WHITE BOX BUILD-OUT SUITE 33-B

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1 GENERAL NOTES PROJECT INFORMATION WHITE BOX BUILD-OUT DRAWING LOG 1. Construction shall conform to the requirements of all governing federal, state, and local codes. In addition to complying with current enforced ANSI guidelines, this project must also comply with the Americans with Disabilities Act (ADA). 2. All materials, hardware and fixtures will be U.L. listed. 3. The drawings illustrate general workscope requirements and do not elaborate on installation techniques. All work performed shall meet or exceed industry standards, be performed in accordance with manufacturer's recommendations, and shall conform to all provisions of state, county and city codes, building laws, ordinance rules and regulations. 4. Contractor shall obtain and pay for building permits. 5. Coordinate exact locations of conduit, ductwork, mechanical and electrical devices, and light fixtures with the Architect in the field. 6. All dimensions shown on the drawings shall be considered critical. It shall be the responsibility of the contractor to notify the Architect of any deviation in the placement of work prior to installation. 7. Drawings are furnished to show design intent for construction only and do not show every condition or aspect of construction. Contractor to inform the architect of any discrepancies prior to proceeding with any work. Do not scale drawings. Dimensions govern. 8. Contractor to remove existing soils to allow for new construction. See Civil Drawings. 9. Debris resulting from the construction shall be removed entirely from the construction site on a daily basis to a waste area provided by the contractor. 10. All work shall be done in a workmanlike manner and in accordance with accepted construction standards. All walls, ceilings, and other assemblies to be plumb, true, and square, unless otherwise noted. 11. Mechanical, electrical and plumbing scope, fixtures and locations will generally be noted on the drawings. The contractor is responsible for providing permit drawings and obtaining all MEP permits. 12. Double studs construction to be used at all cased and door openings. 13. Outlets and utilities indicated on plan are minimum requirements. Additional telephones or outlets may be required by code. General Contractor to verify all locations in field. 14. All floor and wall penetrations in rated assemblies shall be sealed with approved, current firestop assemblies appropriate for the rated wall assembly. 15. Contractor is responsible for soil testing. Contractor is responsible for any required testing of material and assemblies installed by contractor. 16. All assemblies, material to meet current Georgia Energy Code requirements. 17. Interior finishes, materials, and furnishings shall comply with and meet the smoke and fire rating requirements of all state and local codes. In particular, all interior finishes shall meet requirements set forth in the international building code. 18. Final clean-up of building and site shall be the responsibility of the general contractor. Building and site shall be turned over in a clean and new condition. 