Walmart Georgia Ave Arch Drawings by Massa Multimedia Architecture

DRAWING INDEX

LIGHTING PLAN ENLARGED LIGHTING PLANS ENLARGED LIGHTING PLANS AND LIGHTING SCHEDULE NORTH PARKING GARAGE LIGHTING LIGHTING DETAILS AND SOUTH PARKING GARAGE LIGHTING POWER PLAN POWER DROP PLAN ENLARGED POWER PLANS ENLARGED POWER PLANS ENLARGED POWER PLANS PARKING GARAGE POWER PLANS AND DETAILS ELECTRICAL DETAILS, SYMBOLS, AND SCHEDULES ONE-LINE DIAGRAM, DETAILS AND SCHEDULES PANELBOARD SCHEDULES PANELBOARD SCHEDULES PANELBOARD SCHEDULES PANELBOARD SCHEDULES BUSWAY SCHEDULES FRONT REFRIG ELECTRICAL PLAN AND SCHEDULES REAR REFRIG ELECTRICAL PLAN AND DETAILS ENLARGED GROCERY LIGHTING PLANS ENLARGED GROCERY POWER PLANS AND SCHEDULES ELECTRONIC FIRE PROTECTION PLAN ELECTRONIC FIRE PROTECTION PARKING PLAN FIRE PROTECTION RISER, NOTES AND DETAILS FIRE PROTECTION NOTIFICATION RISER AND CALCULATIONS E1 E1.1 E1.2 E1.3 E1.4 E2 E2.1 E2.2 E2.3 E2.4 E2.5 E3 E4 E4.1 E4.2 E4.3 E4.4 E4.5 RE1 RE1.1 GE1 GE2 EFP1 EFP2 EFP3 EFP4 COVER SHEET GENERAL INFORMATION FIXTURE PLAN (NOT IN BID SET) RACK ANCHORAGE PLAN AND NOTES RACK ANCHORAGE DETAILS LIFE SAFETY PLAN (NOT IN BID SET) FAR CALC. AND CONSTRUCTION CLASSIFICATION PARKING GARAGE PLAN EV PARKING & CHARGING DETAILS SHEETING & SHORING FIRST FLOOR PLAN FINISH PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS ARCH ASSEMBLY-TYPE 1 ARCH ASSEMBLY-TYPE 2 & 3 ARCH ASSEMBLY-TYPE 4 VARIOUS ARCH ASSEMBLY& RECL. BRICK DETAILS SIGNAGE DRIVE ISLE RETAINING WALL ELEVS & DETAILS EXTERIOR DETAILS SITE SCREEN BUILDING SECTIONS EXTERIOR WALL SECTIONS EXTERIOR WALL SECTIONS EXTERIOR WALL SECTIONS EXTERIOR WALL SECTIONS EXTERIOR WALL SECTIONS EXTERIOR WALL SECTIONS SECTION TENANT 1 SECTION TENANT 2 SECTION TENANT 2 SECTION REST ROOM BUILDING SECTIONS SECTIONS ENTRY VESTIBULE BUILDING SECTIONS FIRE SITE UTILITY PLAN OVERALL FIRE SPRINKLER PLAN FIRE SPRINKLER PLAN SYSTEM 1 FIRE SPRINKLER PLAN SYSTEM 2 FIRE SPRINKLER PLAN SYSTEM 3 FIRE PROTECTION DETAILS FIRE PROTECTION DETAILS SKID MOUNTED FIRE PUMP OVERALL PARKING GARAGE FIRE SPRINKLER PLAN PARKING GARAGE FIRE SPRINKLER PLAN SYSTEM 1 PARKING GARAGE FIRE SPRINKLER PLAN SYSTEM 2 PARKING GARAGE FIRE SPRINKLER PLAN SYSTEM 3 PARKING GARAGE FIRE SPRINKLER PLAN SYSTEM 4 PARKING GARAGE FIRE SPRINKLER PLAN SYSTEM 5 FIRE RATED DETAILS ARCH. CONT. ARCHITECTURAL GENERAL STRUCTURAL MECHANICAL ELECTRICAL C1 N1 FX1 FXS1 FXS2 LS1 F1 AP1 AP1.1 AP2 A1 A1.1 A2 A2.1 A2.2 A2.3 A2.4 A2.5 A2.6 A2.7 A2.8 A2.9 A2.10 A2.11 A3 A3.1 A3.2 A3.3 A3.4 A3.5 A3.6 A3.7 A3.8 A3.9 A3.11 A3.12 A3.13 FP1 FP2 FP2.1 FP2.2 FP2.3 FP3 FP3.1 FP3.2 FP4 FP4.1 FP4.2 FP4.3 FP4.4 FP4.5 FR1

BUILDING SECTIONS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS ROOF PLAN GREEN ROOF & LOADING DOCK ASSEMBLY ENLARGED ROOF PLANS ENLARGED ROOF PLANS ROOF DETAILS ROOF & FLASHING DETAILS LOADING DOCK SCREEN WALL ELEVATIONS SCREEN WALLS & GREEN ROOF DETAILS MIS. EXTERIOR DETAILS CANOPY DETAILS RECLAIMED TRUSS ROOF ROOF & SKYLIGHT DETAILS ENLARGED PLANS AND ELEVATION ENLARGED VESTIBULE PLAN ENLARGED PLANS AND ELEVATIONS FIRST FLOOR ENLARGED PLANS AND ELEVATIONS MEZZANINE ENLARGED PLANS AND ELEVATIONS ENLARGED WINDOW PLANS REFLECTED CEILING PLAN TOILET PLANS AND ELEVATIONS TOILET DETAILS AND ELEVATIONS PARTITION TYPES AND DETAILS U.L. DESIGN DETAILS U.L. DESIGN DETAILS INTERIOR WALL SECTIONS INTERIOR WALL SECTIONS INTERIOR WALL SECTIONS ROOM FINISH SCHEDULE DOOR SCHEDULE DOOR DETAILS WINDOW DETAILS WINDOW DETAILS INTERIOR DETAILS BREAK ROOM MILLWORK DETAILS CUSTOMER SERVICE MILLWORK AND DETAILS A3.14 A3.19 A3.20 A3.21 A4 A4.1 A4.2 A4.3 A4.4 A4.5 A4.6 A4.7 A4.8 A4.10 A4.11 A4.12 A5 A5.1 A5.2 A5.3 A5.4 A5.5 A5.6 A5.10 A5.11 A6 A6.1 A6.2 A6.3 A6.4 A6.5 A7 A8 A8.1 A8.2 A8.3 A9 A9.1 A9.2 PHARMACY PLAN AND DETAILS PHARMACY SECTIONS AND DETAILS PHARMACY SECTIONS AND DETAILS STAIR PLANS, ELEVATIONS, SECTIONS STAIR PLANS, ELEVATIONS, SECTIONS STAIR PLANS, ELEVATIONS, SECTIONS EXTERIOR STAIRS & RAMP PLANS & SECTIONS ELEVATOR PLANS, SECTIONS & DETAILS CAR LIFT PLANS, SECTIONS & DETAILS ESCALATOR PLANS, SECTIONS & DETAILS GENERAL VERTICAL TRANSPORTATION INFORMATION PLANS AND HOISTWAY SECTION ELEV. 1 2 WELLWAY PLANS AND SECTION ESCALATORS 1-2, CART CONVEYOR 1 PLANS AND HOISTWAY SECTION CARLIFT 1 PLANS AND HOISTWAY SECTION ELEVATOR 3 PH1 PH1.1 PH1.2 VC1 VC1.1 VC1.2 VC1.3 VC2 VC3 VC4 VC5 VC6 VC7 VC8 VC9 FIRE PROTECTION STRUCTURAL CONT. S1.2 S1.3 S1.4 S1.5 S2 S2.1 S2.2 S2.3 S2.4 S2.5 S2.6 S2.7 S2.8 S2.9 S2.10 S2.11 S3 S3.1 S3.2 S4 S4.1 S4.2 S4.3 S4.4 S5 S5.1 S5.2 S5.3 S6 S6.1 S6.2 S6.3 S6.4 S6.5 S6.6 S6.7 S6.8 S6.9 S7 EXTERIOR TRUCK SLAB FOUNDATION AND FRAMING PLANS FLOOR SLAB AND SHORING PLANS LOADING DOCK STAIR, RAMP AND PLATFORM PLAN CELLULAR BEAM LOADING PLAN AND SCHEDULE FOUNDATION DETAILS FOUNDATION DETAILS GARAGE VESTIBULE PLAN AND DETAILS FLOOR FRAMING DETAILS FLOOR FRAMING DETAILS EXTERIOR SLAB FRAMING DETAILS EXTERIOR SLAB FRAMING DETAILS FLOOR AND FOUNDATION WALL DETAILS VESTIBULE FOUNDATION DETAILS MISC FRAMING DETAILS MISC FRAMING DETAILS MISC FRAMING DETAILS ROOF FRAMING PLAN PARTIAL ROOF FRAMING PLANS REFRIG EQUIPMENT SUPPORT FRAMING PLAN AND DETAILS GENERAL SCHEDULES AND DIAGRAMS ROOF FRAMING SCHEDULES FLOOR FRAMING SCHEDULES AND DETAILS FRAMING ELEVATIONS FRAMING ELEVATIONS ROOF FRAMING DETAILS RECLAIMED TRUSS FRAMING DETAILS ROOF FRAMING DETAILS ROOF FRAMING DETAILS VESTIBULE FLOOR AND LOW ROOF FRAMING PLANS VESTIBULE ENTRY CANOPY ROOF & TRELLIS FRAMING PLANS TENANT ROOF FRAMING PLANS VESTIBULE ROOF FRAMING DETAILS VESTIBULE ROOF FRAMING DETAILS VESTIBULE ROOF FRAMING DETAILS TENANT ROOF FRAMING DETAILS TENANT ROOF FRAMING DETAILS TENANT CANOPY AND STEEL TRELLIS DETAILS VESTIBULE ENTRY CANOPY FRAMING DETAILS CART STORAGE & MEZZANINE ROOF FRAMING DETAILS S0 S1 S1.1 GENERAL STRUCTURAL INFORMATION AND DETAILS PARKING LEVEL FOUNDATION PLAN ELEVATED FLOOR FRAMING PLAN PARKING GARAGE PLUMBING PLAN AND RISER WALMART PLUMBING PLAN ENLARGED PLUMBING PLANS AND RISERS ENLARGED PLUMBING PLANS AND RISERS PLUMBING SCHEDULES GAS PIPE SIZING PARKING GARAGE HVAC PLAN WALMART HVAC PLAN ENLARGED HVAC PLANS MECHANICAL SCHEDULES AND DETAILS FRONT GROCERY DWV PLAN REAR GROCERY DWV PLAN GROCERY DWV RISER GROCERY WATER PLAN AND SCHEDULES GROCERY WATER RISER P1 P2 P3 P4 P5 P6 M1 M2 M3 M4 GP1 GP2 GP3 GP4 GP5 ENLARGED GROCERY FLOOR PLANS GROCERY UNDERSLAB PLAN AND DETAILS ENLARGED GROCERY FIXTURE PLANS GROCERY WALL FINISH AND COOLER-FREEZER PLANS GROCERY INTERIOR ELEVATIONS GROCERY WALL SECTIONS AND DETAILS GROCERY DETAILS GA1 GA1.1 GA2 GA3 GA3.1 GA4 GA5 GROCERY ARCHITECTURAL ARCH. CONT. PARKING STRIPING PLAN ENLAARGED ENTRY/EXIT PLAN AND DETAILS SIGN SCHEDULE AND DETAILS MOUNTING DETAILS AG-101 AG-601 AG-901 AG-903 MECHANICAL CONT. GROCERY HVAC PLAN AND DETAILS EXHAUST HOOD ENERGY MANAGEMENT PLAN ENERGY MANAGEMENT PLAN SEQUENCES OF OPERATION REFRIG ENERGY MANAGEMENT PLAN REFRIG ENERGY MANAGEMENT SCHEDULES REFRIG PLAN REFRIG SCHEDULES REFRIG DETAILS GM1 GM2 EM1 EM2 EM3 REM1 REM2 R1 R2 R3 STRUCTURAL CONT. S7.1 S7.2 S8 S8.1 S8.2 CART STORAGE & MEZZANINE ROOF FRAMING DETAILS VESTIBULE LOW ROOF FRAMING DETAILS MEZZANINE FRAMING PLAN MEZZANINE FRAMING DETAILS ELEVATOR SHAFT ROOF FRAMING PLANS & DETAILS SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: Mar 19, 201212:05pm USER jstampfl C:\Users\jstampfl\AppDataocal\Temp\AcPublish_3304\0010 C1 COVER SHEET5968.dwg 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: THIS DRAWING WAS PREPARED FOR USE Washington, DC (Georgia Ave) DATE ON 12/13/11 DIFFERENT PROJECT SITE OR AT A LATER REFERENCE OR EXAMPLE ON ANOTHER PROPERLY LICENSED ARCHITECTS AND DRAWING FOR REUSE ON ANOTHER CONTRARY TO THE LAW. 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICINGMECHANICAL/PLUMBING/ELECTRICAL/FIRE PROTECTION: HENDERSON ENGINEERS, INC. 8325 LENEXA DRIVE LENEXA, KANSAS 66214 CONTACT: AARON HILL PHONE: 913 742-5383 EMAIL: Aaron.Hill@hei-eng.com GROCERY ARCHITECTURAL: BRR ARCHITECTURE, INC 6700 ANTIOCH PLAZA, SUITE 300 MERRIAM, KANSAS 66204 CONTACT: ANGIE BILES PHONE: 913 262-9095 EMAIL: Angie.Biles@brrarch.com STRUCTURAL: JOHNSTON BURKHOLDER ASSOCIATES 930 CENTRAL KANSAS CITY, MISSOURI 64105 CONTACT: JOE FLANAGAN PHONE: 816 421-4200 EMAIL: flanagan@jbaengr.com COVER SHEET C1 02/14/12 REV #1 03/09/12 REV #2 PARKING CONSULTANTS WALKER PARKING CONSULTANTS 565 EAST SWEDESFORD ROAD SUITE 300 WAYNE, PA 19087 CONTACT: MICHAEL P. ALBERS, P.E. PHONE: 610 995-0260 EMAIL: Mike.Albers@walkerparking.com ARCHITECTURAL: MMA ARCHITECTS, PC ARCHITECT OF RECORD 3297 ROUTE 66 NEPTUNE, NJ 07753 CONTACT: DANIEL M. CONDATORE PHONE: 732 918-2300 EMAIL: dcondatore@mma-architects.com ELEVATOR CONSULTANT LERCH BATES 515 VALLEY STREET, SUITE 160 MAPLEWOOD, NJ 07040 CONTACT: DON ZENI PHONE: 973 763-3222 EMAIL: Donald.Zeni@lerchbates.com PROTO: DATE: STORE NO.: WASHINGTON, DC 5968-00 12/13/11 C-106M-NO-NO 2 1 2 1 2 2 2 2 2 2 BID SET. NOT FOR CONSTRUCTION.

