in the former location of the Folwer Apartments and Office Buildings (see Figure 2 & Appendix A). Brownfields Property Area (acres): As seen in Figure 2, the proposed development will combined the 955 Brookstown property (1.83 acres) along with southern portion (2.43 acres) of the 322 North Green Street property. The plan is to subdivide the 322 North Green St, property and combined the it with the 955 Brookstown property for the development of the proposed West End Station apartment complex (totaling 4.259 acres). The address will be known as 206 North Green Street. A draft final plat map for the proposed development is contained in Appendix A. Is Brownfields Property Subject to RCRA Permit? ☐ Yes X No If yes enter Permit No.: Click here to enter text. 2 EMP Form ver.1, October 23, 2014 Is Brownfields Property Subject to a Solid Waste Permit? ☐ Yes X No If yes, enter Permit No.: Click here to enter text. COMMUNICATIONS Prospective Developer (PD): CCC West End Station LLC (an entity owned by Chaucer Creek Capital LLC) William M. McClatchey, Jr. 3605 Glenwood Ave Suite 445 Raleigh, NC 27612 Phone Numbers: Office: (919) 926-1872 …..Mobile: Click here to enter text. Email: billy@chaucercreek.com Primary PD Contact: DPJ Residential, LLC. Porter Jones 1539 Tippah Park Court, Charlotte, NC 28205 Phone Numbers: Office: (980) 226-5381 Mobile: (404) 735-2134 Email: pjones@dpjresidential.com Environmental Consultant: Piedmont Industrial Services, Tom Lennon, 1680 Lowery Street, Winston- Salem, NC 27101 Phone Numbers: Office: 336-722-6505…..Mobile: 336-34-0597 Email: t.lennon@pis-inc.com Brownfields Program Project Manager: James Rudder Office: 919-707-8381 Email: james.rudder@ncdenr.gov Other DENR Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch, Hazardous Waste, Solid Waste): Click here to enter text. NOTIFICATIONS TO THE BROWNFIELDS PROGRAM Advance Notification Times to Brownfields Project Manager: Check each box to accept minimum notice periods (in calendar days) for each type of onsite task: On-site assessment or remedial activities: Within 10 days X Construction or grading start: Within 10 days X Discovery of stained soil, odors, USTs, buried drums or waste, landfill, or other signs of previously unknown contamination: Within 48 hours X Implementation of emergency actions (e.g. dewatering, flood, or soil erosion control measures in area of contamination, venting of explosive environments): Within 48 hours X Installation of mitigation systems: Within 10 days X Other notifications as required by local, state or federal agencies to implement redevelopment activities: (as applicable): Within 30 days X 3 EMP Form ver.1, October 23, 2014 REDEVELOPMENT PLANS 1)Type of Redevelopment (check all that apply): x Residential ☐ Recreational ☐ Institutional ☐ Commercial ☐ Office ☐Retail ☐ Industrial ☐Other specify: Click here to enter text. 2)Summary of Redevelopment Plans (attach conceptual or detailed plans as available): a)Do plans include demolition of structure(s)?: x Yes ☐ No ☐ Unknown b)Do plans include removal of building foundation slab(s) or pavement: x Yes ☐ No ☐ Unknown c)Provide brief summary of redevelopment plans, including demolition, removal of building slabs/pavement and other structures: The proposed West End Station apartment complex will be a five story apartment building that will contain 210 residential apartment units (see Figure 3). As indicated in figure 3, an open air parking garage will be located beneath the western portion of structure, over the entire Brookstown portion of the site. The most recent civil engineering plans for the proposed earthwork and grading are included in Appendix B. A copy of the most recent architectural site plans are included in Appendix C. Development plans include the demolition and removal of all remaining building structures, building slabs and paved surfaces on the proposed property. An asbestos assessment was completed for the site by ECS Carolinas LLP (See Appendix D). Prior to demolition of building structures, asbestos abatement will be completed in accordance with all local, state and federal requirements. 3)Which category of risk-based screening level is used or is anticipated to be specified in the Brownfields Agreement? x Residential ☐ Non-residential or Industrial/Commercial Note: If children frequent the property, residential screening levels shall be cited in the Brownfields Agreement for comparison purposes. 4)Schedule for Redevelopment (attach construction schedule): a)Phase I start date and anticipated duration (specify activities during each phase): 2/28/2017 See Table1 for details. b)If applicable, Phase 2 start date and anticipated duration (specify activities during each phase): c)Additional phases planned? If yes, specify activities if known: ☐Yes X No ☐ Not in the foreseeable future ☐Decision pending d)Provide the planned date of occupancy for new buildings: March of 2018 4 EMP Form ver.1, October 23, 2014 CONTAMINATED MEDIA Contaminated Media (attach tabulated data summaries for each impacted media and figure(s) with sample locations): Part 1. Soil: x Yes ☐ No ☐ Suspected Part 2. Groundwater: x Yes ☐ No ☐ Suspected Part 3. Surface Water: ☐Yes x No ☐ Suspected Part 4. Sediment: ☐Yes x No ☐ Suspected Part 5. Soil Vapor: x Yes ☐ No ☐ Suspected Part 6. Sub-Slab Soil Vapor: ☐Yes x No ☐ Suspected Part 7. Indoor Air: ☐Yes x No ☐ Suspected PART 1. SOIL – Please fill out the information below, using detailed site plans, if available, or estimate using known areas of contaminated soil and a conceptual redevelopment plan. Provide a figure overlaying new construction onto figure showing contaminated soil and groundwater locations. 1)Known or suspected contaminants in soil (list specific compounds): No known environmentally impacted soils currently exist on the North Green Street portion of the property to be included in the proposed site development. Environmental impacts for this Brownfield property were predominantly associated with other nearby portions of the West End Brownfield property that are not included in the proposed site. However, approximately 50 cubic yards of petroleum impacted soils were removed and disposed of as the result of the closure of an AST (waste oil) that was located adjacent to the Modern Chevrolet warehouse that is located on the subject site. The location of the former AST is presented in Figure 2. Additional details regarding the AST closure are presented in Appendix E. As indicated in Appendix E, laboratory testing completed after the AST closure efforts did not indicate the need for additional remedial action. As indicated in Appendix E, previous assessment activities also indicate that soil and groundwater petroleum impacts still remain beneath the condominiums currently located on the adjacent property were the Former Modern Chevrolet showroom and garage was located and the northern portion of the 322 North Green Street property not included in this development (see Figure 2- Former Fowler Office Building and Apartments). Based on available data, these impacts are not suspected to have impacted the subject site. A Notice of Residual Petroleum (NORP) was placed on these properties in addition to the Brownfield Agreement. A summary of environmental data for the 955 Brookstown portion of the site is presented in Appendix F. As indicated in the attached report, petroleum impacted soils currently exist in the vicinity of the of the former Fritz Motors facility, near the intersection of Brookstown Avenue and Burke Street (see Figure 2). Results of the assessment activities indicated the presence of petroleum impacted soils in borings (SB1-SB-6) installed in the vicinity of the former gasoline UST basin (Figure 1 & Table 1- Appendix F). Detected soil impacts ranged from 3 to 25 feet below surface grade and were evidenced below NCDENR-DWM residential MSCCs. In addition to the above, groundwater and soil vapor contamination due to an off-site chlorinated solvent release was identified in this area (see figure 2 – Area of Vapor Concern). No petroleum impacts were evidenced in the collected groundwater samples above 15A NCAC 2L groundwater standards. 2)Depth of known or suspected contaminants (feet): North Green Portion of Site: Currently no known soil impacts exist on this portion of the site. To be confirmed pending the results of the proposed Brownfield Work Plan presented in Appendix G. Brookstown Portion of Site: Petroleum 5 EMP Form ver.1, October 23, 2014 impacted soils exist in the northwestern portion of the site at depths ranging from 3-25 feet below surface grade (see Figure 5). 3)Area of soil disturbed by redevelopment (square feet): Extensive grading is anticipated for this project. The affected area would include essentially the entire property (approximately 185,530 square feet or 4.26 acres). With the exception of the installation of utility trenches and storm water control devices, it is not anticipated that impacted soils will be disturbed as a result of the property redevelopment. As indicated in the Cut/Fill Exhibit present in Figure 5, the area of the site containing known petroleum impacts is not located in area requiring substantial excavation. 4)Depths of soil to be excavated (feet): See Figure 5 and Table 2. 5)Estimated volume of soil (cubic yards) to be excavated (attach grading plan): Approximately 12,453 cubic yards of soil (cut) are planned to be excavated from the North Green portion of the site to be used as fill predominantly on the Brookstown portion of the site (see Figure 5). Results of the proposed assessment presented in Appendix G is intended to provide laboratory data necessary for the prescreening of these soils to determine their suitability for this purpose. 6)Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants: With the exception of the installation of utility trenches and storm water control devices, installed in the vicinity of the Former Fritz Motors facility (See Figure 5), at this time, no significant grading or excavation in areas of suspected soil contamination are planned for the proposed redevelopment activities. However, all excavated soils removed from the Area of Vapor Concern depicted in Figure 5, will be segregated and will remain on this portion of the site, be disposed of at an appropriate off- site location or used as backfill elsewhere on the site pending approval by the NCDENR. 7)Estimated volume of contaminated soil expected to be disposed of offsite, if applicable: The volume of impacted soils anticipated to be excavated is currently unknown, but is considered to be minimal. However, it is currently anticipated that approximately 2,000 cubic yards of unsuitable surface soils may require off-site disposal. These soils will be disposed of at the Hanes Mill Landfill (subtitle D), pending approval from the landfill and/or potentially used as backfill elsewhere on the site pending NCDENR approval. IMPORTED FILL SOIL 1)Will fill soil be imported to the site? X Yes ☐ No ☐ Unknown 2)If yes, what is the estimated volume of fill soil to be imported? Approximately 12,453 cubic yards of soil (cut) are planned to be excavated from the North Green portion of the site to be used as fill predominantly on the Brookstown portion of the site (see Figure 5). Results of the proposed assessment presented in Appendix G is intended to provide laboratory data necessary for the prescreening of these soils to determine their suitability for this purpose. Based on current plans, approximately 100 cubic yards of additional imported fill materials may be required to complete the grading activities. 3)If yes, what is the depth of fill soil to be used at the property? See Figure 5 and Table 2 If a range of depths, please list the range. 4)PRIOR TO ITS PLACEMENT AT THE BROWNFIELDS PROPERTY, provide plan to analyze fill soil to demonstrate that it meets acceptable standards and can be considered clean for use at the Brownfields property (Check all that apply): X Volatile organic compounds (VOCs) by EPA Method 8260 X Semi-volatile organic compounds (SVOCs) by EPA Method 8270 6 EMP Form ver.1, October 23, 2014 X Metals RCRA List (8) (arsenic, barium, cadmium, chromium (speciated), mercury, lead, selenium and silver) ☐Metals –Hazardous Substance List -14 (antimony, arsenic, beryllium, cadmium, chromium (speciated according to IHSB protocol), copper, lead, manganese, mercury, nickel, selenium, silver, thallium, and zinc) ☐Metals – EPA Priority Pollutant List – 13 (arsenic, beryllium, cadmium, chromium (speciated according to IHSB protocol), copper, mercury, nickel, lead, antimony, selenium, silver, thallium, and zinc) ☐Other Constituents & Analytical Method: Click here to enter text. X Known borrow material (DESCRIBE SOURCE AND ATTACH SAMPLING PROFILE): As previously indicated, the majority of borrow material for this project will come from the West End Brownfield portion of the site. Results of the proposed assessment presented in Appendix G is intended to provide laboratory data necessary for the prescreening of these soils to determine their suitability for this purpose. Any additional borrow materials needed will receive laboratory testing in accordance with the methods indicated above. MANAGING ONSITE SOIL 1)If soil in known or suspected areas of contamination 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). 2)HAZARDOUS WASTE DETERMINATION – 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 X No If yes, explain why below, including the level of knowledge regarding processes generating the waste( include pertinent analytical results as needed). Click 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 X No NOTE: IF SOIL MEETS THE DEFINITION OF A LISTED HAZARDOUS WASTE AND EXCEEDS THE CONTAINED-OUT LEVELS IN ATTACHMENT 1 TO THE NORTH CAROLINA CONTAINED-IN POLICY THE SOIL MAY NOT BE RE-USED ON SITE AND MUST BE DISPOSED OF IN ACCORDANCE WITH DENR HAZARDOUS WASTE SECTION RULES AND REGULATIONS. 3)HAZARDOUS WASTE DETERMINATION – Does the soil contain a CHARACTERISTIC WASTE?: ☐Yes X No If yes, mark reason(s) why below (and include pertinent analytical results). ☐Ignitability ☐Corrosivity ☐Reactivity 7 EMP Form ver.1, October 23, 2014 ☐Toxicity ☐TCLP results ☐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) If no, explain rationale: Currently, no known soil impacts are known to exist that would exhibit contaminant concentrations that would be indicative of a hazardous waste. NOTE: IF SOIL MEETS THE DEFINITION OF A CHARACTERISTIC HAZARDOUS WASTE, THE SOIL MAY NOT BE RE-USED ON SITE AND MUST BE DISPOSED OF IN ACCORDANCE WITH DENR HAZARDOUS WASTE SECTION RULES AND REGULATIONS. 4)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): X Preliminary Health-Based Residential SRGs Click here to enter a date. ☐Preliminary Health-Based Industrial/Commercial SRGs Click here to enter a date. ☐Site-specific risk-based cleanup level, or acceptable concentrations determined via calculated cumulative risk. Enter details of methods used for determination/explanation: Click here to enter text. 5)Check the following action(s) to be taken during excavation and management of said soils: ☐Manage fugitive dust from site: ☐Yes X No If yes, describe method; If no, explain rationale: In the event that potentially impacted soil is encountered during site redevelopment, the contractor will take into account conditions such as wind speed, wind direction, and moisture content of soil. Stockpiles of impacted soil will be covered with plastic sheeting when not in use (and overnight) to control dust levels and stormwater erosion. ☐Field Screening: X Yes ☐ No If yes, describe method; If no, explain rationale: During the grading activities, the Environmental Consultant will visit the site a daily basis to observe the grading activities and complete field screening on excavated soils. Field screening will include headspace analysis off collected samples to be conducted with a photo- ionization detector (PID). X Soil Sample Collection: X Yes ☐ No If yes, describe method (e.g., in-situ grab, composite, stockpile, etc.); If no, explain rationale: During the grading activities, the Environmental Consultant will visit the site a daily basis to observe the grading activities and complete field screening on excavated soils. Field screening will include headspace analysis off collected in-situ grab samples to be conducted with a photo- ionization detector (PID). In addition, potentially impacted soils may be segregated and soil samples may be collected for laboratory analysis as needed. 8 EMP Form ver.1, October 23, 2014 X Stockpile impacted soil in accordance with NCDENR IHSB protocol in the current version of the “Guidelines for Assessment and Cleanup”, and providing erosion control, prohibiting contact between surface water/precipitation and contaminated soil, and preventing contaminated runoff. Explain any variances: In the event any potential contaminated soils are encountered during construction activities, these soils will be segregated and stockpiled under plastic in accordance with NCDENR IHSB protocol. Representative soil samples will be collected and analyzed by the methods indicated below. Any impacted soils will either be transported off site for proper disposal or pre-approved by the NCDENR for re-use as fill within the Brownfield property from which it was sourced. x Analyze potentially impacted soil for the following chemical analytes: x Volatile organic compounds (VOCs) by EPA Method 8260 x Semi-volatile organic compounds (SVOCs) by EPA Method 8270 x Metals RCRA List (8) (arsenic, barium, cadmium, chromium (speciated), mercury, lead, selenium and silver) ☐Metals –Hazardous Substance List -14 (antimony, arsenic, beryllium, cadmium, chromium (speciated according to IHSB protocol), copper, lead, manganese, mercury, nickel, selenium, silver, thallium, and zinc) ☐Metals – EPA Priority Pollutant List – 13 (arsenic, beryllium, cadmium, chromium (speciated according to IHSB protocol), copper, mercury, nickel, lead, antimony, selenium, silver, thallium, and zinc) ☐Other Constituent(s) & Analytical Method(s): Click here to enter text. X Proposed Measures to Obtain Pre-Approval for Reuse of Impacted Soil within the Brownfields Property Boundary X Provide documentation of analytical report(s) to Brownfields Project Manager X Provide documentation of final location, thickness and depth of relocated soil on site map to Brownfields Project Manager once known ☐Use geotextile to mark depth of fill material (provide description of material) Manage soil under impervious cap or clean fill Describe cap or fill: (provide location diagram) ☐Confer with NC BF Project Manager if Brownfield Plat must be revised (or re- recorded if actions are Post-Recordation). X Other: Approximately 12,453 cubic yards of soil (cut) are planned to be excavated from the North Green portion of the site to be used as fill predominantly on the Brookstown portion of the site (see Figure 5). Give the limited space available on site; it would not be practical or feasible to stockpile soils prior to laboratory testing. Results of the proposed assessment presented in Appendix G is intended to provide laboratory data necessary for the prescreening of these soils to determine their suitability for this purpose. The boring locations for the proposed assessment activities are presented in Figure 6. As previously indicated, field screening on excavated soils will be conducted during the excavation activities. Any potentially impacted soils will be segregated and stockpiled in accordance with NCDENR IHSB protocol. Representative soil samples will be collected for laboratory analysis. Any impacted soils will either be transported off site for proper disposal or pre-approved by the NCDENR for re-use as fill within the Brownfield property from which it was sourced. 