19. N/A 20. Provide portable fire extinguishers in accordance with NFPA All lumber in contact with concrete slabs, exterior masonry walls, or in conjunction with concrete slabs, exterior masonry walls, or in conjunction with gravel stops or roofing shall be preservative treated in accord with AWPA C1-77 and AWPI LP-22, CCA, Type A, non-leaching type preservative. 22. The design of this project to the best of our professional knowledge, information and belief complies with applicable provisions of the Americans with Disabilities Act (ADA), ANSI standard A , and the Georgia accessibility code requirements as they apply to this project. Because the requirements of the ADA are subject to various and possibly contradictory interpretations, we cannot and do not guarantee that this project will comply with interpretations of ADA requirements as they apply to this project. 23. The contractor shall provide a warranty for correction of the work of this project for the period of one year after substantial completion or as otherwise stipulated in the contract documents. 24. The architect is not responsible for changes made or authorized by the owner, owner's representatives, tenants, contractor or others without written consent by the architect or consultant. 25. The contractor shall be responsible for coordination of structural, mechanical, electrical, and plumbing work with the architectural drawings. All discrepancies in the documents shall be reported to the architect for resolution of any conflicts with any design elements before the work is done. 26. The contractor shall field verify construction tolerances and take field measurements of any existing conditions related to the work of this project. Conditions encountered at the site materially different from those indicated in the contract document shall be promptly reported to the architect or owner's representative before the conditions are disturbed. 27. The contractor shall be responsible for all cutting, patching and fitting necessary to achieve the scope of the work. 28 Existing utilities or other mechanical, electrical, or plumbing equipment requiring removal, capping, termination, and/or relocation shall be included in the overall scope and performance of the project by the contractor. 29. All substrate surfaces are to be prepared to receive finish materials per manufacturer's product literature and written instructions for installation, or application. Fill voids in round columns prior to applying finish materials. 30. The contractor shall verify that no conflicts exist in locations of any and all mechanical, telephone/data, electrical, lighting and plumbing equipment (to include all piping, ductwork, and conduit) and that all required clearance for installation or maintenance or above equipment is provided. 31. The contractor shall provide and install equipment and appliances specified unless otherwise noted. The contractor shall verify all plumbing and electrical requirements related to equipment and appliances in the scope of work. SHELL BUILDING PERMIT INFORMATION FOR REFERENCE: PROJECT NAME: GEORGIA AVENUE REDEVELOPMENT - LOT 19 LOCATION: 33 GEORGIA AVE PERMIT NUMBER: BB PROJECT DESCRIPTION: IS A WARM, WHITE-BOX BUILD-OUT FOR FUTURE OFFICE TENANT IN AN EXISTING BUILDING. -MECHANICAL = RTU PLACEMENT AND MAIN DUCT ROUTING -ELECTRICAL = STUMBLE LIGHTING -PLUMBING = FULL BATHROOM BUILD-OUT -FIRE SUPPRESSION = RISER AND ROUTING CODE INFORMATION OCCUPANCY: IBC: MIXED USE, NON-SEPARATED OCCUPANCY (508.3) ASSEMBLY (A-2), RESTAURANT + BUSINESS (B) + MERCANTILE (M) CLASS C PER (3), RETAIL NFPA: MIXED OCCUPANCY, NON-SEPARATED FIRST FLOOR: NEW ASSEMBLY (CH 12) SECOND FLOOR: NEW BUSINESS (CH 38) CONSTRUCTION TYPE: IBC: TYPE VB, SPRINKLERED NFPA:TYPE V(000) OCCUPANCY SEPARATION: 1 HOUR TENANT SEPARATION PER CITY OF ATLANTA MUNICODE NOT REQUIRED PER IBC OR NFPA 1 HOUR WALLS & CEILINGS WERE INSTALLED DURING BASE-BUILDING SHELL CONSTRUCTION. BUILD-OUT AREA: FIRST FLOOR + STAIRS = 445 SF SECOND FLOOR = 3,300 SF OCCUPANT LOAD: BUSINESS = 3,300 SF / 100 = 33 OCCUPANTS MAX NUMBER OF EXITS: EXIT REQUIRED = 2 EXIT PROVIDED = 2 COMMON PATH OF TRAVEL: 100' MAX, = 0' MAXIMUM TRAVEL DISTANCE TO EXIT: 300' MAX, = 110' MAXIMUM DEAD END CORRIDOR LENGTH: 50' MAX, = n/a EGRESS WIDTH PER PERSON HORIZONTAL.2"/PERSON = 6.6" STAIRS.3"/PERSON = 9.9" MIN. CORRIDOR WIDTH (7.3.4) 3'0" (2'-8" FOR EXISTING) MIN. CLEAR OPENING ( ) 2'8" MIN. STAIR WIDTH ( ) 3'8" (36" IF OCCUPANT LOAD OF ALL STORIES SERVED BY STAIR IS <50) PLUMBING: 33 OCCUPANTS / 2 = 17 (1 TOILET PER 25 OCC) = 2 WC'S REQUIRED, 2 PROVIDED CITY OF ATLANTA CONSTRUCTION CODES 1. INTERNATIONAL BUILDING CODE: 2012 EDITION, WITH GEORGIA AMENDMENTS (2014) (2015) (2017) (2018) 2. INTERNATIONAL FIRE CODE: 2012 EDITION, WITH GEORGIA AMENDMENTS (2014) 3. INTERNATIONAL PLUMBING CODE: 2012 EDITION, WITH GEORGIA AMENDMENTS (2014) (2015) 4. INTERNATIONAL MECHANICAL CODE: 2012 EDITION, WITH GEORGIA AMENDMENTS (2015) 5. INTERNATIONAL FUEL GAS CODE: 2012 EDITION, WITH GEORGIA AMENDMENTS (2014) (2015) 6. NATIONAL ELECTRICAL CODE: 2017 EDITION, WITH NO GEORGIA AMENDMENTS 7. INTERNATIONAL ENERGY CODE: 2009 EDITION, WITH GEORGIA SUPPLEMENTS & AMENDMENTS (2011) (2012) NFPA 101: LIFE SAFETY CODE, WITH STATE AMENDMENTS (2013) 9. ACCESSIBILITY CODE: 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN - GA A PROJECT ADDRESS: 33 GEORGIA AVE SE, SHT# DESCRIPTION ARCHITECTURAL 33-B A-0.0 TITLE SHEET X 33-B A-0.1 SITE PLAN X 33-B A-2.0 BUILDING PLANS X 33-B A-2.1 FLOOR PLANS X 33-B A-2.2 ENLARGED FLOOR PLANS X ELECTRICAL 33-B E-0.1 ELECTRICAL LEGENDS & SPECIFICATIONS X 33-B E-1.1 ELECTRICAL FLOOR PLANS X 33-B E-1.2 ELECTRICAL ROOF PLAN X MECHANICAL 33-B M-0.1 MECHANICAL NOTES & DETAILS X 33-B M-1.1 MECHANICAL FLOOR PLAN X 33-B M-2.1 MECHANICAL SPECS X 33-B M-2.2 MECHANICAL SPECS X PLUMBING 33-B P-0.1 PLUMBING SCHEDULES X 33-B P-0.2 PLUMBING DETAILS X 33-B P-2.1 PLUMBING PLANS FIRST FLOOR X 33-B P-2.2 PLUMBING PLANS SECOND FLOOR X 33-B P-4.1 PLUMBING SPECIFICATIONS X STRUCTURAL 33-B S-1 ENGINEER'S LETTER X 33-B S-2 LOCATION OF NEW RTU X 33-B S-3 TRUSS MODIFICATION DETAIL X STRUCTURAL ENGINEER: STABILITY ENGINEERING 1376 CHURCH ST DECATUR, GA CONTACT: JAMES BREEDEN PHONE: ext jbreeden@stabilityengineering.com MEP ENGINEER: SUBSCRIPTION ENGINEERING ATLANTA, GA CONTACT: YANCEY JUSTICE PHONE: yjustice@subscriptionengineering.com CONTRACTOR: TBD PERMIT SET PROJECT DIRECTORY OWNER: CARTER USA 1440 DUTCH VALLEY SUITE 1200 ATLANTA, GA CONTACT: TOMMY WEBB PHONE: twebb@carterusa.com ARCHITECT:, LLC 368 MORELAND AVE NE, SUITE 240 ATLANTA, GA CONTACT: LAURA DANIEL PHONE: laura@revivearchitecture.com WHITE BOX BUILD-OUT PERMIT SET TITLE SHEET 33-B A-0.0