OCCUPANCY LOAD CALCULATIONS

AREA AREA S.F.OCCUPANCY LOAD DOORS NUMBERS AND SIZES GM ISD 103 CART STORAGE 104 RETURN STORAGE 106 EDC-2 122 SITE TO STORE STORAGE 168 ANCILLARY ENTRY VESTIBULE 101 VESTIBULE 102 CUSTOMER SERVICE 105 CASH 107 COUNTING 108 AP OFFICE 119 ICE MACHINE ALCOVE 131 UPC/UPS 153 912 913 921 915 926 961 962 931 932 DELI UTILITY 971 DELI PREP 972 973 ALCOVE 163 ALCOVE 164 INVOICING 171 RECEIVING 178 BAKERY POULTRY COOLER MEAT UTILITY BAKERY FREEZER DRY PRODUCE PREP MEAT COOLER ICE CREAM FREEZER PRODUCE COOLER DAIRY COOLER GROCERY FEEZER 982MECHANICAL 993HALLWAY REQUIRED EGRESS WIDTH = (OCCUPANCY LOAD) (EGRESS WIDTH FACTOR) EGRESS WIDTH FACTOR @ DOORS 0.15 INCHES OCCUPANCY LOAD (SQUARE FOOTAGE) (OCCUPANCY LOAD FACTOR) OCCUPANCY LOAD FACTOR = REFER TO OCCUPANCY LOAD FACTOR TABLE OCCUPANCY LOAD CALCULATIONS: REQUIRED EGRESS WIDTH CALCULATIONS: 001PARKING 002VESTIBULE 003ELEVATOR MECHANICAL 004ESCALATOR MECHANICAL FUTURE TENANTS TOTAL AREA: TENANT 1 TOTAL OCCUPANTS: 8 800FUTURE TENANT 1 810FUTURE TENANT 2 762 1645 PHARMACY 300 552 71 801 105 109 1707 56 301 1842 751 144 111 109 37 175 134 117 175 11225 303 79 54 205 108 126 478 459 412 276 611 842 156 PUMP ROOM 159 STORE MANAGER'S OFFICE 113 176 BREAK ROOM 151 538 PERSONNEL 173 176 TRAINING 172 311 HALLWAY 161 1039 605 471 161 460 134194 MEZZANINE ELEVATOR MECHANICAL RM 160 66 HALLWAY 180 68 1/ 300 1/ 300 = 3 1/ 300 = 1 1/ 300 1/ 300 = 1/ 300 1/ 30 = 11 1/ 30 62 1/ 100 = 8 1 100 = 2 100 = 2 100 = 2 1 30 1/ 100 1 30 5 1/ 30 = 6 1/ 300 38 1/100 & 1/300 1/ 200 = 2 1/ 200 = 1 1/ 300 = 1 1/ 200 = 1 1/ 300 = 1 1/ 300 1/ 300 1/ 300 1/ 300 1/ 300 1/ 300 1/ 300 1/ 300 1/ 300 1/ 100 1/ 15 NET 36 1/ 60 = 18 1/ 20 NET 16 1/ 100 1/ 60 = AD OFFICE 175 176 1/ 100 = 2 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 .15 1/30 = 16 300 = 1 .20 .15 .15 .15 .15 134.2" 8 17 .15 .15 1" .45 5" .15 1" .15 1" .90 1" .15 1" 15 2" 9.30 10" 1.20 2" 1.65 1" .30 1" .30 1" .30 1" .30 1" .30 1" .60 1" .75 .90 1" )( 5.70 6" .90 .30 .15 .15" 15" 15" 15" 30" 30" 30" 15" 45" .45" 15" 15" 30" 30" 5.40" 3 2.70" 3 2.40" 3 30" 30" 2. 40" 15" 30" 45" 1. 20" (32 MIN) TENANT 2 TOTAL OCCUPANTS: 25 EGRESS THRU 101 C/ 101D 800A =3'-0" HINGED A01A, B01A, C01A =3'-4" HINGED 159A = 3'-0" HINGED 004A = 3'-0" HINGED 003A = 3'-0" HINGED 002A 12'-0" SLIDER-STAIR 1 30 168" 136" 33" 33" 33" 33" 33" 810A 3'-0" HINGED 762 2407 MEZZANINE TOTAL OCCUPANTS: 79 EGRESS THRU 101C/ 101D EGRESS THRU 101C/ 101D EGRESS THRU 101C/ 101D EGRESS THRU 933A 66" EGRESS THRU RECEIVNG EGRESS THRU SALES EGRESS THRU 178 EGRESS THRU SALES EGRESS THRU RECEIVNG 33" EGRESS THRU SALES EGRESS THRU HALLWAY EGRESS THRU HALLWAY EGRESS THRU HALLWAY EGRESS THRU HALLWAY EGRESS THRU RECEIVNG EGRESS THRU RECEIVNG EGRESS THRU RECEIVNG EGRESS THRU RECEIVNG EGRESS THRU STAIR A EGRESS THRU STAIR E EGRESS THRU STAIR A EGRESS THRU STAIR E & STAIR A EGRESS THRU STAIR E EGRESS THRU STAIR E EGRESS THRU STAIR E EGRESS THRU STAIR E EGRESS THRU SALES 1/ 200 671 300 = 2 300 = 136" 136" 93" 93" 101C 12'-0" SLIDER 101D 12'-0" SLIDER 100B = PR 4-0" HINGED 100C = PR 4'-0" HINGED 993A =PR 3'-0" HINGED 66" MAIN SALES 75874 .15 379.5" STORAGE MECHANICAL FIRST FLOOR LOWER PARKING LEVEL EGRESS WIDTH FACTOR @ STAIRS 0.20 INCHES WIDTH PROVIDED @ DOORS AREA S.F.OCCUPANCY LOAD DOORS NUMBERS AND SIZES AREA WIDTH PROVIDED @ DOORS AREA S.F.OCCUPANCY LOAD DOORS NUMBERS AND SIZES AREA WIDTH PROVIDED @ DOORS AREA S.F.OCCUPANCY LOAD DOORS NUMBERS AND SIZES AREA WIDTH PROVIDED @ DOORS WIDTH PROVIDED @ STAIRS AREA S.F.OCCUPANCY LOAD DOORS NUMBERS AND SIZES AREA WIDTH PROVIDED @ DOORS AREA S.F.OCCUPANCY LOAD DOORS NUMBERS AND SIZES AREA WIDTH PROVIDED @ DOORS WIDTH FACTOR @ DOORS WIDTH FACTOR @ STAIRS RM# RM# RM# RM# RM# RM# WIDTH FACTOR @ DOORS WIDTH FACTOR @ DOORS WIDTH FACTOR @ DOORS WIDTH FACTOR @ DOORS WIDTH FACTOR @ DOORS WIDTH FACTOR @ STAIRS WIDTH FACTOR @ STAIRS WIDTH FACTOR @ STAIRS WIDTH FACTOR @ STAIRS STAIR A A03A 3'-8" HINGED 59" (STR) FIRST FLOOR TOTAL AREA 100,011 STAIR A STAIR B STAIR C A02A 3'-8" HINGED B02A 3'-8" HINGED C02A 3'-0" HINGED 59" (STR) 57" (STR) 48" (STR) STAIR E 60" (STR) TOTAL OCCUPANTS: 693 WIDTH PROVIDED @ STAIRS WIDTH PROVIDED @ STAIRS WIDTH PROVIDED @ STAIRS WIDTH PROVIDED @ STAIRS WIDTH FACTOR @ STAIRS WIDTH PROVIDED @ STAIRS TOTAL OCCUPANTS: 2740 1/30 2530 TOTAL AREA: 2,550 LOWER PARKING LEVEL TOTAL AREA: 136,960 SALES 100 REQUIRED WIDTH @ DOORS REQUIRED WIDTH @ STAIRS 60" 33" REQUIRED WIDTH @ STAIRS REQUIRED WIDTH @ STAIRS REQUIRED WIDTH @ STAIRS REQUIRED WIDTH @ STAIRS REQUIRED WIDTH @ STAIRS 36" 33" 36" 0.20 0.20 0.20 REQUIRED WIDTH @ DOORS REQUIRED WIDTH @ DOORS REQUIRED WIDTH @ DOORS REQUIRED WIDTH @ DOORS REQUIRED WIDTH @ DOORS TOTAL: 105"TOTAL: 164" TOTAL: 119" .20 .20 44" (STR) 44" (STR) TOTAL: 88" 1. 20" (32 MIN) 1/ 100= 1/ 100= TENANT 2 TOTAL OCCUPANTS: 17 1645 EGRESS THRU SALES EGRESS THRU SALES EGRESS THRU SALES EGRESS THRU SALES EGRESS THRU SALES EGRESS THRU SALES TOTAL: 403" TOTAL: 137.5" TOTAL: 93" TOTAL: 11.40" TOTAL: 66" TOTAL: 2.40" EGRESS THRU SALES EGRESS THRU SALES EGRESS THRU SALES EGRESS THRU SALES EGRESS THRU SALES TOTAL: 687" TOTAL: 409.5" 3 LIFE SAFETY PLAN - MEZZANINE 1"=10'-0" LS010-002-F 100' 125' MEZZANINE AREA GROSS:2758 SQ FT STAIR E" 60" .20 300 OCCUPANTS E FE FE FE A03 A STAIR A" 60" .20 300 OCCUPANTS DOOR EGRESS 33" .15 = 220 OCCUPANTS. 2 1 2 2 1 2 3 3 F:\All_Projects\097 Walmart\10-097S Washington (Georgia-Missouri), DC (5968-00)\001 MMA\Current Dwgs\CD's\0040 LS1 LIFE SAFETY PLAN (NOT BID SET) 5968.dwg, Model,

UP UP UP UP DN DN DN UP UP DN DN DN DN DN DN FLOOR AREA RATIO (FAR) NOTES FAR CALCULATIONS FIRST FLOOR LEVEL + MEZZANINE LEVEL 108,623 S.F TOTAL GROSS AREA 108,623 S.F PROPOSED LOT AREA= 4.34 ACRES OR 189,089 S.F FLOOR AREA RATIO REQUIRED= RETAIL 2.5 (C-3A) RESIDENTIAL-0.9(R-5-A) FLOOR AREA RATION PROPOSED= 108,623 GFA/189,089 S.F FAR= 0.57 FIRE RATING LEGEND HOUR FIRE RATED WALL HOUR FIRE RATED WALL HOUR FIRE RATED WALL FAR GROSS AREA INCLUDE LEGEND PROPOSED CONSTRUCTION CLASSIFICATION 3 HR C.M.U. AND QUIK BRICK: ............................................................. 2 HR C.M.U. and QUIK BRICK: ................................................................ 1,2, or 3 HR METAL STUDS PARTITIONS: ............................................ 1,2, or 3 HR CH STUDS PARTITIONS: ................................................... 3 HR STEEL COLUMN: ........................................................................... 3 HR COMPOSITE METAL DECK AND STEEL FLOOR SYSTEM: ...... 3 HR COMPOSITE META DECK AT CASTELLETED BEAMS: ............ 3 HR EXTERIOR CONCRETE WALLS: ................................................. 3 HR CONCRETE ROOF SLAB: ............................................................. 3 HR CONCRETE COLUMNS: ................................................................ U.L. Design No. U904 U.L. Design No. U905 U.L. Design No. U419 U.L. Design No. U415 U.L. Design No. X829 U.L. Design No. D859 U.L. Design No.N831 IBC 2006; Table 721.2.1.1 IBC 2006; Table 721.2.2.1 BC 2006; Table 721.2.4 NOTE: THE FIRE RESISTANCE RATING OF THE EXTERIOR WALL SHALL EXTEND A MINIMUM OF 4'-0" ON EACH SIDE OF THE INTERSECTIONS OF THE FIRE WALL TO EXTERIOR WALL AS PER SECTION 705.5.1 PARKING 001 HR RATED ENCLOSURE (U.L DESIGN No 905) PROPOSED CONSTRUCTION CLASSIFICATION FOR GRADE LEVEL RETAIL TYPE IIB A. STRUCTURAL FRAMING B. BEARINGS WALLS INTERIOR/EXTERIOR C. NON-BEARING WALLS INTERIOR D. NON-BEARING WALLS EXTERIOR E. FLOOR CONSTRUCTION (SUPPORT BEAMS AND JOIST) F. ROOF CONSTRUCTION (SUPPORT BEAMS AND JOIST) HR RATED ENCLOSURE (U.L DESIGN No 905) HR RATED ENCLOSURE (U.L DESIGN No 905) 3 HR RATED EXTERIOR WALL (TYPICAL)PER SECTION 509.2(U.L DESIGN No 904) 3 HR RATED EXTERIOR WALL (TYPICAL) PER SECTION 509.2(U.L DESIGN No 904) 3 HR RATED COMPOSITE METAL DECK AND STEEL FLOOR SYSTEM U.L. No D859) 3 HR CONCRETE COLUMNS 3 HR CONCRETE COLUMNS 3 HR RATED CONCRETE ROOF SLAB IBC 2006;TABLE 721.2.2.1 HR RATED EXTERIOR WALL (TYPICAL) PER SECTION 509.2(U.L DESIGN No 904) HR RATED EXTERIOR WALL (TYPICAL)PER SECTION 509.2(U.L DESIGN No 904) HR RATED ENCLOSURE (U.L DESIGN No 905) F.F ROOF 3 HR RATING 3 HR RATING 0 HR RATING TABLE 602 3 HR RATING (SECTION 509.2) 3 HR RATING LINE OF BUILDING WALL ABOVE 1 ROPOSED CONSTRUCTION CLASSIFICATION FOR GRADE LEVEL RETAIL TYPE IIB A. STRUCTURAL FRAMING 0 HR RATING B. BEARINGS WALLS INTERIOR/EXTERIOR HR RATING C. NON-BEARING WALLS INTERIOR 0 HR RATING D. NON-BEARING WALLS EXTERIOR TABLE 602 E. FLOOR CONSTRUCTION (SUPPORT BEAMS AND JOIST) HR RATING (SECTION 509.2) F. ROOF CONSTRUCTION (SUPPORT BEAMS AND JOIST) HR RATING HR RATED ENCLOSURE (U.L DESIGN No 905) 3 HR RATED EXTERIOR WALL PER SECTION 507.5 (U.L DESIGN No 904) HR RATED ENCLOSURE (U.L DESIGN No 905) 3 HR RATED EXTERIOR WALL PER SECTION 507.5(U.L DESIGN No 904) 3 HR RATED COMPOSITE METAL DECK AND STEEL FLOOR SYSTEM U.L. No D859 & N831) (TYPICAL TROUGHOUT FIRST FLOOR SLAB) HR RATED EXTERIOR WALL PER SECTION 507.5(U.L DESIGN No 904) 2 HR RATED ENCLOSURE (U.L DESIGN No 415) HR RATED ENCLOSURE (U.L DESIGN No 415) 78' 0" 11'4" 24' 4" 25' 4" 114' 4" 223' 0" 12' 1" 18' 8" 12' 5" 10' 0 1/4" 14'10" 15' 7" 22'10" 9' 5" 26' 9" 51' 5" HR RATED STAIR ENCLOSURE PER SECTION 507.5(U.L DESIGN No 904) HR RATED ENCLOSURE (U.L DESIGN No 905) 2 HR RATED ENCLOSURE (U.L DESIGN No 415) 2 2 HR RATED ENCLOSURE (U.L DESIGN No 415) 2 EXTEND 3HR RATED WALL 4' 0" BEYOND BUILDING CORNER EXTEND 3HR RATED WALL 4' 0" BEYOND BUILDING CORNER EXTEND 3HR RATED WALL 4' 0" BEYOND BUILDING CORNER EGRESS ON PEABODY STREET EGRESS ON PEABODY STREET EGRESS ON GEORGIA AVE. EGRESS ON GEORGIA AVE. EGRESS ON GEORGIA AVE. EGRESS ON MISSOURI AVE. ON GRASS AREA EGRESS TO PUBLIC ALLEY - G E O R G I A A V E N U EP E A B O D Y S T R E E TM I S S O U R I A V E N U EFIRST FLOOR LEVEL 105,865.0 SF -PUBLIC WAY2 2 1 2 HR RATED ENCLOSURE (U.L DESIGN No 905) 3 HR RATED EXTERIOR WALL PER SECTION 507.5(U.L DESIGN No 904) HR RATED EXTERIOR WALL PER SECTION 507.5(U.L DESIGN No 904) HR RATED ENCLOSURE (U.L DESIGN No 905) 78'0" 31' 0" 10' 0" THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 4/5/2012 8:49:04 AM C:\Revit Local Project Files\Walmart\10-097S Georgia Ave\5968_Washington(Georgia Ave),DC_A_V12_jws.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 F1 FAR CALC. AND CONSTRUCTION CLASSIFICATION 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 LOWER

1" = 30'-0" 1 PARKING LEVEL PLAN MEZANNINE FLOOR LEVEL 2,758.0 SF 1" = 30'-0" 2 FIRST FLOOR PLAN 1" = 30'-0" 3 MEZZANINE FLOOR PLAN 1 02/14/12REV #1 1 2 03/09/12REV #2 BID SET. NOT FOR CONSTRUCTION.

PARKING LEVEL 137,869.0 SF

UP UP UP UP 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 F.2 E.6 E.2 D.3 A.3 A.6 C C.5 C.5 D D D.5 D.5 E E.5 E.5 A.1 4.2 AA 2.3 2.6 2.8 3.1 3.4 3.6 3.9 278' 8" 114' 4" 25' 4" 114' 4" 80' 4" 2.1 5.6 159 A B.1 NORTH 14 14 15 15 F F F.6 G.4 G.4 H H J J 4.3 4.1 1.3 1.5 1.7 1.8 F.5 G.8 B D.6 C.8 C.3 C.3 C.2 B.8 3.5 4.6 4.7 A5 1 PARKING 001 2 A2.11 2 A2.11 A3.3 4 A3.2 3 A3.2 A3.2 A2.11 3 A2.11 9.2 8.9 C.6 B.2 C.4 7.8 7.1 0.8 0.8 A.5 7.2 VC1.1 1 VC1.1 5 613' 0" 11'4" 65'4" 18' 0" 9'0" 6' 0" 308' 4" 50' 4" 156' 8" 182' 8" 23' 0" 21' 0" 179' 4" 2 A3 3 A3.3 5.3 STAIR C PUMP RM. 159 STAIR B STAIR A PARKING VESTIBULE 002 G.3 8.1 8.8 9.3 H.1 2.5 A3.4 1 A3.5 3 A3.5 A3.4 1' 6" 15'6" 1'0" 7' 2" 21' 7" 5'9" 14'4" 19' 11" 20' 0" 5' 6" 14' 6" 8'6" 11' 6" 27' 0" 7' 6" 8' 11" 23'7" 12' 7" 7'5" 7' 5" 12'7" 13'9" 9" 2'3" 10' 0" 4" 14' 8" 7'0" 308' 4" 15' 8" 12'4" 77'4" 168' 0" 23' 8" 11'4" 1' 6" 60' 3" 61' 9" 61' 10" 61' 8" 33' 2" 91' 9" 47' 3" 2' 10 1/2" 6' 5 1/2" 13' 6 1/2" 6 1/2" 4' 7" 9' 7" 1/2" 19' 7 1/2" 30' 0" 30' 0" 30' 0" 30' 0" 14' 4" 174'0" 613' 0" 1' 6"17' 2"16' 0"16' 0" 1' 2" 9' 11" 5' 3 1/2" 16' 0"13' 11" 2' 1" 16' 0" 8' 5 1/2" 7' 6 1/2" 16' 0" 6' 1/2" 9' 1/2" 16' 0" 6' 1/2" 9' 8 1/2" 12' 1/2" 1' 4" 18' 2" 7' 10" 12' 0"15' 6" 47' 8" 61' 9" 5' 1" 11' 2"23' 10"7' 2"28' 0" 30' 0" 30' 0" 30' 0" 30' 0" 44' 4" 1' 6" 16' 6" 28' 9" 20'1" 16' 0" 29'5" 23' 0" 23'0" 23' 0" 23' 0" 17' 3" 4'10" 6' 8" 9" 16'6" 13' 1" 26'2" 159 3 A3.11 83' 3/4" 2.00% 2.00% 82' 5 1/2" 82' 10 1/2" 82' 10 3/8" 82' 3/8" 84' 0" 83' 11 1/8" 2.00% 2.00% 2.00% 2.00% 1 A3.4 84' 6" 83' 4 5/8" 83' 5 5/8" 86' 0" 86' 0" 79' 3" 2 A3.13 2.00% 2.00% 85' 6" 1 A3.3 A3.14 17' 4" MO 6' 0" 8' 8" 18'8" 32' 0" 001 A TOP OF DRAIN REF PLUMBING’ HIGH POINT HIGH POINT HIGH POINT 86' 0" START OF SLOPED SLAB START OF SLOPED SLAB START OF SLOPED SLAB 84' 5 1/4" 84' 5/8" 83' 4 1/8" 83' 10 1/4" 5.02 5.02 5.01 5.01 86' 0" AG-601 85' 6" 85' 6" 006 A BFP 006 ALIGN FACE OF CMU WALL WITH OUTSIDE FACE OF COLUMN ALIGN FACE OF CMU WALL WITH INSIDE FACE OF COLUMN RETAINING WALL REF. CIVIL 2' 0" MO 4' 0" 34' 8 1/4" F8 F8 F8 F8 TYP. 11' 0" MO 3' 4" 6'6 1/2" MO 39' 7" 3'10 1/2" RETAINING WALL REF. CIVIL 100' 0" 12' 8 7/8" 86' 0" 86' 0" 4% 2.00% 4% 3.65° SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE G G 30' 8" 2' 8" 28' 0" 2' 8" 28' 0" 2' 8" 28' 0" 2' 8" 28' 0" 2' 8" 28' 0" 2' 8" 28' 0" 2' 8" 28' 0" 2' 8" 30' 8" 28' 8" 2' 8" 28' 0" 2' 8" 28' 0" 2' 8" 21' 8" 1 6.65 6.42 CATCH BASIN REF. MEP AP1.1 3 53'8" 57'5 1/2" 57' 5 1/2" 55'1" 85' 2" 85' 5" 85' 0" 85' 0" 85' 8" 85' 8" 86' 0" 86' 0" 86' 0" 85' 8" 86' 0" 85' 8" 86' 0" TOP OF DRAIN REF PLUMBING’ TOP OF DRAIN REF PLUMBING’ TOP OF DRAIN REF PLUMBING’ 86' 0" CHARGING STATION CONTROL PANEL REF ELEC DWGS CHARGING STATION CONDUIT BELOW SLAB REF ELEC DWGS SLOPE SLOPE SLOPE SLOPE 86' 0" 86' 0" SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE 86' 0" 79' 2 1/4" 79' 3" 79' 3" 79' 1" 79' 3" 79' 3" 79' 6" 79' 3" 79' 7 3/8" 1 1 5.01 8.3 PARKING EQUIP N.I.C SHOWN FOR REFERENCE ONLY CHARGING STATIONS N.I.C. - SHOWN FOR REFERENCE ONLY 1.REFER TO PARKING CONSULTANT DRAWINGS FOR PARKING LAYOUTAND CONFIGURATION. SHEET NOTES 5.016" PIPE BOLLARD WITH WALMART BLUE PLASTIC SLEEVE (HEIGHT OF SLEEVE NOTED BESIDE KEYNOTE) 5.02PAINTED 6" PIPE BOLLARD KEYNOTES THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 4/2/2012 5:00:37 PM C:\Revit Local Project Files\Walmart\10-097S Georgia Ave\5968_Washington(Georgia Ave),DC_A_V12_jws.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 AP1 PARKING GARAGE PLAN 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1" = 20'-0" 1 PARKING LEVEL PLAN 1 03/09/12REV #2 1 BID SET. NOT FOR CONSTRUCTION.