9 EMP Form ver.1, October 23, 2014 ☐Final grade sampling of exposed soil (i.e., soil that will not be under buildings or permanent hardscape): [if not checked provide rationale for not needing] Provide diagram of soil sampling locations, number of samples, and denote Chemical Analytical Program with check boxes below (Check all that apply): Given the urban nature of the proposed site development, little to no exposed soils will exist upon project completion. As a result, no final grade sampling is currently proposed. Volatile organic compounds (VOCs) by EPA Method 8260 ☐Semi-volatile organic compounds (SVOCs) by EPA Method 8270 ☐Metals RCRA List (8) (arsenic, barium, cadmium, chromium (speciated), mercury, lead, selenium and silver) ☐Metals –Hazardous Substance List -14 (antimony, arsenic, beryllium, cadmium, chromium (speciated according to IHSB protocol), copper, lead, manganese, mercury, nickel, selenium, silver, thallium, and zinc) ☐Metals – EPA Priority Pollutant List – 13 (arsenic, beryllium, cadmium, chromium (speciated according to IHSB protocol), copper, mercury, nickel, lead, antimony, selenium, silver, thallium, and zinc) ☐Pesticides ☐PCBs ☐Other Constituents & Analytical Method: OFFSITE TRANSPORT & DISPOSITION OF EXCAVATED SOIL NOTE: Unless soil will be transported offsite for disposal in a permitted facility under applicable regulations, no contaminated or potentially contaminated soil may leave the site without approval from the brownfields program. Failure to obtain approval may violate a brownfields agreement, endangering liability protections and making said action subject to enforcement. Justifications provided below must be approved by the Program in writing prior to completing transport activities. X Transport and dispose of impacted soil offsite (documentation of final disposition must be sent to Brownfields Project Manager) X Landfill – analytical program determined by landfill ☐Landfarm or other treatment facility Click here to enter text. ☐Use as Beneficial Fill Offsite – provide justification: Click here to enter text. X Use as Beneficial Fill at another Suitable Brownfields Site – (Note: a determination that a site is a “Suitable Brownfields” site will require, at a minimum, that similar concentrations of the same or similar contaminants already exist at both sites, use of impacted soil as beneficial soil will not increase the potential for risk to human health and the environment at that site, and that notarized documentation of the acceptance of such soil from the property owner of the receiving site is provided to Brownfields. Provide justification: Approximately 12,453 cubic yards of soil (cut) are planned to be excavated from the North Green portion of the site to be used as fill predominantly on the Brookstown portion of the site (see Figure 5). Results of the proposed assessment presented in Appendix G is intended to provide laboratory data necessary for the prescreening of these soils in order for the NCDENR to determine their suitability for this purpose. Currently, none of the excavated soils to be used as fill are anticipated to be impacted. MANAGEMENT OF UTILITY TRENCHES ☐Install liner between native impacted soils and base of utility trench before filling with clean fill (Preferred) 10 EMP Form ver.1, October 23, 2014 X 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. X 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? Result: Yes □ No □ If no, include rationale here. Currently, no plans are considered necessary to install barriers in conduits since minimal earthwork is anticipated within the area of the site containing known soil and groundwater impacts. In the event contaminated soil and/or vapors are encountered in potential 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 of industrial fans) will be implemented. Following approval from the NCDENR, additional engineering controls (barrier material, etc.) will be utilized in the final utility trench installation. If yes, provide specifications on barrier materials Other comments regarding managing impacted soil in utility trenches: PART 2. GROUNDWATER – Please fill out the information below and attach figure showing distribution of groundwater contaminants at site What is the depth to groundwater at the Brownfields Property? The depth to groundwater on the North Green portion of the site is estimated to range from approximately 30 feet BSG on the western portion and 40- 60 feet BSG on the eastern portion of the site. Based on the results of previous assessments (Appendix E), bedrock with little to no overlying saturated soils (groundwater) likely exist in the immediate vicinity of North Green Street. The depth to groundwater on the Brookstown portion of the site is estimated to range from approximately 19-22 feet BSG (Appendix F). Is groundwater known to be contaminated by ☐onsite ☐ offsite X both X or unknown sources? Describe source(s): No groundwater contamination is known to exist on the North Green portion of the proposed site. Additional groundwater sampling is proposed in this area (see Appendix G) to confirm known groundwater impacts from off-site properties (Fowler Office/Apartment building and Modern Chevrolet Showroom) have not impacted the subject site. Groundwater impacted with tetrachloroethene (SW-4 = 25.8 ppb and SB-6 =3.55 ppb) has been detected in the northwestern portion of the Brookstown portion of the site (See Appendix F). No other compounds were detected in concentrations above 15A NCAC 2L Standards. The source of the detected contamination is suspected to be a former dry cleaning facility located to the west of the subject site. What is the direction of groundwater flow at the Brownfields Property? The direction of groundwater flow on the site is predominantly to the west. However, available data would appear to indicate that groundwater flow is to the east in northwestern portions of the Brookstown property. Will groundwater likely be encountered during planned redevelopment activities? ☐ Yes X No If yes, describe these activities: 11 EMP Form ver.1, October 23, 2014 In the event that contaminated groundwater is encountered during redevelopment activities (even if no is checked above), list activities for contingent management of groundwater (e.g., dewatering of groundwater from excavations or foundations, containerizing, offsite disposal, discharge to sanitary sewer, or sampling procedures): It is not anticipated that groundwater would be encountered during redevelopment activities. However, if suspected impacted groundwater is encountered during redevelopment activities, groundwater samples will be collected to determine if impacts are present. If collected, groundwater samples will be analyzed for VOCs and SVOCs. If the analytical results do not indicate the presence of any compounds above 15A NCAC 2L groundwater standards, then the groundwater will be discharged in accordance with standard construction practices. If compounds are detected above 15A NCAC 2L standards, the groundwater will be managed onsite, such as for use in dust control. PART 3. SURFACE WATER – Please fill out the information below. Attach a map showing the location of surface water at the Brownfields Property. Is surface water at the property known to be contaminated: ☐ Yes X No Will workers or the public be in contact with surface water during planned redevelopment activities? X Yes ☐ No 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 during construction and the soil in the excavation is determined to be impacted, appropriate worker safety measures will be undertaken. The accumulated water will be handled in accordance with applicable local, state, and federal regulations. PART 4. SEDIMENT – Please fill out the information below. Is sediment at the property known to be contaminated: ☐ Yes X No Will workers or the public be in contact with sediment during planned redevelopment activities? ☐Yes X No If yes, attach a map showing location of known contaminated sediment at the property. In the event that contaminated sediment is encountered during redevelopment activities, list activities for management of such events (stream bed disturbance): Not applicable. PART 5. SOIL VAPOR – Please fill out the information below. Do concentrations of volatile organic compounds at the Brownfields property exceed the following vapor intrusion screening levels in the following media: IHSB Residential Screening Levels: 12 EMP Form ver.1, October 23, 2014 Soil Vapor: X Yes ☐ No ☐ Unknown Groundwater: ☐ Yes X No ☐ Unknown IHSB Industrial/Commercial Screening Levels: Soil Vapor: X Yes No ☐ Unknown Groundwater: ☐ Yes X No ☐ Unknown Attach a map showing the location of soil vapor contaminants that exceed site screening levels. If applicable, at what depth(s) is soil vapor known to be contaminated? As indicated in Appendix F, laboratory results from previous assessments conducted on the Brookstown property indicated soil vapor contamination at a depth of approximately 8 feet below surface grade. Detected concentrations of tetrachloroethylene exceeded non-residential screening levels. Laboratory results for sub-slab vapor testing on nearby building structures did not indicate the presence of any compounds in concentrations exceeding residential vapor intrusion levels. No notable soil or groundwater impacts are known to currently exist on the North Green Street portion of the site. As a result, no soil vapor testing has been completed in these areas. Results of the proposed Brownfield Work Plan (Appendix G) should provide the data required to determine if vapor intrusion issues in this portion of the site are a potential item of environmental concern. The EMP will be amended accordingly based on the results of the proposed assessment.If surface water run-off gathers in an open excavation during construction and the soil in the excavation is determined to be impacted, appropriate worker safety measures will be undertaken. The accumulated water will be handled in accordance with applicable local, state, and federal regulations. Will workers encounter contaminated soil vapor during planned redevelopment activities? ☐ Yes No X Unknown In the event that contaminated soil vapor is encountered during redevelopment activities (trenches, manways, basements or other subsurface work, list activities for management of such contact: Although not anticipated, in the event contaminated soil vapors are encountered during redevelopment activities, the area will be evacuated and appropriate safety screening of the vapors will be performed. If results indicate further action is warranted, appropriate engineering controls (such as industrial fans) will be implemented. PART 6. SUB-SLAB SOIL VAPOR -please fill out the information below if existing buildings or foundations will be retained in the redevelopment. Are sub-slab soil vapor data available for the Brownfields Property? X Yes ☐ No ☐ Unknown If data indicate that sub-slab soil vapor concentrations exceed screening levels, attach a map showing the location of these exceedances. At what depth(s) is sub-slab soil vapor known to be contaminated? ☐ 0-6 inches X Other, If other describe: Results sub-slab soil vapor testing previously conducted in buildings located on the Brookstown portion of the site (Appendix F), did not indicate the presence of any compounds exceeding residential vapor intrusion screening levels. 13 EMP Form ver.1, October 23, 2014 Will workers encounter contaminated sub-slab soil vapor during planned redevelopment activities? ☐ Yes No X Unknown In the event that contaminated soil vapor is encountered during redevelopment activities, list activities for management of such contact: Although not anticipated, in the event contaminated soil vapors are encountered during redevelopment activities, the area will be evacuated and appropriate safety screening of the vapors will be performed. If results indicate further action is warranted, appropriate engineering controls (such as industrial fans) will be implemented. PART 7. INDOOR AIR – Please fill out the information below . Are indoor air data available for the Brownfields Property? ☐ Yes X No ☐ Unknown If yes, attach a map showing the location where indoor air contaminants exceed site screening levels. 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 In the event that contaminated indoor air is encountered during redevelopment activities, list activities for management of such contact: Although not anticipated, in the event that impacted indoor air is encountered during redevelopment activities, the work area will be evacuated and appropriate safety screening/sampling of the indoor air will be performed. If results indicate further action is warranted to protect workers, appropriate engineering controls (such as use of industrial fans) will be implemented. PART 8 – Vapor Mitigation System – Please fill out the information below . Is a vapor intrusion mitigation system proposed for this Brownfields Property? ☐Yes ☐ No X Unknown If yes, provide the date the plan was submitted to the Brownfields Program. Click here to enter a date. Attach the plan. Has the vapor mitigation plan been approved by the NC Brownfields Program? ☐ Yes X No ☐ Unknown Has the vapor mitigation plan been signed and sealed by a North Carolina professional engineer? ☐Yes X No What are the components of the vapor intrusion mitigation system? ☐Sub-slab depressurization system 14 EMP Form ver.1, October 23, 2014 ☐Sub-membrane depressurization system ☐Block-wall depressurization system ☐Drain tile depressurization system ☐Passive mitigation methods ☐Vapor barriers ☐Perforated piping vented to exterior X Other method: The NCDENR has indicated that the area of vapor concern depicted in Figure 5 would require engineering controls to be implemented in order to construct building structures on this portion of the site. Current building design plans incorporated the use of an open air garage over these areas to eliminate the necessity for an active soil vapor mitigation system for the building structure. However, current building plans do currently include the installation of washed stone to be place under the building slabs in the event that installation of a sub-slab vapor collection system is needed. In addition, the prospective developer is considering HUD financing for the project and as a result will likely install a sub-slab vapor collection system for potential radon mitigation requirements. The collection system would only be installed in the portions of the building running parallel to North Green Street, since these are the only portions of the building that will have occupied enclosed spaces at surface grade. Currently, no vapor mitigation system plans have been prepared for the site. A vapor mitigation plan signed and sealed by a North Carolina professional engineer will be provided to the NCDENR for approval in the event installation of a vapor mitigation system is incorporated into the ultimate building design. PART 9. CONTINGENCY FOR ENCOUNTERING UNKNOWN TANKS, DRUMS, OR OTHER WASTE MATERIALS Please provide a contingency plan in the event unknown tanks, drums, fuel lines, landfills, or other waste materials are encountered during site activities. Check the following activities that will be conducted prior to commencing earth-moving activities at the site: X- Conducted in previous assessments: Review of historic maps (Sanborn Maps, facility maps) X- Conducted in previous assessments: Conducting geophysical surveys to evaluate the location of suspect UST, fuel lines, utility lines, etc. X-Conducted in previous assessments: Interviews with employees/former employees/facility managers/neighbors Notification to State 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. See Notification Section on Page 1 for notification requirements. POST-REDEVELOPMENT REPORTING In accordance with the site’s Brownfield Agreement, provide a report within the designated schedule to the State Brownfields Project Manager. TABLES Table 1 Proposed Construction Schedule West End Station Item Description Est. Start Date Est. Completion Date Comments: Pre-Screening Assessment 2/28/2017 3/24/2017 Environmental pre-screening assessment in areas to be excavated for fill. See Appendix F Property Purchase 4/1/2017 4/1/2017 Pending results of the above assessment and approval of EMP by NCDENR Building permit approval 3/31/2017 3/31/2017 Site plan approval anticipated from City Initial groundwork 4/3/2017 4/7/2017 Installation of initial (Stage 1) storm water/erosion control devices (see Appendix A) Demolition of existing Structures 4/7/2017 5/31/2017 See Appendix C for asbestos remediation needed Site Grading 5/31/2017 8/1/2017 Installation of additonal (Stage 2) storm water/erosion control followed by implementation of overall grading and drainage plan (See Appendix A) Building Construction (utility infrastructure installation)7/1/2017 1/1/2018 Construction of below grade construction items (see Appendix A) Building Construction (above grade)8/1/2017 3/1/2018 Construction of above grade construction items (See Appendix B) Est. Date of Building Occupancy 3/1/2018 3/1/2018 Pending completion of the above FIGURES Figure 2:Site Layout-West End Station 0 210 420105 ft 0 60 12030 m 1:2,257 2.43 acre Portion of 322 N Green St. included in West End Station portion of 322 N.Green St.not included in West End Station West End VenturesBPN=09020-05-34 Tract 2955 Brookstown BPN = 18028-14-34 West End Station: To be combined as 206 North Green Street 955 Brookstown Ave. BPN: 18028-14-34 West End Ventures BPN: 09020-05-34 Portion of Tract 2 322 N.Green Street Prepared by: Piedmont Industrial Services Client: DPJ Residential PIN:6825-96-0280Owner: Fourth Street Ventures LLC PIN:6825-96-2292 Owner:Fourth StreetVentures LLC 1.83 Acres North Garageunderapartments F i g u r e 3 : W e s t E n d S t a t i o n P r o p o s e d S i t e L a y o u t 2 1 410 2 7 2 0 2 2 1 8 7 3 6 1 0 3 9 7 9 7 2 3 1 9 1 0 16-045 STIMMEL ASSOCIATES, P.A. SHEET NO.: SCALE: JOB. NO: SHEET TITLE: DATE: DRAWN: REVISIONS: CLIENT: WE S T E N D S T A T I O N WI N S T O N - S A L E M , N O R T H C A R O L I N A PROJECT: SEALS: DPJ RESIDENTIAL ACQUISITIONS, LLC ATTN: PORTER JONES 1539 TIPPAH PARK COURT CHARLOTTE, NC 28205 (980) 226-6831 North CUT / FILL EXHIBIT EN-1 1"=30' DKJ 12/13/16 North 2 1 410 2 7 2 0 2 2 1 8 7 3 6 1 0 3 9 7 9 7 2 3 1 9 1 0 16-045 STIMMEL ASSOCIATES, P.A. SHEET NO.: SCALE: JOB. NO: SHEET TITLE: DATE: DRAWN: REVISIONS: CLIENT: WE S T E N D S T A T I O N WI N S T O N - S A L E M , N O R T H C A R O L I N A PROJECT: SEALS: DPJ RESIDENTIAL ACQUISITIONS, LLC ATTN: PORTER JONES 1539 TIPPAH PARK COURT CHARLOTTE, NC 28205 (980) 226-6831 North CUT / FILL EXHIBIT EN-1 1"=30' DKJ 12/13/16 North APPENDICES Appendix A Draft Final Plat Map Back to Table of Contents Appendix B Draft Civil Engineering Plans Back to Table of Contents Appendix C Architectural Plans Back to Table of Contents UP UPUP DN UP VH C HC HC FI R E / D O M E S T I C PU M P VH C A5 . 2 1 A5 . 3 1 A5 . 4 4 A5 . 2 2 A5 . 3 2 HC MA I N EL E C T . RO O M C C C CC C EL E V . 2 EL E V . 1 3 6 1 ' - 5 3 / 4 " 12 1 ' - 1 1 1 / 4 " 31 4 65 6. 1 6. 2 7 7. 1 8. 1 9 10 . 1 11 . 1 12 14 13 . 1 15 . 1 16 17 . 1 18 19 . 1 21 22 C A B D F. 1 E. 1 G. 1 82 F. 2 F D. 1 G H 19 201710111315 MA T C H L I N E B MA T C H L I N E A MA T C H L I N E B MA T C H L I N E A MA T C H L I N E C MA T C H L I N E B MA T C H L I N E C MA T C H L I N E B 1 A6 . 0 2 A6 . 0 BI C Y C L E PA R K I N G FL O O R A B O V E ( T Y P . ) SE C U R E D P A R K I N G EN T R A N C E SE C U R E D P E D E S T R I A N EN T R A N C E ST A I R #3 ST A I R #2 ST A I R #1 PA R K I N G GA R A G E ST O . SE C U R E D P A R K I N G EN T R A N C E SE C U R E D P E D E S T R I A N EN T R A N C E 91 1 . 6 5 ' 91 1 . 6 5 ' RA M P U P RA M P U P 90 5 . 6 0 ' A5.13 E A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A2.0GARAGE BUILDING PLAN206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 " = 2 0 ' - 0 " A2 . 0 1 GA R A G E B U I L D I N G P L A N DN DN DN DN DN DN UP DN UP UP UP DN UP BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R I O R W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCON Y ED GE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S , ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S A5 . 0 1 A5 . 2 1 A5 . 3 1 A5 . 4 4 A5 . 4 3 A5 . 4 2 A5 . 4 1 A5 . 0 2 A5 . 2 2 A5 . 1 1 A5 . 1 2 A5 . 3 2 ST O . EL E V . LO B B Y ST O . ST O . EL E V . LO B B Y ST O . ST A I R #5 ME C H . LE A S E ST O . LE A S E ST O . LE A S E ST O . LE A S E ST O . EL E V . #2 STAIR #4 ST O . ST O . ST O . ST A I R #2 CO R R I D O R EL E V . #1 A5.03 3 9 1 ' - 6 1 / 2 " B1 . 1 A4 A3 . 4 A3 . 4 B3 B1 B1 B1 B1 A4 A4 A4 A4 A4 B2 . 1 - H C A1 . 1 A6 B4 B1 . 1 A4 . 2 A3 . 1 A5 A5A5 A4 A4 A5 A3 . 1 A4 . 2 A4 . 2 A3 . 1 A5 A5 A5 A5 A4 A4 A3 . 1 A4 B1 A4 . 1 - H C B1 B1 A4 . 1 - H C NO T E : SE E L E V E L 2 P L A N ( A 2 . 2 F O R GR E E N S T R E E T G R O U N D L E V E L P L A N LE V E L 2 A B O V E CI P R E T A I N I N G / S T E P W A L L - S E E ST R U C T . 1 A6 . 0 2 A6 . 0 ME N ' S CLUB FITNESSSPIN/YOGA WO M E N ' S ME N ' S PO O L EQ U I P . CH E M . ST O . 45 4 ' - 7 3 / 4 " EL E V A T E D CO U R T Y A R D - S E E LA N D S C A P E D W G S . PO O L - S E E LA N D S C A P E DW G S . PO O L D E C K - S E E LA N D S C A P E D W G S . EL E V A T E D CO U R T Y A R D MA T C H L I N E B MA T C H L I N E A MA T C H L I N E B MA T C H L I N E A MA T C H L I N E C MA T C H L I N E B MA T C H L I N E C MA T C H L I N E B M A T C H L I N E D M A T C H L I N E C M A T C H L I N E E M A T C H L I N E D M A T C H L I N E E M A T C H L I N E D 92 2 . 8 0 ' 92 2 . 1 3 ' 92 2 . 1 3 ' 92 0 . 8 0 ' 92 2 . 8 0 ' ST A I R #1 ST A I R #3 A5 . 1 3 WO M E N ' S MECH.MECH.A/VMECH. ME C H . EL E C . AC C E S S I B L E R A M P AC C E S S I B L E L I F T RE T A I N I N G W A L L - S E E C I V I L DR A W I N G S F O R D E T A I L S A4 . 9 2 A4 . 9 4 A4 . 9 5 A4 . 9 3 A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A2.1LEVEL 1 BUILDING PLAN206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 " = 2 0 ' - 0 " A2 . 1 1 LE V E L 1 B U I L D I N G P L A N DN DN DN UP DN UPUP DN DN UP DN DN UP DN DN DN DN DN D N DN D N DN DN DN DN DN BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R IOR W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S,EL EVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S A5 . 0 1 A5 . 2 1 A5 . 3 1 A5 . 4 4 A5 . 4 3 A5 . 4 2 A5 . 4 1 A5 . 0 2 A5 . 2 2 A5 . 1 1 A5 . 1 2 A5 . 3 2 B2 - H C A4 - H C A4 - H C A4A4 B1 B1 . 5 B1 . 5 B1 . 5 B3 A3 . 4 A4 B1 . 6 A1 A6 B4 B1 . 