2 WHITE BOX BUILD-OUT SECOND FLOOR = 3,300 SF SUITE 39-B SECOND FLOOR = 1,400 SF PERMIT SET SITE PLAN 33-B A-0.1

3 33-A NOT IN SCOPE 33-B GEORGIA AVENUE WHITE BOX BUILD-OUT 1 BUILDING 33 - FIRST FLOOR PLAN 1/8" = 1'-0" 33-B A BUILDING 33 - SECOND FLOOR PLAN 1/8" = 1'-0" 33-B A PERMIT SET BUILDING PLANS 33-B A-2.0

4 LIGHT FIXTURE SCHEDULE - 33-B Type Mark Type Comments Count 4' LINEAR LED 1 8' LINEAR LED 8 BATHROOM RECESSED CAN / EXHAUST FAN COMBO 2 BATHROOM WALL SCONCE 2 EMERGENCY LIGHT WITH BATTERY BACK-UP 4 EXIT SIGN WITH BATTERY BACK-UP 2 EXIT SIGN - DIRECTIONAL WITH BATTERY BACK-UP 2 DOOR SCHEDULE 33-B MARK WIDTH HEIGHT DOOR TYPE FRAME TYPE HEAD TYPE JAMB TYPE SILL TYPE COUNT A 3' - 0" 7' - 0" D1 F1 H1 J1 S1 3 PARTITION TYPE LEGEND - 33-B EXISTING WALL P-1 3 5/8" METAL STUD WITH 5/8" GYP BD BOTH SIDES. WALL HEIGHT TO BOTTOM OF JOIST 6" METAL STUD WITH 5/8" GYP BD BOTH SIDES. WALL HEIGHT TO BOTTOM OF JOIST 10' - 0" 13' - 4" 14' - 0" 14' - 0" 14' - 0" 10' - 0" EQ BOTTOM OF LIGHT FIXTURE = 9'-6" BOTTOM OF JOIST = 10'-0" 2 SECOND FLOOR - REFLECTED CEILING PLAN 3/16" = 1'-0" 33-B A-2.1 EXISTING ROOF ACCESS HATCH EQ GWB Ceiling with Framing 9' - 0" A.F.F. BATHROOM WALL SCONCE CENTER CAN IN ROOM BATHROOM WALL SCONCE GWB Ceiling with Framing 9' - 0" A.F.F. NO CEILING IN UTILITY CLOSET 8' - 0" EQ EQ 8' - 0" WOOD STUD 42" HIGH TO SERVE AS GUARDRAIL 1 SECOND FLOOR PLAN 3/16" = 1'-0" 33-B A-2.1 WOOD STAIR WOOD 36" HIGH, TYP MAX TRAVEL DISTANCE = 110'-0" RELOCATE ELECTRIC PANEL TO CLOSET N FUTURE CHASE DN WOOD STUD 42" HIGH TO SERVE AS GUARDRAIL WOOD STAIR WOOD 36" HIGH, TYP A FE 33-B DN A A UTILITY CLOSET 1 33-B A-2.2 P-2 3 FIRST FLOOR PLAN 1/8" = 1'-0" 33-B A ALL GYPSUM BOARD AT BATHROOM AREA AND KITCHEN SINK AREA TO BE WATER RESISTANT. PROVIDE MOISTURE & MOLD RESISTANT GYPSUM AT ALL TILED WALLS NOT IN A SHOWER. PROVIDE CEMENT BOARD AT SHOWER LOCATIONS. 2. PROVIDE BLOCKING AT ALL BATHROOM ACCESSORIES, WALL CABINETS, AND SHELVING. 3. PROVIDE SOUND BATT INSULATION IN ALL STUD WALLS AND ABOVE BATHROOM CEILINGS. 4. PROVIDE R-13 BATT INSULATION IN ALL EXTERIOR STUD WALLS. DO NOT PROVIDE GYP BOARD. 5. DO NOT PROVIDE WALL BASE ON EXTERIOR SIDE OF WALL. UP WHITE BOX BUILD-OUT FLOOR PLANS PERMIT SET 33-B A-2.1