6 7 5.6 H J 13' 2" 18' 0" 18' 0" 21' 4" 18' 0" 5.02 TYPICAL OF (10) EV PARKING ONLY SIGNAGE TYP EACH EV PARKING STALL CHARGING STATION CONDUIT BELOW SLAB REF ELEC DWGS CHARGING STATION CONTROL PANEL REF ELEC DWGS 1' 9"1' 9" 1'8" 1' 0" 3' 6" CHARGING STATION N.I.C. SHOWN FOR REFERENCE ONLY 5.02PAINTED 6" PIPE BOLLARD KEYNOTES CHARGING STATION CONTROL PANEL REF ELEC DWGS UNDERGROUND CHARGING STATION CONDUIT REF CHARGING STATION SPECS FOR POWER REQUIREMENTS EV PARKING ONLY SIGNAGE TYP @ EACH EV STALL CHARGING STATION N.I.C. - SHOWN FOR REFERENCE ONLY UNDERGROUND CHARGING STATION CONDUIT REF CHARGING STATION SPECS FOR POWER REQUIREMENTS 5.02 EV PARKING ONLY SIGN CHARGING STATION N.I.C. - SHOWN FOR REFERENCE ONLY THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 4/3/2012 2:11:01 PM C:\Revit Local Project Files\Walmart\10-097S Georgia Ave\5968_Washington(Georgia Ave),DC_A_V12_jws.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 AP1.1 EV PARKING & CHARGING DETAILS 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/4" = 1'-0" 3 CHARGING STATIONS @ WALL N.T.S. 1 ISOMETRIC - CHARGE POINT STATIONS N.T.S. 2 ISOMETRIC - ENLARGED CHARGE POINT STATIONS N.T.S. 6 CHARGING STN BASE PLATE N.T.S. 8 CHARGING STN FRONT PANEL N.T.S. 7 CHARGING STN INSTALL BODY N.T.S. 5 CHARGING STN POLE MTG 1 1 03/09/12REV #2 BID SET. NOT FOR CONSTRUCTION.

24" 3" 3" 6" 3" 6" Min. 1" STEPPED BRICK SHELF CORBEL SUPPORT, REF STRUCT DWGS CONC. FTG'S BELOW SLAB, REF STRUCT. END OF BRICK SHELF COULMNS, REF STRUCT. CONC.SLAB2% Sloped Parking Slab TRANSITION: START POINT SLOPED SLAB 4" RAISED CURB AT T.O. WALL, REF PLAN FOR EXTENTS T.O.SLAB 83' 1 3/4" T.O.SLAB 81' 11 1/4" T.O.SLAB 80' 1/8" T.O.SLAB 79' 6 3/4" T.O.SLAB 84' 3 3/4" T.O.SLAB 85' 6" SCREEN WALL FOOTINGS REF. CIVIL LIGHT POST BASE REF. STRUCTURAL LIGHT POST BASE REF. STRUCTURAL 7.17 7.17 7.17 7.17 7.17 7.17 3.61 7.17 7.17 3.61 3.61 7.14 15.02 15.02 15.02 15.02 8.02 4.09 4.09 7.17 7.14 3.61 4.24 3.61 5.02 10.40 13.90 T.O.SLAB 86' 0" 4.09 PITCHED SLAB TO FLOOR DRAINS, REF AP-1 DRAWING & PLUMBING. F.F. ELEVATION 86'-0" (279.60) EXTERIOR CONCRETE BEAM REF STRUCT DWGS TEMPORARY TERMINATION, MIN. 6" EXTENSION ABOVE TOP OF PILE STEEL PILES P.T. WOOD LAGGING TIE BACKS PLYWOOD, GROUT, OR INCREASE HDPE MIL THICKNESS IF LAGGING BOARD GAPS EXCEED 1" BENTONITE STARTER STRIP EXTENDING 6" ABOVE FOOTING BENTONITE SIDE FACING INSTALLER POURED-IN-PLACE CONCRETE WALLS 1/2" PMEJ 6" REINF. CONCRETE S.O.G. TIE BACK WATERPROOFING BENTONITE WATERPROOFING SYSTEM. NAIL SEAMS EVERY 24" O.C. AND STAPLE EVERY 3"O.C. WATERSTOP CONC. FOOTING NOTE: WHEN THERE IS ALSO BELOW FLOOR AND /OR BELOW FOOTING WATERPROOFING REF TO MANUFACTURE FOR PROPER TIE IN WITH WALL WATERPROOFING. BENTONITE WATERPROOFING SYSTEM 1' 0" P.T WOOD LAGGING NAIL NEAR EDGES OF STEEL PILE EVERY 12"O.C STEEL SOLDIER PILE (TIE BACK OMITTED FOR CLARITY) CIP REINF CONC. FOUNDATION WALL, REF TO STRUCT. SEQUENCE 1.INSTALL MANUF APPROVED FILLING BEHIND AND OVER TIE BACK-EXTEND ONTO LAGGING SURFACE 6" OUT IN ALL DIRECTIONS. 2.INSTALL BENTONITE WATERPROOFING AS CLOSE TO FILLING AS POSSIBLE. BENTONITE SIDE TOWARDS INSTALLER. OVERLAP ONTO THE FILLING IS PERMISSIBLE. CURE PER MANUF. RECOMMENDATIONS. 3.APPLY 60MIL COATING OF FILLING OVER THE CURED AND EXTEND ADDITIONAL 2" ONTO BENTONITE FACE OF THE SURROUNDING MEMBRANE SYSTEM. 4.INSTALL COVERSHEET WITH PROTECTION LAYER SIDE FACING INSTALLER. BENTONITE WATERPROOFING w/ HDPE SIDE AGAINST WOOD LAGGING. CUT A HOLE IN THE SHEET FOR THE PIPE TO PASS THROUGH. SLIP A SQUARE "WASHER" OF SEALANT OVER THE PIPE AND NAIL AT THE CORNERS AND EVERY 4" O.C. HDPE SIDE SHOULD BE AGAINST OTHER SHEET AND WASHER SHOULD FIT TIGHT AROUND PIPE. IF WASHER CANNOT BE SLIPPED OVER PIPE THEN, CUT A SLIT IN THE WASHER BEFORE INSTALLATION. PIPE PENETRATION WRAP 1" STICK-N-DRY AROUND PIPE TIGHT AGAINST SEALANT WASHER AND PINCH CLOSED WHERE THE ENDS MEET. SOME PIPES MAY REQUIRE PRIMING WITH PARAPRIMER. SHEETING AND SHORING KEY PLAN COMPACTED EARTH BENTONITE w/HDPR SIDE AGAINST LAGGING BENTONITE 24" WIDE NAILED EVERY 24" AND STAPLED EVERY 3" ALONG BOTH EDGES STEEL PLATE CENTERED OVER JOINT JOINT FILLER, BY OTHERS CLOSED CELL POLYETHYLENE BACKER ROD APPROVED POLYURETHANE SEALANT ABBREVIATIONS GENERAL NOTES 1. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS OF THE SITE/AND OR BUILDING. 2. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS, AND OFF ALIGNMENTS ACCORDING TO THE CODES AND STANDARDS OF GOOD PRACTICE. 4. THE TERM "FINISHED FLOOR (F.F.)" SHALL MEAN THE NORMAL FINISHED SURFACE OF THE FLOOR LEVEL. 5. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF BELOW GRADE PIPING AND PLUMBING FIXTURES PRIOR TO THE CONSTRUCTION OF SLABS AND/OR PARTITIONS BEHIND SUCH FIXTURES 6. THE CONTRACTOR SHALL COORDINATE OPENINGS IN THE FOUNDATION, ROOF DECKS, AND EXTERIOR WALLS FOR THE INSTALLATION OF CONDUITS AND BOXES FOR ELECTRICAL EQUIPMENT. 7. FIRESTOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS PER SPECIFICATIONS. MATERIAL IS TO BE APPROPRIATE FOR THE ASSEMBLY AND SHALL HAVE AN U.L. NUMBER. 8. THE CONTRACTOR SHALL COORDINATE AND INSTALL ALL CLEANOUT AND ACCESS DOORS IN PARTITIONS AND SUSPENDED CEILINGS AS REQUIRED BY THE CONTRACT DOCUMENTS. 9. ADDITIONAL NOTES THAT ARE APPLICABLE TO THIS PROJECT MAY BE FOUND THROUGHOUT THE CONTRACT DOCUMENTS. 10. ALL DIMENSIONS SHALL BE FACE OF STUD OR CMU UNLESS OTHERWISE NOTED. (U.O.N.) 11. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, ELEVATIONS, SECTIONS, AND DETAILS ARE SHOWN AS NOMINAL SIZE UNLESS OTHERWISE NOTED. (U.O.N.) SHEETNOTES 1. REFER TO SHEET F-1 FOR CONSTRUCTION CLASSIFICATIONS & FIRE RESISTANCE REQUIREMENTS. 2. ALL SHEETING AND SHORING ENGINEERING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. SHEET AP2 IS A DIAGRAMMATIC PROPOSAL TO COORDINATE THE EXTENTS, PENETRATIONS, AND TRANSITIONS OF THE BENTONITE WATERPROOFING SYSTEM APPLIED AS PART OF THE PERMANENT SHORING SYSTEM. FINAL LAYOUT AND OVERALL EXTENTS OF THE APPLICATION TO BE DETERMINED BY THE GENERAL CONTRACTOR. KEYNOTES CONC. CONCRETE, REF STRUCTURAL T.O. TOP OF ), FINISH ELEVATION S.O.G. SLAB-OB-GRADE, REF STRUCTURAL P.T. PRESSURE TREATED (ROT RESISTANT) LUMBER CIP CAST-IN-PLACE S.S. STAINLESS STEEL PMEJ PREMOLDED EXPANSION JOINT W/ SEALANT T.O.W. TOP OF WALL, FINISH ELEVATION-REF STRUCTURAL E.V. ELECTRICAL VEHICLE KEY PLAN LEGEND PERMANENT SHEETING & SHORING CONCRETE SLAB REF STRUCTURAL SLOPED CONC. SLAB, REF STRUCT. 3.61 STRUCTURAL CONCRETE & EXTERIOR SLABS 3.20 PRECAST CONCRETE CAP 4.09 SMOOTH FACE CMU 5.02 PAINTED 6" PIPE BOLLARD COLD FLUID APPLIED WATERPROOFING 7.14 BENTONITE WATERPROOFING 7.17 SIGNAGE (PARKING GARAGE) 10.40 ELECTRIC VEHICLE CHARGING STATIONS 13.90 FLOOR DRAIN PARKING GARAGE SLAB 15.02 METAL DOORS AND FRAMES 8.02 THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 4/6/2012 9:42:18 AM C:\Revit Local Project Files\Walmart\10-097S Georgia Ave\5968_Washington(Georgia Ave),DC_A_V12_jws.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 AP2 SHEETING & SHORING 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1 SHEETING & SHORING 1" = 1'-0" 5 INSTALLATION ISOMETRIC DIAGRAM 1 1/2" = 1'-0" 6 PLAN VIEW 1/2" = 1'-0" 2 TIE BACK INSTALLATION 6" = 1'-0" 4 WALL PENETRATION DETAIL 1 1/2" = 1'-0" 3 EXPANSION JOINT 1 03/09/12REV #2 1 1 BID SET. NOT FOR CONSTRUCTION.

DN DN DN UP UP DN DN DN DN DN DN 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 F.2 E.6 E.2 D.3 A.3 A.6 C C D D.5 E E.5 A.1 5.1 4.8 4.5 4.2 5.8 6.2 6.4 6.6 6.8 AA 7.3 2.3 2.6 2.8 3.1 3.4 3.6 3.9 A.4 A.2 5.2 5.5 5.7 A 2.1 178 B 100 B 5 A2.11 5 A2.11 5.6 A.8 B.1 F H H J J 4.3 4.1 1.3 1.5 1.7 1.8 F.5 B D.6 C.8 C.3 C.2 3.5 A5 TENANT 1 800 2 A2.11 2 A2.11 1 A3.1 2 A3.1 2 A3.3 A3.2 A3.2 2 A3.2 A2.11 A2.11 3 A2.11 TENANT 2 810 C.6 B.2 C.4 7.8 7.1 0.8 0.8 A.5 7.2 4 A2.11 4 A2.11 VC1.1 2 1 A3.2 2 A3 3 A3.3 A5 3 100 C 178 F 178 E 178 D 178 C 178A 178M 993A SALES 100 RECEIVING 178 MECH #1 982 STAIR B STAIR C EDC 2 122 3 A3 122 A A02 A 4 A3.1 GROCERY SALES 900 STAIR A G.3 8.1 8.8 9.3 H.1 2.5 PH1 A3 17' 2"16' 0"16' 0" 1' 2" 9' 11" 5' 3 1/2" 16' 0"13' 11" 2' 1" 16' 0" 8' 5 1/2" 7' 6 1/2" 16' 0" 6' 5 1/2" 9' 6 1/2" 16' 0" 6' 3 1/2" 9' 8 1/2" 12' 7 1/2" 1' 4" 14' 2"15' 8"8' 2"7' 6" 5' 0" 18' 4"18' 4" 5' 0" 9' 0"6' 8"15' 8" 2' 11" 12' 9" 4' 8" 11' 0"8' 1" 5' 1" 11' 2" 2' 0" 21' 10" 7' 2" 28' 0" 174'0" 278' 8" 164' 0" 17' 0" 1' 6" 60' 3" 61' 9" 61' 10" 61' 8" 33' 2" 30' 0" 61' 9" 47' 3"2' 10 1/2"20' 0" 5' 1/2" 10' 4 1/2" 459' 8" 114' 4" 25' 4" 24' 4" 8'0" 6' 0" 9'0" 18' 0" 198' 8" 65' 4" 316'4" 24'3 3/4" 16' 6" 48' 10" 45' 5" 23' 0" 23'0" 23' 0" 23' 0" 17'3" 11'6" 17'3" 13' 1" 19' 9" 6' 5" 2' 7" 32' 8" 8'8" 132'8" 50' 4" 156' 8" 55' 2" 31' 4" 70' 10" 48' 4" 8' 0" 316'4" 11'4" 17' 0" 39'0" 213'0" 12'4" 15' 6" 1'0" 34'6" 14' 4" 19' 11" 20' 0" 20'0" 20' 0" 27' 0" 16' 5" 23'7" 20' 0" 7' 5" 9'1" 17'3" 9" 2' 3" 10' 0" 4" 14' 8" 1' 0" 6' 0" 55'-2" 24'-01/2" 420' 8" NORTH 5'-4" 8'-0"MO4'-0"8'-0"MO4'-0"8'-0"MO 4'-0" 8'-0"MO5'-10" A5.4 2 GA1 1 RAMP DOWN TO PARKING 47'-10 1/4" 1'-0"6'-0 1/2"54'-0 1/2" 3 A3.11 2 A2 1 A2.1 3 A2 2 A2.1 4A2.1 5-A2 4-A2 3 A3.1 DASHED LINE INDICATES LINE OF NEUTRALIZATION REF SHEET NOTES A3.13 DASHED LINE INDICATES LINE OF NEUTRALIZATION REF SHEET NOTES 1 A3.3 7 A3.14 A6.3 1 A6.3 A5.10 A3.20 10 101 B 101 A 101 C 101 D 4 A5 A5.3 16.01 9.10 1.07 REF GA2 15.19 15.19 16.05 5.57 5.51 4.21 1.07 REF GA2 A A A A EDC 154 SIM DN DN 982B 993B RETAINING WALL REF. CIVIL RETAINING WALL REF. CIVIL VC1.3 1 VC1.3 DECORATIVE METAL SITE FENCE AT RAIN GARDEN REF. CIVIL VC1.1 G G A2.5 3 A6.3 PHOTO LAB MO RAMP UP 11.16 REF 1-A8.1 TYP AT EACH DOOR STRIPED AREA FOR JIB CRANE COORDINATE SIZE & LOCATION WITH MANUFACTURER. 2 2 -A7 6.65 6.42 DN 4 -A2.8 3 -A2.8 5 -A2.8 2 -A2.8 -A2.8 6 -A2.8 STRIPED AREA FOR EGRESS CORRIDOR 1 3' 0" MO 6' 0" 4' 0" MO 3' 4" 4'0" 2' 8" 16' 0" 2'8" 19' 4" 2'8" 19' 4" 2' 8" 17'4" MO 6'8" 17'4" 2' 8" 19'4" 2'8" 19' 4" 2' 8" 19' 4" 2' 8" 17' 4" PILASTER ABOVE DOOR REF 3/A2 FOR LOCATION 8.3 3.05 3.05 3.05 REF SECTION 2/A3 2 4 -A3.5 6'-6" 11'-4" 2 5 6 7 8 A.6 C 4.5 4.2 5.8 6.2 6.6 AA 7.3 5.2 5.5 5.7 A B.1 4.3 B B.2 7.8 7.1 A.5 7.2 OPEN TO BELOW OPEN TO BELOW A5.4 5' 0"9' 0" 6' 8" 18' 7"12' 9" 4' 8" 19' 1" 5' 1" 11' 2" 2' 0" 21' 10"7' 2" 17'3" 9" 12'3" 4" 15' 8" 6'0" A5.5 OPEN TO BELOW 6.65 6.42 1.07BALER/COMPACTOR REF GA2 FOR EQUIPMENT LEGENDS 3.01CONCRETE STOOP 3.05CONCRETE CURB 4.2124"x24" MASONRY OPENING AT GENERATOR CABLE RACEWAY. BOTTOM AT 8" AFF REF ELECTRICAL 5.5132" X 4" OD GALVANIZED STEEL PIPE BOLLARD WELDED TO BASE PLATE. 5.5732" STAINLESS STEEL SURFACE MOUNTED BOLLARD, 4" OD FURNISHED BY OWNER, INSTALLED BY GC 6.0348" HIGH PLYWOOD WAINSCOT BEHIND 2x8 WOOD BASE, REF 2-A9 KEYNOTES 6.20PROVIDE 2x4 CONTINUOUS HORIZONTAL WOOD BLOCKING AT 6'-0" AND 10'-0" AFF INSIDE FULL LENGTH OF WALL 9.10PAINT 4" WIDE FLOOR STRIPES COLOR P5 AT 12" OC, REF N1 SHEET FOR SIZE 11.16SAFETY GATE, REF 4/A9 15.19EYEWASH; REF PLUMBING 16.01ELECTRICAL DISTRIBUTION CENTER ON FIRST FLOOR CONCRETE SLAB. SET PRIOR TO STEEL ERECTION ABOVE FIRST FLOOR, REF ELECTRICAL FOR SIZE AND LOCATION. 16.05INSECT CONTROL UNIT TYPE NOTED BESIDE KEYNOTE REF N1 FOR LEGEND AND NOTES 1.INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD/CMU UNLESS NOTED OTHERWISE 2.THE GROSS LEASABLE AREA: 2,889 SF. THE LEASABLE SQUARE FOOTAGE FOR THE FOLLOWING SPACES: FUTURE TENANT #1:945 SF. FUTURE TENANT #2:1,944 SF. 3.SALES FLOOR SHALL HAVE POSITIVE AIR PRESSURIZATION: REF PLAN FOR LINE IDENTIFYING LOCATION OF NEUTRALIZED WALL BETWEEN SALES FLOOR AND STOCKROOM/SERVICE AREAS. NEUTRALIZE INDICATED WALLS BY PROVIDING AN AIR TIGHT SEAL AT TOP, BOTTOM, AND BY SEALING ALL PENETRATIONS BETWEEN THE SALES FLOOR AND SERVICE AREAS 4.REFER TO SHEET F1 FOR FIRE RATINGS AND ASSEMBLIES. 5.ALL STEEL FRAMING FROM B.2 TO AA IN BETWEEN 1 & 4.2 ANS B TO AA IN BETWEEN 4.2 & 8 SHALL BE AESS STEEL. REFERENCE SECTION 05120 FOR FINISH REQUIREMENTS. SHEET NOTES 1 C C.5 D D.5 E E.5 F F.6 C.3 C.6 B.2 C.4 0.8 G 13'4" 2'8" 13'4" 2' 8" 10' 0" 2'8" 13'4" 2' 8" 20' 8" 2' 8" 20' 8" 2'8" 20' 8" 2'8" 20' 8" 2'8" 20'0" 2' - 8" MO 4' 0" 4' 5 1/4" 11' 4" MO 8'8" 4' 3 3/4" 24'3 3/4" 28' 8" MO 8'8" 10' 4" 90.00° 93.65° 93.65° 90.00° 47'8" 9' 6 7/8" 3.01 3.05 3.05 4' 0" REF SECTION 2/A3.3 REF SECTION 2/A3.3 3.05 REF SECTION 2/A3.3 REF SECTION 3/A3.3 2 THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 4/2/2012 4:10:53 PM C:\Revit Local Project Files\Walmart\10-097S Georgia Ave\5968_Washington(Georgia Ave),DC_A_V12_jws.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A1 FIRST FLOOR PLAN 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1" 20'-0" 1 FIRST FLOOR PLAN 1" = 20'-0" 2 MEZZANINE PLAN 1/8" = 1'-0" 3 WALL DETAIL 2 1 02/14/12REV #1 2 03/09/12REV #2 2 3 03/09/12REV #3 BID SET. NOT FOR CONSTRUCTION.

SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: THIS DRAWING WAS PREPARED FOR USE Washington, DC (Georgia Ave) DATE ON 12/13/11 DIFFERENT PROJECT SITE OR AT A LATER REFERENCE OR EXAMPLE ON ANOTHER PROPERLY LICENSED ARCHITECTS AND DRAWING FOR REUSE ON ANOTHER CONTRARY TO THE LAW. 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICING1.REF STRUCTURAL DRAWINGS FOR EXPOSED AND INTEGRALLY COLORED CONCRETE FLOOR EXACT LOCATION 2.REF SHEET A7 FOR SCHEDULE FINISH KEY SHEET NOTES C/a011-gn 121809 FINISH PLAN A1.1 03/09/12 REV #2 03/09/12 REV #3 REF SPECS EXTENT OF PVC1 SHOWN FOR BID PURPOSES ONLY REFER TO FINAL TILE PLAN PROVIDED BY WALMART FOR SPECIFIC DIMENSIONED LOCATIONS FOR TRANSITION REF 2-A5.11 A1.1 NOTE: PAINT ALL INTERIOR STRUCTURAL ELEMENTS (INCLUDING ANGLES, GIRTS, JOISTS, AND GIRDERS) RUNNING PARALLEL AND WITHIN 12" OF PERIMETER WALLS THE SAME COLOR AS THE ADJACENT WALL PAINT NON PERIMETER GROCERY COLUMNS ALONG GRIDS 6 AND 7 REF 7-A1.1 FOR COLOR ECMG 5 A1.1 TYP PAINT NON PERIMETER GM SALES FLOOR COLUMNS ALONG GRIDS 2 THRU 5 REF 7-A1.1 FOR COLOR PVC1 EC EC EC CT C1 P105 PS1 P105 PL4 NOTE: PAINT ALL INTERIOR STRUCTURAL ELEMENTS (INCLUDING ANGLES, GIRTS, JOISTS, AND GIRDERS) RUNNING PARALLEL AND WITHIN 12" OF PERIMETER WALLS THE SAME COLOR AS THE ADJACENT WALL P105 P105 P105 EC ECMG DO NOT INSTALL CARPET UNDER SINK CABINET 1 FIRST FLOOR FINISH PLAN 1"=20'-0" 121809 L120\a0110-001-f P105 PS1 TENANT SPACE GRAY BOX TENANT SPACE GRAY BOX STAMPED CONCRETE CERAMIC TILE CARPET PVC PLANK FLOORING EXPOSED CONCRETE LEGEND L120\a011-legend EXPOSED CONCRETE - MEASURED GLOSS CT C1 SC PVC1 EC ECMG REF SPECIFICATIONS P105 P16 "ICELANDIC" SW #6526 "SOFTWARE" SW #7074 COLOR LEGEND C/a011-cl 121809 P106 "AFTERNOON" SW #6675 P104 "FIREWORKS" SW #6867 P33 "DOVER WHITE" SW #6385 PL4 PLASTIC LAMINATEMAPLE PS1 PROTECTIVE MEDIUM BLUE SURFACING P36 "DOMINO" SW #6989 P76 "MEDIUM WALMART BLUE"#076 5 FLOOR COVERING 1/8"=1'-0" 103108 L120\a011-005-f MITER CORNER TYP PVC1 PVC1 TYP FULL EDGE PVC 7" 3" ANCHOR LOCATION AT ALL CORNERS TYPICAL ALUMINUM TRANSITION TYP 6-A1.1 TYP 7" 3" 6 TRANSITION STRIP AT PVC FLOORING 1"=1" 082704 L120\a011-006 PVC FLOORING 2"x1/8" ALUMINUM TRANSITION FLAT HEAD COUNTER-SUNK ANCHORS AT 12" 0C 7 COLUMN COLORS AT FIRST FLOOR 1/4"=1'-0"121809 C/a011-007 NON PERIMETER GM SALES FLOOR COLUMNS TYP PERIMETER COLUMNS 7'-0" P16 EXPOXY PAINT TO DECK P33 LATEX TO DECK MATCH WALL COLOR NON-PERIMETER GROCERY COLUMNS P36 EXPOXY PAINT TO DECK P33 LATEX 7'-0" 2 MEZZANINE FINISH PLAN 1"=10'-0" 121809 L120\a0110-002 ECMG ECMG ECMG ECMG ECMG ECMG ECMG ECMG ECMG NOTE: PAINT ALL INTERIOR STRUCTURAL ELEMENTS (INCLUDING ANGLES, GIRTS, JOISTS, AND GIRDERS) RUNNING PARALLEL AND WITHIN 12" OF PERIMETER WALLS THE SAME COLOR AS THE ADJACENT WALL 6.2 6.3 6.5 6.6 7.1 7.2 7.3 7.8 B.1 A.5 DN DN 3 PARKING LEVEL VESTIBULE FINISH PLAN 1"=10'-0" 121809 L120\a0110-003 ECGM 4.1 4.2 4.3 4.6 4.7 5.3 AA A.1 A.6 EC 4 ENTRY FINISH PLAN 1"=10'-0"121809 L120\a011-004-f ECMG 27'-6" 27'-6" 11" 11" 11" 11" 11" 11" 11" 11" 11" 11"11" 11" 11" 11" 11" 11"11" 11" 11" 11" 11" 11" 11" 11" 11" 11" 13'-10" 13'-10" 13'-10" 16'-6" 16'-6" 13'-10" 13'-10" 13'-10" 3'-2" 3'-2" 3'-2" SC TYP 13'-10" SC TYP SC TYP 6.8 6.5 6.3 5.7 5.5 5.1 4.8 4.5 4.3 5.8 6.2 6.4 6.6 5.2 EC 8 COLUMN COLORS AT PARKING LEVEL 1/4"=1'-0"121809 C/a011-008 NON PERIMETER FLOOR COLUMNS TYP PERIMETER COLUMNS P76 EXPOXY PAINT TO DECK P33 4'-0" 4'-0" 86'-0" PARKING LEVEL TO DECK P104 TO DECK P33 COLUMNS AT FIRE STATION LOCATIONS* *NOTE: REFER TO EFP DRAWINGS FOR FIRE STATION LOCATIONS. P33 *ALL SPRINKLER PIPING TO BE PAINTED P104. ANY EXPOSED NO-INSULATED METAL DUCTWORK TO BE PAINTED P33. P33 P33 P33 P33 P33 P33 P33 P33 P33 P33 P33 P33 *ALL PERIMETER EXPOSED CONCRETE WALLS AND ENGAGED PILASTERS TO BE PAINTED P33. *INTERIOR COLUMNS TO BE PAINTED P76 UP TO 48" AND P33 ABOVE 48". AT LOCATIONS WITH FIRE EXTINGIUSHERS COLUMNS TO BE PAINTED P104. *ALL EXPOSED CONCRETE WALLS IN EGRESS STAIRWELLS TO BE PAINTED P33 FROM FLOOR CEILING. *SOFFIT AND VALANCES AT ENTRY VESTIBULE TO BE PAINTED TO MATCH RECLAIMED BRICK COLOR WHICH WILL BE DETERMINED DURING CONSTRUCTION. P104 P104 P104 P104 P104 P104 P104 P104 P104 P104 P104 P104 P104 P104 P104 P104 P104 P104 P104 FULLY PAINTED RED COLUMNS [P104] TO IDENTIFY LOCATION OF ALL FIRE EXTINGUISHERS, REFER TO 1/LS1 FOR ALL LOCATIONS AND ADDITIONAL INFORMATION P104 24" WIDE AREA PAINTED RED TO IDENTIFY LOCATION OF FIRE EXTINGUISHER. P104 24" WIDE AREA PAINTED RED TO IDENTIFY LOCATION OF FIRE EXTINGUISHER. 1 1 1 1 2 2 BID SET. NOT FOR CONSTRUCTION.

SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: Mar 19, 201211:54am USER jstampfl C:\Users\jstampfl\AppDataocal\Temp\AcPublish_3304\0200A2 EXTERIOR ELEVATIONS 5968.dwg 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT Washington, DC (Georgia Ave) CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 12/13/11 AND IT IS NOT SUITABLE FOR USE ON A TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF ENGINEERS. REPRODUCTION OF THIS PROJECT IS NOT AUTHORIZED AND MAY BE 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICINGEXTERIOR ELEVATIONS A2 03/09/12 REV #2 03/09/12 REV #3 P5 "SAFETY YELLOW" OSHA STANDARD NOTE: REFERENCE SPECIFICATIONS ALL EXTERIOR BRICK IS AM1 ALL EXPOSED PAINTED METAL IS P130, UNO P130 "BLACK MAGIC" SW #6991 AT ALL EXPOSED PAINTED METAL SURFACES AM1 "PROMENADE BLEND" BY QUIK BRIK WITH LEHIGH "L5" MORTAR KEY LEGEND a020-kn 1.DOWNSPOUTS ARE INDICATED FOR SIZE, QUANTITY, AND APPROXIMATE LOCATION ONLY 2.PARAPET STEPS OCCUR AT CONTROL JOINTS 3.REFERENCE STRUCTURAL DRAWINGS FOR CONTROL JOINT LOCATIONS. 4.OVERFLOW DRAIN OPENINGS SHALL NOT BE PLACED IN JAMB AREA ADJACENT TO EDGE OF SCUPPER OPENINGS REF STRUCTURAL FOR WIDTH OF JAMB 5.REFER TO PARKING DRAWINGS FOR SIGNAGE 6.RECLAIMED TRUSS ROOF, SEE DWG A4.24 .SPLIT ARCHES, SEE DWG A2.4 .NON-SPLIT ARCHES, SEE DWG A2.3 .PARKING ENTRANCE ARCH FREE STANDING ARCH, SEE DWG 1/A2.5 FACE OF BUILDING ARCH, SEE DWG 5/A2.5 10PILASTER, SEE DWG 1/A3.1 11.RAIN GARDEN, REFER TO CIVIL DRAWINGS SHEET NOTES a020-gna 1.01SIGNAGE, REFER TO DWG A2.7 1.06FUTURE TENANT SIGNAGE LOCATION. TENANT RESPONSIBLE FOR ALL TENANT SIGNAGE INSTALLATIONS, PERMIT COSTS, AND SIGN COSTS. REFER TO ELECTRICAL FOR JUNCTION BOX LOCATIONS AND POWER REQUIREMENTS. 2.83ORNAMENTAL SCREENING,REF DWG A2.10 3.204"PRECAST CONCRETE CAP, UNPAINTED, UNO 3.60EXPOSED FOUNDATION 4.04CONTROL JOINT, REF DWG 1/A2.9 REFER TO STRUCTURAL FOR 12" WALLS 4.20CONCRETE STAIR AND LANDING 4.24QUIK BRIK ARCHITECTURAL MASONRY 4.3540"x38" OPENING AT TRASH COMPACTOR,BOTTOM OF OPENING IS 42" AFF 5.16METAL CANOPY WITH HANGER RODS 5.17DECORATIVE ALUMINUM CHANNEL ATTACHED TO CURTAIN WALL SYSTEM. 5.19METAL HANDRAIL, PAINTED 5.28STEEL TRELLIS 7.01SHEET METAL DOOR HOOD, PAINTED SEE DWG. 4/A2.9 7.07LINE OF ROOF BEYOND 7.09METAL DOWNSPOUT, PAINTED, UNLESS NOTED OTHERWISE (SIZE NOTED BESIDE KEYNOTE), REF DWG 5/A2.9 7.20DOWNSPOUT NOZZLE AND COVER 7.37WHITE TPO MEMBRANE ROOFING 8.01SECTIONAL OVERHEAD DOOR, TYP 8.02HOLLOW METAL DOOR AND FRAME, PAINTED, TYP 8.07OVERHEAD COILING DOOR. 8.08CURTAIN WALL SYSTEM. REF DWGS. A8.2, A8.3 8.17ALUMINUM FRAMED GLASS DOORS REF TO DWG A8 8.36TRANSLUCENT PANEL SKYLIGHT SYSTEM 8.43SPANDREL GLASS, REF DWGS. A8.2, A8.3 10.01FLAG POLE, REF DWG A2.9 10.83METAL WALL BANNER SUPPORT, REF A2.8 11.01DOCK BUMPERS 11.02DOCK SEAL 16.04EXTERIOR LIGHTING FIXTURE, REF ELECT. DWGS. 16.20ELECTRICAL OUTLET DEVICE, REF ELECT. DWGS. 17.01GENERAL MERCHANDISE DOCK 17.02GROCERY DOCK KEY NOTES a020-kn 1 FRONT ELEVATION WITH ARCHES AT GEORGIA AVENUE 1/16"=1'-0" a0200-001 1.0 128'-8" TOM 100'-0" FIRST FLOOR 2.0 3.0 4.0 5.0 7.0 8.0 6.0 5.28 1.01 5.16 A2.4 6 A2.3 16.04 10.83 A2.11 A3.13 2 A3.12 2 A3.11 2 A3.9 10.01 10.83 16.04 CENTER SIGN ON CANOPY 3 A3.11 5.5 2 FRONT ELEVATION (WITHOUT ARCHES) AT GEORGIA AVENUE 1/16"=1'-0" a0200-002 1.0 128'-8" TOM 100'-0" FIRST FLOOR 2.0 3.0 4.0 5.0 6.0 7.0 8.0 3 A2.2 1.06 5.16 3.20 4.04 5.17 8.43 8.17 8.08 5.17 TYP 8.02 3B 3C 3E 3F 3C 3E 3G 3G 1E 1E 1E 1E 3N 1K 1L 4.04 5.28 7.09 7.09 2 A2.11 1 A2.11 2 A3.11 2 A3.9 2 A3.7 2 A3.8 2 A3.6 1.01 7 A3.14 A3.13 A3.12 10.01 4.24 8.08 8.43 1.06 5.16 8.17 A3.11 5.5 2.83 2.83 4.04 128'-8" TOM 100'-0" FIRST FLOOR KEY PLAN a020-kp 1 3 5 4 8.02 16.04 8.07 16.04 4.24 5.19 4.24 3.20 7.07 3 SIDE ELEVATION AT MISSOURI AVENUE 1/16"=1'-0" a0200-003 A A.5 B C D E F G H J AA 128'-0" TOM 100'-0" FIRST FLOOR 96'-0" LOADING DOCK 107'-8" TOM 116'-8" TOM PILASTER 4.24 2 A2.9 7.37 4.20 7.20 2 A2.2 4.04 3.60 142'-0" TO ROOF 5 A2 4 A2 2 A3 A3 5 A2.11 1 A3.1 4 A2.11 3 A2.11 2 A3.4 2 A3.5 A4.21 16.20 5.19 8.02 1 A3.1 16'-1" 2'-7" 18'-8" MO 7.20 7.20 16.04 16.04 128'-8" TOM 8.36 6 A2 128'-0" TOM 123'-8" TOM 128'-8" TOM 128'-0" TOM 19'-4" 2'-8" 19'-4" NOTE: FOR ADDITIONAL PILASTER DIMENSIONS SEE DWG. A1 4.04 100'-0" FIRST FLOOR 96'-0" LOADING DOCK 4 ELEVATION AT COMPACTOR 1/16"=1'-0" a0200-004 4.35 128'-0" TOM 4.24 3.20 4.04 4 A3.1 3.60 16.20 128'-0" TOM 100'-0" FIRST FLOOR 96'-0" LOADING DOCK 5 SIDE ELEVATION AT LOADING DOCK 1/16"=1'-0" a0200-005 17.02 17.01 4.24 3.60 3.20 4.04 7.01 8.01 11.02 11.01 TYP 16.04 2 A3.1 3 A3.1 NOTE: ALL EXTERIOR BRICK IS AM1 ALL EXPOSED PAINTED METAL IS P130, UNO REFERENCE SPECIFICATIONS 16.04 2 1 1 1 1 1 1 1 VARIES TOM 6 PARAPET WALL STEP DETAIL 1"=1'-0" a0200-006 4.24 3.20 VARIES TOM VARIES 2" 1 1 1 1 1 2 1 1 1 2 BID SET. NOT FOR CONSTRUCTION.

SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT Washington, DC (Georgia Ave) CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 12/13/11 AND IT IS NOT SUITABLE FOR USE ON A TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF ENGINEERS. REPRODUCTION OF THIS PROJECT IS NOT AUTHORIZED AND MAY BE 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICINGEXTERIOR ELEVATIONS A2.1 03/09/12 REV #2 P5 "SAFETY YELLOW" OSHA STANDARD NOTE: REFERENCE SPECIFICATIONS ALL EXTERIOR BRICK IS AM1 ALL EXPOSED PAINTED METAL IS P130, UNO P130 "BLACK MAGIC" SW #6991 AT ALL EXPOSED PAINTED METAL SURFACES AM1 "PROMENADE BLEND" BY QUIK BRIK WITH LEHIGH "L5" MORTAR KEY LEGEND a020-kn 1.DOWNSPOUTS ARE INDICATED FOR SIZE, QUANTITY, AND APPROXIMATE LOCATION ONLY 2.PARAPET STEPS OCCUR AT CONTROL JOINTS 3.REFERENCE STRUCTURAL DRAWINGS FOR CONTROL JOINT LOCATIONS. 4.OVERFLOW DRAIN OPENINGS SHALL NOT BE PLACED IN JAMB AREA ADJACENT TO EDGE OF SCUPPER OPENINGS REF STRUCTURAL FOR WIDTH OF JAMB 5.REFER TO PARKING DRAWINGS FOR SIGNAGE 6.RECLAIMED TRUSS ROOF, SEE DWG A4.24 .SPLIT ARCHES, SEE DWG A2.4 .NON-SPLIT ARCHES, SEE DWG A2.3 .PARKING ENTRANCE ARCH FREE STANDING ARCH, SEE DWG 1/A2.5 FACE OF BUILDING ARCH, SEE DWG 5/A2.5 10PILASTER, SEE DWG 1/A3.1 11.RAIN GARDEN, REFER TO CIVIL DRAWINGS SHEET NOTES a020-gna KEY PLAN a020-kp 116'-4" TOM PILASTER 1 REAR ELEVATION 1/16"=1'-0" a0200-006 1.0 128'-8" TOM 100'-0" FIRST FLOOR 2.0 3.0 4.0 5.0 7.0 8.0 6.0 9.0 7.07 3.20 4.24 7.09 7.21 TYP 3.60 8.02 5.19 8.02 4.24 4.04 142'-0" TO ROOF 4 A2 16 A4.4 2 A2.11 1 A3.2 1 A2.11 4 A3.2 5 A2.9 16.04 16.04 1.01 11.10 16.04 4.24 7.09 7.21 16.04 16.04 16.04 120'-11-7/8" TO ROOF LP 4'-11" 2'-8" 28'-0" 2'-8" 28'-0" 2'-8" NOTE: FOR ADDITIONAL PILASTER DIMENSIONS SEE AP.1 5.5 86'-0" PARKING LEVEL A2 SIM 6 A2 130'-0" TOM 128'-0" TOM 128'-8" TOM 130'-0" TOM PARKING EQUIPMENT N.I.C. SHOWN FOR REFERENCE ONLY 4 ELEVATION AT PEABODY ST PARKING ENTRY 1/16"=1'-0" a0200-007 J H G 130'-0" TOM 100'-0" FIRST FLOOR 116'-4" TOM PILASTER 85'-6" PARKING ENTRANCE 4.24 3.20 3.60 8.02 3 A3.2 2 A3.2 4.04 9 A2.5 7.21 7.09 4.24 3 ELEVATION AT PEABODY STREET WALL 1/16"=1'-0" a0200-009 128'-8" TOM 100'-0" FIRST FLOOR 116'-4" TOM PILASTER F E D C Parking 7.07 3.20 1.01 8.08 3.11 1A 1B 1B 1B 1C 1C 1D 4.04 142'-0" TO ROOF 2 A3.3 3 A3.3 4.04 8.36 16.04 2.83 2.83 2.83 2.83 2.83 2.83 7.07 8.43 8.02 FOR TOP OF CONC. CURB AND BRICK SHELF ELEVATION REF 4/A3.5 2 4 3 2 SIDE ELEVATION AT PEABODY STREET 1/16"=1'-0" a0200-008 128'-8" TOM 100'-0" FIRST FLOOR 116'-4" TOM PILASTER J H G F E D C B A 5.19 8.02 4.20 1 A2.2 142'-0" TO ROOF 4 A2.1 3 A2.1 5 A2.5 A2.11 2 A3.3 3 A2.11 EXIT ENTER A3.6 3 A3.3 13'-0" 13'-0" CL CL C SIGN & ARCH SIGN & DRIVE ISLE SIGN NOTE: ALL EXTERIOR BRICK IS AM1 ALL EXPOSED PAINTED METAL IS P130, UNO REFERENCE SPECIFICATIONS 16.04 7.21 7.09 1 A3.3 2A BACK SIDE OF PARKING ENTRANCE ARCH 1/8"=1'-0" a0200-008A 100'-0" FIRST FLOOR C CENTER SIGN ON DRIVE ISLE 16.04 1.01 4.24 16.20 8 A2.5 10'-0" VARIES 5'-0" 5'-0" CL CENTER SIGN ON DRIVE ISLE 16.04 10'-0" 1.01SIGNAGE, REFER TO DWG A2.7 2.83ORNAMENTAL SCREENING,REF DWG A2.10 3.204"PRECAST CONCRETE CAP, UNPAINTED, UNO 3.60EXPOSED FOUNDATION 4.04CONTROL JOINT, REF DWG 1/A2.9 REFER TO STRUCTURAL FOR 12" WALLS 4.20CONCRETE STAIR AND LANDING 4.24QUIK BRIK ARCHITECTURAL MASONRY 5.19METAL HANDRAIL PAINTED 7.03METAL GUTTER PAINTED UNLESS NOTED OTHERWISE 7.07LINE OF ROOF BEYOND 7.09METAL DOWNSPOUT WITH BOOT, REF DWG 5/A2.9 7.21SCUPPER (SIZE INDICATED ON DWG A4) 8.02HOLLOW METAL DOOR AND FRAME, PAINTED, TYP 8.08CURTAIN WALL SYSTEM. REF DWGS. A8.2, A8.3 8.36TRANSLUCENT PANEL SKYLIGHT SYSTEM 8.43SPANDREL GLASS, REF DWGS. A8.2, A8.3 11.10PARKING EQUIPMENT 16.04EXTERIOR LIGHTING FIXTURE, REF ELECT. DWGS. 16.20ELECTRICAL OUTLET DEVICE, REF ELECT. DWGS. KEY NOTES a021-kn 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 F:\All_Projects\097 Walmart\10-097S Washington (Georgia-Missouri), DC (5968-00)\001 MMA\Current Dwgs\CD's\0210 A2.1 EXTERIOR ELEVATIONS 5968.dwg, Model, BID SET. NOT FOR CONSTRUCTION.

SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: Mar 16, 20129:59am USER jellard F:\All_Projects\097 Walmart\10-097S Washington (Georgia-Missouri), DC (5968-00)\001 MMA\Current Dwgs\CD's\0210A2.2 ENLARGED ELEVATIONS.dwg 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT Washington, DC (Georgia Ave) CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 12/13/11 AND IT IS NOT SUITABLE FOR USE ON A TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF ENGINEERS. REPRODUCTION OF THIS PROJECT IS NOT AUTHORIZED AND MAY BE 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICINGEXTERIOR ELEVATIONS A2.2 03/09/12 REV #2 P5 "SAFETY YELLOW" OSHA STANDARD NOTE: REFERENCE SPECIFICATIONS ALL EXTERIOR BRICK IS AM1 ALL EXPOSED PAINTED METAL IS P130, UNO P130 "BLACK MAGIC" SW #6991 AT ALL EXPOSED PAINTED METAL SURFACES AM1 "PROMENADE BLEND" BY QUIK BRIK WITH LEHIGH "L5" MORTAR KEY LEGEND a020-kn 1.DOWNSPOUTS ARE INDICATED FOR SIZE, QUANTITY, AND APPROXIMATE LOCATION ONLY 2.PARAPET STEPS OCCUR AT CONTROL JOINTS 3.REFERENCE STRUCTURAL DRAWINGS FOR CONTROL JOINT LOCATIONS. 4.OVERFLOW DRAIN OPENINGS SHALL NOT BE PLACED IN JAMB AREA ADJACENT TO EDGE OF SCUPPER OPENINGS REF STRUCTURAL FOR WIDTH OF JAMB 5.REFER TO PARKING DRAWINGS FOR SIGNAGE 6.RECLAIMED TRUSS ROOF, SEE DWG A4.24 .SPLIT ARCHES, SEE DWG A2.4 .NON-SPLIT ARCHES, SEE DWG A2.3 .PARKING ENTRANCE ARCH FREE STANDING ARCH, SEE DWG 1/A2.5 FACE OF BUILDING ARCH, SEE DWG 5/A2.5 10PILASTER, SEE DWG 1/A3.1 11.RAIN GARDEN, REFER TO CIVIL DRAWINGS SHEET NOTES a020-gna KEY PLAN a020-kp 2 128'-8" TOM 100'-0" FIRST FLOOR 3 ENLARGED ELEVATION AT ENTRANCE 3/16"=1'-0" a0200-020 5.0 6.0 118'-0" BOTTOM OF CANOPY 3HB 1H 3KA 1M 3HA 1H 3HA 1J 1J 3K 1H 3H 3H 3H 1H 1H 1H 3J 1M 1P 1P 1M 1M 1.01 5.18 8.09 7.43 5.17 8.08 5.18 3.20 4.24 5.18 P130 P130 P130 P130 8.63 8.08 7.43 TYP 1Q 1S 1T 1U 1S 1Q 8.43 8.43 16'-0" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 9'-4" 4.04 121'-8" TOM 16.04 1 A2.11 7.43 A3.11 2 A3.12 2 A3.13 16.04 111'-0" BOTTOM OF CANOPY 16.04 8.08 5.17 P130 7.43 4'-11" 4'-5" 5'-6" 3'-10" 7.07 6'-8" ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN ALIGN NOTE: ALL EXTERIOR BRICK IS AM1 ALL EXPOSED PAINTED METAL IS P130, UNO REFERENCE SPECIFICATIONS CONC. CURB EMSEAL 7.43 5.17 8.08 P130 5.5 1 1G 3A 3D B C A 128'-8" TOM 100'-0" FIRST FLOOR 118'-0" BOTTOM OF CANOPY 1 ENLARGED ELEVATION AT PEABODY ST ENTRANCE 3/16"=1'-0" a0200-021 1.01 4.24 3.20 8.08 5.27 5.18 5.18 P130 5.18 P130 8.08 10.83 5.16 5.17 8.08 4.24 2A 2B 2C 2D 2E 2F 2G 5.18 4.04 4.04 8.43 3L 1.01 9'-4" 9'-4" 8'-0" 1'-4" 5'-4" 5'-4" 121'-8" TOM 2 A2.7 OH 16.04 13'-0" 1'-10" 1'-10" ALIGN 2'-6" 7" 9" 2'-1" 2'-1" 1 2 3'-3" 1'-1 1 2 4.24 1F 8.43 3.11 111'-0" BOTTOM OF CANOPY 4.04 3.11 P130 3 A3.6 16.04 CL JOINT ON PILASTER 3M 3P 1N B A.5 A AA 2 ENLARGED ELEVATION AT ENTRANCE 3/16"=1'-0" a0200-022 100'-0" FIRST FLOOR 111'-0" BOTTOM OF CANOPY 5.18 5.18 P130 5.18 P130 8.08 P130 10.83 5.16 7.43 2P 2N 2M 2L 2K 2J 2H 1R 8.43 8.43 7.43 16.04 1.01 2 A2.7 3.20 8.17 118'-0" BOTTOM OF CANOPY 5.17 5.17 15 A2.10 4.24 10.01 P130 8.08 1 1 1 1 1 1 1 1 1 1 1 1.01SIGNAGE, REFER TO DWG A2.7 3.114" PRECAST CONCRETE SILL, UNPAINTED, UNO 3.204"PRECAST CONCRETE CAP, UNPAINTED, UNO 4.04CONTROL JOINT, REF DWG 1/A2.9 REFER TO STRUCTURAL FOR 12" WALLS 4.24QUIK BRIK ARCHITECTURAL MASONRY 5.16METAL CANOPY WITH HANGER RODS 5.17DECORATIVE ALUMINUM C-CHANNEL 5.18EXPOSED STEEL C-CHANNEL FASCIA 5.27METAL CANOPY DECK AND STRUCTURE 7.09METAL DOWNSPOUT WITH BOOT, REF DWG 5/A2.9 7.43MAPES PANELS, REF DWGS. A8.2, A8.3 8.08CURTAIN WALL SYSTEM. REF DWGS. A8.2, A8.3 8.09AUTOMATIC SLIDING ENTRANCE DOORS REF TO DWG A8 8.17ALUMINUM FRAMED GLASS DOORS REF TO DWG A8 8.43SPANDREL GLASS, REF DWGS. A8.2, A8.3 8.63ALUMINUM FRAMED PLASTIC THERMALIZED DOME SKYLIGHT 10.01FLAG POLE, REF DWG A2.9 10.83METAL WALL BANNER SUPPORT, REF A2.8 16.04EXTERIOR LIGHTING FIXTURE, REF ELECT. DWGS. KEY NOTES a022-kn 1 1 1 1 1 1 BID SET. NOT FOR CONSTRUCTION.

5.8 6.2 A2.3 10 RECESSED BRICK BAND REF DETAIL RECESSED BRICK BAND W/ CUT UNIT - REF DETAIL PRECAST PEDESTAL BASE FOOTING REF STRUCT FOR SIZE & LOCATION QUIK BRIK 4" SOLID VENEER RUNNING BOND FRONT & REAR 2" CHAMFER @ PRECAST PEDESTAL ALL AROUND TYP AWNING REF DETAIL PRECAST CONC CAP PRECAST MOMENT CONNECTION TO BE PROVIDED BY PRECAST MANUFACTURER T.O. ARCH FOOTING 98' 8" 8 A2.3 A2.3 GRADE VARIES 11' 8" 9' 8 3/8" 5" 3'0 1/2" 11'8 1/4" A2.3 11 15' 1 3/4" 8" 8" COL COL A2.3 10 RECESSED BAND W/ CUT UNIT ALL AROUND - REF DETAIL RECESSED BAND ALL AROUND CONC. FOOTING REF STRUCT FOR SIZE & LOCATION PRECAST MOMENT CONNECTION TO BE PROVIDED BY PRECAST MANUFACTURER T.O. ARCH FOOTING 98' 8" 15' 1 3/4" GRADE VARIES A2.3 11 T.O. ARCH FOOTING 98' 8" 4 B.C. 1'4" 4" 4 B.C. 1'4" 4" 4 B.C. + 1 JT 1'4 3/8" 4" 13 B.C. + 1 JT 4' 4 3/8" 2' 2" 14 B.C. + 1 JT 4' 8 3/8" 5' 0" 5" 14 B.C. + 1 JT 4' 8 3/8" RECESS TOP COURSE REF DETAIL THIS SHEET PRECAST CAP W/ DRIP FIELD INSTALLED PRECAST ARCH ASSMEBLY W/ DOVETAIL SLOTS QUIK BRIK 4" X 4" X 16" SOLID FIELD APPLIED DRIP SLOPE 6" 5" 4" 3/4" 3/4" 3/8" 1 3/8" 5/8" 5" 1 5/8" PRECAST CAP FIELD INSTALLED RECESSED BRICK BAND REF DETAIL QUIK BRIK 4" SOLID VENEER STACKED BOND SIDES ONLY RECESSED BRICK BAND REF DETAIL PRECAST PEDESTAL BASE FOOTING REF STRUCTURAL QUIK BRIK 4" SOLID VENEER RUNNING BOND FRONT & REAR AWNING REF DETAIL THIS SHEET QUIK BRIK 4" SOLID VENEER RUNNING BOND FRONT & REAR BONDED JOINT TYPICAL 2" CHAMFER @ PRECAST PEDESTAL ALL AROUND TYP FINISHED SURFACE EXTEND FINISHED SURFACE MIN. 1 1/2" ALONG TAPERED SIDE TYP. ALL SIDES FLOOR MOUNTED RECESSED LIGHTING REF ELEC DWGS FOR TYPE A2.3 10 A2.3 9 11 A2.3 IN-GROUND "RAILROAD TRACK-LIKE" ELEMENTS - REF CIVIL PRECAST CAP PRECAST ARCH BONDED JOINT TYP PEDESTAL BASE BONDED JOINT TYP FOOTING REF STRUCT DWGS 5.8 6.2 DOVETAIL SLOTS MIN. 8" FROM ENDS. MAX. 16" O.C. FRONT & BACK SIDES DOVETAIL SLOT FRONT & BACK SIDE FINISHED SURFACE ALL SIDES FINISHED SURFACE UNDERSIDE OF ARCH PRECAST PEDESTAL BASE ASSEMBLY PRECAST CAP W/ DRIP T.O. ARCH FOOTING 98' 8" 8 A2.3 R7'-4 3/4" 5" 14 B.C. + 1 JT 4' 8 3/8" 4" 14 B.C. + 1 JT 4' 8 3/8" 5' 0" 2' 6" 8' 10" 2' 6" 1' 2" 2' 2" 15' 1 3/4" 1' 9" GRADE VARIES 4' 3 1/2" COL COL 2-PIECE PRECAST ASSEMBLY & CAP BONDED PER PRECAST MAUF. GALVANIZED SEISMIC DOVETAIL ANCHOR FRONT AND BACK @ 16" O.C. VERT. 2-PIECE PRECAST PILLAR 3/16" CONTINUOUS JOINT REINF. WIRE RECESSED BRICK BAND BRICK TO BE SHAVED 1/2" REF DETAIL PRECAST CONC PEDESTAL BASE BONDED JOINT PER PRECAST MANUF DETAIL - TYP DOVE TAIL SLOT @ FRONT & BACK 2" CHAMFER @ CONC PEDEDTAL ALL AROUND 11 A2.3 STEEL COLUMN REF STRUCT DWGS FOR SIZE & LOCATION COLUMN MOUNTED LIGHT FIXTURE REF ELEC DWGS FULL ARCH REF CONC FOOTING REF STRUCT DWGS A2.3 SURFACE MOUNT GANG BOX & CONDUIT TO BE MOUNTED ON THE BACK SIDE OF COLUMN PAINT TO MATCH COLUMN. CONDUIT TO GO UP TO CANOPY AT FULL ARCHES & DOWN INTO GROUND AT SPLIT ARCHES CONC SIDEWALK W/ IN-GROUND "RAILROAD TRACK-LIKE" ELEMENTS REF CIVIL DWGS TO ELEC SERVICE REF ELEC DWGS IN-GROUND LIGHT FIXTURE REF ELEC DWGS LIGHTING REF ELEC DWGS 5 A2.3 T.O. ARCH FOOTING 98' 8" RECESSED BRICK BAND W/ CUT UNIT BONDED JOINT LINE TYP RECESSED BRICK BAND W/ CUT UNIT PRECAST CONC CAP W/ DRIPS CONC. FOOTING REF STRUCT DWGS AWNING REF DETAIL BONDED 2-PIECE CONC ARCH BASE A2.3 10 A2.3 9 2" CHAMFER @ PRECAST PEDESTAL ALL AROUND GRADE VARIES A2.3 11 3.5"x1.125"x0.125" ALUM ANGLE RIBS - TYP OF 6 4"x2"x0.25" ALUM CHANNEL FRAME 8"X8" MOUNTING PLATE STAINLESS STEEL CLEVIS W/ 1/2" DIA NUT & BOLT TYP TOP PRECAST CONC ARCH REF DETAILS THIS SHEET QUIK BRIK 4" SOLID VENEER RUNNING BOND FRONT & REAR PRECAST CONC ARCH BEYOND 4" 2' 0 3/8" 4" 1/2” DIA POST INSTALLED ANCHOR WITH 4-1/2" MIN EMBEDMENT (ONE EA. SIDE OF CANOPY) (4) 1/2” DIA POST INSTALLED ANCHOR WITH 21/2" MIN EMBEDMENT INTO PRECAST PANEL NOTE: DO NOT OVER TIGHTEN 1/2" DIA STAINLESS STEEL ROD DOVE TAIL ANCHOR 16" O.C. VERT & HORIZ. 2' 4" 45.00° NOTE: AWNING SUPPLIER/DESIGNER TO PROVIDE REACTIONS ON SHOP DRAWINGS TO ARCHITECT 5" DOVETAIL SLOT @ 16" O.C. HORIZ. PORTION OF BRICK TO BE CUT AND REMOVED 4" X 8" or 4" X 16" SOLID QUIK BRIK 35/8" 1/2" 4" 1/2" 31/8" 7-1/8"OR15-1/8" 5 A2.3 4 -A2.3 6 -A2.3 7 -A2.3 8 A2.3 EQ 11' 4" EQ STRUCTURAL COLUMN - REF STRUCT DWGS 8' 10" TYP 2' 6" IN-GROUND LIGHTING - REF ELEC DWGS TYP 1' 0" TYP 1' 0" 2' 0" TYP EQ TYP EQ AWNING ABOVE TYP 2' 6" 1' 9" 9" A2.3 11 IN-GROUND "RAILROAD TRACKLIKE" ELEMENTS REF CIVIL IN-GROUND "RAILROAD TRACKLIKE" ELEMENTS REF CIVIL COL COL A2.3 2' 6" 2' 6" DOVE TAIL ANCHOR 16 O.C. VERT W/ CONTINUOUS JOINT REINF. WIRE 2" CHAMFER ALL AROUND QUIK BRIK 4"X4"X16" SOLID STACKED BOND 2' 0" 2' 0" RECESSED 8" & 16" QUIK BRICK REF BRICK CUTTING DIAGRAM ABOVE FRONT & BACK RECESSED BAND BRICK CUTTING DIAGRAM 1' 11" 1' 11" SIDE SIDE FRONT BACK PRECAST CONC PEDESTAL BELOW 1/2" RECESS 1/2" RECESS 1/2" RECESS 1/2" RECESS 1' 2" THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 3/14/2012 12:10:20 PM C:\Revit Projects Local Files\Walmart\10-097S Washington (Georgia Ave)\5968_Washington(Georgia Ave),DC_A_V12_JE.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A2.3 ARCH ASSEMBLYTYPE 1 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 3/8" 1'-0" 6 ELEVATION - FULL ARCH FRONT 3/8" = 1'-0" 5 SECTION - FULL ARCH 3/8" = 1'-0" 7 SIDE ELEVATION 3" = 1'-0" 10 FULL ARCH CAP DETAIL N.T.S. 1 ISOMETRIC - FULL ARCH ASSEMBLY N.T.S. 2 ISOMETRIC - FULL ARCH PRECAST ASSEMBLY 3/8" = 1'-0" 4 ELEVATION - FULL ARCH PRECAST ONLY N.T.S. 3 ISOMETRIC - ARCH BRICK DETAIL EXPLODED VIEW NOTE: REF STRUCT DWGS FOR MOMMENT CONNECTION @ FOOTING & FOOTING SIZE AND LOCATION N.T.S. 13 ISOMETRIC - LIGHTING @ FULL ARCH 3/8" 1'-0" 8 SECTION - FULL ARCH ASSEMBLY 1 1/2" 1'-0" 9 DETAIL - FULL ARCH CANOPY 1/2" 1'-0" 12 ARCH PLAN (BRICK & AWNING NOT SHOWN) (BRICK & AWNING NOT SHOWN) 1/2" = 1'-0" 11 ARCH PEDESTAL PLAN & BRICK DETAIL (AWNING & IN-GROUND LIGHTS NOT SHOWN) 1 1 1 03/09/12REV #2 1 1 1 1 1 1 BID SET. NOT FOR CONSTRUCTION.