6 A4 . 8 A4A4 A4 . 8 A4A4 A4 A4 B1 A4 B1 A3 . 0 A4 . 7 A4 . 6 A4 . 6 B1 . 3 A3 . 3 A4 . 7 A4 . 7 A4 . 6 A4 . 6 A4 . 7 A4 . 7 A2 A2 B1 . 2 B1 . 2 RE S I D E N T I A L LO B B Y EL E C . ME C H . LE A S E ST O . LE A S E ST O . LE A S E ST O . LE A S E ST O . ST A I R #5 STAIR #4 ST O . EL E C . EL E V . LO B B Y ST O . ST A I R #2 EL E V . #2 EL E V . #1 EL E C . 93 3 . 9 0 ' 932.60'A5.03 45 7 ' - 1 3 / 8 " 4 0 2 ' - 9 1 / 8 " B1 A5 A5 A5 A5 A3 . 0 A4 . 5 A4 . 5 A5 A5 A5 A5 A4 . 5 A4 . 1 A3 . 4 1 A6 . 0 2 A6 . 0 MA T C H L I N E B MA T C H L I N E A MA T C H L I N E B MA T C H L I N E A MA T C H L I N E C MA T C H L I N E B MA T C H L I N E C MA T C H L I N E B M A T C H L I N E D M A T C H L I N E C M A T C H L I N E E M A T C H L I N E D M A T C H L I N E E M A T C H L I N E D MA I N T E N A N C E ME C H . WORK ROOM MAIL ROOM M/W RR TE R R A C E OP E N T O CL U B BE L O W UPPER LOUNGE EL E V A T E D CO U R T Y A R D BE L O W EL E V A T E D CO U R T Y A R D BE L O W PO O L H O U S E BE L O W PO O L B E L O W (S E E L A N D S C A P E D W G S . ) ST O . ST O . A5 . 1 3 LEASING OFFICES MGR.'S OFFICE JA N I T O R ACCESSIBLE LIFT ROOF ABOVE PO O L D E C K B E L O W (S E E L A N D S C A P E D W G S . ) A4 . 9 2 A4 . 9 4 A4 . 9 5 A4 . 9 3 A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A2.2LEVEL 2 BUILDING PLAN206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 " = 2 0 ' - 0 " A2 . 2 1 LE V E L 2 B U I L D I N G P L A N DN DN UP DN UP UPDN DN UP A5 . 0 1 A5 . 2 1 A5 . 3 1 A5 . 4 4 A5 . 4 3 A5 . 4 2 A5 . 4 1 A5 . 0 2 A5 . 2 2 A5 . 1 1 A5 . 1 2 A5 . 3 2 ST A I R #5 EL E V . #2 ST A I R #2 EL E V . LO B B Y EL E V . #1 STAIR #4 A5.03 B1 . 4 B1 . 4 B1 A2 . 1 B1 A4 . 4 A4 . 4 A4 . 3 A4 . 3 A4 B1 A4 A4 A4 . 4 A3 . 0 A4 . 4 A5 A5 A4 B3 B1 . 5 B1 . 5 A4 A5 A5 A3 . 0 A4 . 5 B1 A5 A4 . 8 B1 . 5 A4 A4 A4A4 A5 A5 A5 A4 . 8 A4 . 5 B1 . 6 B4 A4 . 1 A4 . 1 A4 . 1 B2 - H C A1 A6 B1 . 6 A4 A3 . 4 A3 . 4 A3 . 2 A4 . 3 B1 . 3 A4 . 3 A4 . 4 A7B5 1 A6 . 0 2 A6 . 0 MA T C H L I N E B MA T C H L I N E A MA T C H L I N E B MA T C H L I N E A MA T C H L I N E C MA T C H L I N E B MA T C H L I N E C MA T C H L I N E B M A T C H L I N E D M A T C H L I N E C M A T C H L I N E E M A T C H L I N E D M A T C H L I N E E M A T C H L I N E D A4 A4 ST A I R #1 RO O F B E L O W A5 . 1 3 EL E C . BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R I O R W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S , ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A2.3LEVEL 3 BUILDING PLAN206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 " = 2 0 ' - 0 " A2 . 32 LE V E L 3 B U I L D I N G P L A N DNDN UP DN DN A5 . 0 1 A5 . 2 1 A5 . 3 1 A5 . 4 4 A5 . 4 3 A5 . 4 2 A5 . 4 1 A5 . 0 2 A5 . 2 2 A5 . 1 1 A5 . 1 2 A5 . 3 2 ST A I R #5 EL E V . #2 STAIR #4 ST A I R #3 ST A I R #2 ST A I R #1 EL E V . #1 A5.03 A4 . 4 A4 . 3 B1 . 3 A4 . 3 A3 . 2 A4 . 4 A4 . 4 A4 . 3 A4 . 3 A4 . 4 A4 . 4 A2 . 1 A2 . 1 B1 . 4 B1 . 4 B1 B1 A4 B1 A4 A3 . 0 A5 A5 A4 A4 A5 A5 A3 . 0 A4 . 5 A4 . 5 A4 . 8 A5 A5 A4 A4 A5 A5 A4 . 8 A4 . 5 B1 . 6 B4 A6 B2 - H C A4 . 1 A1 A4 . 1 A4 . 1 A4A4 B1 . 5 B1B1 . 5 B1 . 5 B3 B1 . 6 A4 A3 . 4 A3 . 4 A4 A4 A4 B5 A7.1 1 A6 . 0 2 A6 . 0 A5 . 1 3 MA T C H L I N E B MA T C H L I N E A MA T C H L I N E B MA T C H L I N E A MA T C H L I N E C MA T C H L I N E B MA T C H L I N E C MA T C H L I N E B M A T C H L I N E D M A T C H L I N E C M A T C H L I N E E M A T C H L I N E D M A T C H L I N E E M A T C H L I N E D BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R I O R W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S , ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A2.4LEVEL 4 BUILDING PLAN206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 " = 2 0 ' - 0 " A2 . 42 LE V E L 4 B U I L D I N G P L A N A5 . 0 1 A5 . 2 1 A5 . 3 1 A5 . 4 4 A5 . 4 3 A5 . 4 2 A5 . 4 1 A5 . 0 2 A5 . 2 2 A5 . 1 1 A5 . 1 2 A5 . 3 2 1 A6 . 0 2 A6 . 0 A5 . 1 3 OS & D S 1/4 " P E R F T . 1/4 " P E R F T . 1/4 " P E R F T . 1/4 " P E R F T . 1/4 " P E R F T . 1/4 " P E R F T . 1 / 4 " P E R F T . 1 / 4 " P E R F T . 1 / 4 " P E R F T . 1 / 4 " P E R F T . 1 / 4 " P E R F T . 1/4" PER FT. 1/4" PER FT. 1 / 4 " P E R F T . 1 / 4 " P E R F T . 1/4" PER FT. 1/4" PER FT. 1/4" PER FT. OS & D S OS & D S OS & D S OS & D S OS & D S OS & D S OS & D S OS & D S OS & D S O S & D S O S & D S O S & D S OS & D S OS & D S OS & D S OS & D S OS & D S OS & D S OS & D S OS & D S O S & D S O S & D S OS & DSOS & DS OS & D S OS & D S O S & D S OS & D S O S & D S DR A I N A G E AR E A 1 DR A I N A G E AR E A 2 DR A I N A G E AR E A 3 DR A I N A G E AR E A 4 DR A I N A G E AR E A 5 DR A I N A G E AR E A 6 DR A I N A G E AR E A 7 DR A I N A G E AR E A 8 DRAINAGE AREA 9 DRAINAGE AREA 10 DR A I N A G E AR E A 11 1/4" PER FT. DR A I N A G E AR E A 12 DR A I N A G E AR E A 13 DR A I N A G E AR E A 14 1/4 " P E R F T . DR A I N A G E AR E A 15 DR A I N A G E AR E A 16 DR A I N A G E AR E A 17 DR A I N A G E AR E A 18 DR A I N A G E AR E A 19 DR A I N A G E AR E A 20 DR A I N A G E AR E A 21 DR A I N A G E AR E A 22 DR A I N A G E AR E A 23 DR A I N A G E AR E A 24 DR A I N A G E AR E A 25 DR A I N A G E AR E A 26 DR A I N A G E AR E A 27 DR A I N A G E AR E A 28 DR A I N A G E AR E A 29 DS DS DS D S 1/4 " P E R F T . 1/4 " P E R F T . 1/4 " P E R F T . 1 / 4 " P E R F T . RO O F S H E A T H I N G T O B E C O N S T R U C T E D O F F I R E - RE T A R D A N T TR E A T E D W O O D F O R A D I S T A N C E O F 4 F E E T O N B O T H S I D E S OF F I R E W A L L . T H E R E A R E T O B E N O O P E N I N G S I N T H E R O O F WI T H I N 4 F E E T O F T H E F I R E W A L L RO O F S H E A T H I N G T O B E C O N S T R U C T E D O F F I R E - RE T A R D A N T TR E A T E D W O O D F O R A D I S T A N C E O F 4 F E E T O N B O T H S I D E S OF F I R E W A L L . T H E R E A R E T O B E N O O P E N I N G S I N T H E R O O F WIT H I N 4 F E E T O F T H E F I R E W A L L RO O F S H E A T H I N G T O B E C O N S T R U C T E D O F F I R E - RE T A R D A N T TR E A T E D W O O D F O R A D I S T A N C E O F 4 F E E T O N B O T H S I D E S OF F I R E W A L L . T H E R E A R E T O B E N O O P E N I N G S I N T H E R O O F WIT H I N 4 F E E T O F T H E F I R E W A L L VA U L T E D C E I L I N G A R E A - S E E U N I T PL A N S F O R R C P I N F O R M A T I O N BAY BELOW TP O R O O F M E M B R A N E O V E R C O V E R B D . O V E R P R E - EN G I N E E R E D S L O P E D R O O F T R U S S E S . P R O V I D E T A P E R E D IN S U L A T I O N A T C R I C K E T S A S R E Q U I R E D . S E E N O T E # 4 VA U L T E D C E I L I N G A R E A - S E E U N I T PL A N S F O R R C P I N F O R M A T I O N VA U L T E D C E I L I N G A R E A - S E E U N I T PL A N S F O R R C P I N F O R M A T I O N VA U L T E D C E I L I N G A R E A - S E E U N I T PL A N S F O R R C P I N F O R M A T I O N EL E V A T O R V E N T C A P - S E E ME C H . D W G S . EL E V A T O R V E N T C A P - SE E M E C H . D W G S . 2 ' - 3 " 2' - 9 1 / 8 " 8' - 1 1 1 / 8 " 2 ' - 0 7 / 8 " 2 ' - 5 1 / 8 " 2 ' - 1 0 " 2' - 10"4' - 7 1/2" 2 ' - 2 7 / 8 " 3 ' - 8 1 / 2 " MA T C H L I N E B MA T C H L I N E A MA T C H L I N E B MA T C H L I N E A MA T C H L I N E C MA T C H L I N E B MA T C H L I N E C MA T C H L I N E B M A T C H L I N E D M A T C H L I N E C M A T C H L I N E E M A T C H L I N E D M A T C H L I N E E M A T C H L I N E D VA U L T E D C E I L I N G A R E A - S E E U N I T PL A N S F O R R C P I N F O R M A T I O N VA U L T E D C E I L I N G A R E A - S E E U N I T PL A N S F O R R C P I N F O R M A T I O N VAULTED CEILING AREA - SEE UNIT PLANS FOR RCP INFORMATIONVAULTED CEILING AREA - SEE UNIT PLANS FOR RCP INFORMATION 4' - 0 " 4 ' - 0 " 4 ' - 0 " 4 ' - 0 " 4 ' - 0 " 4 ' - 0 " FIR E W A L L C O N T I N U O U S T O UN D E R S I D E O F R O O F S H E A T H I N G FI R E W A L L C O N T I N U O U S T O UN D E R S I D E O F R O O F S H E A T H I N G FIR E W A L L C O N T I N U O U S T O UN D E R S I D E O F R O O F S H E A T H I N G PR O V I D E R O O F W A L K P A D S TO A L L E Q U I P M E N T O N RO O F PR O V I D E R O O F W A L K P A D S TO A L L E Q U I P M E N T O N RO O F CO N D E N S E R U N I T S , S E E M E C H . D W G S . (T Y P . ) . C O O R D I N A T E S P A C I N G W / MA N U F . R E Q ' S . 500 A ROOF LEGEND FIREWALL (BELOW) - SEE BUILDING PLANS ATTIC DRAFTSTOPPING - SEE NOTE #11 WALL BELOW PRIMARY SCUPPER WITH COLLECTION BOX & 3.5" X 5" DOWNSPOUT HVAC CONDENSER UNITS (SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS)ROOF WALK PADS - TO BE PROVIDED FOR ACCESS TO ALL EQUIPMENT ON ROOF ROOF PLAN NOTES 1. A R R O W I N D I C A T E S R O O F S L O P E D I R E C T I O N A N D P I T C H . 2. A L L R O O F P E N E T R A T I O N S T O B E F L A S H E D A N D C A U L K E D P R I O R T O ROOFING / SHINGLE INSTALLATION. (SEE A8.2 FOR TYPICAL DETAILS)3. T Y P I C A L S L O P E D R O O F C O N S T R U C T I O N : ASPHALT SHINGLES ON 30#FELT OR SYNTHETIC UNDERLAYMENT BY SHINGLE MANUF. ON 3/4"PLYWOOD ROOF SHEATHING ON PRE-ENGINEERED SLOPED ROOF TRUSSES WITH R-38 BATT INSULATION - UNDERSIDE OF ROOF TRUSSES: 5/8" TYPE 'X' GWB ON 1/2" RESILIENT CHANNEL AT 16" O.C.4. T Y P I C A L F L A T R O O F C O N S T R U C T I O N :ME CHANICALLY FASTENED SINGLE-PLY 60 MIL. TPO ROOFING (INSTALL PER MANUF. SPECS) ON 1/2" PROTECTION BD WITH MIN. R-5 RIGID INSULATION AND DRAINAGE CRICKETS (COMPLYING WITH 2603.4.1.5 OF THE 2012 NCBC) ON 5/8" PLYWOOD ROOF SHEATHING ON 1/4" PER FT. MIN. SLOPED ENGINEERED ROOF TRUSSES (SEE STRUCT.) WITH R-38 BATT INSULATION INSTALLED IN DIRECT CONTACT WITH THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING - UNDERSIDE OF ROOF TRUSS TO HAVE 5/8" TYPE 'X' GWB ON 1/2" RC- 1 P R O R E S I L I E N T CHANNELS OR EQUAL AT 16" O.C.5. A L L F L A T R O O F S T O H A V E 1 / 4 " P E R F O O T S L O P E M I N . U N L E S S NOTED OTHERWISE.6. R E F E R T O D R A I N A G E C H A R T F O R E A C H D O W N S P O U T ' S D R A I N A GE CA LCULATIONS / LOAD.7. A L L R O O F C O V E R S T O B E C L A S S B M I N I M U M . 8. S E E M E C H A N I C A L D R A W I N G S F O R H . V . A C . C O N D E N S E R I NFORMATION AND CONDENSER LOCATIONS.9. P R O V I D E V I B R A T I O N I S O L A T I O N P A D S A T A L L C O N D E N S E R U N I T S . 10. P R O V I D E W A L K P A D S F R O M R O O F A C C E S S T O A L L C O N D E N SER UN ITS.11. D R A F T S T O P P I N G S H A L L B E L O C A T E D A N D I N S T A L L E D P E R SECTION 717.4 & 717.4 OF THE 2012 NCSBC. DRAFTSTOPPING MATERIALS SHALL MEET THE REQUIREMENTS OF SECTION 717.3.1 (2012 NCSBC) & INSTALLED ABOVE, OR IN LINE WITH, DWELLING UNIT SEPARATION. DRAFT STOP TO BE ADEQUATELY SUPPORTED AND CONTINUOUS FROM UNIT CEILING TO UNDERSIDE OF ROOF SHEATHING. THE ATTIC SPACE SHALL BE SUBDIVIDED BY DRAFTSTOPS INTO AREAS NOT EXCEEDING 3,000 SF OR ABOVE EVERY TWO DWLLING UNITS, WHICHEVER IS SMALLER.12. T H E U S E O F P I T C H P A N S A T P E N E T R A T I O N S I S F O R B I D D E N . A L L P ENETRATIONS TO BE DETAILED AND FLASHED AS ACCEPTABLE AND WARRANTABLE BY ROOF MANUFACTURER.13.REFER TO CHART FOR VENTILATION CALCULATIONS AT ALL SLOPED ROOF AREAS. PROVIDE ADEQUATE VENTILATION PER AREA AND ON BOTH SIDES OF FIRE WALLS & DRAFTSTOPPING.14. S E C O N D A R Y O V E R F L O W S C U P P E R T O B E P L A C E D B E T W E E N 2"A ND 4" ABOVE THE PRIMARY SCUPPER. SECONDARY SCUPPER TO BE LOCATED ADJACENT TO PRIMARY SCUPPERS - SEE PLANS FOR EXAC T LO CATIONS.15. P R O V I D E 4 " B O X G U T T E R A N D D O W N S P O U T A T A L L E L E V A T E D PENTHOUSE ROOF LOCATIONS - TO DRAIN TO LOWER ROOF LEVEL 16.V ERTICAL PENETRATIONS ARE TO BE SPACED A MINIMUM OF 12"HORIZONTALLY.17.P ENETRATIONS AND CURBS ARE TO BE SPACED 24" MINIMUM FROM ADJACENT VERTICAL WALLS.18 . N O PITCH PAN DETAILING.A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A2.5ROOF PLAN206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 " = 2 0 ' - 0 " A2 . 5 1 RO O F P L A N 31 4 65 6. 1 6. 2 7 7. 1 8. 1 9 10 . 1 11 . 1 12 14 13 . 1 15 . 1 16 17 . 1 18 19 . 1 21 22 C A B D F. 1 E. 1 G. 1 82 F. 2 F D. 1 G H 19 201710111315 E CLEAR4' - 8 5/8"CLEAR 5' - 4 3/8" DN SL O P E B A T H R O O M F L O O R TO C E N T E R D R A I N - 1 / 4 " P E R FO O T M I N . ACCESSIBLE LIFT PIT. GC TO COORDINATE W/ MANUF. REQUIREMENTS 1 / 2 " 1 / 2 " 1/ 2 " ST A I R # 1 SH A F T ST A I R # 2 S H A F T ST A I R # 3 S H A F T 1/ 2 " 1/ 2 " 1/2 " PR O V I D E 1 / 2 " S T E P I N P T S L A B A T UN I T B A L C O N I E S ( T Y P . ) . S L O P E 1 / 8 " PE R F O O T M I N . PR O V I D E 1 / 2 " S T E P I N P T S L A B A T UN I T B A L C O N I E S ( T Y P . ) . S L O P E 1 / 8 " PE R F O O T M I N . 1/2 " 1/2 " 1/2 " 1/2 " 1/ 2 " 1/ 2 " 1/2 " 1/2 " 1 /2" 1 / 2 " 1/ 2 " 1/ 2 " 1/2 " 1/ 2 " 24 ' - 0 " AC C E S S I B L E R A M P A T S O G STAIR #4 SHAFT 1/ 2 " 8" 8" 8"8" 8" 8" 1/ 2 " 1/ 2 " 1/ 2 " 8" 8" 8"8" 8" 1/2 " 1/ 2 " 24 " 24 " 24 " 24 " 24 " 1/ 2 " 1/2 " 24 " 1/2 " 24 " 1/ 2 " 1/2 " ED G E O F P O O L D E C K S O G SH O W N F O R C L A R I T Y . S E E CI V I L D W G S . F R O D E T A I L S PO O L B O X S H O W N F O R C L A R I T Y . SE E C I V I L / L A N D S C A P E D W G S . F O R DE T A I L S 12 " C I P R E T A I N I N G W A L L . S E E ST R U C T . D W G S F O R D E T A I L S . 92 2 . 8 0 ' LE V E L 1 EL E V A T E D S L A B 92 2 . 8 0 ' CO L U M B E L O W E L E V A T E D S L A B , TY P . - S E E S T R U C T . D W G S . LE V E L 1 EL E V A T E D S L A B 92 2 . 8 0 ' CO U R T Y A R D EL E V A T E D S L A B 92 2 . 1 3 ' CO U R T Y A R D EL E V A T E D S L A B 92 2 . 1 3 ' LE V E L 1 SL A B O N G R A D E 92 2 . 8 0 ' LE V E L 1 SL A B O N G R A D E 92 2 . 8 0 ' LEVEL 1 SLAB ON GRADE 920.80' 24 " 1/2" 24 " 24 " 24 " PO O L D E C K SL A B O N G R A D E 92 0 . 8 0 ' 2 5 9 ' - 1 0 5 / 8 " 1 0 ' - 5 5 / 8 " 1 3 ' - 2 7 / 8 " 8 ' - 8 " 1 4 ' - 1 1 1 / 2 " 1 6 ' - 3 5 / 8 " 2 0 ' - 1 1 5 / 8 " 2 9 ' - 8 3 / 4 " 5 ' - 0 " 6 6 ' - 6 1 / 2 " 5 ' - 0 " 2 9 ' - 8 7 / 8 " 3 4 ' - 3 3 / 8 " PR O V I D E 1 / 2 " S T E P A T U N I T B A L C O N I E S (T Y P . ) . S L O P E 1 / 8 " P E R F O O T M I N . 2 ' - 0 " 1 1 ' - 5 7 / 8 " 1 3 ' - 8 3 / 4 " 1 1 ' - 9 1 / 8 " 2 ' - 0 " 1 1 ' - 1 0 1 / 2 " 1 2 ' - 6 " 1 1 ' - 8 " 1 2 ' - 6 1 / 2 " 1 1 ' - 8 1 / 2 " 1 2 ' - 6 " 1 1 ' - 8 1 / 2 " 2 4 ' - 0 " 1 1 ' - 8 1 / 2 " 1 2 ' - 1 0 " 1 1 ' - 8 " 2 4 ' - 6 1 / 2 " 1 1 ' - 8 " 1 2 ' - 1 0 " 1 1 ' - 8 1 / 2 " 1 1 ' - 8 " 2 4 ' - 6 1 / 2 " 1 1 ' - 8 " 1 2 ' - 9 1 / 2 " 1 4 ' - 3 " 3 ' - 1 1 3 / 4 " 1 ' - 9 1 / 2 " 3 1 ' - 9 1 / 8 " 2 6 ' - 7 5 / 8 " CO L U M B E L O W E L E V A T E D S L A B , TY P . - S E E S T R U C T . D W G S . 45 4 ' - 1 0 3 / 4 " 10 ' - 4 " 12 5 ' - 7 5 / 8 " 18 ' - 1 1 5 / 8 " 46 ' - 1 1 1 / 8 " 50 ' - 9 " 16 6 ' - 8 7 / 8 " 10' - 4 1/2" 2 5 ' - 2 " 6 ' - 1 " ST A I R # 5 S H A F T EL E V A T O R # 2 S H A F T GC T O C O O R D I N A T E DR A I N L O C A T I O N S W I T H CIV I L & P L U M B I N G D W G S . GC T O C O O R D I N A T E DR A I N L O C A T I O N S W I T H CIV I L & P L U M B I N G D W G S . 12" CIP RETAINING WALL. SEE STRUCT. DWGS FOR DETAILS. 8. 3 % S L O P E 5 ' - 0 " 2 1 / 2 " 12 ' - 4 1 / 8 " 1 1 ' - 8 " 2 4 ' - 2 3 / 8 " 1 1 ' - 8 5 / 8 " 1 7 ' - 2 " 3' - 2 1 / 2 " 16 ' - 6 1 / 2 " 66 ' - 1 " 7' - 6 1 / 8 " 6' - 1 1 7 / 8 " 19 ' - 0 " 1 1 ' - 1 0 1 / 2 " 2 4 ' - 4 " 11 ' - 8 " 2 4 ' - 8 1 / 8 " 24 ' - 0 7 / 8 " 24 ' - 2 1 / 2 " 1 1 ' - 8 " 2 4 ' - 6 1 / 2 " 1 1 ' - 8 " 1 2 ' - 4 1 / 2 " 3 2 7 ' - 1 1 / 2 " 1' - 0 " 28 ' - 1 1 5 / 8 " 8 ' - 8 1 / 4 " 1 6 ' - 8 " 1 0 ' - 5 5 / 8 " 1' - 1 0 " 14 ' - 1 1 1 / 2 " 1 8 ' - 2 1 / 2 " 1 1 ' - 8 " 1 2 ' - 4 1 / 8 " 1 1 / 2 " 5' - 5 5 / 8 " 18 ' - 8 " 6' - 2 1 / 2 " 12 ' - 0 3 / 8 " 1 2 ' - 1 1 / 4 " 8' - 8 3 / 8 " 1 8 ' - 6 " 6 ' - 0 1 / 2 " 1 2 ' - 0 1 / 8 " 1 2 ' - 3 1 / 8 " 5' - 1 1 3 / 8 " 3' - 0 5 / 8 " 7 ' - 6 1 / 8 " 6 ' - 1 1 7 / 8 " 1 2 ' - 4 " 2 4 ' - 8 " 1 2 ' - 4 " 6 ' - 1 1 7 / 8 " 7 ' - 5 7 / 8 " 5 ' - 6 7 / 8 " 4 ' - 9 1 / 2 " 2 1 / 2 " 7 7 / 8 " 5' - 3 7 / 8 " 1 8 ' - 1 0 5 / 8 " 3' - 4 " 2 ' - 7 1 / 2 " 4 ' - 4 1 / 2 " 2 ' - 2 1 / 2 " 4 ' - 9 1 / 2 " 1 ' - 9 1 / 2 " 1' - 2 3 / 8 " 5 ' - 9 5 / 8 " 8 1 / 2 " 4' - 4 1 / 2 " 2' - 4 " 8 1 / 2 " 4 ' - 4 1 / 2 " 8 1 / 2 " 4' - 4 1 / 2 " 8 1 / 2 " 4 ' - 4 1 / 2 " 2' - 1 " 3' - 0 " 2' - 1 " 3 ' - 0 " 2' - 1 " 3 ' - 0 " 2' - 1 " 3' - 0 " 2' - 1 " 3' - 0 " 1' - 0 " 10 " 4 ' - 8 " 1 4 ' - 0 " 1' - 8 " 4" 1 ' - 6"4 ' - 4 1 / 2 " 1 1 " 8 5 / 8 " 5 ' - 4 3 / 8 " 4 ' - 1 1 5 / 8 " 2 1 / 2 " 1 3 5 .0 0 ° 1 3 5 .0 0 ° 1 3 5 . 0 0 ° 1 3 5 . 0 0 ° 1 3 5 . 0 0 ° 1 3 5 . 0 0 ° 1 3 5 . 0 0 ° 1 6 0 .0 0 ° 1 1 0 .0 0 ° 6 8 ' - 4 1 / 4 " 5' - 9 1 / 2 " 3' - 0 " 2' - 0 " 4 ' - 9 1 / 2 " 7' - 6 1 / 8 " 6' - 1 1 7 / 8 " 3 0 ' - 6 3 / 8 " 1 2 ' - 4 " 7 ' - 6 1 / 8 " 6 ' - 1 1 7 / 8 " 1 2 ' - 4 " 2 4 ' - 8 " 1 2 ' - 4 " 6 ' - 1 1 7 / 8 " 7 ' - 6 1 / 8 " 5 ' - 1 0 1 / 8 " 2 ' - 0 " 3 ' - 0 " 4 ' - 4 1 / 2 " 1 ' - 1 1 / 2 " 3 ' - 6 " 3 ' - 0 " 2 ' - 7 " 3 ' - 7 3 / 4 " 4 ' - 4 1 / 2 " 1 ' - 1 1 / 2 " 3 ' - 6 " 4 ' - 4 1 / 2 " 1 ' - 1 1 / 2 " 3 ' - 6 " 4 1 ' - 3 5 / 8 " 3 ' - 1 1 3 / 4 " 1 4 ' - 3 " 1 2 ' - 9 1 / 2 " 1 1 ' - 8 " 2 4 ' - 6 1 / 2 " 1 1 ' - 8 " PR O V I D E 1 / 2 " S T E P I N P T S L A B A T UN I T B A L C O N I E S ( T Y P . ) . S L O P E 1 / 8 " PE R F O O T M I N . 1 3 5 .0 0 ° 1 3 5 .0 0 ° 6' - 3 1 / 2 " 3' - 0 " 2' - 0 " 6' - 3 1 / 2 " 1 3 5 . 0 0 ° 1 3 5 . 0 0 ° EL E V A T O R # 1 S H A F T im p o r t a n t n o t e s : 1. R E F E R E N C E S T R U C T U R A L D W G S . F O R A L L C O N C R E T E C O L U M N L O C A T I O N S & S I Z E S . 2. G C T O C O N D U C T A Q / C R E V I E W O F T H E E . O . S . P L A N S & C O N C R E T E / S T E E L C O L U MN L OC A T I O N S T O V E R I F Y T H E C O O R D I N A T I O N W I T H S T R U C T U R A L F O R M I N G P L A N S A N D W I T H OV E R A L L D E S I G N I N T E N T . A N Y D I S C R E P A N C I E S I N T H E P L A N S N E E D T O B E B R O U G H T O T H E AR CH I T E C T ' S A T T E N T I O N B E F O R E P O U R I N G O F T H E S L A B S . A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A2.7EDGE OF SLAB &COLUMN PLAN - LEVEL 1206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 " = 2 0 ' - 0 " A2 . 7 1 LE V E L 1 E D G E O F S L A B P L A N UP DN UP BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R IOR W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S , ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S ABKEY PLANC A5 . 4 4 15 . 1 16 17 . 1 18 19 . 1 21 22 C A B D F. 1 E. 1 G. 1 F. 2 F D. 1 G H 19 201715 MA I N E L E C T . R O O M G1 0 3 EL E V . 1 G1 0 2 STAIR #2 G104 ST A I R # 1 G1 0 1 MA T C H L I N E B MA T C H L I N E A MATCHLINE B MATCHLINE A CC VH C MA I N T A I N 8 ' - 2 " C L E A R H E A D HE I G H T A T H A T C H E D A R E A FO R A C C E S S I B L E P A R K I N G 1 A1 1 . 7 1 A1 1 . 3 2 A11.3 G10 1 B G10 3 A G103BG104A E 18 ' - 0 " 24 ' - 4 " 18 ' - 0 " 18 ' - 0 " 24 ' - 4 " 18 ' - 0 " 9 ' - 0 " T Y P . 9 ' - 0 " T Y P . 9 ' - 0 " 1 ' - 2 " T Y P . 9 ' - 0 " 7 ' - 6 " 9' - 0 " 9' - 0 " 8 ' - 6 " 8 ' - 0 " 26 ' - 9 5 / 8 " 9' - 1 0 1 / 2 " 14 ' - 1 1 5 / 8 " 9' - 7 1 / 2 " 15 ' - 1 3 / 4 " 36 ' - 8 7 / 8 " 8' - 9 3/8" 2 ' - 1 1 7 / 8 " 8 ' - 1 0 1 / 8 " 24 ' - 1 5 / 8 " 1 2 6 ' - 0 " 6 ' - 6 5 / 8 " 9 ' - 4 " 9 ' - 4 " 9 ' - 4 " 9 ' - 4 " 9 ' - 4 " 9 ' - 4 " 9 ' - 4 " 9 ' - 4 " 9 ' - 4 " 9 ' - 4 " 9 ' - 4 " 9 ' - 4 " 9 ' - 2 3 / 4 " 8' - 3 1 / 8 " 9' - 4 " 9' - 2 1 / 2 " 7' - 7 3 / 4 " 11' - 7"9' - 4"9' - 4"9' - 4"9' - 5 1/4" G10 1 A PA R K I N G G A R A G E G1 0 0 1 A7.11 2 A7 . 1 1 1 A1 1 . 6 A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.0GARAGE SEGMENT PLAN A206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 / 8 " = 1 ' - 0 " A3 . 0 1 GA R A G E S E G M E N T P L A N A UP UP BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R I O R W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S , ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S ABKEY PLANC 7 7. 1 8. 1 9 10 . 1 11 . 1 12 14 13 . 1 C A B D F. 1 E. 1 G. 1 8 F. 2 F D. 1 G H 10 11 13 MA T C H L I N E B MA T C H L I N E A MATCHLINE B MATCHLINE A MA T C H L I N E C MA T C H L I N E B MATCHLINE C MATCHLINE B ST A I R # 3 G105 C C CC 1 A11.4G105A G10 0 B 1 A7 . 1 0 E T Y P . 9 ' - 0 " T Y P . 9 ' - 0 " T Y P . 9 ' - 0 " 18 ' - 0 " 24 ' - 4 " 18 ' - 0 " 18 ' - 0 " 24 ' - 4 " 18 ' - 0 " 7 ' - 6 " 7 ' - 6 " 7 ' - 6 " 2 2 ' - 0 " 6 ' - 3 " 7 ' - 6 " T Y P . 9 ' - 0 " 1 0 ' - 2 " TILT-UP GARAGE ENTRY DOOR -SEE SCHEDULE. GC TO VERIFY R.O. W/ MANUF. TI L T - U P G A R A G E E N T R Y D O O R - SE E S C H E D U L E . G C T O V E R I F Y R. O . W / M A N U F . MA I N T A I N 8 ' - 2 " C L E A R H E A D HE I G H T A T H A T C H E D A R E A F O R AC C E S S I B L E P A R K I N G 9 ' - 4 " 9 ' - 4 " 9 ' - 4 " 9 ' - 4 " 9 ' - 4 " 9 ' - 4 " 9 ' - 4 " 9 ' - 4 " 9 ' - 4 " 9 ' - 4 " 9 ' - 4 " 9 ' - 4 " 9 ' - 7 1 / 2 " 9' - 4"9' - 4"9' - 4"9' - 4"9' - 4"11' - 4 7/8" 3' - 11 1/4"22' - 0"SOFFIT ABOVE SO F F I T A B O V E RA M P U P G10 0 A G10 0 D G10 0 C PA R K I N G G A R A G E G1 0 0 2 A7 . 1 0 1 A7 . 1 2 2 A7 . 1 2 A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.1GARAGE SEGMENT PLAN B206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 / 8 " = 1 ' - 0 " A3 . 1 1 GA R A G E S E G M E N T P L A N B BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R IOR W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S,EL EVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S ABKEY PLANC A5 . 