5 PUBLIC TOILETS ACCESSORIES SCHEDULE TO BOTTOM OF EXPOSED GLASS SURFACE FINISH FLOOR LINE 40" MAX 2'-10" MAX PROTECT ALL HOT WATER & DRAIN PIPES AGAINST CONTACT 4' - 0" MAX MT HT IN ADA STALL PARTITION TYPE LEGEND - 33-B P-1 P-2 EXISTING WALL 3 5/8" METAL STUD WITH 5/8" GYP BD BOTH SIDES. WALL HEIGHT TO BOTTOM OF JOIST 6" METAL STUD WITH 5/8" GYP BD BOTH SIDES. WALL HEIGHT TO BOTTOM OF JOIST DOOR SCHEDULE 33-B MARK WIDTH HEIGHT DOOR TYPE FRAME TYPE HEAD TYPE JAMB TYPE SILL TYPE COUNT A 3' - 0" 7' - 0" D1 F1 H1 J1 S1 3 M MIRROR HK L WALL MOUNTED LAVATORY 54" MIN WALL/DOOR MOUNTED HOOK 36" MIN 1. ALL GYPSUM BOARD AT BATHROOM AREA AND KITCHEN SINK AREA TO BE WATER RESISTANT. PROVIDE MOISTURE & MOLD RESISTANT GYPSUM AT ALL TILED WALLS NOT IN A SHOWER. PROVIDE CEMENT BOARD AT SHOWER LOCATIONS. 2. PROVIDE BLOCKING AT ALL BATHROOM ACCESSORIES, WALL CABINETS, AND SHELVING. 3. PROVIDE SOUND BATT INSULATION IN ALL STUD WALLS AND ABOVE BATHROOM CEILINGS. P-1 SN TP 3 5/8" FINISH FLOOR LINE 17" 17"- 19" TOP OF RAIL 33" - 36" 12" MAX 42" MIN 12" MIN24" MIN WC G1 G2 TP 48" MAX 12" MIN 7"-9" 15" MIN 48" MAX SN 4. PROVIDE R-13 BATT INSULATION IN ALL EXTERIOR STUD WALLS. DO NOT PROVIDE GYP BOARD. 5. DO NOT PROVIDE WALL BASE ON EXTERIOR SIDE OF WALL. P-2 G2 WC G1 7' - 3 3/4" FLOOR MOUNTED TOILET - REF PLUMB. 42" GRAB BAR 36" GRAB BAR SURFACE MTD TOILET PAPER DISPENSER SANITARY NAPKIN DISPOSAL INTERIOR DOORS 1X4 FLAT STOCK TRIM M JL INDUSTRIES MODEL # 1027 S21 ALUMINUM SATIN FINISH OBJECT PROTRUSION LIMITS L 4' - 0" 2' - 6" 4' - 7 1/2" 4" MAX 27" MIN 80" MAX 2 WOOD DOOR F1 P-1 A HK 3 5/8" REQ'D HC LAVATORY, URINAL & DRINKING FOUNTAIN CLEARANCE (PLAN VIEW) FE SEMI RECESSED F.E. CABINET METAL STUD FRAMING SEALANT; TYP 6' - 7 1/4" DOOR H1 DOOR TILE GWB EXTERIOR METAL STUD FRAMING SEALANT; TYP 1x4 FLAT STOCK TRIM S3 INTERIOR 1/2" MAX DOOR J1 GWB 1X4 FLAT STOCK TRIM STRIKE PLATE SHALL EXTEND TO PROTECT CASING ADA COMPLIANT THRESHOLD AT FLOOR MATERIAL TRANSITION LOCATIONS ONLY EXISTING PLYWOOD SUBFLOOR P-2 P-1 P-1 HK A M L G2 WC G1 SN TP P-1 A UTILITY CLOSET 1 ENLARGED BATHROOMS 1/2" = 1'-0" 33-B A-2.2 5' - 0 5/8" 3 5/8" 7' - 3 3/4" 3 5/8" 27' - 5 7/8" WHITE BOX BUILD-OUT ENLARGED FLOOR PLANS PERMIT SET 33-B A-2.2

6 GENERAL NOTES: ELEC LEGENDS & SPECIFICATIONS 33-B E-0.1 Engineering, LLC

7 UP Engineering, LLC 2 ELECTRICAL FLOOR PLAN LVL 2 33-B E-1.1 NORTH 1 ELECTRICAL FLOOR PLAN LVL 1 33-B E-1.1 NORTH ELECTRICAL FLOOR PLANS 33-B E-1.1

8 FE Engineering, LLC LIGHTING NOTES: 1 ELECTRICAL ROOF PLAN 33-B E-1.2 NORTH ELECTRICAL ROOF PLAN 33-B E-1.2

9 Engineering, LLC 3 RTU ROOF CURB DETAIL 33-B M ROOFTOP UNIT 33-B M CONDENSATE DRAIN (CD) 33-B M-0.1 MECH NOTES & DETAILS 33-B M-0.1

10 Engineering, LLC 2 MECHANICAL ROOF PLAN 33-B M MECHANICAL FLOOR PLAN 33-B M-1.1 NORTH MECHANICAL FLOOR PLAN 33-B M-1.1

11 Engineering, LLC MECHANICAL SPECS 33-B M-2.1

12 ¾ MECHANICAL SPECS 33-B M-2.2 Engineering, LLC

13 PLUMBING GENERAL NOTES PLUMBING FIXTURE SCHEDULE 1/2" 1/2" 2" 1-1/2" WATER HAMMER ARRESTER SCHEDULE DRAIN & SPECIALTY SCHEDULE ABBREVIATIONS PLUMBING LEGEND Engineering, LLC WATER HEATER SCHEDULE PLUMBING RENOVATION NOTES PLUMBING SCHEDULES 33-B P-0.1