RECESSED BRICK BAND REF DETAIL QUIK BRIK 4" SOLID VENEER STACKED BOND SIDES ONLY RECESSED BRICK BAND REF DETAIL PRECAST PEDESTAL BASE QUIK BRIK 4" SOLID VENEER RUNNING BOND FRONT & REAR QUIK BRIK 4" SOLID VENEER RUNNING BOND FRONT & REAR BONDED JOINT TYP 2" CHAMFER @ PRECAST PEDESTAL ALL AROUND TYP PRECAST CONC. CAP TYP FOOTING REF STRUCT DWGS 11 A2.3 A2.3 10 BONDED JOINT TYP IN-GROUND LIGHTING REF ELEC DWGS IN-GROUND "RAILROAD TRACK-LIKE" ELEMENTS REF CIVIL PRECAST CONC. CAP TO BE BONDED TO PRECAST ARCH PANEL BY PRECAST MANUF. TYP BOTH SIDES PRECAST ARCH BONDED JOINT TYP PEDESTAL BASE BONDED JOINT TYP DOVETAIL SLOT FRONT AND BACK FOOTING REF STRUCT DWGS IN-GROUND LIGHTING REF ELEC DWGS IN-GROUND "RAILROAD TRACK-LIKE" ELEMENTS - REF CIVIL RECESSED BRICK BAND REF DETAIL RECESSED BRICK BAND REF DETAIL PRECAST PEDESTAL BASE PRECAST MOMENT CONNECTION TO BE PROVIDED BY PRECAST MANUFACTURER QUIK BRIK 4" SOLID VENEER RUNNING BOND FRONT & REAR QUIK BRIK 4" SOLID VENEER RUNNING BOND FRONT & REAR 2" CHAMFER @ PRECAST PEDESTAL ALL AROUND TYP PRECAST CONC. CAP W/ CONT DRIP ALL AROUND TO BE BONDED TO PRECAST ARCH PANEL BY PRECAST MANUF. TYP BOTH SIDES DOVETAIL SLOT FRONT AND BACK A2.3 10 11 A2.3 A2.4 5 RECESSED BRICK BAND W/ CUT UNIT REF DETAIL PRECAST MOMENT CONNECTION TO BE PROVIDED BY PRECAST MANUFACTURER A2.3 10 T.O. ARCH FOOTING 98' 8" 14'1 3/4" A2.3 11 4" QUIK BRIK TYP R7'-3 1/2" 4'5 3/8" FOOTING REF STRUCT DWGS GRADE VARIES PRECAST CONC CAP W/ DRIP ALL AROUND IN-GROUND LIGHTING - REF ELEC DWGS QUIK BRIK 4" SOLID VENEER STACKED BOND SIDES ONLY RECESSED BRICK BAND W/ CUT UNIT REF DETAIL PRECAST PEDESTAL BASE QUIK BRIK 4" SOLID VENEER RUNNING BOND FRONT & REAR BONDED JOINT TYP 2" CHAMFER @ PRECAST PEDESTAL ALL AROUND TYP PRECAST CONC. CAP W/ DRIP T.O. ARCH FOOTING 98' 8" GRADE VARIES 5" 11 B.C. + 1 JT 3'8 3/8" 4" 4 B.C. + 1 JT 1'4 3/8" 4" 4 B.C. 1'4" 4" 4 B.C. 1'4" 5' 0" 14'1 3/4" A2.3 11 FOOTING REF STRUCT DWGS PRECAST CONC ARCH A2.4 4A IN-GROUND LIGHTING REF ELEC DWGS 6 A2.4 CONNECTION PLATE AND TUBE STEEL REF STRUCT DETAIL 4-PIECE PRECAST CONC. ARCH PRECAST CONC. CAP W/ DRIP EDGE ALL AROUND TELESCOPING TUBE STEEL CONNECTION REF STRUCT DETAIL FIELD DRILLED HOLE IN PRECAST CONC W/ EPOXY-INPLACE THREADED SLEEVE. REF STRUCT DETAIL FOR BOLT SIZE, SPACING & MOUNTING PLATE SIZE BEAM REF STRUCT DWGS HSS TO BE WELDED TO PLATE REF STRUCT DETAIL ANCHOR BOLTS REF STRUCT SHEET S6.8 STEEL MOUNTING PLATE REF STRUCT DWGS 4A ENLARGED PLATE DETAIL STRUCT. STEEL REF STRUCT DWGS CONT. STEEL ANGLE & BRICK TIES REF STRUCT DWGS RECLAIMED BRICK SHAPE BRICK @ LINTEL AS REQUIRED PRECAST CONC. LINTEL RECLAIMED BRICK STRUCT. STEEL REF STRUCT DWGS FINISH SURFACE FIRST FLOOR 100' - 0" 5.5 5.7 2' 8" TYP 8' 2 5/8" 2' 9" 5'6 5/8" PRECAST CONC. ARCH LINTEL RECLAIMED BRICK PRECAST CONC. PEDESTAL STEEL COLUMN REF STRUCT. DWGS STEEL BEAM REF STRUCT. DWGS 10 A2.4 11 A2.4 13 A2.4 3/8" GAP 8" 5 3/8" 8'4" TYP 2' 8" 3 1/2" 2' 7" TYPE 12' 0" TYPE II 9' 4" TYPE III 8' 4" TYPE R 18' 5 11/16" TYPE II R 11' 4 1/2" TYPE III R 9' 1 3/4" M.O. CONT. STEEL ANGLE & BRICK TIES REF STRUCT DWGS 111' 0" B.O. BEAM (3) 4" DIA VOID, GROUT SOLID TYP 3' 2" TYP 8"8"8"8". 2' 8" TYP 3' 2" TYP 9'3 3/4" TYP COL COL 1/2" 1 1/2" 3/8" GAP B PRECAST CONC. LINTEL RECLAIMED BRICK STRUCT. BEAM REF STRUCT DWGS SHAPED RECLAIMED BRICK AS REQUIRED SOFT JOINT 3/8" GAP W/ SEALANT BOTH SIDES CONT. STEEL ANGLE REF STRUCT. DWGS GROUT VOID SOLID 111' 0" B.O. BEAM 108' 4" BTTM EDGE OF ARCH 11" 1 1/2"8"1 1/2" 7 3/4" VARIES 1 1/2" 5.7 B 13 A2.4 PRECAST CONC. PEDESTAL RECLAIMED BRICK STRUCT. BEAM REF STRUCT DWGS SOFT JOINT 3/8" GAP W/ SEALANT BOTH SIDES GROUT VOID SOLID 3/8" GAP 1 1/2" 1 1/2" 2' 7 5/8" TYP 3' 3 1/2" TYP 1 1/2" 11" BRICK TIES 16" O.C. VERT - REF STRUCT DWGS 12 S6.8 COL METAL CORNER BEAD (TYP.) 6" 14GA METAL STUDS @ 16" O.C. 1/2" GYPSUM BOARD TUBE STEEL REF STRUCT DWGS 1/2" PLYWOOD SHEATHING 1/2" GYPSUM BOARD VESTIBULE ARCH REF DETAILS THIS SHEET RECLAIMED BRICK CONC PRECAST ARCH BASE TO BE CUT BACK AS REQUIRED CALK VOID, COLOR TO MATCH PRECAST BASE PORTION OF ARCH PRECAST CONC BASE TO BE REMOVED AS REQUIRED TO ACCOMODATE PRECAST BASE OF ADJACENT WALL MASON TIE @ HSS REF STRUCT DWGS FOR TYPE AND SPACING BACKER ROD & CALKING ABOVE AND BELOW PRECAST BASE LIP COLOR TO MATCH STEEL TUBE CONT. SEALANT PRECAST CONC. PEDESTAL RECLAIMED BRICK FINISHED FLOOR SLAB REF STRUCT. DWGS STRUCT STEEL REF STRUCT DWGS GROUT VOID SOLID TYP 1 1/2" 5/8" TUBE CART BARRIER TYP 1 1/2" 8" 4" DIA VOID GROUT VOID SOLID REBAR REF STRUCT DWGS TOP ANCHOR CLIP @ 24" O.C. DOWELS @ 24" O.C. MASONRY REINF. SYSTEM @ 16" O.C. VERT 8" CMU ADJUSTABLE MASONRY TIE @ 16" O.C. VERT ADJUSTABLE MASONRY TIE @ 16" O.C. VERT 13a DETAIL @ GM VEST. RECLAIMED BRICK PEDESTAL 1 1/2" 3 7/8" 7/8" 3 5/8" 7/8" 7 5/8" A2.4 EQ 11' - 4" EQ 8' 10" 2'6" 2' 6" STRUCTURAL COLUMN REF STRUCT DWGS A2.3 11 BEAM ABOVE SPLIT ARCH ABOVE IN-GROUND LIGHTING - REF ELEC DWGS 1' 0" 6' 10" 1' 0" EQ EQ IN-GROUND "RAILROAD TRACK-LIKE" ELEMENTS - REF CIVIL THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 3/14/2012 12:11:03 PM C:\Revit Projects Local Files\Walmart\10-097S Washington (Georgia Ave)\5968_Washington(Georgia Ave),DC_A_V12_JE.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A2.4 ARCH ASSEMBLYTYPE 2 & 3 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 N.T.S. 2 ISOMETRIC - SPLIT ARCH ASSEMBLY N.T.S. 3 ISOMETRIC - SPLIT ARCH PRECAST ONLY N.T.S. 1 ISOMETRIC - SPLIT ARCH (EXPLODED) 1/2" 1'-0" 6 SECTION - SPLIT ARCH PRECAST ASSEMBLY 1/2" = 1'-0" 4 SECTION - SPLIT ARCH ASSEMBLY 1/2" = 1'-0" 5 SPLIT ARCH CONNECTION DETAIL N.T.S. 8 ISOMETRIC - INTERIOR VESTIBULE ARCH 3/8" 1'-0" 9 INT. VESTIBULE ARCH ELEVATION 1" 1'-0" 10 DETAIL @ VEST. ARCH LINTEL 1" = 1'-0" 11 DETAIL @ VEST. ARCH PEDESTAL 1 1/2" = 1'-0" 12 DETAIL - ARCH CORNER CONDITION 1" = 1'-0" 13 DETAIL @ VEST. ARCH PEDESTAL CONNECTION 1/2" = 1'-0" 7 SPLIT ARCH PLAN NOTE: REF STRUCT DWGS FOR MOMMENT CONNECTION @ FOOTING & FOOTING SIZE AND LOCATION (QUIK BRIK PARTIALLY SHOWN) (QUIK BRIK NOT SHOWN) (RECLAIMED BRICK PARTIALLY SHOWN) 1 1 1 1 1 1 1 1 1 03/09/12REV #2 1 1 1 1 1 1 1 1 1 1 BID SET. NOT FOR CONSTRUCTION.