4 3 A5 . 1 1 31 4 65 6. 1 6. 2 7 C A B D F. 1 E. 1 G. 1 2 F. 2 F D. 1 G H FI R E / D O M E S T I C P U M P G1 0 6 BI C Y C L E P A R K I N G G1 0 8 EL E V . 2 G1 0 7 MA T C H L I N E C MA T C H L I N E B MATCHLINE C MATCHLINE B HC HC HC HC G10 6 A G10 8 A G10 9 AST O . G1 0 9 E G10 0 C PA R K I N G G A R A G E G1 0 0 2 A7 . 8 2 A7 . 1 2 3 A1 1 . 6 A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.2GARAGE SEGMENT PLAN C206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 / 8 " = 1 ' - 0 " A3 . 2 1 GA R A G E S E G M E N T P L A N C UP DN UP DN BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R I OR W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S , ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S ABCDEKEY PLAN A5 . 4 4 A5 . 4 1 A1 . 1 A6 B4 B1 . 1 B2 . 1 - H C A4A4A4A4 A5 A5 A3 . 1 A4 . 2 ST O . 10 7 A EL E V . L O B B Y 10 4 ST O . 10 6 EL E V . # 1 10 5 ST O . 10 2 STAIR #2 110 CO R R I D O R 10 3 CO R R I D O R 10 8 CO R R I D O R 10 9 CO R R I D O R 10 3 92 2 . 1 3 ' MA T C H L I N E B MA T C H L I N E A MATCHLINE B MATCHLINE A ST A I R # 1 10 1 EL E V A T E D CO U R T Y A R D 92 2 . 8 0 ' 1 A1 1 . 7 1 A1 1 . 3 2 A11.3 102 A 101 A 104 A 110 A 109 A 107 A 106 A 4 0 ' - 5 3 / 4 " 2 1 / 2 " 2 4 ' - 0 " 2 1 / 2 " 2 4 ' - 0 " 2 1 / 2 " 2 4 ' - 0 " 2 1 / 2 " 3 ' - 1 1 / 4 " 4 ' - 1 1 " 4 ' - 1 3 / 4 " 6 ' - 2 7 / 8 " 5 ' - 7 1 / 4 " 4 ' - 5 3 / 8 " 4 ' - 1 1 " 2 ' - 9 1 / 8 " 5 ' - 1 0 3 / 4 " 5 ' - 1 1 3 / 4 " 3 ' - 2 1 / 4 " 4 ' - 1 1 " 4 ' - 0 3 / 4 " 6 ' - 2 7 / 8 " 5 ' - 7 1 / 4 " 4 ' - 5 3 / 8 " 4 ' - 1 1 " 2 ' - 9 1 / 8 " 1' - 0 " 3' - 1 5 / 8 " 8 ' - 0 " 1 7 ' - 3 3 / 8 " 9 ' - 1 0 1 / 2 " 1 1 ' - 0 3 / 4 " 29 ' - 5 " 9' - 1 0 1 / 2 " 7 ' - 5" 3 ' - 0 3 /8 "6 ' - 6 7 / 8 " 6 ' - 0 " 2 ' - 1 1 1 / 2 " 3 ' - 6 " 2 ' - 8 1 / 8 " 4 ' - 6 1 / 4 " 2 3 ' - 0 1 / 2 " 2 1 / 2 " 4 ' - 11 "2 ' - 2 1 /4 "2 ' - 1 1 7 /8 " 3 ' - 2 3 / 4 " 2 1 / 2 " 36 ' - 2 1 / 8 " 5' - 8 3 / 8 " 6 ' - 5 5 / 8 " 2 ' - 8 5 / 8 " 4 ' - 1 1 " 4 ' - 0 3 / 8 " 5 ' - 1 3 / 8 " 7 ' - 2 3 / 4 " 2' - 1 0 5 / 8 " 2' - 1 1 3 / 8 " 2 ' - 1 0 5 / 8 " 2 ' - 5 " 2 ' - 4 " 1 6 ' - 2 1 / 4 " 2 1 / 2 " 4 ' - 9 1 / 8 " 1' - 4"3' - 9 1/2"4' - 11 1/2"8' - 1"16' - 0 5/8"21' - 7 1/4"4' - 6 1/8"9' - 0"2' - 9 1/2"16' - 3 5/8"21' - 7 1/4"1 1/8"34' - 1 1/2" 4' - 1 1 3 / 4 " 4 ' - 4 1 / 2 " 16 ' - 0 3 / 8 " 10 ' - 5 5 / 8 " 2 ' - 0 " 5 ' - 5 " 6 ' - 0 7 / 8 " 4 ' - 1 1 3 / 4 " 6 ' - 1 3 / 4 " 2 ' - 7 1 / 4 " 6 ' - 4 1 / 8 " 5 ' - 5 " 1 ' - 6 " F C C C C C G F D B A A A A A C D D D D E A F D C A A 2 1 / 2 " 18 ' - 0 " 6' - 0 1 / 2 " 12 ' - 0 1 / 8 " 12 ' - 1 5 / 8 " 5' - 1 " 4 ' - 1 1 " 8 ' - 0 " 3 ' - 1 3 / 4 " 2' - 1 0 3 / 4 " 6 ' - 2 5 / 8 " 5 ' - 9 1 / 2 " 2 ' - 1 0 1 / 4 " 4 ' - 1 1 " 2' - 1 0 3 / 8 " 1' - 6" 3 ' - 4 3 / 8 " 3 ' - 7 1 / 2 " 2' - 8 5/8"2' - 2 3/8"2' - 8 3/8"2' - 2 3/8" 3' - 7 5 / 8 " 3 ' - 4 1 / 2 " 7' - 0 1 / 8 " 2 1 / 2 " 7 ' - 3 3 / 8 " 4' - 10 3/4"4' - 11"2 3/8" G G C A C ME C H . 10 7 B 107 B 1 A7 . 1 1 2 A7 . 1 1 1 A7 . 1 3 2 A1 1 . 6 A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.3LEVEL 1 SEGMENT A206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 / 8 " = 1 ' - 0 " A3 . 3 1 LE V E L 1 S E G M E N T P L A N A DN DN UP BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R I O R W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S , ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S ABCDEKEY PLAN A5 . 4 2 A5 . 4 1 A4 A4 B1B1 B1 A5 A5 A3 . 1 A4 . 2 A4A4 A5 A5 A3 . 1 A4 . 2 ST O . 11 2 ST O . 11 3 A EL E V A T E D CO U R T Y A R D 92 2 . 8 0 ' CO R R I D O R 11 4 CO R R I D O R 11 5 CO R R I D O R 11 1 92 2 . 1 3 ' CO R R I D O R 10 3 CO R R I D O R 11 1 MA T C H L I N E C MA T C H L I N E B MATCHLINE C MATCHLINE B MA T C H L I N E B MA T C H L I N E A MATCHLINE B MATCHLINE A ST A I R # 3 1161A11.4 103 A 112 A 113 A 115 A 116 A 1 A7 . 1 0 2 1 / 2 " 3 6 ' - 0 " 2 1 / 2 " 2 4 ' - 0 " 4 ' - 6 1 / 4 " 4 ' - 1 1 " 2 ' - 8 3 / 4 " 6 ' - 1 1 1 / 8 " 4 ' - 1 0 7 / 8 " 7 ' - 4 " 4 ' - 6 " 4 " 6 ' - 0 3 / 8 " 6 ' - 1 5 / 8 " 4 ' - 0 5 / 8 " 4 ' - 1 1 " 2 ' - 8 3 / 8 " 6 ' - 1 1 3 / 8 " 5 ' - 2 5 / 8 " 5 ' - 9 " 6 ' - 5 1 / 8 " 4 ' - 0 1 / 2 " 4 ' - 1 1 " 2 ' - 8 1 / 2 " 7 ' - 2 7 / 8 " 4 ' - 1 1 1 / 4 " 2 1 / 2 " 3 6 ' - 0 " 1 1 ' - 8 " 6 ' - 5 1 / 4 " 5 ' - 3 3 / 8 " 2 1 / 2 " 2 4 ' - 0 " 4 " 2 4 ' - 0 " 4 ' - 2 1 / 4 " 4 ' - 1 1 " 2 ' - 9 1 / 4 " 2 ' - 0 " 5 ' - 4 1 / 2 " 4 ' - 5 1 / 2 " 2 1 / 2 " 4 ' - 2 1 / 4 " 4 ' - 1 1 " 2 ' - 9 1 / 4 " 2 ' - 0 " 5 ' - 0 7 / 8 " 4 ' - 9 1 / 8 " 2 1 / 2 " 18 ' - 2 " 6' - 2 1 / 2 " 24 ' - 0 " 5' - 1 " 4 ' - 1 1 " 8 ' - 2 " 6' - 2 3 / 8 " 5 ' - 1 0 " 2 ' - 5 7 / 8 " 4 ' - 1 1 " 3 ' - 0 3 / 4 " 1 ' - 6 " 3' - 8 1 / 4 " 2' - 6 1 / 4 " 4 ' - 0 3 / 8 " 3 ' - 3 " 1 ' - 9 7 / 8 " 3 ' - 1 1 / 8 " 1 ' - 9 7 / 8 " 3 ' - 1 1 / 4 " 3' - 2 7 / 8 " 3 ' - 8 3 / 4 " 4' - 1 1 " 8 ' - 0 " 2 1 / 2 " 18 ' - 0 " 2 1 / 2 " 24 ' - 2 " 9' - 7 1/2" 5' - 1 3 / 8 " 6 ' - 8 5 / 8 " 2 ' - 1 0 1 / 4 " 4 ' - 1 0 1 / 4 " 3 ' - 8 " 1' - 6 " 1' - 4" 3' - 9 1/2" 4' - 11 1/2" 8' - 1"16' - 0 3/4"19' - 11 1/4"2' - 11 1/2" 6' - 8 3/4" 5' - 3 5/8"3' - 9 3/8"1' - 4"34' - 1 3/4"1"19' - 11 1/4"20' - 1 1/4" C C C G G A A A AA C C A A C A C CC D A A C C A D 3' - 3 " 3 ' - 9 " 3' - 1 1/2"1' - 9 3/8"G ME C H . 11 3 B 113 B 2 A7 . 1 0 1 A7 . 1 2 2 A7 . 1 2 2 A7 . 1 3 A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.4LEVEL 1 SEGMENT B206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 / 8 " = 1 ' - 0 " A3 . 4 1 LE V E L 1 S E G M E N T P L A N B UP BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R I O R W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S , ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S ABCDEKEY PLAN A5 . 1 2 A5 . 3 2 B1 . 1 A4 A3 . 4 A3 . 4 B3 B1 B1 ST A I R # 5 11 8 ME C H . 12 0 LE A S E S T O . 12 1 LE A S E S T O . 12 2 LE A S E S T O . 12 3 LE A S E S T O . 12 4 EL E V . L O B B Y 12 6 ST O . 12 5 CO R R I D O R 11 9 CO R R I D O R 11 7 CO R R I D O R 11 1 MA T C H L I N E C MA T C H L I N E B MA T C H L I N E C MA T C H L I N E B M A T C H L I N E D M A T C H L I N E C M A T C H L I N E D M A T C H L I N E C MATCHLINE C MATCHLINE B 1 A1 1 . 5 1 A7 . 2 2 A7 . 2 1 A7 . 3 111 A 124 A 123 A 122 A 121 A 120 A 118 A 125 A126 A 36 ' - 2 1 / 8 " 2 1 / 2 " 24 ' - 0 " 2 1 / 2 " 18 ' - 0 " 2 1 / 2 " 1 8 ' - 0 " 2 1 / 2 " 7' - 2 1 / 8 " 9' - 2 1 / 4 " 4 ' - 1 1 " 9 ' - 4 3 / 8 " 5 ' - 6 1 / 2 " 5' - 3 " 6 ' - 6 7 / 8 " 2 ' - 9 3 / 4 " 4 ' - 9 " 4 ' - 7 3 / 8 " 10 ' - 1 0 " 7' - 2 1 / 8 " 7' - 2 1 / 8 " 1 0 ' - 1 0 " 3 1 ' - 9 5 / 8 " 4 3 / 8 " 2 6 ' - 3 1 / 4 " 2 0 ' - 5 " 8 ' - 0 " 3 ' - 7 " 2 6 ' - 7 5 / 8 " 5 ' - 2 5 / 8 " 6 ' - 4 " 5 ' - 1 0 1 / 8 " 4 ' - 0 3 / 8 " 4 ' - 1 1 " 2 ' - 8 5 / 8 " 6 ' - 7 5 / 8 " 5 ' - 6 3 / 8 " 5 ' - 7 3 / 8 " 6 ' - 4 " 2 ' - 7 1 / 8 " 3 ' - 1 1 3 / 4 " 1 8 ' - 6 1 / 4 " 4 " 3 6 ' - 0 " 2 1 / 2 " CM C C D A A A A A B B C D A 3' - 0 1 / 2 " 2' - 5 1 / 8 " 6 ' - 1 1 3 / 8 " 1 A7 . 9 2 A7 . 1 2 4 A1 1 . 6 A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.5LEVEL 1 SEGMENT C206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 / 8 " = 1 ' - 0 " A3 . 5 1 LE V E L 1 S E G M E N T P L A N C DN DN DN BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R I O R W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S , ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S ABCDEKEY PLANA5.21 A5 . 4 3 A5 . 1 1 A4 A4 A5 A5 A5 A3 . 1 A4 B1 A4 . 1 - H C A4 . 1 - H C ST O . 12 5 ST O . 12 7 EL E V . L O B B Y 12 6 CO R R I D O R 12 9 CO U R T Y A R D PO O L PO O L D E C K 92 2 . 8 0 ' 92 2 . 1 3 ' 92 0 . 8 0 ' CO R R I D O R 11 9 M A T C H L I N E D M A T C H L I N E C MATCHLINE E MATCHLINE D MA T C H L I N E C MA T C H L I N E B M A T C H L I N E D M A T C H L I N E C MATCHLINE E MATCHLINE D EL E V . # 2 12 8 2 A7 . 0 1 A7 . 3 1 A7 . 4 126 A 125 A 127 A 119 A 13 0 A ME C H . 13 0 2 A7 . 7 5' - 7 " 4 ' - 1 1 " 1 3 ' - 7 3 / 8 " 6' - 5 1 / 8 " 2 ' - 1 0 1 / 4 " 4 ' - 1 0 1 / 4 " 3 ' - 8 " 1' - 6 " 2 1 / 2 " 18 ' - 0 " 2 1 / 2 " 24 ' - 8 3 / 8 " 1' - 9 3/8"1' - 9 3/8"3' - 1 3/4" 3 ' - 8 7 / 8 " 3 ' - 2 7 / 8 " 2 3/8"5' - 2 1/2"2 1 / 2 " 2 4 ' - 0 " 4 " 2 4 ' - 0 " 2 1 / 2 " 4 ' - 4 3 / 8 " 5 ' - 5 5 / 8 " 2 ' - 0 " 2 ' - 9 1 / 4 " 4 ' - 2 1 / 4 " 4 ' - 1 1 " 4 ' - 2 1 / 4 " 4 ' - 1 1 " 2 ' - 9 1 / 4 " 2 ' - 0 " 4 ' - 7 5 / 8 " 5 ' - 2 3 / 8 " 5' - 1 " 4 ' - 1 1 " 8 ' - 0 " 4' - 5 1 / 8 " 4 ' - 1 1 " 9 ' - 9 1 / 8 " 4 ' - 1 0 7 / 8 " 5' - 2 7 / 8 " 6 ' - 1 1 1 / 8 " 4 ' - 0 " 4 ' - 1 1 " 2 ' - 9 " 6 ' - 1 1 1 / 8 " 5 ' - 2 7 / 8 " 5' - 1 7 / 8 " 7 ' - 1 1 / 4 " 3 ' - 8 " 4 ' - 1 1 " 2' - 9 3 / 4 " 3' - 1 1 / 4 " 4 ' - 1 1 " 4 ' - 1 3 / 4 " 6 ' - 7 5 / 8 " 5 ' - 1 7 / 8 " 2 1 / 2 " 18 ' - 0 " 2 1 / 2 " 24 ' - 0 " 4" 36 ' - 0 " 3" 23 ' - 1 1 1 / 2 " 2 1 / 2 " 23 ' - 1 1 1 / 2 " 3" 1 ' - 9 3 / 8 " 3 ' - 1 3 / 4 " 1 ' - 9 3 / 8 " 3 ' - 1 5 / 8 " 3' - 3 " 3 ' - 8 7 / 8 " 3 ' - 8 3 / 4 " 3 ' - 3 " C C C G G G A A A A A C C A C C A A CC 2 A7 . 8 2 A7 . 9 4 A1 1 . 6 A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.6LEVEL 1 SEGMENT D206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 / 8 " = 1 ' - 0 " A3 . 6 1 LE V E L 1 S E G M E N T P L A N D DN DN UP UP BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R I OR W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S , ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S ABCDEKEY PLAN A5 . 0 2 B1 B1 ST A I R # 4 13 2 CO R R I D O R 12 9 92 0 . 8 0 ' ME N ' S 13 6 FI T N E S S 14 0 SP I N / Y O G A 13 9 M A T C H L I N E E M A T C H L I N E D M A T C H L I N E E M A T C H L I N E D ME C H . 13 8 AC C E S S I B L E LI F T FL O O R A B O V E TE R R A C E AB O V E GA R A G E D O O R W / GL A S S I N S E R T S PO O L D E C K WO M E N ' S 14 1 ME N ' S 14 2 PO O L E Q U I P . 14 3 CH E M . S T O . 14 3 B 1 A4.8 1 A4 . 9 LE V E L 2 A B O V E 2 A1 1 . 5 ---- 132 A 131 A 133 A 138 A 140 A 139 A 140 B 133 B 141 A 142 A 143 A 143 B ME C H . 14 0 C A/ V 14 0 B MECH.139B EL E C . 13 5 WO M E N ' S 13 7 ME C H . 13 4 ME C H . 13 1 134 A 135 A 136 A 137 A 139 C 139B 140 C ST O . 13 9 C A5 . 1 3 1 A7 . 6 1 A7 . 8 133 C 133 D CL U B 13 3 FL O O R A B O V E 7'- 0 " H W A L L S RA M P U P 3" 36 ' - 0 " 2 1 / 2 " 36 ' - 0 " 2 1 / 2 " 2' - 8 1 / 4 " 4 ' - 1 1 " 4 ' - 0 3 / 4 " 6 ' - 1 1 1 / 4 " 5 ' - 2 7 / 8 " 5' - 6 1 / 4 " 6 ' - 7 7 / 8 " 5' - 2 7 / 8 " 6 ' - 1 1 1 / 8 " 4 ' - 0 3 / 8 " 4 ' - 1 1 " 2 ' - 8 5 / 8 " 6 ' - 1 1 1 / 4 " 5 ' - 2 7 / 8 " 4' - 1 0 3 / 8 " 10 ' - 4 1 / 2 " 25 ' - 2 " 52' - 0 3/4"5' - 1 1/2" 1"27' - 1 5/8" 20 ' - 3 " 20 ' - 3 " 1 5 ' - 9 " 1 0 ' - 1 1 " 2 6 ' - 8 " 2' - 1 1 1 / 4 " 17 ' - 3 3 / 4 " 20 ' - 3 " 1 1 ' - 3 " 1 2 ' - 9 1 / 2 " 2 ' - 7 1 / 2 " 2 6 ' - 8 " 9' - 5 1 / 2 " 16 ' - 1 " 8' - 7 3 / 8 " 8' - 7 3 / 8 " 4 ' - 1 1 / 8 " 46 ' - 1 0 1 / 2 " 6' - 1 7 / 8 " 3 ' - 9 1 / 8 " 5 ' - 2 1 / 8 " 3 ' - 5 3 / 4 " 9' - 1 1 " 8 ' - 7 7 / 8 " 3 ' - 1 3 /8 "6 ' - 9 3 /8 " 7 ' - 1 1 " 5 ' - 5 3 /8 " 2 3 ' - 3 1 /8 " C C A A A A R AA AA R H R A 1 A7 . 7 3 A7 . 6 --- - 1 A7 . 5 2 A7 . 5 A4 . 9 2 A4 . 9 4 A4 . 9 5 A4 . 9 3 A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.7LEVEL 1 SEGMENT E206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 / 8 " = 1 ' - 0 " A3 . 7 1 LE V E L 1 S E G M E N T P L A N E BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R I O R WALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S , ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S ABCDEKEY PLAN A5 . 4 4 A5 . 4 1 B2 - H C A4 . 1 A4 - H C A4 - H C A4 A5 A5 B4 A6 A1 B1 . 6 A4 . 8 A4 . 5 EL E V . L O B B Y 20 4 ST O . 20 6 EL E C . 20 7 A ST A I R # 2 209 93 3 . 9 0 ' EL E V . # 1 20 5 CO R R I D O R 20 8 ST A I R # 1 20 1 ST O . 20 2 CO R R I D O R 20 3 CO R R I D O R 20 3 MA T C H L I N E B MA T C H L I N E A MATCHLINE B MATCHLINE A 1 A1 1 . 7 1 A1 1 . 3 2 A11.3 202 A 201 A 204 A 207 A 206 A 209 A ME C H . 20 7 B 207 B 4 0 ' - 5 3 / 4 " 2 1 / 2 " 2 4 ' - 0 " 2 1 / 2 " 2 4 ' - 0 " 2 1 / 2 " 2 4 ' - 0 " 2 1 / 2 " 2 ' - 0 " 5 ' - 8 1 / 2 " 5 ' - 9 1 / 4 " 4 ' - 1 1 3 / 4 " 6 ' - 1 3 / 4 " 8 ' - 1 1 1 / 2 " 5 ' - 5 " 1 ' - 6 " 3 ' - 1 1 / 4 " 4 ' - 1 1 " 4 ' - 1 3 / 4 " 1 ' - 6 " 4 ' - 9 " 4 ' - 9 " 1 0 " 4 ' - 5 3 / 8 " 4 ' - 1 1 " 2 ' - 9 1 / 8 " 1 ' - 6 " 4 ' - 9 1 / 4 " 4 ' - 9 1 / 4 " 1 0 " 3 ' - 2 1 / 4 " 4 ' - 1 1 " 4 ' - 0 3 / 4 " 1 ' - 6 " 4 ' - 9 " 4 ' - 9 " 1 0 " 4 ' - 5 3 / 8 " 4 ' - 1 1 " 2 ' - 9 5 / 8 " 1' - 0 " 3 ' - 1 5 / 8 " 8 ' - 0 " 17 ' - 3 3 / 8 " 9' - 1 0 1 / 2 " 11 ' - 0 3 / 4 " 4' - 1 1 3 / 4 " 55 ' - 3 7 / 8 " 1' - 4"3' - 9 1/2"4' - 11 1/2"8' - 1"16' - 0 5/8"3' - 2 5/8"18' - 4 5/8"4' - 6 1/8"9' - 0"2' - 9 1/2"1' - 1 1/2"73' - 3" 2 1 / 2 " 24 ' - 0 " 2 1 / 2 " 23 ' - 1 1 3 / 4 " 6' - 5 " 5 ' - 5 " 4 ' - 1 3 / 4 " 4 ' - 1 1 " 3 ' - 1 1 / 4 " 5' - 9 1 / 8 " 6 ' - 1 " 2 ' - 1 0 1 / 4 " 4 ' - 1 1 " 2 ' - 1 0 3 / 8 " 1 ' - 6 " 2 1 / 2 " 36 ' - 2 1 / 8 " 5' - 8 3 / 8 " 6 ' - 5 5 / 8 " 2' - 8 5 / 8 " 4' - 1 1 " 4 ' - 0 3 / 8 " 5 ' - 2 1 / 8 " 4 ' - 9 1 / 8 " 2 ' - 5 " 2' - 1 0 5 / 8 " 2' - 1 1 3 / 8 " 5' - 1 0 " 4 ' - 9 3 / 8 " 5 ' - 2 7 / 8 " 9 1 / 8 " 2 ' - 8 1 / 8 " 3 ' - 6 " 2 ' - 1 1 1 / 2 " 8 ' - 1 1 1 / 2 " 3 ' - 0 1 / 8 " 1 ' - 9 5 / 8 " 2 ' - 1 0 " 2 ' - 1 0 3 / 4 " 2 ' - 0 1 / 8 " 4 ' - 1 1 " 3 ' - 4 3 / 4 " 2 ' - 1 1 7 / 8 " 2 ' - 5 7 / 8 " 2 ' - 3 " 2 3 ' - 0 1 / 2 " 2 1 / 2 " 9 ' - 1 1 / 2 " 1 6 ' - 2 1 / 2 " 2 1 / 2 " 4 ' - 8 7 / 8 " 6' - 1 1 7 / 8 " 2 1 / 2 " 7 ' - 3 1 / 8 " 3' - 7 3 / 8 " 3 ' - 4 1 / 2 " 2' - 8 5/8"2' - 2 3/8"2' - 8 3/4"2' - 2 3/8" 3 ' - 4 3 / 8 " 3 ' - 7 1 / 4 " A C C C C C C J J J G L J J B G G C C AA D A D D D D E E D F A F C F 11 ' - 5 1 / 2 " 10 ' - 5 5 / 8 " 1' - 0 " 1 A7 . 1 1 2 A7 . 1 1 1 A7 . 1 3 2 A1 1 . 6 A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.8LEVEL 2 SEGMENT A206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 / 8 " = 1 ' - 0 " A3 . 8 1 LE V E L 2 S E G M E N T P L A N A BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R I O R W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S , ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S ABCDEKEY PLAN A5 . 4 2 A5 . 4 1 A4 A4 B1 . 5 B1 B1 . 5 A5 A5 A3 . 0 A4 . 5 A4 . 5 A4 . 8 A5 A5 A4 A4 EL E C . 21 1 ST O . 21 2 A 93 3 . 9 0 ' CO R R I D O R 21 3 ST A I R # 3 214 MA T C H L I N E C MA T C H L I N E B MATCHLINE C MATCHLINE B MA T C H L I N E B MA T C H L I N E A MATCHLINE B MATCHLINE A CO R R I D O R 20 3 CO R R I D O R 21 0 1 A11.4 203 A 211 A 212 A 214 A 1 A7 . 1 0 20' - 1 1/4"19' - 11 1/4"1"34' - 1 3/4" 4' - 1 5 / 8 " 4 ' - 1 1 " 3 ' - 1 3 / 8 " 6 ' - 0 1 / 2 " 6 ' - 0 " 2 ' - 1 0 1 / 4 " 4 ' - 1 1 " 3 ' - 0 3 / 4 " 1 ' - 6 " 4' - 1 1 " 1' - 1 0 " 7' - 3 1 / 8 " 2 1 / 2 " 2 4 ' - 0 " 2 1 / 2 " 24 ' - 2 " 5 ' - 5 3 / 8 " 6 ' - 8 5 / 8 " 4 ' - 0 1 / 2 " 4 ' - 1 1 " 2 ' - 8 1 / 2 " 6 ' - 7 5 / 8 " 5 ' - 6 3 / 8 " 5 ' - 8 3 / 4 " 4 ' - 1 1 3 / 8 " 1 ' - 6 " 4 ' - 0 1 / 2 " 4 ' - 1 1 " 2 ' - 8 1 / 2 " 4 " 2 4 ' - 0 " 2 1 / 2 " 3 6 ' - 0 " 2 1 / 2 " 3 6 ' - 0 " 2 1 / 2 " 5 ' - 2 3 / 8 " 4 ' - 6 1 / 4 " 4 ' - 1 1 " 2 ' - 8 3 / 4 " 6 ' - 7 5 / 8 " 5 ' - 2 1 / 2 " 5 ' - 6 1 / 4 " 6 ' - 7 7 / 8 " 2 ' - 8 3 / 8 " 4 ' - 1 1 " 4 ' - 0 5 / 8 " 1 ' - 8 " 4 ' - 9 " 4 ' - 9 " 1 ' - 0 " 2 1 / 2 " 2 4 ' - 0 " 4 " 2 4 ' - 0 " 2 1 / 2 " 4 ' - 5 3 / 4 " 4 ' - 1 1 " 2 ' - 9 1 / 4 " 2 ' - 0 " 5 ' - 4 1 / 2 " 4 ' - 5 1 / 2 " 4 ' - 5 3 / 4 " 4 ' - 1 1 " 2 ' - 9 1 / 4 " 2 ' - 0 " 5 ' - 0 7 / 8 " 4 ' - 9 1 / 8 " 1 ' - 9 7 / 8 " 3 ' - 1 1 / 4 " 3' - 2 7 / 8 " 3 ' - 8 3 / 4 " 1 ' - 9 7 / 8 " 3 ' - 1 1 / 8 " 3 ' - 8 7 / 8 " 3 ' - 3 " 7 ' - 3 3 / 8 " C C C C C G G J A A A A J C C A A C A C A K 1' - 4"3' - 9 1/2" 4' - 11 1/2" 8' - 1"16' - 0 3/4"3' - 2 5/8"16' - 8 5/8"2' - 11 1/2" 6' - 8 3/4" 5' - 3 5/8" 3' - 9 3/8"1' - 4" C D L D C 5' - 4 7 / 8 " 6 ' - 5 1 / 8 " 2 ' - 1 0 1 / 4 " 4 ' - 1 1 " 3 ' - 6 3 / 4 " 1' - 6 3 / 8 " 2 1 / 2 " 18 ' - 0 " 2 1 / 2 " 24 ' - 8 3 / 8 " 5' - 1 " 4 ' - 1 1 " 8 ' - 0 " 3' - 3 " 3 ' - 9 " 7' - 3 3 / 8 "3' - 1 5/8"1' - 9 3/8" C A K C G ME C H . 21 2 B 212 B 1 A7 . 1 2 2 A7 . 1 2 2 A7 . 1 3 A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.9LEVEL 2 SEGMENT B206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 / 8 " = 1 ' - 0 " A3 . 9 1 LE V E L 2 S E G M E N T P L A N B BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R I O R W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S , ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S ABCDEKEY PLAN A5 . 1 2 A5 . 3 2 B1 . 5 B1 . 5 B3 A3 . 4 A3 . 4 A4 B1 . 6 A4 . 7 A4 . 6 B1 . 3 A4 . 6 A3 . 3 ME C H . 21 8 LE A S E S T O . 21 9 LE A S E S T O . 22 0 LE A S E S T O . 22 1 LE A S E S T O . 22 2 RE S I D E N T I A L L O B B Y 22 4 EL E C . 22 3 ST A I R # 5 21 6 93 3 . 9 0 ' CO R R I D O R 21 5 MA T C H L I N E C MA T C H L I N E B M A T C H L I N E D M A T C H L I N E C M A T C H L I N E D M A T C H L I N E C MATCHLINE C MATCHLINE B CO R R I D O R 21 0 93 0 . 4 8 ' 93 3 . 8 6 ' 93 3 . 8 6 ' 93 0 . 0 3 ' 92 8 . 5 9 ' 92 8 . 1 6 ' 93 3 . 8 6 ' 1 A1 1 . 5 1 A7 . 2 2 A7 . 2 1 A7 . 3 210 A 222 A 221 A 220 A 219 A 218 A 223 A 216 A 224 A LI V I N G 21 7 1 8 ' - 6 1 / 4 " 4 " 3 6 ' - 0 " 2 1 / 2 " 1 ' - 0 1 / 2 " 4 ' - 8 3 / 4 " 4 ' - 8 3 / 4 " 1 ' - 8 " 4 ' - 0 3 / 8 " 4 ' - 1 1 " 2 ' - 8 5 / 8 " 6 ' - 7 5 / 8 " 5 ' - 6 3 / 8 " 5 ' - 7 3 / 8 " 6 ' - 4 " 2 ' - 7 1 / 8 " 3 ' - 1 1 3 / 4 " 5 ' - 6 1 / 4 " 6 ' - 7 7 / 8 " 10 ' - 1 0 " 5' - 8 1 / 8 " 1' - 6 " 1' - 6 " 5' - 8 1 / 8 " 1 0 ' - 1 0 " 4' - 1 1 1 / 2 " 6 ' - 1 0 5 / 8 " 2 ' - 9 5 / 8 " 4 ' - 1 1 " 4 ' - 5 3 / 8 " 4' - 0 1 / 8 " 4 ' - 1 1 " 2 ' - 8 3 / 4 " 6 ' - 7 3 / 4 " 5 ' - 6 1 / 2 " 2' - 4 7 / 8 " 4' - 9 1 / 4 " 5 ' - 2 1 / 8 " 1 ' - 1 1 / 2 " 3 ' - 7 " 8 ' - 0 " 2 0 ' - 6 1 / 2 " 1 ' - 6 " 3 ' - 9 7 / 8 " 2 ' - 4 5 / 8 " 6 ' - 6 5 / 8 " 2 3 ' - 3 1 / 8 " 2 ' - 8 1 / 8 " 3 3 ' - 1 1 / 2 " 1 1 / 2 " 2 5 ' - 1 1 1 / 4 " 1 4 ' - 3 " 27 ' - 4 1 / 2 " 2 1 / 2 " 24 ' - 0 " 2 1 / 2 " 36 ' - 0 " 2 1 / 2 " 24 ' - 0 " 2 1 / 2 " 1 8 ' - 2 1 / 8 " 6' - 2 " 6 ' - 3 7 / 8 " 5 ' - 8 1 / 4 " 4' - 5 1 / 8 " 4 ' - 5 1 / 8 " 2 ' - 4 1 / 4 " 2' - 8 3 / 4 " 4 ' - 1 1 " 4 ' - 6 1 / 4 " 4' - 1 5 / 8 " 4 ' - 8 3 / 4 " 2' - 4 1 / 4 " 3' - 1 0 1 / 2 " 4 ' - 1 1 " 2 ' - 1 1 " 2' - 5 1 / 4 " 4' - 5 1 / 8 " 4 ' - 5 1 / 8 " 1' - 6 " 1' - 8 5 / 8 " 4' - 4 1 / 2 " 4 ' - 1 1 " 3 ' - 0 1 / 2 " 6 ' - 3 3 / 8 " 5 ' - 6 3 / 4 " A A A A C C C C M C C A A A A B B A J C L D D C J 3' - 0 1 / 2 " 2' - 5 " 2' - 1 1 1 / 2 " 4' - 1 1 " 4 ' - 3 1 / 2 " 2' - 5 3 / 4 " 4' - 5 1 / 8 " 4 ' - 5 1 / 8 " C A UP 1 A7 . 9 2 A7 . 1 2 8 A4 . 7 9 A4 . 7 10 A4 . 7 11 A4 . 7 5 A11.6A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.10LEVEL 2 SEGMENT C206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 / 8 " = 1 ' - 0 " A3 . 1 0 1 LE V E L 2 S E G M E N T P L A N C BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R I O R W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S , ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S ABCDEKEY PLAN A5 . 0 1 A5.21 A5 . 4 3 A5.02 A5 . 1 1 A5 A4A4 A5 A5 A3 . 0 A4 B1 A4 A4 A4 . 7 A4 . 7 A4 . 6 A4 . 6 A4 . 7 A4 . 7 A2 RE S I D E N T I A L L O B B Y 22 4 EL E V . # 2 22 5 EL E C . 22 3 93 3 . 9 0 ' M A T C H L I N E D M A T C H L I N E C MATCHLINE E MATCHLINE D MA T C H L I N E C MA T C H L I N E B M A T C H L I N E D M A T C H L I N E C MATCHLINE E MATCHLINE D 93 1 . 4 0 ' 93 1 . 3 5 ' 93 1 . 0 4 ' 93 0 . 6 4 ' 93 0 . 0 0 ' 93 3 . 6 6 ' 93 3 . 8 6 ' 93 3 . 6 6 ' 93 3 . 6 3 ' 93 3 . 6 3 ' ST O . 22 6 1 A7 . 3 1 A7 . 4 224 A 223 A 217 A 228 A EL E C . 22 8 2 A7 . 3 2 A7 . 7 LI V I N G 21 7 CO R R I D O R 22 7 2 1 / 2 " 18 ' - 0 " 2 1 / 2 " 24 ' - 8 3 / 8 " 5' - 4 7 / 8 " 6 ' - 5 1 / 8 " 2 ' - 1 0 1 / 4 " 4 ' - 1 1 " 3 ' - 6 3 / 4 " 1 ' - 6 3 / 8 " 5' - 1 " 4 ' - 1 1 " 8 ' - 0 " 7' - 3 3 / 8 " 2 1 / 2 " 18 ' - 0 " 2 1 / 2 " 24 ' - 0 " 4" 36 ' - 0 " 2 1 / 2 " 24 ' - 0 " 2 1 / 2 " 24' - 0"2 1/2" 3' - 1 1 / 4 " 4 ' - 1 1 " 4 ' - 1 3 / 4 " 6 ' - 7 5 / 8 " 5 ' - 2 3 / 8 " 5' - 2 3 / 8 " 6 ' - 7 5 / 8 " 4 ' - 1 3 / 4 " 4 ' - 1 1 " 3 ' - 1 1 / 4 " 5' - 6 1 / 2 " 6 ' - 7 5 / 8 " 2 ' - 8 5 / 8 " 4 ' - 1 1 " 10 ' - 1 1 1 / 2 " 5 ' - 2 7 / 8 " 4' - 5 1 / 8 " 4 ' - 1 1 " 2 ' - 9 7 / 8 " 6 ' - 7 5 / 8 " 5 ' - 2 3 / 8 " 4' - 1 1 " 8 ' - 0 " 3' - 3 " 4 ' - 0 3 / 8 " 1 ' - 9 3 / 8 " 3 ' - 1 3 / 4 " 3 ' - 8 3 / 4 " 3 ' - 3 " 1 ' - 9 3 / 8 " 3 ' - 1 5 / 8 " 2 1 / 2 " 2 4 ' - 0 " 4 " 2 4 ' - 0 " 2 1 / 2 " 4 ' - 4 3 / 8 " 5 ' - 5 5 / 8 " 2 ' - 0 " 2 ' - 9 1 / 4 " 4 ' - 1 1 " 4 ' - 5 3 / 4 " 4 ' - 5 3 / 4 " 4 ' - 1 1 " 2 ' - 9 1 / 4 " 2 ' - 0 " 4 ' - 4 1 / 2 " 5 ' - 5 5 / 8 "1' - 9 3/8" 4 ' - 0 3 / 8 " 3 ' - 2 7 / 8 " 3' - 1 3/4"1' - 9 3/8"7 ' - 3 3 / 8 " 5' - 11 3/8" 3' - 2 1 / 4 " 4 ' - 1 1 " 4 ' - 1 1 / 4 " 5 ' - 1 1 3 / 4 " 5 ' - 9 3 / 4 " 24 ' - 2 " 2 1 / 2 " 24 ' - 0 " 2 1 / 2 " 24 ' - 0 " 4" 24 ' - 0 " 2 1 / 2 " 24 ' - 0 " 2 1 / 2 " 24 ' - 0 " 2 1/2" 6' - 1 3 / 8 " 5 ' - 8 3 / 4 " 4 ' - 0 3 / 4 " 4 ' - 1 1 " 3 ' - 2 1 / 4 " 4' - 1 1 1 / 8 " 4 ' - 5 1 / 8 " 2 ' - 5 3 / 4 " 3' - 2 1 / 4 " 4 ' - 1 1 " 4 ' - 0 3 / 4 " 4' - 0 3 / 4 " 4 ' - 1 1 " 3 ' - 2 1 / 4 " 2' - 5 3 / 4 " 4 ' - 8 3 / 4 " 4 ' - 7 5 / 8 " 3' - 1 1 / 4 " 4 ' - 1 1 " 4 ' - 1 3 / 4 " 5 ' - 1 1 3 / 4 " 5 ' - 1 0 1 / 4 " 5' - 1 1 3 / 4 " 6 ' - 0 1 / 4 " 4 ' - 1 3 / 4 " 4 ' - 1 1 " 3 ' - 1 1 / 4 " 7' - 3 5 / 8 " 5' - 1 7 / 8 " A A A A C C C C A C C C C G G G A A A A A C A A C C C C A A C A Q C KK 226 A 2 A7 . 8 2 A7 . 9 4 A4 . 7 5 A4 . 7 6 A4 . 7 7 A4 . 7 5 A1 1 . 6 A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.11LEVEL 2 SEGMENT D206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 / 8 " = 1 ' - 0 " A3 . 