14 Engineering, LLC 2 Domestic Water Riser Diagram 33-B P Sanitary Waste & Vent Riser Diagram 33-B P-0.2 PLUMBING DETAILS 33-B P-0.2

15 8'-0" EQ EQ UP Engineering, LLC 1 LOWER LEVEL PLUMBING PLAN - WASTE & VENT 33-B P-2.1 NORTH UPPER LEVEL PLUMBING PLAN - WASTE & VENT 33-B P-2.1 NORTH PLUMBING PLANS FIRST FLOOR 2 33-B P-2.1

16 Engineering, LLC PLUMBING SPECIFICATIONS 33-B P-4.1

17 8'-0" EQ EQ M M UP Engineering, LLC 1 LOWER LEVEL PLUMBING PLAN - SUPPLY 33-B P-2.2 NORTH UPPER LEVEL PLUMBING PLAN - SUPPLY 33-B P-2.2 NORTH PLUMBING PLANS SECOND FLOOR 2 33-B P-2.2

March 15, 2019 Carter USA 1440 Dutch Valley Place NE Suite 1200 Atlanta, GA 30324 RE: Engineer s Letter for 33 Georgia Avenue SE, Atlanta, GA 30312 RTU Support Se#17043 To whom it may concern, At the

18 March 15, 2019 Carter USA 1440 Dutch Valley Place NE Suite 1200 Atlanta, GA RE: Engineer s Letter for 33 Georgia Avenue SE, Atlanta, GA RTU Support Se#17043 To whom it may concern, At the request of Carter USA, I provided a structural assessment of the roof structure at the aforementioned address to ensure adequacy to support two (2) new roof top units (RTU). The roof structure consists of manufactured wood trusses constructed of 2x6 top and bottom chords and 2x4 web members. The wood trusses span 47-6 between load bearing walls. I have analyzed the roof structure with a live load of 20 psf and a dead load of 15 psf. The analysis includes the additional specified maximum RTU weight of 750 lbs. To support the additional weight of the unit, the RTU platform must span between a minimum of eight (8) adjacent roof trusses. These roof trusses will also require modification as specified in the figures below. Based on my analysis, the additional weight of the new RTUs at the shown locations do not overstress the existing roof trusses given proper installation of the truss modifications shown in Figures 2 and will meet all requirements of the 2012 IBC. If you have any questions, or if I can be of any assistance, please call myself or the Stability Engineering office. Sincerely, Stability Engineering, Inc. James Breeden WARRANTY AND LIABILITY This report is based upon a visual observation of conditions as they existed at the time of the site visit only. Stability Engineering s investigation did not include a review of hidden or concealed conditions. Although an earnest effort has been made to discover and identify all visible defects, in the event of an oversight, Stability Engineering s maximum liability shall be limited to the fee paid for its services. Stability Engineering reserves the right to supplement or revise its opinions based upon changed conditions, further site visits by Stability Engineering or others, or new findings. Stability Engineering warrants that its services are performed, within the limits prescribed by the Client, with that level of care and skill ordinarily exercised by members of the same profession currently practicing in the same locality under similar conditions. No other warranties or representations are expressed or implied. This report and its conclusions are intended for the exclusive use of the Client and Stability Engineering shall have no liability arising out of their unauthorized use by others.

19 33 Georgia Avenue Se#17043 Atlanta, GA /15/2019 Figure 1: Location of new roof top units 2

33 Georgia Avenue Se#17043 Atlanta, GA 30312

20 33 Georgia Avenue Se#17043 Atlanta, GA /15/2019 Figure 2: Truss modification details 3

Tenant Fit-Out for PLCB / Waynesboro Mall

Tenant Fit-Out for PLCB / Waynesboro Mall Tenant Fit-Out for PLCB / CODE REVIEW: PROJECT DESCRIPTION TENANT BUILD OUT PROPOSED USE SALE OF BEVERAGE ALCOHOL / PLCB SPRINKLERED: YES ALLOWABLE BUILDING HEIGHT & AREA: GROUP M / TYPE VB ALLOWED 1 STORY