100'-0" FF EL 94'-8" BOTTOM OF PRECAST 5.6 1'-0" 1'-6" 7" 6" 3 1 2 3 1 2 5" 2" 1 2 1 2 1 11" 4 3 4 1'-81 2 FLASHING PRECAST CAP WITH DOWELS CONC. SLAB WITH METAL DECK SEE STRUCT. DRAWING DRIP (TYP) DOVETAIL ANCHOR @ 16" O.C. VERT. AND HORZ. EMSEAL SLOPE 12"X4"X16" QUIK-BRIK WITH MASONRY FILL INSULATION TYPICAL 4"X4"X16" QUIK BRIK VENEER 3" SPRAY ON FIREPROOFING THRU WALL FLASHING GROUT SOLID CONTINUOUS SEALANT PRECAST SILL BLOK FLASHING PAN PROVIDE FULL HEIGHT EMSEAL AT VERT. END STEEL ANGLE SEE STRUCTURAL DWG 1'-8 X 1'-10" GARAGE GATE HOOD GROUT SOLID GROUT SOLID MORTAR NET GROUT CELL SOLID 5.6 5" 1'-11 1 2 1'-0" 2" 1'-6" 2" 4" 4" 3 5 8 1'-3 5 8 3 1 2 7 7" BASE 1 2 5 38'-8" M.O. 8" 4'-4" 39'-7" DOOR O. 1 2 5 1 2 25 8 1'-8 1 2 1 2 1 2 RECESS GARAGE GATE GUIDE CONTINUOUS FULL HEIGHT EMSEAL GARAGE EXIT ALIGN CONC. FOUNDATION WALL SEE STRUCT. DWG PRECAST BASE BELOW TYPICAL 4"X4"X16" QUIK BRIK VENEER DOVETAIL ANCHOR @ 16" O.C. VERT. AND HORZ. CORNER MASONRY TIES 4"X4"X12" QUIK BRIK VENEER CUT UNIT PUMP ROOM GROUT SOLID 3/8" EXPANSION BOLTS @ 3'-0" O.C. MAX. GARAGE GATE HOOD ABOVE 88'-4" TOP OF PRECAST 5.6 1 2 RECESS 2" 7" 1'-6" 1 2 3 1'-6" 17 8 2" TYPICAL 4"X4"X16" QUIK BRIK VENEER DOVETAIL ANCHOR @ 16" O.C. VERT. AND HORZ. PRECAST BASE GROUT SOLID DOVETAIL SLOT @ 16" O.C. VERT. FOUNDATION WALL SEE STRUCTURAL DWG PRECAST BASE ANCHOR BY PRECAST MANUF. RECESSED BRICK BAND REF DETAIL QUIK BRIK 4" SOLID VENEER STACKED BOND SIDES ONLY RECESSED BRICK BAND REF DETAIL PRECAST PEDESTAL BASE QUIK BRIK 4" SOLID VENEER RUNNING BOND FRONT & REAR QUIK BRIK 4" SOLID VENEER RUNNING BOND FRONT & REAR BONDED JOINT -TYP 2" CHAMFER @ PRECAST PEDESTAL ALL AROUND TYP PRECAST CONC. ARCH HEADKNOCK BAR REF DETAIL SIGN BY OTHERS A2.5 6 1 AG-903 1 AG-903 ONE-PIECE PRECAST ARCH TOP 2-PIECE PRECAST ARCH BASE & PEDESTAL QUIK BRIK 4" SOLID VENEER RUNNING BOND FRONT & REAR BOND JOINT TYP QUIK BRIK 4" SOLID VENEER RUNNING BOND FRONT & REAR SIGN REF. SIGN DETAILS ONE-PIECE PRECAST ARCH TOP RECESSED ELECTRICAL RACEWAY OVERHEAD KNOCKER BAR BY OTHERS REF DETAIL A2.5 RECESSED BRICK BAND REF DETAIL RECESSED BRICK BAND REF DETAIL PRECAST PEDESTAL BASE QUIK BRIK 4" SOLID VENEER RUNNING BOND FRONT & REAR QUIK BRIK 4" SOLID VENEER RUNNING BOND FRONT & REAR 2" CHAMFER @ PRECAST PEDESTAL ALL AROUND TYP ONE-PIECE PRECAST CONC. ARCH TOP (3) 16" QUIK BRIK TYP (2) 16" QUIK BRIK & (2) CUT 8" QUIK BRIK -TYP 5' 5 3/8" 12' 8 5/8" 18'2" 5" 4' 8 3/8" 4' 4" 39' 0" 4' 4" 47' 8" FOOTING REF STRUCT (2) 8" PVC TUBES TO BE 8' 2" ABOVE FINISHED DRIVE ISLE. TUBE TO BE PAINTED BLACK. 3" TALL, WHITE LETTERS TO INIDICATE "8'-2" CLEARANCE" REF EXTERIOR ELEVATIONS FOR BAR SPACING, LENGTH & MOUNTING HEIGHT. REF AG-903 FOR MOUNTING DETAILS 10" 4" 7' 0" 1'0" SIGNAGE REF A2.7 NOTE: REF STRUCT DWGS FOR MOMMENT CONNECTION @ FOOTING & FOOTING SIZE LOCATION A2.3 10 A2.3 10 6' 0" 4 B.C. 1' 4" 4" 10 B.C. 3'4" 4" 4 B.C. + 1 JT 1'4 3/8" 92' 6"T.O.FOOTING LIGHTING REF ELEC DWGS LIGHTING REF ELEC DWGS 10" 1 AG-903 RECESSED BRICK BAND REF DETAIL SIM RECESSED BRICK BAND REF DETAIL PRECAST PEDESTAL BASE QUIK BRIK 4" SOLID VENEER RUNNING BOND FRONT & REAR QUIK BRIK 4" SOLID VENEER RUNNING BOND FRONT & REAR 2" CHAMFER @ PRECAST PEDESTAL ALL AROUND TYP ONE-PIECE PRECAST CONC. ARCH WITH CAP SIGN REF SIGN DETAILS QUIK BRIK 4" SOLID VENEER STACKED BOND SIDES ONLY A2.5 6 BOND JOINT TYP. RECESSED ELECTRICAL RACEWAY RECESSED BRICK BAND REF DETAIL HEADKNOCK BAR REF DETAIL REF SIGNAGE LIGHTING REF ELEC DWGS 2' 4" 2" 2' 0" 2" TYP 11 A2.3 1 AG-903 11 A2.3 RECESSED BRICK BAND QUIK BRIK 4" SOLID VENEER RUNNING BOND FRONT & REAR ONE-PIECE PRECAST CONC. ARCH WITH DRIP SIGN BY OTHERS RECESSED WIRE RACEWAY A2.3 10 SIGNAGE LIGHTING REF ELEC DWGS DOVE TAIL ANCHOR 16" O.C. VERT & HORIZ. DOVETAIL SLOT @ 16" O.C. HORIZ. HEADKNOCK BAR BRACKET - REF 1 AG-903 SIGN BY OTHER ELECTRICAL PULL BOX RECESSED IN PRECAST ARCH RECESSED JUNCTION BOX RECESSED RACEWAY JUNCTION BOX TO BUILDING SERVICE CONC FOUNDATION WALL REF STRUCT DWGS PRECAST CONC ARCH TOP & BASE REF CONC PRECAST PEDESTAL & BASE RECESSED BRICK BAND REF DETAIL SIM QUIK BRIK 4" SOLID VENEER RUNNING BOND FRONT & REAR 2" CHAMFER @ PRECAST PEDESTAL ALL AROUND TYP RECESSED BRICK BAND REF DETAIL A2.3 10 FRONT VIEW REAR VIEW A2.3 10 A2.5 11 RECESSED BRICK BAND REF DETAIL RECESSED BRICK BAND REF DETAIL PRECAST PEDESTAL BASE QUIK BRIK 4" SOLID VENEER RUNNING BOND QUIK BRIK 4" SOLID VENEER RUNNING BOND 2" CHAMFER @ PRECAST PEDESTAL ALL AROUND TYP PRECAST CONC. ARCH CAP & BASE (3) 16" QUIK BRIK 11 A2.5 12 A2.5 A2.3 10 A2.3 10 3'7 1/8" 4 B.C. 1' 4" 4" 4 B.C. 1'4" 4" 4 B.C. 1'4" 4" 4 B.C. + 1 JT 1'4 3/8" 4' 8 3/8"14 B.C. + 1 JT 4' 6" 4' 8" 2" 4' 4" 2" 2" 4' 4" 12" QUIK BRIK CUT UNIT 2 A3.2 84' 1/2" 1/2" 1 0.8 5 -A2.5 A2.5 4' 4" 39' 0" 4' 4" 7 -A2.7 14 -A2.7 G PARKING ENTRY ARCH 47'8" 2' 4" 13' 5" 3' 5" 3.57° LIGHTING REF ELEC DWGS LIGHTING REF ELEC DWGS QUIK BRIK 4" SOLID VENEER RUNNING BOND FRONT & REAR ONE-PIECE PRECAST ARCH TOP RECESSED ELECTRICAL RACEWAY OVERHEAD KNOCKER BAR BY OTHERS REF DETAIL SIGNS REF SHEET A2.7 LIGHTING REF ELEC DWGS CONDUIT SIGN AT FRONT SIDE OF ARCH REF A2.7 3 RECESSED ELECTRICAL RACEWAY LIGHTING TYP OF 4 REF ELEC DWGS AG-903 THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 3/14/2012 12:11:21 PM C:\Revit Projects Local Files\Walmart\10-097S Washington (Georgia Ave)\5968_Washington(Georgia Ave),DC_A_V12_JE.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A2.5 ARCH ASSEMBLYTYPE 4 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 N.T.S. 1 ISOMETRIC - PARKING ENTRY ARCH ASSEMBLY N.T.S. 2 ISOMETRIC - PARKING ENTRY ARCH ASSEMBLY (EXPLODED) 3/8" 1'-0" 5 ELEVATION @ PARKING ENTRY ARCH 1/2" 1'-0" 3 SECTION @ PARKING ENTRY ARCH 1" 1'-0" 6 SIGN @ PRECAST ARCH N.T.S. 10 ISOMETRIC - GARAGE ARCH PEDESTALS 3/8" 1'-0" 9 ELEVATION @ GARAGE ENTRY ARCH 1 1/2" 1'-0" 11 SECTION @ GARAGE ENTRY ARCH HEAD 1/2" = 1'-0" 12 SECTION @ GARAGE ENTRY ARCH JAMB 1/8" = 1'-0" 7 PARKING ENTRY ARCH PLAN WIRE RACEWAY ILLUSTRATION (QUIK BRIK NOT SHOWN) N.T.S. 8 ISOMETRIC - PARKING ENTRY ARCH - REAR SIGN & LIGHTING (QUIK BRIK PARTIALLY SHOWN) (QUIK BRIK PARTIALLY SHOWN) (QUIK BRIK PARTIALLY SHOWN) 1 1 03/09/12REV #2 1 1 1 1 1 1/2" = 1'-0" 4 SECTION @ GARAGE ARCH PEDESTAL BID SET. NOT FOR CONSTRUCTION.

A2.6 8" M.O. 20' 0" 8" 7'8" PRECAST CONC. ARCH MAPES PANEL SYSTEM INFILL STEEL BEAM HEAD BEHIND PANEL REF STRUCT DWGS ALUM. DOOR SYSTEM PER SCHEDULE STEEL BEAM REF STRUCT DWGS FOR SIZE AND LOCATION STEEL COLUMN REF STRUCT DWGS RECLAIMED BRICK 6 A2.6 R 35'6" 21' 4" 8'2 5/8" 9'8 1/4" B STRUCTURAL BEAM REF STRUCT DWGS RECLAIMED BRICK BOTH SIDES BRICK TIES EVERY 16" O.C. VERT & HORIZ. PRECAST CONC. ARCH @ PARKING VESTIBULE ENTRANCE TUBE STEEL REF STRUCTURAL DWGS SHAPED RECLAIMED BRICK AS REQUIRED BOTH SIDES VARIES 8 1/2" DOOR SYSTEM PER SCHEDULE MAPES PANEL SYSTEM COLOR TO MATCH DOOR SYSTEM BELOW PARKING GARAGE VESTIBULE MAPES PANEL SYSTEM COLOR TO MATCH DOOR SYSTEM BELOW PRECAST CONC. ARCH BEYOND 3-5/8" METAL STUDS @ 16" O.C. 3-5/8" METAL TRACK FIRE PROOFING REF SPECS & SHEET F1 FOR RATINGS 3" Z-TAB TYP 1/2" SHEATHING RECLAIMED BRICK COURSING THIS SIDE TO STOP 4" ABOVE DROPPED CLG 2" EQ EQ SCHEDULED CEILING 1' 1"1' 1" 1 1/2" PRECAST CONC. ARCH RECLAIMED BRICK VENEER GWB & METAL STUD SOFFIT REF DETAIL MAPES PANEL SYSTEM INFILL COLOR TO MATCH DOOR PER SCHEDULE SIGNS BY OTHERS GWB & METAL STUD SOFFIT REF DETAIL THIS SHEET LIGHTING REF ELEC DWGS. TYP OF @ THIS ELEVATION A2.6 RECLAIMED BRICK BOTH SIDES OVER METAL STUD INFILL STEEL BEAM REF STRUCT DWGS FOR SIZE AND LOCATION PRECAST CONC ARCH METAL STUD INFILL MAPES PANEL SYSTEM BOTH SIDES & BOTTOM ALUMINUM DOOR SYSTEM PER SCHEDULE TUBE STEAL BEAM REF STRUCT DWGS TUBE STEAL COLUMN REF STRUCT DWGS METAL TRACK B STAIR REF PLANS & VC1.3 RAILING HEIGHT TO BE MIN 42" A.F.F. STEEL CHANNEL REF STRUCT DWGS FIRE PROOFING REF SPECS & SHEET F1 FOR RATING RECLAIMED BRICK STRUCTURAL STEEL REF STRUCT DWGS SLAB REF STRUCT. DWGS 3" Z-TAB A2.4 13 STRUCT. BEAM REF STRUCT DWGS FIRE PROOFING - REF SPECS GWB SOFFIT SIGN BY OTHERS 3" Z-TAB A2.6 12 5' 10" A2.6 13 3-5/8" METAL STUD INFILL AT STRUCT BEAM @ 16" O.C. 1/2" SHEATHING 3-5/8" METAL STUD FRAMING @ 16" O.C. 1' 6" 9'-10" A.F.F. MASONRY TIES @ 16" O.C. VERT & HORIZ. RECESSED LIGHT FIXTURE REF ELEC DWGS GWG & STEEL FRAMED SOFFIT RECLAIMED BRICK BOTH SIDES CONC SLAB REF STRUCT DWGS FIRE PROOFING REF SPECS & SHEET F1 FOR RATING STEEL BEAM REF STRUCT DWGS STEEL BEAM REF STRUCT DWGS RECESSED LIGHT FIXTURE REF ELEC DWGS METAL PAN STAIR STEEL CHANNEL STRINGER REF STRUCT DWGS METAL PAN STAIR REF STRUCT DWGS STEEL CHANNEL AT SLAB OPENING REF STRUCT FINISHED SLAB OVER METAL DECKINGREF STRUCT DWGS STEEL BEAM REF STRUCT DWGS RECLAIMED BRICK FIRE PROOFING REF SPECS & SHEET F1 FOR RATING 3-5/8" METAL STUDS @ 16" O.C. & TRACK INFILL AT STEEL BEAM 3" Z-TAB RAILING REF DWG "VC1" 1/2" SHEATHING @ STUD INFILL COMPRESSABLE FILLER MASONRY TIES @ 16" O.C. VERT & HORIZ. 1' 1/2" 1/2" X 5/8" Z-EDGE BEAD CORNER BEAD (TYP.) 1/2" GYPSUM BOARD SOFFIT 1/2" GYPSUM BOARD C3-5/8" X 1-5/8" METAL STUDS @ 16" C/C FIRST FLOOR 100' 0" 4.6 6" STUD BRACING @ 16" O.C. 6" STUDS @ 16" O.C. DROP CEILING AS SCHEDULED STRUCT BEAM REF STRUCT DWGS GYPSUM BOARD AND METAL STUD SOFFIT FIRE PROOFING REF SPECS & SHEET F1 FOR RATING STRUCT SLAB REF STRUCT DWGS STEEL CHANNEL @ STAIR/ESCALATOR OPENING REF STRUCT DWGS 3" Z-TAB RAILING @ VESTIBULE LOBBY REF VC DWGS MIN 6" HORIZ. CAP BY CURTAIN WALL MANUF. SEE 11/A8.3 SIM A2.6 15 BLOCKING AS REQUIRED 2" STRUCT SLAB REF STRUCT DWGS CONC MANSONRY UNITS REF STRUCT DWGS STRUCT BEAM REF STRUCT DWGS METAL STUD & GYPSUM SOFFIT W/3-5/8" METAL STUD FRAMING @ 16" O.C. FIREPROOFING REF SPECS & SHEET F1 FOR RATING RECLAIMED BRICK ELEVATOR SHAFT PARKING VENDING MACHINE N.I.C. SHOWN FOR REFERENCE ONLY CEILING AS SCHEDULED SIGN REF A2.7 A2.6 13 MASONRY REINFORCEMENT SYSTEM @ 16" O.C. VERT FIRST FLOOR 100' 0" PARKING LEVEL 86' 0" 7 A2.6 6' 0" 1'6" 1' 3 5/8" 2' 2" RECLAIMED BRICK CONC COLUMN REF STRUCT DWGS CONC MASONRY UNITS REF STRUCT DWGS PARKING VENDING MACHINE N.I.C. SHOWN FOR REFERENCE ONLY RECLIAMED BRICK METAL PAN STAIR REF STUCT & VC DWGS HSS COLUMN REF STRUCT DWGS 5'4" 3' 0" FIRST FLOOR 100' 0" 4.6 4.6 RECLAIMED BRICK BEYOND METAL STUD & 1/2" GYP FURRING CONC COLUMN REF STRUCT DWGS STEEL BEAM REF STRUCT DWGS STRUCT DECK AND SLAB REF STRUCT DWGS 1-1/2" METAL STUD & 1/2" GYP BOARD SOFFIT ALIGN GYP & STUD FURRING @ COLUMN WITH SOFFIT ABOVE HORIZ. CAP BY CURTAIN WALL MANUF. SEE 11/A8.3 SIM A2.6 15 TUBE CART BARRIER OPP. HAND STEEL CHANNEL AT SLAB OPENING REF STRUCT DWGS GUARDRAILING FACE OF GYP BOARD FASCIA TO BE SET BACK 1" FROM BRICK FACE HORIZ. MULLION CAP BY CURTAIN WALL MANUF. SEE 11/A8.3 SIM VESTIBULE STAIR PARKING VENDING MACHINE N.I.C. SHOWN FOR REFERENCE ONLY NOT TO SCALE METAL BOTTOM RUNNER 1/2" GYP BOARD HORIZ MULLION CAP BY CURTAIN WALL MANUF. - SEE 11/A8.3 SIM 1/2" GYP BOARD 6" METAL STUD @ 16" O.C. 5 3/8" 2" RECLAIMED BRICK HOIST WAY CMU WALL PRECAST CONC LINTEL 1/2" HOLLOW METAL FRAME SEALANT SHAFT VESTIBULE MASONRY LINTEL REF STRUCT DWGS HEAD 5 1/8" FIRE STOP TYP ADJUSTABLE MASONRY TIE @ 16" O.C. VERT RECLAIMED BRICK PRECAST CONC LINTEL HOLLOW METAL FRAME ELEVATOR DOORS PRECAST PEDESTAL TUBE CART BARRIER NOT TO SCALE MIN 4" 4.2 4.3 B 1' 6" RECLAIMED BRICK TUBE STEEL COLUMN REF STRUCTURAL DWGS FOR SIZE AND LOCATION ALUM. DOOR SYSTEM PER SCHEDULE CONC. COLUMN REF STRUCT. DWGS 6" METAL STUD AND TRACK 8" & (1) 2" BRICK PER COURSE ALTERNATE 2" BRICK INSIDE/OUTSIDE LOCATION DOVETAIL ANCHOR @ 16" O.C. VERT & HORIZ TYP CORNER Z-CLIP TIE 4' 4" 1' 4" TUBE CART BARRIER BELOW TYP 4" TYP 4" 3 5/8" 5/8" 7 5/8" 5/8" 3 5/8" CORNER Z-CLIP TIE 2' 2" 8" CMU W/ MASONRY TIE & REINF. SYSTEM @ 16" O.C. VERT. BRICK TIE @ 16" O.C. VERT & HORIZ. THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 4/3/2012 2:45:49 PM C:\Revit Local Project Files\Walmart\10-097S Georgia Ave\5968_Washington(Georgia Ave),DC_A_V12_jws.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A2.6 VARIOUS ARCH ASSEMBLY & RECLAIMED BRICK DETAILS 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/4" 1'-0" 2 ELEVATION - PARKING VESTIBULE 3/4" = 1'-0" 3 DETAIL - HEAD @ PARKING VESTIBULE ARCH N.T.S. 1 ISOMETRIC - LOWER LEVEL VEST. - GARAGE SIDE N.T.S. 5 ISOMETRIC - PARKING VESTIBULE DOOR 1/2" 1'-0" 11 DETAIL - RECLAIMED BRICK @ SLAB OPENING N.T.S. 10 ISOMETRIC - RECLAIMED BRICK @ SLAB OPENING 1/2" = 1'-0" 12 DETAIL - RECLAIMED BRICK & SLAB OPENING 1/2" = 1'-0" 13 DETAIL - SOFFIT @ RECLAIMED BRICK 3/4" = 1'-0" 9 SOFFIT DETAIL 1/2" = 1'-0" 8 DETAIL SECTION @ REFRESHMENT VENDING 1/2" = 1'-0" 7 DETAIL SECTION @ PARKING VENDING 3/4" = 1'-0" 4 ENLARGED PLAN - PARKING VENDING W/ RECLAIMED BRICK 1/2" = 1'-0" 14 SECTION @ VESTIBULE COLUMN N.T.S. 15 MULLION CAP N.T.S. 16 ELEVATOR OPENING 1" = 1'-0" 6 DOOR JAMB @ PARKING LVL VEST. 1 1 1 1 03/09/12REV #2 (RECLAIMED BRICK PARTIALLY SHOWN) 1 1 1 BID SET. NOT FOR CONSTRUCTION.