1 1 1 LE V E L 2 S E G M E N T P L A N D BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R I O R W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S , ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S ABCDEKEY PLAN A5 . 0 2 A5.03 B1 . 2 A2 A2 B1 . 2 B1 B1 ST A I R # 4 23 2 93 3 . 9 0 ' 1 A4.10 OP E N T O CL U B B E L O W WO R K R O O M 23 6 M/ W R R 23 8 MA I L R O O M 239 ME C H . 23 0 MA I N T E N A N C E 23 1 AC C E S S I B L E LI F T ME C H . 23 7 BU I L T - IN B A N Q U E T SE A T I N G W / SH E L V I N G B E H I N D 93 1 . 8 3 ' 93 1 . 8 8 ' 93 1 . 6 1 ' 93 1 . 0 5 ' 93 3 . 6 1 ' 93 3 . 6 1 ' 93 3 . 6 6 ' 93 0 . 4 2 ' M A T C H L I N E E M A T C H L I N E D M A T C H L I N E E M A T C H L I N E D 2 A1 1 . 5 ---- 232 A 234 A 233A 235 A 236 B 238 A 236 A 237 A 231 A 232 B JA N I T O R 23 1 B 230 A 231 B A5 . 1 3 2 A7 . 4 1 A7 . 8 EL E C . 22 9 229 A ME C H . 23 1 C 231 C CO R R I D O R 22 7 LE A S I N G L O B B Y 23 3 LE A S I N G O F F I C E S 23 4 MGR.'S OFFICE 235 KI T C H E N 24 0 ME C H . 23 6 B 2 1 / 2 " 36 ' - 0 " 2 1 / 2 " 36 ' - 0 " 2 1 / 2 " 5' - 2 5 / 8 " 6 ' - 1 1 3 / 8 " 2' - 8 1 / 4 " 4' - 1 1 " 4 ' - 0 3 / 4 " 6 ' - 1 1 1 / 4 " 5 ' - 2 7 / 8 " 5' - 2 7 / 8 " 6 ' - 1 1 1 / 8 " 4 ' - 0 3 / 8 " 4 ' - 1 1 " 2' - 8 5 / 8 " 6' - 1 1 1 / 4 " 5 ' - 2 7 / 8 " 5' - 2 3 / 8 " 20 ' - 1 0 1 / 4 " 11 ' - 0 1 / 2 " 8' - 7 5 / 8 " 7' - 6 5/8" 48 ' - 1 " 2 ' - 0 " 1 ' - 6 " 5' - 2 5/8"6' - 8"4' - 8"9' - 4"9' - 4"6' - 3 1/2"19' - 3"13' - 10 1/2"8' - 4 3/8"5' - 11 5/8"88' - 11 5/8" 2 1 / 2 " 23 ' - 6 1 / 2 " 1 1 / 4 " 23 ' - 6 5 / 8 " 2 1 / 2 " 36 ' - 0 " 2 1 / 2 " 36 ' - 2 " 9' - 5 3 / 4 " 5' - 1 1 3 / 8 " 5 ' - 9 5 / 8 " 3 ' - 2 1 / 4 " 4 ' - 1 1 " 3 ' - 8 1 / 4 " 1' - 8 1 / 2 " 1' - 1 1 3 / 4 " 4' - 1 1 " 3 ' - 2 1 / 4 " 5 ' - 3 3 / 8 " 6 ' - 5 5 / 8 " 5' - 9 1 / 4 " 5 ' - 1 1 3 / 8 " 4 ' - 6 " 4 ' - 1 1 " 2 ' - 8 1 / 2 " 2' - 4 1 / 4 " 4' - 5 1 / 8 " 4 ' - 5 1 / 8 " 11 5 / 8 " 5' - 4 3 / 4 " 4 ' - 5 1 / 8 " 2' - 4 1 / 4 " 2' - 8 1 / 2 " 4 ' - 1 1 " 4 ' - 0 1 / 2 " 5 ' - 1 0 1 / 2 " 6 ' - 5 5 / 8 " 9 ' - 5 3 / 4 " 4 ' - 6 " 8 ' - 0 " 4 ' - 1 7 / 8 " 11' - 6 1/2" 4' - 1 0 7 / 8 " 2 ' - 6 " 2' - 6 1 / 8 " 8' - 1 5 / 8 " 18 ' - 0 5 / 8 " 3 ' - 0 5 /8 "4 ' - 1 7 /8 " 9 ' - 6 7 /8 " 6 ' - 5 3 /4 " 2 3 ' - 3 1 /8 " A A A A A A C C G G C C A A A A I N R Q Q I RRIN A F F 3 ' - 1 1 5 / 8 " 3 ' - 1 3 / 8 " RA M P U P 241 A TE R R A C E 24 1 1 A7 . 7 3 A7 . 6 --- - 1 A7 . 5 2 A7.5 A4 . 9 2 A4 . 9 4 A4 . 9 5 A4 . 9 3 1 A4 . 7 2 A4 . 7 3 A4 . 7 A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.12LEVEL 2 SEGMENT E206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 / 8 " = 1 ' - 0 " A3 . 1 2 1 LE V E L 2 S E G M E N T P L A N E BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R I O R W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S , ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S ABCDEKEY PLAN A5 . 4 4 A5 . 4 1 B2 - H C A4 . 1 A4 . 1 A4 . 1 A4 A5 A5 A4 . 8 A4 . 5 B1 . 6 B4 A6 A1 EL E V . L O B B Y 30 4 STAIR #2 309 ST A I R # 1 30 1 EL E V . # 1 30 5 94 4 . 6 9 ' MA T C H L I N E B MA T C H L I N E A MATCHLINE B MATCHLINE A 1 A1 1 . 7 1 A1 1 . 3 2 A11.3 302 A 301 A 307 A 304 A 309 A 306 A 1' - 0 " 3 ' - 1 5 / 8 " 8 ' - 0 " 17 ' - 3 3 / 8 " 4' - 1 1 1 / 4 " 4 ' - 1 1 1 / 4 " 1 1 ' - 0 3 / 4 " 4 ' - 1 1 3 / 4 " 55 ' - 3 7 / 8 " 11 ' - 5 1 / 2 " 4 ' - 4 1 / 2 " 7 ' - 5 " 2 ' - 1 1 5 / 8 " 1 ' - 9 5 / 8 " 4 ' - 9 3 / 8 " 5 ' - 2 7 / 8 " 9 1 / 8 " 2 ' - 1 1 1 / 2 " 3 ' - 6 " 2 ' - 8 1 / 8 " 2 3 ' - 0 1 / 2 " 2 1 / 2 " 9 ' - 1 1 / 2 " 4 0 ' - 5 3 / 4 " 2 1 / 2 " 2 4 ' - 0 " 2 1 / 2 " 2 4 ' - 0 " 2 1 / 2 " 2 4 ' - 0 " 2 1 / 2 " 2 ' - 9 5 / 8 " 4 ' - 1 1 " 4 ' - 5 3 / 8 " 4 ' - 1 1 " 4 ' - 0 3 / 4 " 1 ' - 6 " 4 ' - 9 " 5 ' - 7 " 3 ' - 2 1 / 4 " 4 ' - 5 3 / 8 " 4 ' - 1 1 " 2 ' - 9 1 / 8 " 1 ' - 6 " 4 ' - 9 1 / 4 " 4 ' - 9 1 / 4 " 1 0 " 1 ' - 6 " 4 ' - 9 " 5 ' - 7 " 4 ' - 1 3 / 4 " 4 ' - 1 1 " 2 ' - 9 3 / 4 " 5 ' - 8 1 / 2 " 1 ' - 6 " 6 ' - 0 5 / 8 " 2 ' - 7 1 / 4 " 6 ' - 1 3 / 4 " 4 ' - 1 1 3 / 4 " 6 ' - 0 7 / 8 " 5 ' - 5 " 2 ' - 0 " 5' - 8 3 / 8 " 6 ' - 5 5 / 8 " 7 ' - 7 5 / 8 " 4 ' - 0 3 / 8 " 5 ' - 2 1 / 8 " 4 ' - 9 1 / 8 " 2 ' - 5 " 2' - 1 0 5 / 8 " 2' - 1 1 3 / 8 " 2 ' - 1 1 7 / 8 " 2 ' - 2 1 / 4 " 4 ' - 1 1 " 3 ' - 2 5 / 8 " 2 ' - 5 " 2 ' - 3 7 / 8 " 4 ' - 8 7 / 8 " 2 1 / 2 " 1 6 ' - 2 1 / 2 " 5' - 1 0 " 2 1 / 2 " 36 ' - 2 1 / 8 " 34' - 1 1/2"1 1/8"21' - 7 1/4"17' - 5 1/8"1' - 1 1/2"2' - 9 1/2" 9' - 0" 4' - 6 1/8" 3' - 2 5/8" 18' - 4 5/8" 16' - 0 5/8" 8' - 1" 4' - 11 1/2" 3' - 9 1/2"1' - 4" 13 4 ' - 5 7 / 8 " 6' - 0 5 / 8 " 5 ' - 9 1 / 2 " 2 ' - 1 0 1 / 4 " 4 ' - 1 1 " 2 ' - 1 0 3 / 8 " 1 ' - 6 " 4' - 1 3 / 4 " 4 ' - 1 1 " 3 ' - 1 1 / 4 " 6' - 1 1 / 2 " 5 ' - 8 5 / 8 " 7' - 3 5 / 8 " 2 1 / 2 " 24 ' - 0 " 2 1 / 2 " 23 ' - 1 1 3 / 4 " 3 ' - 7 7 / 8 " 3 ' - 7 3 / 8 " 2' - 8 3/4"2' - 2 3/8"2' - 8 3/8"2' - 2 3/8" 3' - 7 5 / 8 " 3 ' - 4 1 / 2 " 2 1 / 2 " 7 ' - 3 1 / 4 " A J J J G L J F J B G G C A C C C C C C C A D A D D A D D E F D C F ME C H . 30 7 B 307 B ST O . 30 7 A ST O . 30 6 CO R R I D O R 30 8 ST O . 30 2 CO R R I D O R 30 3 CO R R I D O R 30 3 1 A7 . 1 1 2 A7 . 1 1 1 A7 . 1 3 2 A1 1 . 6 A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.13LEVEL 3 SEGMENT A206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 / 8 " = 1 ' - 0 " A3 . 1 3 1 LE V E L 3 S E G M E N T P L A N A BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R I O R W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S , ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S ABCDEKEY PLAN A5 . 4 2 A5 . 4 1 STAIR #3 314 MA T C H L I N E C MA T C H L I N E B MATCHLINE C MATCHLINE B MA T C H L I N E B MA T C H L I N E A MATCHLINE B MATCHLINE A 94 4 . 6 9 ' A4 . 8 A5 A5 A4 A4 A4 . 5 A3 . 0 A5 A4 B1 . 5 B1 B1 . 5 A5 A4 1 A7 . 1 1 A11.4 303 A 311 A 312 A 314 A 1 A7 . 1 0 LI V I N G 31 3 ST O . 31 2 A EL E C T R I C A L 31 1 CO R R I D O R 31 0 CO R R I D O R 31 0 2 1 / 2 " 3 6 ' - 0 " 2 1 / 2 " 3 6 ' - 0 " 2 1 / 2 " 2 4 ' - 0 " 4 " 2 ' - 8 1 / 2 " 4 ' - 1 1 " 4 ' - 0 1 / 2 " 1 ' - 6 " 4 ' - 1 1 3 / 8 " 5 ' - 3 1 / 4 " 5 ' - 2 7 / 8 " 6 ' - 1 1 1 / 4 " 2 ' - 8 1 / 2 " 4 ' - 1 1 " 4 ' - 0 1 / 2 " 6 ' - 5 1 / 8 " 5 ' - 9 " 5 ' - 2 5 / 8 " 6 ' - 1 1 3 / 8 " 2 ' - 8 3 / 8 " 4 ' - 1 1 " 4 ' - 0 5 / 8 " 1 ' - 8 " 4 ' - 9 3 / 8 " 4 ' - 8 3 / 4 " 1 ' - 0 " 4 ' - 6 1 / 4 " 4 ' - 1 1 " 2 ' - 8 3 / 4 " 6 ' - 1 1 1 / 8 " 4 ' - 1 0 7 / 8 " 5 ' - 2 3 / 8 " 6 ' - 7 5 / 8 " 7 ' - 5 1 / 2 " 2 1 / 2 " 2 4 ' - 0 " 4 " 2 4 ' - 0 " 2 1 / 2 " 4 ' - 5 3 / 4 " 4 ' - 1 1 " 2 ' - 9 1 / 4 " 2 ' - 0 " 5 ' - 0 7 / 8 " 4 ' - 9 1 / 8 " 4 ' - 5 3 / 4 " 4 ' - 1 1 " 2 ' - 9 1 / 4 " 2 ' - 0 " 5 ' - 4 1 / 2 " 4 ' - 5 1 / 2 " 3 ' - 8 7 / 8 " 3 ' - 5 1 / 8 " 1 ' - 9 7 / 8 " 2 ' - 1 1 5 / 8 " 5' - 1 " 4 ' - 1 1 " 1' - 1 0 " 4' - 1 5 / 8 " 4 ' - 1 1 " 3 ' - 1 3 / 8 " 6 ' - 0 1 / 2 " 6 ' - 0 " 2 ' - 1 0 1 / 4 " 4 ' - 1 1 " 3 ' - 0 3 / 4 " 1 ' - 6 " 7' - 5 1 / 4 " 2 1 / 2 " 24 ' - 0 " 2 1 / 2 " 24 ' - 2 " 3' - 5 " 3 ' - 8 3 / 4 " 1 ' - 9 7 / 8 " 2 ' - 1 1 3 / 4 " 20' - 1 1/4"19' - 11 1/4"1"34' - 1 3/4"1' - 4"3' - 9 3/8"5' - 3 5/8"6' - 8 3/4"2' - 11 1/2"3' - 2 5/8"16' - 8 5/8"16' - 0 3/4"8' - 1"4' - 11 1/2"3' - 9 1/2"1' - 4" 7' - 3 1 / 4 " 2 5 / 8 " 18 ' - 0 " 2 1 / 2 " 2 4 ' - 8 3 / 8 " 5' - 1 " 4 ' - 1 1 " 13 ' - 3 3 / 4 " 9' - 6 7 / 8 " 4 ' - 1 1 " 3 ' - 6 3 / 4 " 1' - 6 3 / 8 " 3' - 3 " 4 ' - 0 3 / 8 " 3' - 1 5/8"1' - 9 3/8" L G GG J A A A A J A A A A C C C C C C C C C C A C K C K C D D CO R R I D O R 30 3 ME C H . 31 2 B 312 B 1 A7 . 1 2 2 A7 . 1 2 2 A7 . 1 3 A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.14LEVEL 3 SEGMENT B206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 / 8 " = 1 ' - 0 " A3 . 1 4 1 LE V E L 3 S E G M E N T P L A N B BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R I O R W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S , ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S ABCDEKEY PLAN A5 . 1 2 A5 . 3 2 B1 . 6 A4 A3 . 4 A3 . 4 B3 B1 . 5 B1 . 5 A4 . 4 A4 . 3 B1 . 3 A4 . 3 A3 . 2 94 4 . 6 9 ' ST A I R # 5 31 6 MA T C H L I N E C MA T C H L I N E B M A T C H L I N E D M A T C H L I N E C M A T C H L I N E D M A T C H L I N E C MATCHLINE C MATCHLINE B 1 A1 1 . 5 1 A7 . 2 2 A7 . 2 1 A7 . 3 31 0 A 324 A 323 A 322 A 321 A 320 A 319 A 318 A 316 A LE A S E S T O . 32 2 LE A S E S T O . 32 1 LE A S E S T O . 32 0 LE A S E S T O . 31 9 ME C H . 31 8 EL E C T R I C A L 32 3 EL E V . L O B B Y 32 4 CO R R I D O R 31 7 CO R R I D O R 31 5 CO R R I D O R 31 0 1 8 ' - 6 1 / 4 " 4 " 3 6 ' - 0 " 2 1 / 2 " 3 ' - 1 1 3 / 4 " 2 ' - 7 1 / 8 " 6 ' - 4 " 5 ' - 7 3 / 8 " 2 ' - 8 5 / 8 " 4 ' - 1 1 " 4 ' - 0 3 / 8 " 1 ' - 8 " 4 ' - 8 3 / 4 " 4 ' - 8 3 / 4 " 1 ' - 0 1 / 2 " 5 ' - 2 7 / 8 " 6 ' - 1 1 1 / 4 " 5 ' - 2 5 / 8 " 6 ' - 1 1 3 / 8 " 2 ' - 8 1 / 2 " 3' - 0 1 / 2 " 2' - 5 1 / 8 " 36 ' - 2 1 / 8 " 2 1 / 2 " 24 ' - 0 " 2 1 / 2 " 1 8 ' - 0 " 2 1 / 2 " 18 ' - 0 " 2 1 / 2 " 2' - 4 7 / 8 " 4' - 9 1 / 4 " 5 ' - 2 1 / 8 " 4 ' - 0 1 / 8 " 4 ' - 1 1 " 2' - 8 3 / 4 " 6' - 1 1 1 / 4 " 5 ' - 2 7 / 8 " 4' - 1 1 1 / 2 " 6 ' - 1 0 5 / 8 " 2' - 9 5 / 8 " 4' - 1 1 " 4 ' - 5 3 / 8 " 10 ' - 1 0 " 7' - 2 1 / 8 " 1' - 6 " 5' - 8 1 / 8 " 1 0 ' - 1 0 " 3 3 ' - 1 1 / 2 " 1 1 / 2 " 2 5 ' - 1 1 1 / 4 " 1 4 ' - 3 " 1 ' - 2 " 3 ' - 7 " 8 ' - 0 " 2 0 ' - 5 " 1 ' - 6 " 3 ' - 9 7 / 8 " 2 ' - 4 5 / 8 " 6 ' - 6 5 / 8 " 2 3 ' - 3 1 / 8 " 2 ' - 8 1 / 8 " 33 ' - 8 1 / 4 " 2 1 / 2 " 24 ' - 0 " 2 1 / 2 " 36 ' - 0 " 2 1 / 2 " 24 ' - 0 " 2 1 / 2 " 18 ' - 2 5 / 8 " 1' - 6 " 1' - 8 5 / 8 " 4' - 3 5 / 8 " 4' - 1 1 " 3 ' - 1 3 / 8 " 1' - 7 3 / 8 " 4' - 2 1 / 2 " 4 ' - 2 5 / 8 " 1' - 9 5 / 8 " 2' - 1 1 1 / 2 " 4 ' - 1 1 " 4 ' - 3 1 / 2 " 2' - 5 3 / 4 " 4' - 5 1 / 8 " 4 ' - 5 1 / 8 " 4' - 5 1 / 8 " 4 ' - 5 1 / 8 " 2' - 4 1 / 4 " 3' - 1 0 1 / 2 " 4 ' - 1 1 " 2 ' - 1 0 1 / 2 " 2' - 5 3 / 4 " 4' - 5 1 / 8 " 4 ' - 5 1 / 8 " 4' - 5 1 / 8 " 4 ' - 5 1 / 8 " 2' - 5 3 / 4 " 2' - 7 1 / 4 " 4 ' - 1 1 " 4 ' - 6 1 / 4 " 6' - 2 1 / 2 " 1' - 1 1 1 / 8 " 4' - 2 1 / 2 " 4' - 2 1 / 2 " 1' - 7 1 / 2 " 3' - 6 7 / 8 " 3 ' - 3 1 / 4 " 3 ' - 8 3 / 4 " A A A A M A A A A B J P L C C C C C C C B D D C J C J F F F J 2' - 7 3 / 4 " 3 ' - 7 7 / 8 " 1 A7 . 9 2 A7 . 1 2 5 A11.6A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.15LEVEL 3 SEGMENT C206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 / 8 " = 1 ' - 0 " A3 . 1 5 1 LE V E L 3 S E G M E N T P L A N C BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R I O R W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S , ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S ABCDEKEY PLAN A5 . 0 1 A5.21 A5 . 4 3 A5 . 1 1 A4 . 4 A4 . 4 A4 . 3 A4 . 3 A4 . 4 A4 . 4 A4 A4 B1 A4 A3 . 0 A5 A5 A4 A4 A5 EL E V . # 2 32 5 94 4 . 6 9 ' M A T C H L I N E D M A T C H L I N E C MATCHLINE E MATCHLINE D MA T C H L I N E C MA T C H L I N E B M A T C H L I N E D M A T C H L I N E C MATCHLINE E MATCHLINE D 2 A7 . 0 2 A1 1 . 7 1 A7 . 3 1 A7 . 4 32 4 A 323 A 317 A 327 A 2 A7 . 3 2 A7 . 7 EL E C . 32 7 ST O . 32 6 CO R R I D O R 32 8 EL E C T R I C A L 32 3 CO R R I D O R 31 7 EL E V . L O B B Y 32 4 326 A 5' - 11 3/8" 3' - 2 1 / 4 " 4 ' - 1 1 " 4 ' - 1 1 / 4 " 1' - 8 3 / 8 " 4' - 3 1 / 4 " 5 ' - 1 0 " 1' - 6 7 / 8 " 4' - 3 1 / 4 " 4 ' - 3 1 / 4 " 1' - 8 7 / 8 " 4' - 0 3 / 4 " 4 ' - 1 1 " 3 ' - 2 1 / 4 " 4' - 1 1 1 / 8 " 4 ' - 5 1 / 8 " 2' - 5 3 / 4 " 3' - 2 1 / 4 " 4 ' - 1 1 " 4 ' - 0 3 / 4 " 4' - 0 3 / 4 " 4 ' - 1 1 " 3 ' - 2 1 / 4 " 2' - 5 3 / 4 " 4' - 5 1 / 8 " 4 ' - 1 1 1 / 8 " 3' - 1 1 / 4 " 4 ' - 1 1 " 4 ' - 1 3 / 4 " 1' - 8 1 / 4 " 4' - 3 3 / 4 " 4 ' - 3 1 / 4 " 1' - 6 7 / 8 " 3' - 3 1 / 4 " 3 ' - 8 3 / 4 " 3 ' - 3 1 / 2 " 3 ' - 6 3 / 4 " 1' - 8 7 / 8 " 4' - 3 1 / 4 " 4 ' - 3 1 / 4 " 1' - 8 7 / 8 " 4' - 1 3 / 4 " 4 ' - 1 1 " 3 ' - 1 1 / 4 " 24 ' - 2 " 2 1 / 2 " 23 ' - 1 1 7 / 8 " 2 5 / 8 " 24 ' - 0 " 4" 24 ' - 0 " 2 1 / 2 " 2 4 ' - 0 " 2 1 / 2 " 24 ' - 0 " 2 1 / 2 " 7' - 3 3 / 8 " 2 5 / 8 " 18 ' - 0 " 2 1 / 2 " 24 ' - 0 " 4" 36 ' - 0 " 2 1 / 2 " 24 ' - 0 " 2 1 / 2 " 24 ' - 0 " 2 1/2" 8' - 0 1 / 4 " 4 ' - 1 3 / 4 " 6 ' - 1 1 1 / 4 " 4 ' - 1 0 7 / 8 " 4' - 1 0 7 / 8 " 6 ' - 1 1 1 / 4 " 4 ' - 1 3 / 4 " 4 ' - 1 1 " 3 ' - 1 1 / 4 " 5' - 2 7 / 8 " 6 ' - 1 1 1 / 8 " 2 ' - 8 5 / 8 " 4 ' - 1 1 " 4 ' - 0 3 / 8 " 6 ' - 1 1 1 / 8 " 5 ' - 2 7 / 8 " 4' - 5 1 / 8 " 4 ' - 1 1 " 2 ' - 9 7 / 8 " 6 ' - 1 1 1 / 4 " 4 ' - 1 0 7 / 8 " 5' - 1 " 4 ' - 1 1 " 8 ' - 0 " 3' - 3 1 / 8 " 4 ' - 0 1 / 4 " 1 ' - 9 3 / 8 " 3 ' - 1 5 / 8 " 1 ' - 9 3 / 8 " 3 ' - 1 5 / 8 " 3 ' - 8 3 / 4 " 3 ' - 3 " 5' - 1 3 / 8 " 6 ' - 8 1 / 2 " 2 ' - 1 0 3 / 8 " 4 ' - 1 1 " 3 ' - 6 3 / 4 " 1 ' - 6 3 / 8 " 5' - 1 " 4 ' - 1 1 " 8 ' - 0 " 2 5 / 8 " 18 ' - 0 " 2 1 / 2 " 24 ' - 8 3 / 8 " 1' - 9 3/8"3' - 1 3/4"1' - 9 3/8" 3 ' - 8 7 / 8 " 3 ' - 2 7 / 8 " 2 1 / 2 " 2 4 ' - 0 " 4 " 2 4 ' - 0 " 2 1 / 2 " 4 ' - 5 3 / 4 " 4 ' - 1 1 " 2 ' - 9 1 / 4 " 2 ' - 0 " 5 ' - 2 " 4 ' - 8 " 4 ' - 5 3 / 4 " 4 ' - 1 1 " 2 ' - 9 1 / 4 " 2 ' - 0 " 5 ' - 2 " 4 ' - 8 " A J J J J G G G A A A A A A A A A A C C C C C C C C C C C C C C K C K F F F F 4' - 9 5/8"2' - 3 1/8"1' - 1 1/2"Q RE C E S S E D F O R E L E C T . - S E E E L E C T . D W G S . FO R D E T A I L S DR O P P E D C E I L I N G AB O V E - C O O R D . W/ M E C H . 2 A7 . 8 2 A7 . 9 5 A1 1 . 6 A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.16LEVEL 3 SEGMENT D206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 / 8 " = 1 ' - 0 " A3 . 1 6 1 LE V E L 3 S E G M E N T P L A N D BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R I O R W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S , ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S ABCDEKEY PLAN A5 . 0 2 A2 . 1 B1 . 4 B1 . 4 B1 B1 A4 A4 A7 B5 ST A I R # 4 32 9 94 4 . 6 9 ' M A T C H L I N E E M A T C H L I N E D M A T C H L I N E E M A T C H L I N E D 2 A1 1 . 5 ---- 329 A A5 . 1 3 2 A7 . 4 1 A7 . 6 1 A7 . 8 CO R R I D O R 32 8 2 1 / 2 " 36 ' - 0 " 2 1 / 2 " 36 ' - 0 " 2 5 / 8 " 24 ' - 0 " 2 1 / 2 " 24 ' - 0 " 2 1 / 2 " 25 ' - 8 " 5' - 2 3 / 8 " 5' - 2 7 / 8 " 6 ' - 1 1 1 / 8 " 4 ' - 0 3 / 8 " 4 ' - 1 1 " 2 ' - 8 1 / 8 " 6 ' - 1 1 3 / 4 " 5 ' - 2 7 / 8 " 5' - 2 5 / 8 " 6 ' - 1 1 3 / 8 " 2 ' - 8 1 / 4 " 4 ' - 1 1 " 4 ' - 0 3 / 4 " 6 ' - 1 1 1 / 4 " 5 ' - 2 7 / 8 " 5' - 2 3 / 8 " 6 ' - 7 5 / 8 " 4 ' - 1 3 / 8 " 4 ' - 1 1 " 3 ' - 1 5 / 8 " 2' - 1 1 3 / 8 " 4 ' - 1 1 " 4 ' - 3 5 / 8 " 6 ' - 1 1 1 / 4 " 4 ' - 1 0 3 / 4 " 7' - 9 3 / 4 " 7 ' - 1 1 3 / 4 " 4 ' - 2 3 / 8 " 4 ' - 4 1 / 8 " 1 ' - 4 " 19' - 2 1/2"11' - 1 1/2"2' - 3 1/2"3' - 11"1' - 4"6' - 2 3/4" 6' - 6 1/8"12' - 4 5/8"15' - 6 1/4"1' - 6" 4' - 1 1 " 4 ' - 0 1 / 2 " 1' - 2 7 / 8 " 4' - 1 0 1 / 2 " 2' - 4 1 / 4 " 2' - 8 1 / 2 " 11 5 / 8 " 4' - 5 7 / 8 " 4 ' - 4 3 / 8 " 1' - 6 5 / 8 " 4' - 0 1 / 2 " 4 ' - 1 1 " 2' - 8 1 / 2 " 2' - 4 1 / 4 " 4 ' - 5 1 / 8 " 5 ' - 4 3 / 4 " 1' - 6 1 / 2 " 4' - 1 0 1 / 2 " 4 ' - 1 0 1 / 2 " 2 1 / 2 " 36 ' - 0 " 2 1 / 2 " 36 ' - 2 " 9 ' - 5 3 / 4 " 2 8 ' - 6 1 / 8 " 2 1 / 2 " 23 ' - 6 1 / 2 " 1 1 / 4 " 23 ' - 6 5 / 8 " 3' - 8 1 / 4 " 4 ' - 1 1 " 8 ' - 5 5 / 8 " 6 ' - 0 1 / 4 " 5' - 1 1 3 / 8 " 8 ' - 1 1 7 / 8 " 4 ' - 1 1 " 1 ' - 1 1 7 / 8 " 37' - 10 1/2"2 1/2"42' - 1 3/4" A A A G G A A A A A E I I J F F F Q Q C C C C C C F E A A A E E E F 4' - 1 0 1 / 2 " 1' - 4 3 / 8 " 9' - 5 3 / 4 " 1' - 6 7 / 8 " 4' - 3 1 / 8 " 4 ' - 3 1 / 8 " 1' - 9 " 3' - 9 7 / 8 " 4 ' - 1 1 " 5 ' - 0 5 / 8 " 1' - 8 1/8"1' - 2 3/8"C J J 4 ' - 0 3 / 8 " 3 ' - 0 3 / 8 " 2 A7 . 6 1 A7 . 7 3 A7 . 6 4 A7 . 6 --- - DR O P P E D C E I L I N G AB O V E - C O O R D . W/ M E C H . 1 A7 . 5 2 A7.5A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.17LEVEL 3 SEGMENT E206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 / 8 " = 1 ' - 0 " A3 . 1 7 1 LE V E L 3 S E G M E N T P L A N E BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R I O R W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S , ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S ABCDEKEY PLAN A5 . 4 4 A5 . 4 1 B2 - H C A4 . 1 A4 . 1 A4 . 1 A4 A5 A5 A4 . 8 A4 . 5 B1 . 6 B4 A6 A1 ST A I R # 1 40 1 EL E V . # 1 40 5 STAIR #2 409 95 5 . 3 8 ' MA T C H L I N E B MA T C H L I N E A MATCHLINE B MATCHLINE A 1 A1 1 . 7 1 A1 1 . 3 2 A11.3 402 A 401 A 404 A 407 A 40 9 A 406 A 407 B ME C H . 40 7 B ST O . 40 6 EL E V . L O B B Y 40 4 CO R R I D O R 40 8 ST O . 40 2 CO R R I D O R 40 3 EL E C . 40 7 A 4 0 ' - 5 3 / 4 " 2 1 / 2 " 2 4 ' - 0 " 2 1 / 2 " 2 4 ' - 0 " 2 1 / 2 " 2 4 ' - 0 " 2 1 / 2 " 2 ' - 9 5 / 8 " 4 ' - 1 1 " 4 ' - 5 3 / 8 " 3 ' - 2 1 / 4 " 4 ' - 1 1 " 4 ' - 0 3 / 4 " 1 ' - 6 " 4 ' - 9 " 4 ' - 9 " 1 0 " 4 ' - 5 3 / 8 " 4 ' - 1 1 " 2 ' - 9 1 / 8 " 1 ' - 6 " 4 ' - 9 " 4 ' - 9 1 / 2 " 1 0 " 3 ' - 1 1 / 4 " 4 ' - 1 1 " 4 ' - 1 3 / 4 " 1 ' - 6 " 4 ' - 9 " 4 ' - 9 " 1 0 " 2 ' - 0 " 5 ' - 8 1 / 2 " 5 ' - 9 1 / 4 " 4 ' - 1 1 3 / 4 " 6 ' - 1 3 / 4 " 2 ' - 7 1 / 4 " 5 ' - 1 0 1 / 2 " 5 ' - 1 0 5 / 8 " 1 ' - 6 " 29 ' - 5 " 9' - 1 0 1 / 2 " 16 ' - 0 3 / 8 " 11 ' - 5 1 / 2 " 1' - 0 " 3' - 2 5 / 8 " 7 ' - 1 1 " 1 7 ' - 3 3 / 8 " 9 ' - 1 0 1 / 2 " 1 1 ' - 0 3 / 4 " 4 ' - 1 1 3 / 4 " 4 ' - 4 1 / 2 " 7 ' - 5 " 3 ' - 0 1 / 8 " 1 ' - 9 5 / 8 " 4 ' - 9 3 / 8 " 5 ' - 2 7 / 8 " 9 1 / 8 " 2 ' - 8 1 / 8 " 3 ' - 6 " 2 ' - 1 1 1 / 2 " 2 1 / 2 " 36 ' - 2 1 / 8 " 6' - 2 3 / 8 " 8 ' - 8 1 / 4 " 4 ' - 1 1 " 4 ' - 0 3 / 8 " 5 ' - 2 1 / 8 " 4 ' - 9 1 / 8 " 2 ' - 5 " 2' - 1 0 5 / 8 " 2 ' - 1 1 3 / 8 " 5' - 1 0 " 2 ' - 1 1 7 / 8 " 2 ' - 2 1 / 4 " 4 ' - 1 1 " 3 ' - 2 5 / 8 " 2 ' - 1 0 3 / 4 " 1 6 ' - 2 1 / 2 " 2 1 / 2 " 4 ' - 9 1 / 8 " 34' - 1 1/2"1 1/8"21' - 7 1/4"17' - 5 1/8"1' - 1" 2' - 10" 9' - 0" 4' - 6 1/8"18' - 4 5/8"3' - 2 5/8"16' - 0 5/8"8' - 1" 4' - 11 1/2" 3' - 9 1/2" 1' - 4" 2 1 / 2 " 24 ' - 0 " 2 1 / 2 " 23 ' - 1 1 3 / 4 " 6' - 5 " 5 ' - 5 1 / 8 " 4 ' - 1 3 / 4 " 4 ' - 1 1 " 3 ' - 1 1 / 4 " 5' - 1 0 1 / 8 " 6 ' - 0 " 2 ' - 1 0 1 / 4 " 4 ' - 1 1 " 2 ' - 1 0 3 / 8 " 1' - 6" 3 ' - 4 3 / 8 " 3 ' - 7 1 / 2 " 2' - 8 5/8"2' - 2 3/8"3' - 7 5 / 8 " 3 ' - 4 1 / 2 " 2' - 8 3/8"2' - 2 3/8" 7' - 3 5 / 8 " F J J J G C L J F J K B G G F EE C C C C C C C F K E E E F E K E F E E E F E E C F K K F CO R R I D O R 40 3 1 A7 . 1 1 2 A7 . 1 1 1 A7 . 1 3 2 A1 1 . 6 A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.18LEVEL 4 SEGMENT A206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 / 8 " = 1 ' - 0 " A3 . 1 8 1 LE V E L 4 S E G M E N T P L A N A BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R I O R W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S , ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S ABCDEKEY PLAN A5 . 4 2 A5 . 4 1 A4 A4 B1 . 5 B1 B1 . 5 A5 A5 A3 . 0 A4 . 5 A4 . 5 A4 . 8 A5 A5 A4 A4 STAIR #3 414 95 5 . 3 8 ' MA T C H L I N E C MA T C H L I N E B MATCHLINE C MATCHLINE B MA T C H L I N E B MA T C H L I N E A MATCHLINE B MATCHLINE A1A11.4 403 A 412 A 411 A 41 4 A 1 A7 . 1 0 2 1 / 2 " 3 6 ' - 0 " 2 1 / 2 " 3 6 ' - 0 " 2 1 / 2 " 2 4 ' - 0 " 4 " 1' - 1 1 / 2 " 2 ' - 8 1 / 2 " 4 ' - 1 1 " 4 ' - 0 1 / 2 " 1 ' - 6 " 4 ' - 1 1 3 / 8 " 5 ' - 8 3 / 4 " 5 ' - 9 " 6 ' - 5 5 / 8 " 4 ' - 0 " 4 ' - 1 1 " 2 ' - 8 1 / 2 " 6 ' - 1 1 1 / 4 " 5 ' - 2 7 / 8 " 5 ' - 2 5 / 8 " 6 ' - 1 1 3 / 8 " 2 ' - 8 3 / 8 " 4 ' - 1 1 " 4 ' - 0 5 / 8 " 6 ' - 5 " 4 ' - 9 " 1 ' - 0 " 4 ' - 1 0 7 / 8 " 6 ' - 1 1 1 / 8 " 4 ' - 6 1 / 4 " 4 ' - 1 1 " 9 ' - 7 7 / 8 " 4 ' - 1 0 7 / 8 " 5' - 5 3 / 4 " 6 ' - 4 " 2 ' - 1 0 1 / 2 " 4 ' - 1 1 " 3 ' - 6 3 / 4 " 1 ' - 6 3 / 8 " 7' - 3 " 10 ' - 9 " 3' - 2 5 / 8 " 4 ' - 1 " 2 1 / 2 " 18 ' - 0 " 2 1 / 2 " 24 ' - 8 3 / 8 " 3' - 1 1/2"2' - 0 7/8" 1' - 4" 3' - 9 1/2" 4' - 11 1/2" 8' - 1"16' - 0 3/4"3' - 2 5/8"16' - 8 5/8"2' - 11 1/2" 6' - 8 3/4" 5' - 3 5/8" 3' - 9 3/8"1' - 4"20' - 1 1/4"19' - 11 1/4"1"34' - 1 3/4" 7' - 3 3 / 8 " 2 1 / 2 " 24 ' - 0 " 2 1 / 2 " 24 ' - 2 " 5' - 1 0 " 6 ' - 0 " 2 ' - 1 0 1 / 4 " 4 ' - 1 1 " 3 ' - 0 3 / 4 " 1 ' - 6 " 6' - 5 1 / 8 " 5' - 4 7 / 8 " 4 ' - 1 5 / 8 " 4 ' - 1 1 " 3 ' - 1 3 / 8 " 7' - 3 3 / 8 " 3' - 3 1 / 8 " 3 ' - 8 3 / 4 " 1 ' - 9 7 / 8 " 3 ' - 1 1 / 8 " 1 ' - 9 7 / 8 " 3 ' - 0 7 / 8 " 2 1 / 2 " 2 4 ' - 0 " 4 " 2 4 ' - 0 " 2 1 / 2 " 7 ' - 3 5 / 8 " 2 ' - 1 0 1 / 8 " 3 ' - 1 0 " 3 ' - 1 7 / 8 " 2 ' - 0 " 2 ' - 9 1 / 4 " 4 ' - 1 1 " 4 ' - 5 3 / 4 " 4 ' - 5 3 / 4 " 4 ' - 1 1 " 2 ' - 9 1 / 4 " 2 ' - 0 " 3 ' - 1 7 / 8 " 3 ' - 1 0 " 2 ' - 1 0 1 / 8 " E L G GG A A A A F E E C K E C E F E C C C C C C C C C J FE E K C J K C K F E F E ME C H . 41 2 B 412 B ST O . 41 2 A ST O . 41 1 CO R R I D O R 41 3 CO R R I D O R 41 0 CO R R I D O R 40 3 CO R R I D O R 41 0 1 A7 . 1 2 2 A7 . 1 2 2 A7 . 1 3 1 A7 . 1 3 A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.19LEVEL 4 SEGMENT B206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 / 8 " = 1 ' - 0 " A3 . 1 9 1 LE V E L 4 S E G M E N T P L A N B BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R I O R W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S , ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S ABCDEKEY PLAN A5 . 1 2 A5 . 3 2 A4 . 4 A4 . 3 B1 . 3 A4 . 3 A3 . 2 B1 . 6 A4 A3 . 4 A3 . 4 B3 B1 . 5 B1 . 5 ST A I R # 5 41 6 MA T C H L I N E C MA T C H L I N E B M A T C H L I N E D M A T C H L I N E C M A T C H L I N E D M A T C H L I N E C MATCHLINE C MATCHLINE B 95 5 . 3 8 ' 1 A1 1 . 5 1 A7 . 2 2 A7 . 2 1 A7 . 3 410 A 424 A 423 A 422 A 421 A 420 A 419 A 418 A 416 A LE A S E S T O . 42 1 LE A S E S T O . 42 2 LE A S E S T O . 42 0 LE A S E S T O . 41 9 ME C H . 41 8 EL E C T R I C A L 42 3 EL E V . L O B B Y 42 4 CO R R I D O R 41 7 CO R R I D O R 41 5 36 ' - 2 1 / 8 " 2 1 / 2 " 24 ' - 0 " 2 1 / 2 " 18 ' - 0 " 2 1 / 2 " 1 8 ' - 0 " 2 1 / 2 " 2' - 4 7 / 8 " 4' - 9 1 / 8 " 5 ' - 2 1 / 8 " 4 ' - 0 1 / 8 " 4 ' - 1 1 " 2 ' - 8 3 / 4 " 6 ' - 1 1 1 / 4 " 5 ' - 2 7 / 8 " 4' - 1 1 1 / 2 " 6 ' - 1 0 5 / 8 " 2 ' - 9 5 / 8 " 4 ' - 1 1 " 4 ' - 5 3 / 8 " 1' - 0 " 6' - 3 " 10 ' - 9 " 10 ' - 9 " 6' - 3 " 1' - 0 " 2 1 / 2 " 3 6 ' - 0 " 4 " 1 8 ' - 6 1 / 4 " 3' - 0 5 / 8 " 2' - 5 1 / 8 " 5 ' - 2 5 / 8 " 6 ' - 1 1 3 / 8 " 1 ' - 0 1 / 2 " 4 ' - 8 3 / 4 " 4 ' - 8 3 / 4 " 1 ' - 8 " 4 ' - 0 3 / 8 " 4 ' - 1 1 " 2 ' - 8 5 / 8 " 6 ' - 1 1 1 / 4 " 5 ' - 2 7 / 8 " 5 ' - 7 3 / 8 " 6 ' - 4 " 2 ' - 7 1 / 8 " 3 ' - 1 1 3 / 4 " 3 3 ' - 1 1 / 2 " 1 1 / 2 " 2 5 ' - 1 1 1 / 4 " 1 4 ' - 3 " 1 ' - 1 1 / 2 " 3 ' - 7 " 8 ' - 0 " 2 0 ' - 5 " 1 1 / 2 " 2 ' - 8 1 / 8 " 2 3 ' - 3 1 / 8 " 6 ' - 6 5 / 8 " 2 ' - 4 5 / 8 " 3 ' - 9 7 / 8 " 1 ' - 6 " 1' - 6 " 6' - 1 " 4 ' - 1 1 " 3 ' - 0 1 / 2 " 1' - 7 3 / 8 " 4' - 2 1 / 2 " 4 ' - 2 5 / 8 " 1' - 1 1 5 / 8 " 3' - 0 " 4 ' - 1 1 " 4 ' - 3 1 / 2 " 7 ' - 3 1 / 4 " 4 ' - 6 3 / 4 " 5' - 9 1 / 8 " 6 ' - 5 " 3 ' - 1 0 1 / 2 " 4 ' - 1 1 " 2 ' - 1 0 1 / 2 " 6 ' - 9 5 / 8 " 5 ' - 4 1 / 2 " 4' - 1 1 3 / 8 " 6 ' - 1 0 3 / 4 " 2 ' - 8 3 / 4 " 4 ' - 1 1 " 4 ' - 6 1 / 4 " 27 ' - 4 1 / 2 " 2 1 / 2 " 24 ' - 0 " 2 1 / 2 " 36 ' - 0 " 2 1 / 2 " 24 ' - 0 " 2 1 / 2 " 18 ' - 2 1 / 8 " 6' - 2 " 1' - 1 1 5 / 8 " 4' - 2 1 / 2 " 4 ' - 2 1 / 2 " 1' - 7 1 / 2 " 3' - 6 7 / 8 " 3 ' - 3 1 / 4 " 3 ' - 8 3 / 4 " A A J A A M K A A A A J E F E E F E C C C C C C C K L L C J C J F F F 2 A7 . 1 2 5 A11.6A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.20LEVEL 4 SEGMENT C206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 / 8 " = 1 ' - 0 " A3 . 2 0 1 LE V E L 4 S E G M E N T P L A N C BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R I O R W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCONY EDGE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S , ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S ABCDEKEY PLAN A5 . 0 1 A5.21 A5 . 4 3 A5 . 1 1 A5 A4A4 A5 A5 A3 . 0 A4 B1 A4 A4 A4 . 4 A4 . 4 A4 . 3 A4 . 3 A4 . 4 A4 . 4 A2.1 EL E V . # 2 42 5 95 5 . 3 8 ' M A T C H L I N E D M A T C H L I N E C MATCHLINE E MATCHLINE D MA T C H L I N E C MA T C H L I N E B M A T C H L I N E D M A T C H L I N E C MATCHLINE E MATCHLINE D 1 A7 . 3 1 A7 . 4 427 A 417 A 423 A424 A 42 6 A 2 A7 . 3 2 A7 . 7 EL E V . L O B B Y 42 4 EL E C T R I C A L 42 3 CO R R I D O R 41 7 24 ' - 2 " 2 1 / 2 " 24 ' - 0 " 2 1 / 2 " 24 ' - 0 " 4" 24 ' - 0 " 2 1 / 2 " 24 ' - 0 " 2 1 / 2 " 2 4 ' - 0 " 2 1 / 2 " 7' - 3 3 / 8 " 2 1 / 2 " 18 ' - 0 " 2 1 / 2 " 24 ' - 0 " 4 " 3 6 ' - 0 " 2 1 / 2 " 24 ' - 0 " 2 1 / 2 " 24 ' - 0 " 2 5 / 8 " 3' - 3 1 / 4 " 3' - 8 3 / 4 " 3 ' - 3 1 / 2 " 3 ' - 6 3 / 4 " 1' - 8 7 / 8 " 4' - 3 1 / 4 " 4 ' - 3 1 / 4 " 1' - 8 7 / 8 " 4' - 1 3 / 4 " 4 ' - 1 1 " 3 ' - 1 1 / 4 " 3' - 1 1 / 4 " 4 ' - 1 1 " 4 ' - 1 3 / 4 " 1' - 8 3 / 4 " 4' - 3 1 / 4 " 4 ' - 3 1 / 4 " 1 ' - 7 " 4' - 0 3 / 4 " 4 ' - 1 1 " 3 ' - 2 1 / 4 " 6 ' - 1 0 7 / 8 " 4 ' - 1 1 1 / 8 " 4' - 1 1 1 / 8 " 6 ' - 1 0 7 / 8 " 3 ' - 2 1 / 4 " 4 ' - 1 1 " 4 ' - 0 3 / 4 " 3' - 2 1 / 4 " 5' - 0 " 4' - 0 1 / 4 " 1' - 8 3 / 8 " 4' - 3 1 / 4 " 4 ' - 3 1 / 4 " 1' - 9 3/8"5' - 11 3/8" 1' - 6 7 / 8 " 4' - 3 1 / 4 " 4 ' - 3 1 / 4 " 1' - 8 7 / 8 " 3' - 1 1 3 / 4 " 5 ' - 0 " 3 ' - 2 1 / 4 " 3' - 1 1 / 4 " 4 ' - 1 1 " 4 ' - 1 3 / 4 " 2 ' - 8 1 / 4 " 3 ' - 8 " 3 ' - 8 " 1' - 9 3/4" 1' - 9 3 / 4 " 3' - 8 " 3 ' - 8 " 2' - 5 1 / 2 " 4' - 4 3 / 8 " 4 ' - 1 1 " 3 ' - 1 1 / 4 " 2' - 5 " 3 ' - 6 " 3 ' - 6 " 2' - 8 7 / 8 " 2' - 8 5 / 8 " 4' - 1 1 " 4 ' - 0 3 / 8 " 2 ' - 8 1 / 4 " 3 ' - 8 " 3 ' - 8 " 2' - 1 3 / 4 " 4' - 5 1 / 8 " 4 ' - 1 1 " 2' - 9 7 / 8 " 2' - 9 " 3 ' - 6 " 3 ' - 6 " 2 ' - 1 " 3' - 9 " 3 ' - 6 " 3 ' - 6 " 7 ' - 3 " 3' - 3 " 4 ' - 0 3 / 8 " 1 7 / 8 " 18 ' - 0 " 2 1 / 2 " 24 ' - 8 3 / 8 " 1' - 1 1 3 / 4 " 3' - 6 " 3 ' - 6 " 2' - 1 0 " 2' - 1 0 1 / 2 " 4 ' - 1 1 " 3 ' - 6 3 / 4 " 1' - 6 3 / 8 " 3' - 9 " 3 ' - 6 " 3 ' - 6 " 7 ' - 3 " 2' - 0 7/8"3' - 1 3/4"2' - 0 7/8" 4 ' - 0 3 / 8 " 3 ' - 2 7 / 8 " 2 1 / 2 " 2 4 ' - 0 " 4 " 2 4 ' - 0 " 2 1 / 2 " 4 ' - 5 3 / 4 " 4 ' - 1 1 " 2 ' - 9 1 / 4 " 2 ' - 0 " 3 ' - 3 " 3 ' - 1 0 " 2 ' - 9 " 4 ' - 5 3 / 4 " 4 ' - 1 1 " 2 ' - 9 1 / 4 " 2 ' - 0 " 3 ' - 3 " 3 ' - 1 0 " 2 ' - 9 " 2 ' - 0 7 / 8 " 3 ' - 1 3 / 4 " 2 ' - 0 7 / 8 " 3 ' - 1 5 / 8 " 4 ' - 0 1 / 4 " 3 ' - 3 " 4' - 0 3/8" 3' - 0 3/8"Q A J J J J G G G G G G G F E F E E F E F E E F E E E F E K C E A A C C C C C C C C C C KC C F E F E F F F F E E E CO R R I D O R 42 8 EL E C . 42 7 ST O . 42 6 DR O P P E D C E I L I N G AB O V E - C O O R D . W/ M E C H . 2 A7 . 8 2 A7 . 9 5 A1 1 . 6 A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.21LEVEL 4 SEGMENT D206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 / 8 " = 1 ' - 0 " A3 . 2 1 1 LE V E L 4 S E G M E N T P L A N D BUILDING PLAN NOTES 1. A L L U N D E S I G N A T E D D I M E N S I O N E D I N T E R I O R W A L L S T O B E 3 1 / 2 " W O O D S T U D & E X T E R I O R W ALLS & PLUMBING WALLS TO BE 5 1/2" WOOD STUD.2. A L L U N D I M E N S I O N E D D O O R S T O B E C E N T E R E D O R T O B E L O C A T E D 4 1 / 2 " O F F S I D E W A L L FRAMING TO FACE OF DOOR.3. S E E 1 / 4 " U N I T P L A N S F O R I N T E R I O R W A L L L O C A T I O N S . 4. R E F E R E N C E W A L L T Y P E S H E E T ( A 0 . 4 ) F O R A L L I N F O R M A T I O N O N C O R R E S P O N D I N G W A L L TAGS 5. A L L I N T E R I O R W O O D B E A R I N G W A L L S T O B E 1 H O U R ( U L # 3 0 5 ) - R E F E R E N C E S T R U C T U R A L DRAWINGS FOR ALL LOCATIONS 6. A L L W O O D F R A M E B A L C O N I E S T O S L O P E 1 / 4 " P E R F O O T T O B A L C O N Y E D G E , S C U P P E R O R DRAIN. ALL CONCRETE BALCONIES / TERRACES TO SLOPE 1/8" PER FOOT TO BALCON Y ED GE, SCUPPER OR DRAIN.7. S E E E L E C T R I C A L P L A N S F O R B U I L D I N G E L E C T R I C A L L A Y O U T S . 8. A L L C O R R I D O R / U N I T W A L L S T O B E 1 - H O U R - S E E W A L L R A T I N G D I M E N S I O N S - A L S O REFERENCE STRUCTURAL DRAWINGS FOR LOCATIONS.9. S E E G R A D I N G P L A N ( C I V I L S H E E T S ) F O R B U I L D I N G E N T R Y E L E V A T I O N A N D S I T E W A L L DIMENSIONS AND LOCATIONS.10. R E F E R T O F I N I S H S C H E D U L E F O R A L L I N T E R I O R W A L L F I N I S H M A T E R I A L S . 11. P R O V I D E S C H L U T E R T R A N S I T I O N S T R I P S B E T W E E N D I S S I M I L A R F L O O R M A T E R I A L S , ELEVATION CHANGE BETWEEN 2 MATERIALS IS 1/2" MAX.12. P R O V I D E D R Y S P R I N K L E R H E A D A T A L L B A L C O N I E S ABCDEKEY PLAN A5 . 0 2 A2 . 1 A2 . 1 B1 . 4 B1 . 4 B5 A7 . 1 A4 A4 B1 B1 ST A I R # 4 42 9 95 5 . 3 8 ' M A T C H L I N E E M A T C H L I N E D M A T C H L I N E E M A T C H L I N E D 2 A1 1 . 5 ---- 429 A A5 . 1 3 2 A7 . 4 1 A7 . 6 3' - 8 " 3 ' - 8 " 1' - 9 3 / 4 " 2' - 1 5 / 8 " 3 ' - 8 " 3 ' - 8 " 2 ' - 8 1 / 8 " 4 ' - 0 3 / 8 " 4 ' - 1 1 " 2' - 8 5 / 8 " 2' - 1 0 1 / 4 " 3 ' - 8 " 3 ' - 8 " 1' - 1 1 7 / 8 " 1' - 1 1 3 / 4 " 3' - 8 " 3 ' - 8 " 2' - 1 0 1 / 8 " 2' - 8 1 / 4 " 4 ' - 1 1 " 4 ' - 0 3 / 4 " 2' - 8 1 / 4 " 3 ' - 8 " 3 ' - 8 " 2' - 1 3 / 4 " 1' - 9 3 / 4 " 3' - 8 " 3 ' - 8 " 2 ' - 8 1 / 4 " 4 ' - 3 5 / 8 " 4 ' - 1 1 " 2' - 1 1 3 / 8 " 2' - 1 1 3 / 8 " 4' - 1 1 " 4 ' - 3 5 / 8 " 2 ' - 8 1 / 4 " 3 ' - 8 " 3 ' - 8 " 1' - 9 3 / 4 " 7' - 9 3 / 4 " 7 ' - 1 1 3 / 4 " 4 ' - 2 3 / 8 " 4 ' - 4 1 / 8 " 1' - 4" 2 5 / 8 " 36 ' - 0 " 2 3 / 8 " 36 ' - 0 " 2 5 / 8 " 24 ' - 0 " 2 1 / 2 " 24 ' - 0 " 2 1 / 2 " 25 ' - 8 " 19' - 2 1/2"11' - 4 1/2"2' - 3 1/2"3' - 8"1' - 4"42' - 1 3/4"37' - 10 1/2"2 1/2"6' - 2 3/4" 6' - 6 1/8"12' - 4 5/8"7' - 5 1/8" 4' - 8 5/8" 3' - 4 1/2"1' - 6" 2 1 / 2 " 23 ' - 6 1 / 2 " 1 1 / 4 " 2 3 ' - 6 5 / 8 " 2 1 / 2 " 3 6 ' - 0 " 2 1 / 2 " 3 6 ' - 2 " 9 ' - 5 3 / 4 " 2 8 ' - 6 1 / 8 " 5' - 7 7 / 8 " 5 ' - 9 5 / 8 " 3 ' - 2 1 / 4 " 4 ' - 1 1 " 1 ' - 1 1 7 / 8 " 1' - 8 1 / 2 " 1' - 9 3 / 8 " 1' - 8 1 / 2 " 1' - 1 1 3 / 4 " 4 ' - 1 1 " 3 ' - 2 1 / 4 " 5 ' - 3 3 / 8 " 6 ' - 5 5 / 8 " 10 5 / 8 " 4' - 1 0 1 / 2 " 4 ' - 1 0 1 / 2 " 1' - 6 5 / 8 " 4' - 0 1 / 2 " 4 ' - 1 1 " 2 ' - 8 1 / 2 " 6 ' - 9 3 / 8 " 5 ' - 4 3 / 4 " 5' - 5 1 / 2 " 6 ' - 8 5 / 8 " 2 ' - 8 1 / 2 " 4 ' - 1 1 " 4 ' - 0 1 / 2 " 1' - 2 7 / 8 " 4' - 1 0 1 / 2 " 4 ' - 1 0 1 / 2 " 1' - 4 3 / 8 " 4' - 1 1 " 4 ' - 6 3 / 4 " 1' - 6 7 / 8 " 4' - 3 1 / 8 " 4 ' - 3 1 / 8 " 1' - 9 " 3' - 1 0 1 / 8 " 4' - 1 1 " 5 ' - 0 3 / 8 " 1' - 8 1/8"1' - 2 3/8" A A A A J G G P E I I F E E F E F E E F E F E E F E F E J C C C C C C C FE E E E E E F E EFFF J 4 ' - 0 3 / 8 " 3 ' - 0 3 / 8 " 3 ' - 1 1 5 / 8 " 3 ' - 1 3 / 8 " Q Q CO R R I D O R 42 8 2 A7 . 6 1 A7 . 7 3 A7 . 6 --- - DR O P P E D C E I L I N G AB O V E - C O O R D . W/ M E C H . 1 A7 . 5 2 A7 . 5 A 333 WEST TRADE ST.R C H I T E C T U R E SUITE 200 CHARLOTTE, NC 28202 T 704.927.9900 F 704.343.9380 w w w. a x i o m a r c h i t e c t u r e . c o m PROJECT A-1605 01/23/2017 A3.22LEVEL 4 SEGMENT E206 N. GREEN STREET, WINSTON SALEM, NC WEST END STATION A DPJ RESIDENTIAL DEVELOPMENTNOT FOR CONSTRUCTION 1 / 8 " = 1 ' - 0 " A3 . 2 2 1 LE V E L 4 S E G M E N T P L A N E Appendix D ECS Asbestos Inspection Report Back to Table of Contents ECS Carolinas, LLP Report of Asbestos Assessment West End Station 955 Brookstown Avenue and 322 Green Street Winston Salem, North Carolina ECS Project Number 49-2339 August 5, 2016 1 ECS Carolinas, LLP August 5, 2016 August 5, 2016 Mr. D. Porter Jones Principal DPJ Residential, LLC 1539 Tippah Park Court Charlotte, North Carolina 28205 Reference: Report of Asbestos Assessment West End Station 955 Brookstown Avenue and 322 Green Street Winston-Salem, Forsyth County, North Carolina 27101 ECS Project Number: 49-2339 Dear Mr. Jones: ECS is pleased to submit this report of our asbestos assessment at the above-referenced site. This report includes our understanding of the project information, a description of the field activities, the results obtained, and our conclusions and recommendations. PROJECT UNDERSTANDING The site is located at 955 Brookstown Avenue and 322 Green Street in Winston-Salem, North Carolina. The site consists of two buildings addressed as 955 Brookstown Avenue. The northern building is occupied by Kozy Heating and Air Conditioning. The northern building is a single-story structure with a mezzanine level and has a pitched metal roof. The interior finishes are brick, drywall, and wood panel with wood and concrete flooring. The southern building is occupied by Halonite, an unnamed motorcycle shop, an unnamed car dealership, and Master’s Fitness. The southern building is a single- story structure. The roof on the Master’s Fitness/Halonite portion of the building is a flat, built-up design on a wood decking. The roof of the automobile sales portion of the building is a pitched metal roof. The interior finishes are brick, drywall, wood panel with vinyl composite tile (VCT) and concrete flooring. The building located at 322 Green Street is partially demolished. This structure consists of a basement only. The interior finishes are brick and drywall with vinyl composite tile (VCT) and concrete flooring. ECS was requested to provide asbestos assessment services prior to demolition activities. ASBESTOS ASSESSMENT FIELD ACTIVITIES The US EPA’s “National Emission Standard for Hazardous Air Pollutants” (NESHAP) requires the identification and removal of all regulated Asbestos Containing Material (ACM) prior to initiating activities likely to disturb those materials. The EPA defines an ACM as a material containing one percent (1%) or more asbestos. Regulated ACM is defined as friable ACM and non-friable ACM likely to become friable during demolition activities. Since the building is proposed to be demolished as part of a real estate transaction, the potential release of asbestos fibers into the air compels identification and abatement of ACM in accordance with federal and state requirements. On July 6, 2016 and July 28, 2016 an ECS representative visited the site. The objective of the services included the following: 2 ECS Carolinas, LLP August 5, 2016 Identification of suspect asbestos containing material (ACM) in readily observable locations. Asbestos assessment with sample collection by a North Carolina accredited inspector. Suspect ACM analysis by polarized light microscopy (PLM) utilizing SAI Inc. (SAI), an National Voluntary Laboratory Accreditation Program (NVLAP) certified laboratory, accreditation number 200664-0. Presenting the results in a report identifying confirmed ACMs. If a sample of a material from a homogeneous area is found to be positive, then that material is considered positive, regardless of the results of the other samples of that material, within that area. PROCEDURE/METHODOLOGY Asbestos Containing Materials (ACM) Assessment ECS was requested to conduct an asbestos assessment of the subject property to identify ACM which could be disturbed prior to or during demolition or renovation. The National Emission Standard for Hazardous Air Pollutants (NESHAP) requires the identification of friable ACM and non-friable ACM likely to become friable during demolition and/or renovation activities. NESHAP requires that the identified ACM be removed prior to initiating activities likely to disturb the ACM. The asbestos assessment was performed by Mr. Ryan Abrahamson, (NC Asbestos Inspector No. 12691) and Ms. Tina Stewart (NC Asbestos Inspector No. 119720) on July 6, 2016 and July 28, 2016. The assessment consisted of observing the accessible areas of the site for the presence of suspect materials which may contain asbestos. The assessment involved detecting both friable materials (materials which can be pulverized or reduced to a powder by hand pressure when dry) and non-friable materials (materials which pose a hazard when sawn, sanded, drilled or pulverized). Homogeneous materials (based on material type, color, texture, etc.) were identified in various functional spaces during the assessment. The sample locations are shown on Figures 1 through 3. Site photographs documenting field activities are attached. In order to determine if the suspect materials observed during the visual assessment contained asbestos, representative bulk samples were collected and placed in sealed packages. Bulk samples were collected during the assessment and submitted to SAI in Greensboro, North Carolina for analysis using the EPA recommended method of PLM coupled with dispersion staining (Method No. EPA 600/M4-020-82, Dec. 1982). SAI participates in the NVLAP. Their NVLAP accreditation numbers are 200664-0. Several of the samples were layered and analyzed as multiple samples. EPA regulations require that multiple samples of each homogeneous area be collected for laboratory analysis. The material type, sample location and analytical results of each bulk sample are also summarized in the attached Asbestos Bulk Analysis report included in Attachments. The following suspect materials were sampled; Drywall/Joint CompoundVarious Baseboard and Associated MasticsVarious Ceiling TilesVarious Vinyl Composition Tiles and Associated MasticsWall TextureWindow GlazingRoofing Materials RESULTS The analytical data indicated asbestos was detected in the samples which were collected from the building and submitted for laboratory analysis. Some samples were considered multi-layered. These samples were comprised of more than one material, and each material was analyzed separately as per 3 ECS Carolinas, LLP August 5, 2016 NESHAP requirements. The following table indicates the materials in which asbestos was detected. For a complete list of materials sampled, refer to the attached lab data. The SAI Analytical report is included in the Attachments section of this report. TABLE 1 SUMMARY OF ASBESTOS-CONTAINING MATERIALS 955 BROOKSTOWN AVENUE and 322 GREEN STREET WINSTON SALEM, NORTH CAROLINA ECS Project No. 49-2339 Sample # Materials Location Quantity Condition/ Friable or Non-Friable Asbestos % 1-1 1-2 1-3 1-4 1-5 Drywall / Joint Compound Halonite Approx. 3,000 SF Good / Friable Non-Detect 2-6 2-7 Grey Cove Base and Associated Mastic Halonite Approx. 200 LF Good / Nonfriable Non-Detect 3-8 3-9 3-10 2’x4’ Ceiling Tile Halonite and Master’s Fitness Approx. 2,300 SF Good / Friable Non-Detect 4-11 4-12 12”x12” VCT Blue and Associated Mastic Halonite Approx. 2,100 SF Good / Nonfriable Non-Detect 5-13 5-14 12”x12” VCT White and Associated Mastic Halonite Approx. 2,100 SF Good / Nonfriable Tile: 3% Chrysotile Mastic: Non- Detect 6-15 6-16 12”x12” VCT Grey and Associated Mastic Halonite Approx. 200 SF Good / Nonfriable Non-Detect 7-17 7-18 Black Cove Base and Associated Mastic Halonite Approx. 60 LF Good / Nonfriable Non-Detect 8-19 8-20 8-21 Drywall and Joint Compound Motorcycle Shop Approx. 600 SF Good / Friable Non-Detect 9-22 9-23 9”x9” VCT Tan and Associated Mastic Master’s Fitness Approx. 1,400 SF Damaged / Nonfriable Tile: 5% Chrysotile Mastic: 8% Chrysotile 10-24 10-25 10-26 Wall Texture Master’s Fitness Approx. 400 SF Good / Friable Non-Detect 4 ECS Carolinas, LLP August 5, 2016 TABLE 1 SUMMARY OF ASBESTOS-CONTAINING MATERIALS 955 BROOKSTOWN AVENUE and 322 GREEN STREET WINSTON SALEM, NORTH CAROLINA ECS Project No. 49-2339 Sample # Materials Location Quantity Condition/ Friable or Non-Friable Asbestos % 11-27 11-28 Window Glazing Exterior Windows, Kozy HVAC Approx. 10 Windows Damaged/ Friable 2% Chrysotile 12-29 12-30 12-31 1’x1’ Ceiling Tile (Stapled) Kozy HVAC Approx. 500 SF Good/ Non-Friable Non-Detect 13-32 13-33 13-34 Drywall / Joint Compound Kozy HVAC – Mezzanine Level Approx. 500 SF Good/ Friable Non-Detect 14-35 14-36 14-37 2’x4’ Ceiling Tile Kozy HVAC Approx. 80 SF Good/ Friable Non-Detect 15-38 15-39 15-40 15-41 15-42 Drywall / Joint Compound Green Street Basement Approx. 5,000 SF Good/ Friable Non-Detect 16-43 16-44 Blue Cove Base and Associated Mastic Green Street Basement Approx. 150 SF Good / Non-Friable Non-Detect 17-45 17-46 Roofing Master’s Fitness Building Approx. 16,000 SF Good / Non-Friable Non-Detect 17-47 Roof Mastic Master’s Fitness Building Approx. 200 LF Good / Non-Friable Non-Detect 18-48 18-49 Roof Flashing Master’s Fitness Building Approx. 600 LF Good / Non-Friable Non-Detect Bold = Positive Asbestos LF = Linear Feet SF = Square Feet CONCLUSIONS AND RECOMMENDATIONS The analytical data attached indicates asbestos containing materials were identified during our inspection (see Table 1: Summary of Asbestos Containing Materials). ECS recommends the following: 1.Abatement of the asbestos containing materials, by a North Carolina licensed/certified abatement contractor, in the structure prior to disturbance for demolition. 2.Follow OSHA asbestos regulations during demolition and/or renovation activities at the site of the site. You should be aware that stringent requirements are imposed upon anyone renovating or demolishing a structure in which ACM will be disturbed. This work must be performed in accordance with OSHA asbestos regulations, 29 CFR 1910 & 1926, and NESHAP asbestos regulations 40 CFR 61, subpart M. North Carolina regulations require the accreditation of personnel who work in the asbestos field and notification and permitting fees for asbestos 5 ECS Carolinas, LLP August 5, 2016 removal projects. There is a 10 working day notification period required prior to abatement of asbestos in a facility. Failure to take proper precautions and actions to protect human health and the environment can result in penalties, danger to personnel, and construction delays. 3.Conduct a visual assessment and air clearance by a North Carolina licensed/certified asbestos air monitor (if required) following abatement to document that ACM has been removed. 4.Limited destructive means were used to identify materials located in wall chases, fixed ceilings, etc. If additional building materials are discovered during the renovation or demolition phase, they should either be tested by a NC licensed Asbestos Inspector or assumed to be an ACM. ACM may exist (undetected) in other areas due to their inaccessibility or due to the limited nature of our testing. The assessment did not include destructive measures to look in chases, above fixed ceilings, behind permanent or attached fixtures, behind walls, etc. Materials located below carpeting corners, behind removable exterior siding and behind removable fixtures were not sampled during the time of the assessment. This report summarizes our evaluation of the conditions observed at the site. The findings prepared by ECS are based upon testing performed in the building. Our recommendations are based on the guidelines presented in EPA, State of North Carolina or OSHA asbestos regulations. ECS appreciates the opportunity to provide our asbestos services for this project. If you have questions or need additional information, please contact us at (336) 856-7150. Respectfully, ECS CAROLINAS, LLP Ryan C. Abrahamson C. Brian Smith, P.G. Environmental Project Manager Principal Geologist Denise A. Popeo Industrial Hygiene/IAQ Sector Leader Attachments: Figures 1 through 3 Photographs Laboratory Bulk Asbestos Analysis & Chain of Custody North Carolina Asbestos Inspector License SOURCE: GOOGLE EARTH NOT TO SCALE FIGURE 1 ASBESTOS SAMPLING LOCATION MAP WEST END STATION 955 BROOKSTOWN AVENUE WINSTON-SALEM, FORSYTH COUNTY, NC ECS PROJECT NO. 49-2339 KOZY HVAC VACANT 11-27 11-28 14-35 14-36 14-37 13-32 13-33 13-34 12-29 12-30 12-31 LEGEND APPROXIMATE SAMPLE LOCATION APPROXIMATE POSITIVE SAMPLE LOCATION . 1-1 1-1 SOURCE: ECS NOT TO SCALE FIGURE 2 ASBESTOS SAMPLING LOCATION MAP WEST END STATION 955 BROOKSTOWN AVENUE WINSTON-SALEM, FORSYTH COUNTY, NC ECS PROJECT NO. 49-2339 1-1 2-6 MASTER’S FITNESS HALONITE MOTORCYCLE SHOP AUTOMOBILE SALES 1-2 1-3 1-4 1-5 2-7 3-8 3-9 3-10 HAs 5 and 6 7-17 7-18 8-19 8-20 8-21 9-21 9-22 HA-10 LEGEND APPROXIMATE SAMPLE LOCATION APPROXIMATE POSITIVE SAMPLE LOCATION . 1-1 1-1 5-13 5-14 6-15 6-16 SOURCE: ECS NOT TO SCALE FIGURE 3 ASBESTOS SAMPLING LOCATION MAP WEST END STATION 322 GREEN STREET WINSTON-SALEM, FORSYTH COUNTY, NC ECS PROJECT NO. 49-2339 15-38 15-39 15-40 15-41 15-49 16-43 16-44 LEGEND APPROXIMATE SAMPLE LOCATION APPROXIMATE POSITIVE SAMPLE LOCATION . 1-1 1-1 West End Station Asbestos Assessment Winston-Salem, Forsyth County, North Carolina ECS Project No. 49-2339 ECS Carolinas, LLP Page 1 Photo 1: View of the Halonite unit. Photo 2: View of drywall walls, grey cove base and blue 12”x12” VCT. West End Station Asbestos Assessment Winston-Salem, Forsyth County, North Carolina ECS Project No. 49-2339 ECS Carolinas, LLP Page 2 Photo 3: View of 2’x4’ ceiling tiles. Photo 4: View black cove base and 12”x12” grey VCT. West End Station Asbestos Assessment Winston-Salem, Forsyth County, North Carolina ECS Project No. 49-2339 ECS Carolinas, LLP Page 3 Photo 5: View of drywall located in the motorcycle shop. Photo 6: View of the Master’s Fitness unit.. West End Station Asbestos Assessment Winston-Salem, Forsyth County, North Carolina ECS Project No. 49-2339 ECS Carolinas, LLP Page 4 Photo 7: View of 9”x9” tan VCT. Photo 8: View of wall texture. West End Station Asbestos Assessment Winston-Salem, Forsyth County, North Carolina ECS Project No. 49-2339 ECS Carolinas, LLP Page 5 Photo 9: View of Kozy Heating and Cooling. Photo 10: View of vacant portion of Kozy Heating and Cooling building. West End Station Asbestos Assessment Winston-Salem, Forsyth County, North Carolina ECS Project No. 49-2339 ECS Carolinas, LLP Page 6 Photo 11: View of black ceiling tile. Photo 12: View of 1’x1’ ceiling tiles. West End Station Asbestos Assessment Winston-Salem, Forsyth County, North Carolina ECS Project No. 49-2339 ECS Carolinas, LLP Page 7 Photo 13: View of upper level of the Green Street building. Photo 14: View of the lower level of the Green Street Building. West End Station Asbestos Assessment Winston-Salem, Forsyth County, North Carolina ECS Project No. 49-2339 ECS Carolinas, LLP Page 8 Photo 15: View of drywall walls and blue cove base. Bulk Asbestos Analysis By Polarized Light Microscopy EPA Method: 600/R-93/116 and 600/M4-82-020 LAB #173190 Brookstown/2339Project: Sample ID Lab Sample ID Description Lab Notes Asbestos Fibrous Components Non-Fibrous Components Attributes Treatment Ryan AbrahamsonAttn:Customer:ECS, Ltd. 4811 Koger Blvd Greensboro, NC 27407 Analysis ID:1613168_PLM Date Reported:7/7/2016 Date Received:7/6/2016 Lab Order ID:1613168 None Detected1-1 DW/JC drywall: none detect; joint compnd: none detect White, Gray Non Fibrous Heterogeneous Crushed1613168PLM_1 Cellulose Fiber Glass Other 5% 3% 92% None Detected1-2 DW/JC drywall: none detect; joint compnd: none detect White, Gray Non Fibrous Heterogeneous Crushed1613168PLM_2 Cellulose Other 10% 90% None Detected1-3 DW/JC drywall: none detect; joint compnd: none detect White, Gray Non Fibrous Heterogeneous Crushed1613168PLM_3 Cellulose Fiber Glass Other 5% 3% 92% None Detected1-4 DW/JC drywall: none detect; joint compnd: none detect White, Gray Non Fibrous Heterogeneous Crushed1613168PLM_4 Cellulose Fiber Glass Other 5% 3% 92% None Detected1-5 DW/JC drywall: none detect; joint compnd: none detect White, Gray Non Fibrous Heterogeneous Crushed1613168PLM_5 Cellulose Fiber Glass Other 5% 3% 92% None Detected2-6 - A Cove base - grey covebase Gray Non Fibrous Homogeneous Ashed1613168PLM_6 Other 100% None Detected2-6 - B Cove base - grey mastic Tan Non Fibrous Homogeneous Ashed1613168PLM_38 Other 100% None Detected2-7 - A Cove base - grey covebase Gray Non Fibrous Homogeneous Ashed1613168PLM_7 Other 100% Disclaimer: Due to the nature of the EPA 600 method, asbestos may not be detected in samples containing low levels of asbestos. We strongly recommend that analysis of floor tiles, vermiculite, and/orheterogeneous soil samples be conducted by TEM for confirmation of “None Detected” by PLM. This report relates only to the samples tested and may not be reproduced, except in full, without the writtenapproval of SAI. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. government. Analytical uncertainty available upon request. Scientific Analytical Institute participates in the NVLAP Proficiency Testing program. Unless otherwise noted blank sample correction was not performed. Estimated MDL is 0.1%. Page 1 of 7 Approved SignatoryAnalyst Scientific Analytical Institute, Inc. 4604 Dundas Dr. Greensboro, NC 27407 (336) 292-3888 Megan Javonovich (51) P-F-002 r15 1/15/2018 Bulk Asbestos Analysis By Polarized Light Microscopy EPA Method: 600/R-93/116 and 600/M4-82-020 LAB #173190 Brookstown/2339Project: Sample ID Lab Sample ID Description Lab Notes Asbestos Fibrous Components Non-Fibrous Components Attributes Treatment Ryan AbrahamsonAttn:Customer:ECS, Ltd. 4811 Koger Blvd Greensboro, NC 27407 Analysis ID:1613168_PLM Date Reported:7/7/2016 Date Received:7/6/2016 Lab Order ID:1613168 None Detected2-7 - B Cove base - grey mastic Tan Non Fibrous Homogeneous Ashed1613168PLM_39 Other 100% None Detected3-8 Ceiling tile 2x4 p&f Gray Fibrous Homogeneous Ashed1613168PLM_8 Cellulose Mineral Wool Perlite Other 40% 10% 30% 20% None Detected3-9 Ceiling tile 2x4 p&f Gray Fibrous Homogeneous Ashed1613168PLM_9 Cellulose Mineral Wool Perlite Other 40% 10% 30% 20% None Detected3-10 Ceiling tile 2x4 p&f Gray Fibrous Homogeneous Ashed1613168PLM_10 Mineral Wool Mineral Wool Perlite Other 40% 10% 30% 20% None Detected4-11 - A 12x12 VCT blue tile Gray, Blue Non Fibrous Homogeneous Dissolved1613168PLM_11 Other 100% None Detected4-11 - B 12x12 VCT blue mastic Yellow Non Fibrous Homogeneous Dissolved1613168PLM_40 Other 100% None Detected4-12 - A 12x12 VCT blue tile Gray, Blue Non Fibrous Homogeneous Dissolved1613168PLM_12 Other 100% None Detected4-12 - B 12x12 VCT blue mastic Yellow Non Fibrous Homogeneous Dissolved1613168PLM_41 Other 100% Disclaimer: Due to the nature of the EPA 600 method, asbestos may not be detected in samples containing low levels of asbestos. We strongly recommend that analysis of floor tiles, vermiculite, and/orheterogeneous soil samples be conducted by TEM for confirmation of “None Detected” by PLM. This report relates only to the samples tested and may not be reproduced, except in full, without the writtenapproval of SAI. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. government. Analytical uncertainty available upon request. Scientific Analytical Institute participates in the NVLAP Proficiency Testing program. Unless otherwise noted blank sample correction was not performed. Estimated MDL is 0.1%. Page 2 of 7 Approved SignatoryAnalyst Scientific Analytical Institute, Inc. 4604 Dundas Dr. Greensboro, NC 27407 (336) 292-3888 Megan Javonovich (51) P-F-002 r15 1/15/2018 Bulk Asbestos Analysis By Polarized Light Microscopy EPA Method: 600/R-93/116 and 600/M4-82-020 LAB #173190 Brookstown/2339Project: Sample ID Lab Sample ID Description Lab Notes Asbestos Fibrous Components Non-Fibrous Components Attributes Treatment Ryan AbrahamsonAttn:Customer:ECS, Ltd. 4811 Koger Blvd Greensboro, NC 27407 Analysis ID:1613168_PLM Date Reported:7/7/2016 Date Received:7/6/2016 Lab Order ID:1613168 3% Chrysotile5-13 - A 12x12 VCT white tile White Non Fibrous Homogeneous Dissolved1613168PLM_13 Other 97% None Detected5-13 - B 12x12 VCT white mmastic Yellow Non Fibrous Homogeneous Dissolved1613168PLM_42 Other 100% Not Analyzed5-14 - A 12x12 VCT white tile1613168PLM_14 None Detected5-14 - B 12x12 VCT white mastic Yellow Non Fibrous Homogeneous Dissolved1613168PLM_43 Other 100% None Detected6-15 - A 12x12 VCT grey tile Gray Non Fibrous Homogeneous Dissolved1613168PLM_15 Other 100% None Detected6-15 - B 12x12 VCT grey mastic Yellow Non Fibrous Homogeneous Dissolved1613168PLM_44 Other 100% None Detected6-16 - A 12x12 VCT grey tile Gray Non Fibrous Homogeneous Dissolved1613168PLM_16 Other 100% None Detected6-16 - B 12x12 VCT grey mastic Yellow Non Fibrous Homogeneous Dissolved1613168PLM_45 Other 100% Disclaimer: Due to the nature of the EPA 600 method, asbestos may not be detected in samples containing low levels of asbestos. We strongly recommend that analysis of floor tiles, vermiculite, and/orheterogeneous soil samples be conducted by TEM for confirmation of “None Detected” by PLM. This report relates only to the samples tested and may not be reproduced, except in full, without the writtenapproval of SAI. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. government. Analytical uncertainty available upon request. Scientific Analytical Institute participates in the NVLAP Proficiency Testing program. Unless otherwise noted blank sample correction was not performed. Estimated MDL is 0.1%. Page 3 of 7 Approved SignatoryAnalyst Scientific Analytical Institute, Inc. 4604 Dundas Dr. Greensboro, NC 27407 (336) 292-3888 Megan Javonovich (51) P-F-002 r15 1/15/2018 Bulk Asbestos Analysis By Polarized Light Microscopy EPA Method: 600/R-93/116 and 600/M4-82-020 LAB #173190 Brookstown/2339Project: Sample ID Lab Sample ID Description Lab Notes Asbestos Fibrous Components Non-Fibrous Components Attributes Treatment Ryan AbrahamsonAttn:Customer:ECS, Ltd. 4811 Koger Blvd Greensboro, NC 27407 Analysis ID:1613168_PLM Date Reported:7/7/2016 Date Received:7/6/2016 Lab Order ID:1613168 None Detected7-17 - A Cove base - black covebase Black Non Fibrous Homogeneous Ashed1613168PLM_17 Other 100% None Detected7-17 - B Cove base - black mastic Yellow Non Fibrous Homogeneous Ashed1613168PLM_46 Other 100% None Detected7-18 - A Cove base - black covebase Black Non Fibrous Homogeneous Ashed1613168PLM_18 Other 100% None Detected7-18 - B Cove base - black mastic Yellow Non Fibrous Homogeneous Ashed1613168PLM_47 Other 100% None Detected8-19 DW/JC drywall: none detect; joint compnd: none detect White, Gray Non Fibrous Heterogeneous Crushed1613168PLM_19 Cellulose Fiber Glass Other 5% 3% 92% None Detected8-20 DW/JC drywall: none detect; joint compnd: none detect White, Gray Non Fibrous Heterogeneous Crushed1613168PLM_20 Cellulose Fiber Glass Other 5% 3% 92% None Detected8-21 DW/JC drywall: none detect; joint compnd: none detect White, Gray Non Fibrous Heterogeneous Crushed1613168PLM_21 Cellulose Fiber Glass Other 5% 3% 92% None Detected9-22 - A 9"x9" Tan VCT mastic 1 Yellow Non Fibrous Homogeneous Dissolved1613168PLM_22 Synthetic Fibers Other 3% 97% Disclaimer: Due to the nature of the EPA 600 method, asbestos may not be detected in samples containing low levels of asbestos. We strongly recommend that analysis of floor tiles, vermiculite, and/orheterogeneous soil samples be conducted by TEM for confirmation of “None Detected” by PLM. This report relates only to the samples tested and may not be reproduced, except in full, without the writtenapproval of SAI. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. government. Analytical uncertainty available upon request. Scientific Analytical Institute participates in the NVLAP Proficiency Testing program. Unless otherwise noted blank sample correction was not performed. Estimated MDL is 0.1%. Page 4 of 7 Approved SignatoryAnalyst Scientific Analytical Institute, Inc. 4604 Dundas Dr. Greensboro, NC 27407 (336) 292-3888 Megan Javonovich (51) P-F-002 r15 1/15/2018 Bulk Asbestos Analysis By Polarized Light Microscopy EPA Method: 600/R-93/116 and 600/M4-82-020 LAB #173190 Brookstown/2339Project: Sample ID Lab Sample ID Description Lab Notes Asbestos Fibrous Components Non-Fibrous Components Attributes Treatment Ryan AbrahamsonAttn:Customer:ECS, Ltd. 4811 Koger Blvd Greensboro, NC 27407 Analysis ID:1613168_PLM Date Reported:7/7/2016 Date Received:7/6/2016 Lab Order ID:1613168 5% Chrysotile9-22 - B 9"x9" Tan VCT tile Tan Non Fibrous Homogeneous Dissolved1613168PLM_48 Other 95% 8% Chrysotile9-22-C 9"x9" Tan VCT mastic 2 Black Non Fibrous Homogeneous Dissolved1613168PLM_51 Other 92% None Detected9-23 - A 9"x9" Tan VCT mastic 1 Yellow Non Fibrous Homogeneous Dissolved1613168PLM_23 Synthetic Fibers Other 3% 97% Not Analyzed9-23 - B 9"x9" Tan VCT tile1613168PLM_49 Not Analyzed9-23 - C 9"x9" Tan VCT mastic 21613168PLM_50 None Detected10-24 Wall texture White Non Fibrous Homogeneous Crushed1613168PLM_24 Other 100% None Detected10-25 Wall texture White Non Fibrous Homogeneous Crushed1613168PLM_25 Other 100% None Detected10-26 Wall texture White Non Fibrous Homogeneous Crushed1613168PLM_26 Other 100% Disclaimer: Due to the nature of the EPA 600 method, asbestos may not be detected in samples containing low levels of asbestos. We strongly recommend that analysis of floor tiles, vermiculite, and/orheterogeneous soil samples be conducted by TEM for confirmation of “None Detected” by PLM. This report relates only to the samples tested and may not be reproduced, except in full, without the writtenapproval of SAI. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. government. Analytical uncertainty available upon request. Scientific Analytical Institute participates in the NVLAP Proficiency Testing program. Unless otherwise noted blank sample correction was not performed. Estimated MDL is 0.1%. Page 5 of 7 Approved SignatoryAnalyst Scientific Analytical Institute, Inc. 4604 Dundas Dr. Greensboro, NC 27407 (336) 292-3888 Megan Javonovich (51) P-F-002 r15 1/15/2018 Bulk Asbestos Analysis By Polarized Light Microscopy EPA Method: 600/R-93/116 and 600/M4-82-020 LAB #173190 Brookstown/2339Project: Sample ID Lab Sample ID Description Lab Notes Asbestos Fibrous Components Non-Fibrous Components Attributes Treatment Ryan AbrahamsonAttn:Customer:ECS, Ltd. 4811 Koger Blvd Greensboro, NC 27407 Analysis ID:1613168_PLM Date Reported:7/7/2016 Date Received:7/6/2016 Lab Order ID:1613168 2% Chrysotile11-27 Window glazing White Non Fibrous Homogeneous Crushed1613168PLM_27 Other 98% Not Analyzed11-28 Window glazing 1613168PLM_28 None Detected12-29 1x1 Ceiling tile Tan Fibrous Homogeneous Ashed1613168PLM_29 Cellulose Other 95% 5% None Detected12-30 1x1 Ceiling tile Tan Fibrous Homogeneous Ashed1613168PLM_30 Cellulose Other 95% 5% None Detected12-31 1x1 Ceiling tile Tan Fibrous Homogeneous Ashed1613168PLM_31 Cellulose Other 95% 5% None Detected13-32 DW/JC drywall: none detect; joint compnd: none detect White, Gray Non Fibrous Heterogeneous Crushed1613168PLM_32 Cellulose Other 10% 90% None Detected13-33 DW/JC drywall only Gray Non Fibrous Homogeneous Crushed1613168PLM_33 Cellulose Other 15% 85% None Detected13-34 DW/JC drywall only Gray Non Fibrous Homogeneous Crushed1613168PLM_34 Cellulose Other 15% 85% Disclaimer: Due to the nature of the EPA 600 method, asbestos may not be detected in samples containing low levels of asbestos. We strongly recommend that analysis of floor tiles, vermiculite, and/orheterogeneous soil samples be conducted by TEM for confirmation of “None Detected” by PLM. This report relates only to the samples tested and may not be reproduced, except in full, without the writtenapproval of SAI. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. government. Analytical uncertainty available upon request. Scientific Analytical Institute participates in the NVLAP Proficiency Testing program. Unless otherwise noted blank sample correction was not performed. Estimated MDL is 0.1%. Page 6 of 7 Approved SignatoryAnalyst Scientific Analytical Institute, Inc. 4604 Dundas Dr. Greensboro, NC 27407 (336) 292-3888 Megan Javonovich (51) P-F-002 r15 1/15/2018 Bulk Asbestos Analysis By Polarized Light Microscopy EPA Method: 600/R-93/116 and 600/M4-82-020 LAB #173190 Brookstown/2339Project: Sample ID Lab Sample ID Description Lab Notes Asbestos Fibrous Components Non-Fibrous Components Attributes Treatment Ryan AbrahamsonAttn:Customer:ECS, Ltd. 4811 Koger Blvd Greensboro, NC 27407 Analysis ID:1613168_PLM Date Reported:7/7/2016 Date Received:7/6/2016 Lab Order ID:1613168 None Detected14-35 2x4 Ceiling tile Gray Fibrous Homogeneous Ashed1613168PLM_35 Cellulose Mineral Wool Perlite Other 40% 30% 20% 10% None Detected14-36 2x4 Ceiling tile Gray Fibrous Homogeneous Ashed1613168PLM_36 Cellulose Mineral Wool Perlite Other 40% 30% 20% 10% None Detected14-37 2x4 Ceiling tile Gray Fibrous Homogeneous Ashed1613168PLM_37 Cellulose Mineral Wool Perlite Other 40% 30% 20% 10% Disclaimer: Due to the nature of the EPA 600 method, asbestos may not be detected in samples containing low levels of asbestos. We strongly recommend that analysis of floor tiles, vermiculite, and/orheterogeneous soil samples be conducted by TEM for confirmation of “None Detected” by PLM. This report relates only to the samples tested and may not be reproduced, except in full, without the writtenapproval of SAI. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. government. Analytical uncertainty available upon request. Scientific Analytical Institute participates in the NVLAP Proficiency Testing program. Unless otherwise noted blank sample correction was not performed. Estimated MDL is 0.1%. Page 7 of 7 Approved SignatoryAnalyst Scientific Analytical Institute, Inc. 4604 Dundas Dr. Greensboro, NC 27407 (336) 292-3888 Megan Javonovich (51) P-F-002 r15 1/15/2018 jLflI31~g II: 4811 Koger Blvd 4604 Dundas Drive. Greensboro, NC 27407 Greensboro, NC 2 7407 ~Ph: (336) 856-7150 Ph: 336-292-3888 , .' <. 'I ~ Fax: (336) 856-7160 Fax: 336-292-3313 www.ecsllmited.com www.sailab.com -. Contact: Ryan Abrahamson ADaJya. Types Turn Aroond Times Phone: (336) 601-3929 Email: rabrahamsoo@ecslimited.corr PLM ~osilive SlOP~oint COUDt 0 90 min. D 48 hours ~ AIL Contact: TEMAHERAO TEM Level II 0 3 bours D 72 hours D Phone: Email: Micro Spore Trap 0 Fungal Culture 0 6 hours D 96 bours D Project NameI~ I;. Micro Direct Exam 0 Lead Air 0 12 hours D 120 bours D City/Slate: ~.::.~'" .;2.3'3"1 Lead Paint 0 Lead Soil 0 Lead Wipe 0 24 bours D 144+ hours D HAt ~i -' -becatioR Volmne 1 Con.titioIF-Fnw.r . -RecOmmendation I Ii{ ~s-DW/S-L 1-(....\ I'\IM*... ~ 1 1Co...e.. ~e. -~<~ ':;be , ~IO I ~ ") rp~-\,~ T.: It.. ~}('-/ R-v ?-'~ '-f II I~ j;t "flueT ()iut1-,1(10 5 \-; ~/I~It{ lj,..y p. V0w\,v:.K C )5' lb r).x If}.. \Jt.1 C." t,v IUr-o 17 1 I IS c.".. ~otX.~ 8r..d:.. (,0/ '3 it) 7-<::) ~(5L ·lIVUlk.,c-" c.I ~ SJ.,eo-a-I I )..~ ~l(~ 9-3 g"t4 'I -1 ~Vel I"'K':'P 6vVIA n "4 1?Jtlj!) Ig.s L00l..1\\~ !I' ~" \I {)-1 \ iJ ..,,-tA.~,,) h\o..'7-.'-"" k#;,?-I ]J.tJAc'}o ~., 1;1." (~ I)~o I)'l Gt.:\,.....\; \~ tJ.. ... (). ~l 1\1>1'; Notes: ~d B ~0 I d2q:ShedbY I?1i~t~j{1 r ( \vt:rB 1 ?~t1DeJ;age _Of_ I ,. Bulk Asbestos Analysis By Polarized Light Microscopy EPA Method: 600/R-93/116 and 600/M4-82-020 LAB #173190 Brookstown Ave/2339Project: Sample ID Lab Sample ID Description Lab Notes Asbestos Fibrous Components Non-Fibrous Components Attributes Treatment Ryan AbrahamsonAttn:Customer:ECS, Ltd. 4811 Koger Blvd Greensboro, NC 27407 Analysis ID:1614807_PLM Date Reported:7/29/2016 Date Received:7/28/2016 Lab Order ID:1614807 None Detected15-38 DW/JC drywall: none detect; joint compnd: none detect Gray, White Non Fibrous Heterogeneous Crushed1614807PLM_1 Cellulose Fiber Glass Other 10% 5% 85% None Detected15-39 DW/JC drywall: none detect; joint compnd: none detect Gray, White Non Fibrous Heterogeneous Crushed1614807PLM_2 Cellulose Fiber Glass Other 10% 5% 85% None Detected15-40 DW/JC drywall: none detect; joint compnd: none detect Gray, White Non Fibrous Heterogeneous Crushed1614807PLM_3 Cellulose Fiber Glass Other 10% 5% 85% None Detected15-41 DW/JC drywall: none detect; joint compnd: none detect Gray, White Non Fibrous Heterogeneous Crushed1614807PLM_4 Cellulose Fiber Glass Other 10% 5% 85% None Detected15-42 DW/JC drywall: none detect; joint compnd: none detect Gray, White Non Fibrous Heterogeneous Crushed1614807PLM_5 Cellulose Fiber Glass Other 10% 5% 85% None Detected16-43 - A Blue covebase covebase Blue Non Fibrous Homogeneous Ashed1614807PLM_6 Other 100% None Detected16-43 - B Blue covebase mastic Tan Non Fibrous Homogeneous Ashed1614807PLM_13 Other 100% None Detected16-43 - C Blue covebase joint compound Beige Non Fibrous Homogeneous Crushed1614807PLM_14 Other 100% Disclaimer: Due to the nature of the EPA 600 method, asbestos may not be detected in samples containing low levels of asbestos. We strongly recommend that analysis of floor tiles, vermiculite, and/orheterogeneous soil samples be conducted by TEM for confirmation of “None Detected” by PLM. This report relates only to the samples tested and may not be reproduced, except in full, without the writtenapproval of SAI. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. government. Analytical uncertainty available upon request. Scientific Analytical Institute participates in the NVLAP Proficiency Testing program. Unless otherwise noted blank sample correction was not performed. Estimated MDL is 0.1%. Page 1 of 3 Approved SignatoryAnalyst Scientific Analytical Institute, Inc. 4604 Dundas Dr. Greensboro, NC 27407 (336) 292-3888 Megan Javonovich (18) P-F-002 r15 1/15/2018 Bulk Asbestos Analysis By Polarized Light Microscopy EPA Method: 600/R-93/116 and 600/M4-82-020 LAB #173190 Brookstown Ave/2339Project: Sample ID Lab Sample ID Description Lab Notes Asbestos Fibrous Components Non-Fibrous Components Attributes Treatment Ryan AbrahamsonAttn:Customer:ECS, Ltd. 4811 Koger Blvd Greensboro, NC 27407 Analysis ID:1614807_PLM Date Reported:7/29/2016 Date Received:7/28/2016 Lab Order ID:1614807 None Detected16-44 - A Blue covebase covebase Blue Non Fibrous Homogeneous Ashed1614807PLM_7 Other 100% None Detected16-44 - B Blue covebase mastic Tan Non Fibrous Homogeneous Ashed1614807PLM_15 Other 100% None Detected16-44 - C Blue covebase joibt compound Beige Non Fibrous Homogeneous Crushed1614807PLM_16 Other 100% None Detected17-45 - A Roofing roofing Black Fibrous Heterogeneous Dissolved1614807PLM_8 Synthetic Fibers Fiber Glass Other 15% 10% 75% None Detected17-45 - B Roofing insulation Gray Fibrous Homogeneous Ashed1614807PLM_17 Cellulose Perlite Other 70% 25% 5% None Detected17-46 - A Roofing roofing Black Fibrous Heterogeneous Dissolved1614807PLM_9 Fiber Glass Cellulose Other 10% 10% 80% None Detected17-46 - B Roofing insulation Gray Fibrous Homogeneous Ashed1614807PLM_18 Cellulose Perlite Other 70% 25% 5% None Detected18-47 Roof mastic Black Non Fibrous Homogeneous Dissolved1614807PLM_10 Other 100% Disclaimer: Due to the nature of the EPA 600 method, asbestos may not be detected in samples containing low levels of asbestos. We strongly recommend that analysis of floor tiles, vermiculite, and/orheterogeneous soil samples be conducted by TEM for confirmation of “None Detected” by PLM. This report relates only to the samples tested and may not be reproduced, except in full, without the writtenapproval of SAI. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. government. Analytical uncertainty available upon request. Scientific Analytical Institute participates in the NVLAP Proficiency Testing program. Unless otherwise noted blank sample correction was not performed. Estimated MDL is 0.1%. Page 2 of 3 Approved SignatoryAnalyst Scientific Analytical Institute, Inc. 4604 Dundas Dr. Greensboro, NC 27407 (336) 292-3888 Megan Javonovich (18) P-F-002 r15 1/15/2018 Bulk Asbestos Analysis By Polarized Light Microscopy EPA Method: 600/R-93/116 and 600/M4-82-020 LAB #173190 Brookstown Ave/2339Project: Sample ID Lab Sample ID Description Lab Notes Asbestos Fibrous Components Non-Fibrous Components Attributes Treatment Ryan AbrahamsonAttn:Customer:ECS, Ltd. 4811 Koger Blvd Greensboro, NC 27407 Analysis ID:1614807_PLM Date Reported:7/29/2016 Date Received:7/28/2016 Lab Order ID:1614807 None Detected19-48 Roof flashing Black, Silver Fibrous Heterogeneous Dissolved1614807PLM_11 Synthetic Fibers Other 20% 80% None Detected19-49 Roof flashing Black, Silver Fibrous Heterogeneous Dissolved1614807PLM_12 Synthetic Fibers Other 20% 80% Disclaimer: Due to the nature of the EPA 600 method, asbestos may not be detected in samples containing low levels of asbestos. We strongly recommend that analysis of floor tiles, vermiculite, and/orheterogeneous soil samples be conducted by TEM for confirmation of “None Detected” by PLM. This report relates only to the samples tested and may not be reproduced, except in full, without the writtenapproval of SAI. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. government. Analytical uncertainty available upon request. Scientific Analytical Institute participates in the NVLAP Proficiency Testing program. Unless otherwise noted blank sample correction was not performed. Estimated MDL is 0.1%. Page 3 of 3 Approved SignatoryAnalyst Scientific Analytical Institute, Inc. 4604 Dundas Dr. Greensboro, NC 27407 (336) 292-3888 Megan Javonovich (18) P-F-002 r15 1/15/2018 10 lif() 7 4811 Koger Blvd 4604 Dundas Drive. Greensboro, NC 27407 Greensboro, NC 27407 Ph: (336) 856-7150 Ph: 336-292-3888 Fax: (336) 856-7160 Fax: 336-292-3313 www.ecslimited.com www.sai/ab.com Contact: Ryan Abrahamson Analysis Types I Turn AroOBd Tunes Phone: (336) 601-3929 Email: rabrahamson@ecslimited.colT PUy,*-,Positive Stop'N Point Count 0 90 min. 0 48 hours Alt. Contact: TEM AHERA 0 TEM Level n 0 3 hours 0 72 hours o Phone: Email: Micro Spore Trap 0 Fungal Culture 0 6 bours o 96 hours o Project Name/#: ~ I Micro Direct Exam 0 Lead Air 0 12 hours o 120 hours o City/State: \.)~¥.s\-o..u.'"\!l~ / d3.37' Lead Paint 0 Lead Soil 0 Lead Wipe 0 24 hours o ( HA# Sample # MateriallSampie Location Volume Condition-FINF-Quantity-Recommendation (~ \1 /8 Notes: L(3 Lf'7 / Appendix E Environmental Data for 322 North Green Street Back to Table of Contents Appendix F Environmental Data for 955 Brookstown Avenue Back to Table of Contents TABLE 1 Date 3/23/2015 SA M P L E I D DE P T H DA T E N- B u t y l b e n z e n e Se c - B u t y l b e n z e n e Et h y l b e n z e n e Is o p r o p y l b e n z e n e Na p h t h a l e n e N- p r o p y l b e n z e n e 1, 2 , 4 - T r i m e t h y l b e n z e n e 1, 3 , 5 - T r i m e t h y l b e n z e n e To t a l X y l e n e s Al l o t h e r T a r g e t e d C o m p o u n d s 1- M e t h y l N a p h t h a l e n e 2- M e t h y l N a p h t h a l e n e Na p h t h a l e n e Al l o t h e r T a r g e t e d C o m p o u n d s SW1-10-15 10-15 2/23/2015 BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL SW2-10-15 10-15 2/23/2015 BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL SW3-5-10 5-10 2/23/2015 BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL SW4-8-10 8-10 2/27/2015 BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL BQL S81-8-10 8-10 2/25/2015 6.03 3.16 20.80 6.16 15.90 13.00 6.84 BQL 7.67 BQL 3.77 7.53 12.60 BQL S81-15-17 15-17 2/25/2015 4.96 2.54 12.00 4.65 23.70 9.38 56.10 38.30 66.70 BQL BQL 3.75 10.50 BQL S82-3-5 3-5 2/25/2015 2.51 BQL 7.87 2.23 8.79 6.06 30.90 22.50 17.70 BQL 0.348 0.736 1.80 BQL S82-15-17 15-17 2/25/2015 3.16 1.39 3.69 2.13 20.00 4.50 33.50 24.40 25.90 BQL BQL BQL 5.79 BQL S83-15-17 15-17 2/25/2015 3.85 2.32 6.35 2.94 15.90 5.84 39.30 27.60 24.60 BQL BQL 5.75 7.41 BQL S83-23-25 23-25 2/25/2015 5.85 3.95 21.10 6.77 27.70 12.30 71.50 51.90 84.90 BQL 5.29 13.20 20.20 BQL S84-15-17 15-17 2/25/2015 0.868 0.437 0.492 0.346 4.23 0.922 6.73 3.90 2.01 BQL BQL 3.52 3.76 BQL S84-23-25 23-25 2/25/2015 2.45 1.50 1.88 1.34 10.70 2.77 22.30 13.90 12.00 BQL BQL 4.57 5.59 BQL S85-2-5 2-5 2/25/2015 1.83 1.12 1.23 0.977 5.32 2.07 5.43 4.06 0.880 BQL 0.462 1.04 0.932 BQL S85-15-17 15-17 2/25/2015 2.07 1.06 1.67 0.953 7.95 1.93 16.60 11 .10 7.95 BQL BQL 0.635 0.800 BQL S86-15-17 15-17 2/25/2015 BQL BQL BQL BQL 0.036 BQL 0.029 0.015 0.014 BQL BQL BQL BQL BQL S86-23-25 23-25 2/25/2015 0.372 BQL BQL BQL 1.21 BQL 2.01 1.04 BQL BQL 0.667 1.30 0.600 BQL 4.3 3.3 4.90 1.7 0.16 1.7 8.5 8.3 4.6 NS 0.004 3.60 0.16 NS 626 626 1,560 1,564 313 626 782 782 3,129 NS 20 63 313 NS 16,350 16,350 40,000 40,880 8,176 16,350 20,440 20,440 81,760 NS 100 1,635 8,176 NS Bold=above soil to GW MSCC Nothing above residential Comercial MSCC SUMMARY OF SOIL SAMPLING RESULTS Analytical Method EPA Method 8260 (mg/kg)EPA Method 8270 (mg/kg) Soil to Groundwater MSCC Residential MSCC SA M P L E I D Ap p r o x . D e p t h t o Gr o u n d w a t e r ( f t . - b g s ) DA T E Be n z e n e Is o p r o p y l E t h e r Et h y l b e n z e n e 1,2 , 4 - T r i m e t h y l b e n z e n e To t a l X y l e n e s Te r r a c h l o r o e t h e n e ( P C E ) Na p h t h a l e n e Le a d Al l o t h e r T a r g e t e d C o m p o u n d s SW1 33.41 2/23/2015 BQL BQL BQL BQL BQL BQL BQL BQL BQL SW2 34.55 2/23/2015 BQL BQL BQL BQL BQL BQL BQL BQL BQL SW3 19.00 2/23/2015 BQL BQL BQL BQL BQL BQL BQL BQL BQL SW4 22.80 2/27/2015 BQL BQL BQL BQL BQL 25.80 BQL BQL BQL SW6 30.55 2/25/2015 BQL BQL BQL 0.70 BQL 3.55 BQL BQL BQL 1.0 70 600 400 500 0.7 6 15 NA 5.000 70.000 84.500 28.500 85.500 700 6.000 15.000 NA Bold = exceeds NCAC 2L Standards GROUNDWATER ANALYTICAL Analytical Method Volatile Organics (EPA METHOD 8260 (ug/L) 2L Standards GCLs TABLE 3 Va p o r P o i n t De p t h Sa m p l e D a t e 1,1 - D i c h l o r o e t h e n e 1, 1 , 1 - T r i c h l o r o e t h a n e 1, 2 , 4 - T r i m e t h y l b e n z e n e 1, 3 , 5 - T r i m e t h y l b e n z e n e 2, 2 , 4 - T r i m e t h y l b e n t a n e 4-E t h y l t o l u e n e Ac e t o n e Be n z e n e Br o m a d i c h l o r o m e t h a n e Ca r b o n D i s u l f i d e Ca r b o n T e t r a c h l o r i d e VP-1 8 3/9/2015 ND 6.9 ND ND 0.7 ND 19 1.1 ND 0.56 .69j VP-2*8 3/9/2015 ND ND ND ND ND ND 16 ND ND 26 ND VP-3 subslab 3/9/2015 ND 0.87 6.8 2 1.9 1.9 20 1.8 1.2 ND ND VP-4 subslab 3/9/2015 ND 4.1 3.6 1.3 1 1.50 25 1.6 .80j ND ND VP-5 8 5/4/2015 .48j ND 3.0 1.2 .56j 1.1 4.7 2.2 ND 16 ND VP-6 8 5/4/2015 ND ND 1.9 0.98 1.1 0.59j 5.8 1.1 ND 6.1 ND VP-7 8 5/4/2015 ND ND 0.98 ND ND ND 3.7 0.67 ND 3 ND 1,390 34,800 49 NS NS NS 216,000 120 25.3 4,870.00 156 17500 438,000 613 NS NS NS 2,720,000 1,570 331 61,300.00 2,040 Va p o r P o i n t De p t h Sa m p l e D a t e Ch l o r o f o r m ci s - 1 , 2 - D i c h l o r o e t h e n e 1, 4 - D i o x a n e Cy c l o h e x a n e Et h y l a c e t a t e Et h y l b e n z e n e Fr e o n 1 1 Fr e o n 1 1 3 Fr e o n 1 2 He p t a n e He x a n e VP-1 8 3/9/2015 ND 2.9 ND ND ND ND 1.6 .77j 3.5 0.61 1.3 VP-2*8 3/9/2015 9.3 ND ND ND ND ND ND ND ND ND ND VP-3 subslab 3/9/2015 7.1 ND ND 2.2 ND 3.3 4.6 .84j 17 ND ND VP-4 subslab 3/9/2015 35 2.1 0.50j 1.3 3.6 4.00 1.9 1.1 3.5 ND ND VP-5 8 5/4/2015 1.6 ND ND ND ND 1.6 3.7 6.2 ND 7.5 4.6 VP-6 8 5/4/2015 1.3 ND ND ND 1.9 1.2 5.6 9.7 ND 6.8 3.7 VP-7 8 5/4/2015 2.2 ND ND ND ND 0.65 4.7 9.2 ND 2.4 1.4 41 NS NS 41,700 487 374 NS NS NS NS 4,870 533 NS NS 526,000 6,130 4,910 NS NS NS NS 61,300 Va p o r P o i n t De p t h Sa m p l e D a t e Is o p r o p y l a l c o h o l m& p - X y l e n e Me t h y l E t h y l K e t o n e Me t h y l I s o b u t y l K e t o n e Me t h y l e n e c h l o r i d e 0- X y l e n e St y r e n e Te t r a c h l o r o e t h y l e n e Te t r a h y d r o f u r a n To l u e n e Tr i c h l o r o e t h e n e Vi n y l C h l o r i d e VP-1 8 3/9/2015 7.9 0.69j 2.4 ND 0.9 ND ND ND ND 3.1 ND ND VP-2*8 3/9/2015 ND ND ND ND ND ND ND 27,000 ND 4.5j ND ND VP-3 subslab 3/9/2015 13 14 9.4 ND 1.6 4.5 1.2 130 12 16 ND ND VP-4 subslab 3/9/2015 13 16 8.8 ND 1.4 4.80 1.1 130 10 12 ND ND VP-5 8 5/4/2015 ND 4.2 5.7 ND ND 1.6 ND 28,000**ND 5.7 5.2 ND VP-6 8 5/4/2015 ND 3.3 1 3.30 ND 1.1 ND 18,000**ND 6.1 4.7 1 VP-7 8 5/4/2015 ND 1.7 4.7 ND ND 0.96 ND 18,000**2 3.2 1.7 ND NS 695 34,800 20,900 4,170 695 6,950 278 13,900 34,800 14 56 NS 8,760 438,000 263,000 52,600 8,760 87,600 3,500 175,000 438,000 175 ### * unable to analyze at lower detection limit due to high concentration of PCE **SPPB by Method TO15 j = Analyte detected at or below quantitation limits exceeds non-residential DWM residential Vapor Intrusion Screening Levels DWM non-residential Vapor Intrusion Screening Levels Analytical Method to-15 (UG/M3) DWM residential Vapor Intrusion Screening Levels DWM non-residential Vapor Intrusion Screening Levels VAPOR ANALYTICAL RESULTS Analytical Method to-15 (UG/M3) DWM residential Vapor Intrusion Screening Levels DWM non-residential Vapor Intrusion Screening Levels Analytical Method to-15 (UG/M3) Appendix G Proposed Brownfield Work Plan Back to Table of Contents Piedmont Industrial Services, Inc. 1680 Lowery Street Winston Salem, NC 27101 (336) 722-6505 fax 722-6529 February 17, 2017 James Rudder, P.G. Project Manager NCDENR-DWM-Brownfields Program 1646 Mail Service Center Raleigh, NC 27699-1646 Phone: 919-707-8381 Subject: Brownfields Property Environmental Site Work Plan (Brownfield Project Numbers: 18028-14-034 & 09020-05-34), 955 Brookstown Avenue & portion of 322 N. Green Street, Winston-Salem, North Carolina Mr. Rudder: Piedmont Industrial Services was contracted by DPJ Residential LLC (managing partner) representing CCC West End Station LLC (property developer) to prepare the following Site Work Plan for Brownfield’s Project Numbers: 18028-14-034 & 09020-05-34. Piedmont proposes the following scope of work at the subject property in order to determine if there are any environmental concerns that would affect the proposed Environmental Management Plan (EMP) for the subject site. The proposed assessment activities are intended to accomplish the following goals:  Provide additional soil and groundwater data for the 322 N. Green portion of the site to be included in the proposed property development. Currently, no indications of potential environmental impacts are known to currently exist on this portion of the site. However, an AST formerly containing used motor oil was removed from the vicinity immediate vicinity of the former Modern Chevrolet warehouse located in the southern portion of the site. Following the excavation of stained surface soils no further signs of impact were detected. Completion of this proposed assessment is recommended in order to insure that no soil, groundwater or potential vapor intrusion issues exist in this portion of the property. Building plans for the portion of the proposed building structure running parallel to North Green Street are planned to have residential dwellings located at surface grade (on concrete slab). Due the existence of known environmental impact on a portion of the 955 Brookstown site, the current building plans on this portion of the site have been designed with an open air garage under the apartment building structure to minimize disturbance of areas of known environmental impact and to avoid any potential vapor intrusion issues.  Based on current grading plan estimates approximately 12,453 cubic yards of soil will be cut and relocated predominantly onto the Brookstown property. The proposed assessment is intended to provide pre-clearance profiling of these materials prior to commencement of the proposed grading plan. The proposed assessment activities included the following:  Install 27 geoprobe soil borings within the proposed area of the building structure along Green Street and within the areas of fill (cut) to be relocated elsewhere on site. The proposed locations and construction details for the proposed borings are presented on the attached figure.  Collected 34 soil samples to be analyzed at NC approved lab for VOCs ( EPA Method 8260). One soil sample will be collected from each boring completed to a depth of 10 feet. Two soil samples will be collected from each boring extending to depths of greater than 10 feet.  Collected 28 soil samples to be analyzed at NC approved lab for SVOCs (EPA Method 8270) and Total 8 RCRA Metals VOCs. One soil sample will be collected from each 27 borings to be installed. Samples indicating the greatest degree of potential impact or the closet sample interval to ground surface will be selected for the additional testing.  A total of 5 of the proposed boring locations will be advanced to the depth of groundwater to collect water samples for laboratory testing for VOCs ( EPA Method 8260), SVOCs (EPA Method 8270) and Total 8 RCRA Metals.  Prepare a report detailing the results of proposed environmental assessment activities. Recommendations will be made concerning how the results may affect the proposed Environmental Management Plan. If you have any questions or require additional information, please contact Piedmont Industrial Services at (336) 722-6505. Best Regards, Piedmont Industrial Services, Inc. Tom Lennon, P.G. Project Geologist 2 1 410 2 7 2 0 2 2 1 8 7 3 6 1 0 3 9 7 9 7 2 3 1 9 1 0 16-045 STIMMEL ASSOCIATES, P.A. SHEET NO.: SCALE: JOB. NO: SHEET TITLE: DATE: DRAWN: REVISIONS: CLIENT: WE S T E N D S T A T I O N WI N S T O N - S A L E M , N O R T H C A R O L I N A PROJECT: SEALS: DPJ RESIDENTIAL ACQUISITIONS, LLC ATTN: PORTER JONES 1539 TIPPAH PARK COURT CHARLOTTE, NC 28205 (980) 226-6831 North CUT / FILL EXHIBIT EN-1 1"=30' DKJ 12/13/16 North Appendix H Contingency Plan for Unknown Conditions Back to Table of Contents Appendix H: Contingency Plan for Unknown Conditions In the event redevelopment activities reveal unknown environmental conditions such as USTs, drums, fuel lines, landfills, or waste materials are the following contingency plan has been developed. 1. Soil excavated as part of site grading and/or utility work may be placed back in the same excavation or elsewhere at the site. In the event that previously unknown contamination is suspected in this soil, it will be managed as described below. 2. During soil movement at the site, the workers or contractors will observe soils for changes that make the soil unlike surrounding material. Evidence of potential environmental impacts could include a change in color, change in odor, or observance of filled or previously disposed material (i.e. scrap metal, buried metal slag, chemicals, drums, etc). Should any of the above be noted during site work, the contractor will contact the project environmental consultant to observe the suspect condition. If the project environmental consultant 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 one business day to advise that person of the condition. 3. During initial earth moving work, the environmental consultant will visit the site on a daily basis to screen soil for potential odors, staining or elevated organic vapor analyzer readings. If impacted soil is suspected, the procedures noted below will be followed. 4. If impacted soil is encountered during grading and/or installation or removal of utilities, excavation will proceed only as far as needed to allow grading and/or construction of the utility to continue and/or only as far as needed. 5. Potentially impacted soil excavated during grading and/or utility line installation or removal may be stockpiled and covered in a secure area to allow construction to progress. Potentially impacted soil will be underlain by and covered with approximate 10-mil plastic sheeting. At least one representative sample of the soil will be collected for analysis of VOCs and SVOCs. If the results of analysis of the sample indicated that the soil could potentially exceed toxicity characteristic hazardous waste criteria, then the soil will also be analyzed by the Toxicity Characteristic Leaching Procedure (TCLP), as appropriate. 6. Impacted soil will be handled in the manner described below based upon the laboratory analyses: i. If no soil impacts are detected in a composite sample (other than which are attributable to sampling or laboratory artifacts), then the soil will be deemed suitable for use as on-site fill. ii. If soil impacts are found which do not exceed the DEQ IHSB Residential PSRGs (other than which are attributable to sampling or laboratory artifacts) and the soil is not hazardous waste, then the soil may be used on-site as fill without conditions. iii. If soil impacts are found which exceed the DEQ IHSB Residential PSRGs and the soil is not hazardous waste, then the soil, with DEQ’s written approval, may be used on- site as fill below a clean cover as defined in this EMP and its location will be provided to DEQ in an updated survey plat. iv. Impacted soil may be transported to a permitted facility such as a Subtitle D landfill provided that the soil is accepted at the disposal facility. In the unlikely event that the sample data indicated soil is hazardous waste, then the soil may need to be transported off-site to a permitted disposal facility that can accept or treat hazardous waste. In either case, acceptance documentation and manifests will be provided to DEQ. Sampling data for potentially impacted soil and for the disposition of impacted soil will be provided to DEQ when the data becomes available. No off-site use of impacted soil will occur without prior written DEQ approval. 7. 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 appropriate, the bottom may be penetrated before backfilling 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 and TCLP SVOCs and disposed off-site at a permitted facility or the waste will be managed onsite in accordance with the EMP, 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. 8. If buried piping is encountered and must be removed to allow installation to proceed, the contractor will inspect the pipe for fluids, collect the fluids where appropriate, and look for signs of a release using field methods. The collected fluids will be sampled for to determine appropriate disposition of the fluid. 9. If impacted surface water run-off or groundwater gathers in an open excavation, the accumulated run-off will be allowed to evaporate, or sampled and discharged to surface water provided it does not contain compound concentrations above DEQ surface water quality criteria, or tested and disposed off-site at a permitted facility. Alternative, such water may be used for dust control. 10. In the event that soil within an excavation cannot be dried adequately for construction purposes using the methods described above, the soil may be amended with clean soil, aggregate, drying agents, and/or stabilizing agents to achieve the desired geotechnical qualities. Amendment may be conducted inside or outside the excavation and the material replaced into the excavation. If an amendment is used, the type of amendment will be provided to DEQ for approval prior to its use.