VARIES BO SIGN DO NOT USE PRIMARY HOLE AT UPPERMOST SPARK VARIES SIGN MOUNTING LOCATIONS FIELD VERIFY EXACT LOCATIONS TYP ELECTRICAL PENETRATIONS FIELD VERIFY EXACT LOCATIONS TYP ALTERNATE SIGN MOUNTING LOCATIONS. FIELD VERIFY EXACT LOCATIONS TYP NOTE TO SIGN INSTALLER: ALL PRIMARY MOUNTING HOLES MUST BE UTILIZED IF MOUNTING THROUGH PRIMARY HOLE IS OBSTRUCTED BY REBAR, METAL STUDS, CHANNELS, OR OTHER MISC METAL, SEAL PRIMARY HOLE IN SIGN CAN AND MOUNT THROUGH THE NEAREST ALTERNATE MOUNTING HOLE. PRIMARY HOLES ARE INDICATED WITH PREDRILLED HOLES THROUGH WASHERS. ALTERNATE HOLES ARE INDICATED WITH WASHERS ONLY OR ARE OTHERWISE MARKED. NOTE: ALL QUICK BRIK CELLS BEHIND SIGN ARE REQUIRED TO BE GROUTED. STRUCTURAL TO COORDINATE WITH LOCATION OF SIGNS. 198.25 S.F. TYP 30'-53 4 23'-5" 1'-2 5'-10" 6'-6 1 2 1'-0 1 4 4'-6" 1'-0 1 4 111 2 65 8 " 414"65 8 4 60°TYP 2'-158 61.33 S.F. TYP 16'-111 8 13'-0 81 4 3'-27 8 3'-7 5 8 6 7 8 2'-6" 6 7 8 6 5"414"238"3 22 60°TYP 1'-2 1 4 REF BLDG EL BO SIGNAGE 1 4 1 4 SIGN CAN WITH .080 ALUMINUM BACKING BY SIGN SUPPLIER 1" DIAMETER VINYL SPACER TO PREVENT COMPRESSION OF WALL PANEL SYSTEM BY SIGN INSTALLER PRE MOLDED PIPE FLASHING. ATTACH PER ROOFING MFR RECOMMENDATIONS BY BUILDING GENERAL CONTRACTOR 4"x4" JUNCTION BOX. ATTACH TO UNISTRUT BY BUILDING GENERAL CONTRACTOR 1/2" FLEX CONDUIT 20' LONG SUPPLIED IN SIGN CAN- CONTINUOUS THROUGH ENTIRE PARAPET. BY SIGN INSTALLER SEALANT ALL AROUND BY BUILDING GENERAL CONTRACTOR 6"x6" STEEL PLATE AT EACH SIGN LETTER ATTACHMENT. ATTACH STEEL PLATE 48" OC WITH (4) 1/2" MASONRY EXPANSION ANCHOR THROUGH PLATE. SET PLATE IN FULL BED OF SEALANT. NOTE, UNISTRUT MAY BE ABOVE OR BELOW WIRE PENETRATION BY BUILDING GENERAL CONTRACTOR QUIK BRIK ALL CELLS BEHIND SIGN ARE REQUIRED TO BE GROUTED 1/2" DIAMETER THREADED ROD SET IN EPOXY ADHESIVE WITH 4 1/2" EMBEDMENT INTO GROUT FILLED QUIK BRIK LOCATE PER SIGN LAYOUT BY SIGN INSTALLER QUIK BRIK WITH GROUTED CELLS 3" NEOPRENE/SS BONDED WASHER AND NUT IN BED OF CONTINUOUS MULTI-COMPONANT SEALANT BY SIGN INSTALLER PRIOR TO INSTALLATION OF THE CONDUIT, FILL PREDRILLED HOLE THROUGH QUIK BRIK AND SIGN WITH CONTINUOUS MULTI-COMPONENT SEALANT BY SIGN INSTALLER 6' 7" 7' 1" 7' 1" 5' 6" FRAMING @ VESTIBULE ENTRANCE REF STRUCT DWGS SIGN SIZE TYPE REF SCHEDULE 4' 8" 26' 3" 6' 3" STEELCHANNEL REF STRUCT DWGS. HSS POSTS REF STRUCT DWGS 2 A2.7 HSS BEAMS REF STRUCT DWGS WALMART SIGN TYPE-I REF. SCHEDULE MEZZANINE 112' - 0" STEEL CHANNEL REF STRUCT DWGS. PAINT TO MATCH SURROUNDING STRUCTURE HSS REF STRUCT DWGS. PAINT TO MATCH SURROUNDING STRUCTURE SIGN BY OTHERS 4" JUNCTION BOX STRUCTURAL CHANNEL AT ENTRANCE VESTIBULE REF STRUCT DWGS UNISTRUT MOUNTING BRACKET SIGN SIZE TYPE REF SCHEDULE FRAMING @ VESTIBULE ENTRANCE REF STRUCT DWGS EQ NOTE: SIGN TO BE LEFT/RIGHT CENTERED ON ROOF ELEMENT EQ 9 A2.7 1' 0" NOTE: FINAL HEIGHT OF LETTER AND SQUARE FOOTAGE SUBJECT TO REQUIREMENTS 1' 0" 2' 8" 8" A2.5 1' 5" 2'6" PRECAST CONC ARCH REF A2.5 SIGN SIZE TYPE II REF SCHEDULE QUIK-BRIK MOUNTING SURFACE REF DETAILS THIS SHEET 1'0" NOTE: FINAL HEIGHT OF LETTER AND SQUARE FOOTAGE SUBJECT TO REQUIREMENTS 1' 6" 2' 1" 2' 1/2" 6' 11" SIGN LIGHTING REF ELEC DWGS 1'0" 6' 0" 4" 3' 8" 1' 2" 1' 2" SIGN LIGHT REF ELEC DWGS EQ EQ 1' 0" GUARDRAIL REF ARCHIECTURAL VC SHEETS STEEL CHANNEL REF STRUCT DWGS METAL STUD & GYP BOARD SOFFIT HORIZ. CAP BY CURTAIN WALL MANUF. A2.6 15 1' 8" 1' 4" 5'0" SURFACE MOUNTED BRONZE PLAQUE WITH 1/2" TALL, RAISED LETTERING. WORDING TO BE DETERMINED PRIOR TO CONSTRUCTION PROVIDE SHOP DRAWINGS RECLAIMED BRICK PRECAST CONC PEDESTAL T.O.SIGNAGE 98'-10" 3' 4" 8' 0" 1'0" 9" BACKGROUND COLOR PER SIGNAGE SCHEDULE COLOR PER SIGNAGE SCHEDULE COLOR PER SIGNAGE SCHEDULE NOTE: FONT TYPE AND COLOR PER WALMART STANDARD, REF TO SCHEDULE. QUIK BRIK MASONRY WALL THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 3/14/2012 12:12:43 PM C:\Revit Projects Local Files\Walmart\10-097S Washington (Georgia Ave)\5968_Washington(Georgia Ave),DC_A_V12_JE.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A2.7 SIGNAGE 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/4" = 1'-0" 12 PLAN - ENTRANCE SIGN N.T.S. 1 ENTRANCE SIGN 1/4" = 1'-0" 8 ELEVATION - ENTRANCE SIGN 1" = 1'-0" 2 SECTION - ENTRANCE SIGN 3/16" = 1'-0" 11 ELEVATION - ENTRANCE SIGN @ VESTIBULE 1/4" = 1'-0" 10 TYPICAL SIGN MOUNTING 1/4" 1'-0" 3 SIGN SIZE TYPE I 1/4" = 1'-0" 4 SIGN SIZE TYPE II 1 1/2" = 1'-0" 9 TYPICAL SIGN MOUNTING DETAIL 3/8" = 1'-0" 7 ENTER / EXIT SIGNAGE SIGNAGE SCHEDULE DESCRIPTION LOCATION QTY NAME AREATYPE COMMENTSCOLORILLUMINATEDDETAIL REF DELIVERY SIGN @ LOADING-LETTERING-LEFT MISSOURI AVE 1SIGN @ LOADING ENTRY LEFT 11 SF N/A WHITE NO13/A2.7 DELIVERY SIGN @ LOADING-LETTERING-RIGHT MISSOURI AVE 1SIGN @ LOADING ENTRY RIGHT 11 SF N/A WHITE NO13/A2.7 O.H. DELIVERY SIGN @ LOADING-BACKGROUND-LEFT MISSOURI AVE 1SIGN @ LOADING ENTRY LEFT 54 SF N/A BLUE NO13/A2.7 DELIVERY SIGN @ LOADING-BACKGROUND-RIGHT MISSOURI AVE 1SIGN @ LOADING ENTRY RIGHT 54 SF N/A BLUE NO13/A2.7 O.H. 130 SF WALMART SIGN @ MAIN ENTRY GEORGIA AVENUE 1SIGN-MAIN ENTRY-WM 201 SF TYPE WHITE YES2/A2.7 & 3/A2.7 WALMART SPARK @ MAIN ENTRY GEORGIA AVENUE 1SIGN-MAIN ENTRY-SPARK 43 SF TYPE YELLOW YES2/A2.7 & 3/A2.7 245 SF WALMART SIGN ON BLDG SIDE-WALL PEABODY STREET 1SIGN-SIDEWALL-WM 87 SF TYPE II WHITE YES4/A2.7 WALMART SPARK ON BLDG SIDE-WALL PEABODY STREET 1SIGN-SIDEWALL-SPARK 19 SF TYPE II YELLOW YES4/A2.7 PARKING ARROWS ON BLDG SIDE-WALL PEABODY STREET 1SIGN-SIDEWALL-ARROW 8 SF N/A WHITE YES5/A2.7 PARKING SIGN ON BLDG SIDE-WALL PEABODY STREET 1SIGN-SIDEWALL-PARKING 33 SF N/A WHITE YES5/A2.7 148 SF WALMART SIGN @ PARKING ENTRY ARCH PEABODY STREET 1SIGN-PARKING ENTRY-WM 68 SF TYPE II WHITE YES14/A2.7 WALMART SPARK @ PARKING ENTRY ARCH PEABODY STREET 1SIGN-PARKING ENTRY-SPARK 19 SF TYPE II YELLOW YES14/A2.7 87 SF ENTER SIGN @ PARKING ENTRY ARCH PEABODY STREET 1SIGN-PARKING ENTRY-ENTER 10 SF N/A WHITE NO7/A2.7 EXIT SIGN @ PARKING ENTRY ARCH PEABODY STREET 1SIGN-PARKING ENTRY-EXIT 16 SF N/A WHITE NO7/A2.7 26 SF ADDRESS SIGN @ BUILDING CORNER GEORGIA AVENUE 1SIGN-ADDRESS NO. 16 SF N/A WHITE NO6/A2.7 16 SF REFRESHMENT SIGN @ PARKING VESTIBULE PARKING ENTRY VESTIBULE 1SIGN-REFRESHMENTS 12 SF N/A WHITE NO19/A2.7 & 1/A2.6 REFRESHMENT SPARK @ PARKING VESTIBULE PARKING ENTRY VESTIBULE 1SIGN-REFRESHMENT SPARK 4 SF N/A YELLOW NO19/A2.7 & 1/A2.6 16 SF WALMART SIGN @ PARKING VESTIBULE ENTRY PARKING ENTRY VESTIBULE 1SIGN-PARKING VESTIBULE ENTRY-WM 56 SF TYPE II WHITE NO7/A5.2 & 11/A2.6 WALMART SPARK @ PARKING VESTIBULE ENTRY PARKING ENTRY VESTIBULE 1SIGN-PARKING VESTIBULE ENTRY-SPARK 15 SF TYPE II YELLOW NO7/A5.2 & 11/A2.6 71 SF DIRECTION SIGN @ PARKING ENTRY ARCH (REAR) PEABODY STREET 1SIGN-DIRECTIONAL SIGN01 13 SF N/A WHITE NO15/A2.7 DIRECTION SIGN @ PARKING ENTRY ARCH (REAR) PEABODY STREET 1SIGN-DIRECTIONAL SIGN02 13 SF N/A WHITE NO16/A2.7 25 SF PARKING LEVEL SIGN @ MAIN VESTIBULE ESCALATORSVESTIBULE 1PARKING LEVEL 36 SF N/A BLACK NO17/A2.7 36 SF HISTORIC PLAQUE @ MAIN VESTIBULE VESTIBULE 1HISTORIC PLAQUE 5 SF N/A N/A NO18/A2.7 5 SF Grand total 805 SF 1/4" 1'-0" 19 REFRESHMENT 3/8" = 1'-0" 14 SIGN @ PARKING ENTRY ARCH 3/8" 1'-0" 6 ADDRESS SIGN 3/8" = 1'-0" 5 PARKING SIGNAGE 1/2" = 1'-0" 16 DIRECTIONAL SIGN 1/2" = 1'-0" 15 DIRECTIONAL SIGN 3/8" = 1'-0" 17 PARKING LEVEL SIGN 3/4" = 1'-0" 18 COMMEMORATIVE PLAQUE 1/2" = 1'-0" 13 LOADING DOCK DELIVERY SIGN 1 1 03/09/12REV #2 1 1 SIGN TOTAL BID SET. NOT FOR CONSTRUCTION.

4 5 2' 8" 28' 0" 2' 8" 28' 0" 2' 8" 29' 8 3/4" EQ EQ EQ EQ EQ 27' 3" 27' 3" EQ EQ EQ EQ EQ 28' 3/4" EQ EQ EQ EQ EQ T.O. REINF. RETAINING WALL 13'8" 98'-6" T.O.CAP 103'-11" T.O.PIER 4' 0" 96'-6" B.O.STEEL DRIVE ISLE LIGHT BAR REF STRUCT DWGS 11' 5" 16' 7" TYP 4" MAX NOTE: ORNAMENTAL FENCE NOT TO EXCEED 50LBS PER SQ. FT. & 200LBS CONCENTRATED LOAD TYP 4" MAX GAP TYP A B C D 14' 8" 14' 0" CONTROL JOINT AT ONE SIDE OF EACH PILASTER TYP REF CIVIL DWGS WEEP HOLES 6' 0" O.C. REF CIVIL LINE OF BRICK SHELF OPPOSITE SIDE MIN 8" BELOW FINISH GRADE REF CIVIL DWGS LINE OF SOIL OPPOSITE SIDE REF CIVIL FOR FINAL ELEVATION TYP 8" MIN TYP 8" MIN TYP 8" MIN 2' 8" 12' 3" EQ EQ 11' 7" T.O. REINF. RETAINING WALL 13'8" 98'-6" T.O.CAP 103'-11" T.O.PIER 4' 0" TYP 4" MAX 4" MAX GAP A LINE OF BRICK SHELF OPPOSITE SIDE MIN 8" BELOW FINISH GRADE REF CIVIL DWGS LINE OF SOIL OPPOSITE SIDE REF CIVIL FOR FINAL ELEVATION 8" MIN WEEP HOLES 6' 0" O.C. REF CIVIL FIRST FLOOR 100' 0" PARKING LEVEL 86' 0" 2' 8" 28' 0" 2' 8" 28' 0" 2' 8" 28' 0" 2' 8" 28' 0" 2' 8" 27' 3" EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 27' 3" 27' 3" EQ EQ EQ EQ EQ 27' 3" EQ EQ EQ EQ EQ 4' 0" 4'0" 10 A2.8 11 A2.8 98'-6" T.O.CAP 101'-6" T.O.CAP 106-11" T.O.PIER 103'-11" T.O. PIER T.O. REINF. RETAINING WALL 12' 8" 8 A2.8 9 A2.8 NOTE: ORNAMENTAL FENCE NOT TO EXCEED 50LBS PER SQ. FT. & 200LBS CONCENTRATED LOAD TYP TYP 4" MAX 4" MAX GAP TYP 2 3 D E F G H 8' 0" 20' 0" CONTROL JOINT AT ONE SIDE OF EACH PILASTER TYP REF CIVIL DWGS CONTROL JOINT AT ONE SIDE OF EACH PILASTER TYP REF CIVIL DWGS WEEP HOLES 6' 0" O.C. REF CIVIL WEEP HOLES 8' 0" O.C. REF CIVIL LINE OF BRICK SHELF OPPOSITE SIDE MIN 8" BELOW FINISH GRADE REF CIVIL DWGS LINE OF SOIL OPPOSITE SIDE REF CIVIL FOR FINAL ELEVATION TYP 8" MIN TYP 8" MIN TYP 8" MIN H J EQ EQ EQ 20' 10 3/4" 20' 11" T.O. REINF. RETAINING WALL 13'8" 98'-6" T.O.CAP 4' 0" LINE OF SOIL OPPOSITE SIDE TYP 4" MAX NOTE: ORNAMENTAL FENCE NOT TO EXCEED 50LBS PER SQ. FT. & 200LBS CONCENTRATED LOAD TYP WEEP HOLES 6' 0" O.C. REF CIVIL FIRST FLOOR 100' 0" PARKING LEVEL 86' 0" 17' 0" EQ EQ EQ 16' 11" T.O. REINF. RETAINING WALL 13'8" 98'-6" T.O.CAP 4' 0" LINE OF SOIL OPPOSITE SIDE TYP 4" MAX WEEP HOLES 6' 0" O.C. REF CIVIL 3 PANEL WITH RINGS ORNAMENTAL METAL FENCE, REF SPEC. PRECAST CONC PILASTER CAP PRECAST CONC WALL CAP EXPOSTED CONC RETAINING WALL REF CIVIL DWGS 4"X4"X16" QUIK BRIK 4"X4"X16"QUIK BRIK @ PILASTER DRIVE ISLE SIDE RETAINING SIDE 4"X4"X16" QUIK BRIK CONC BRICK SHELF REF CIVIL DWGS 12"X8"X16" CMU 4"X8"X16" CMU 3'-0" 2'-0" 2' 8" EQ EQ EQ EQ EQ 101'-6" T.O.CAP T.O. REINF. RETAINING WALL 10' 8" 106'-11" T.O. PIER LINE OF BRICK SHELF OPPOSITE SIDE MIN 8" BELOW FINISH GRADE REF CIVIL DWGS LINE OF SOIL OPPOSITE SIDE REF CIVIL FOR FINAL ELEVATION 27' 3" 2' 8" 28' 0" EQEQEQ 12' 10" 13' 8" PARKING ENTRY ARCH NOTE: ORNAMENTAL FENCE NOT TO EXCEED 50LBS PER SQ. FT. & 200LBS CONCENTRATED LOAD TYP 4" MAX GAP TYP 1 H J CONTROL JOINT AT ONE SIDE OF EACH PILASTER TYP REF CIVIL DWGS WEEP HOLES 6' 0" O.C. REF CIVIL TYP 8" MIN PARKING LEVEL 86' 0" REF ELEVATIONS 10'8" REF ELEVATIONS 5'4" PRECAST CONC. PIER CAP FIN GRD, REF CIVIL FOOTING, REF STRUCT. 2' 0" 2" 12"x8"x16" CMU 4"x4"x16" QUIK BRIK PARAGRANULAR CANT FLUID APPLIED WATERPROOFING SYSTEM, ROOT BARRIER, & FELT (FABRIC 16oz/sy) SLOPED CONC. DRIVE ISLE 1/2" PMEJ w/ SEALANT BENTONITE WATERPROOFING SYSTEM AT PERMANENT SHORING TEMPORARY SHORING WHERE OCCURS BY CONTRACTOR REF CIVIL DWGS S.S. TERM BAR & SEALANT, SECURE EVERY 8"O.C. S.S. TERM BAR & SEALANT, SECURE EVERY 8"O.C. 4"X4"X16" QUIK BRIK PILASTER. BRICK REINF. SYSTEM TO BE 16" O.C. VERT & HORIZ. REINF CONC. RETAINING WALL REF CIVIL DWGS A2.8 12 4"x4"x16" QUIK BRIK 4"x8"x16" CMU VARIES 2" VARIES REF ELEVS PERVIOUS PAVERS REF CIVIL STONE AGGREGATE & 4" DIA. DRAINAGE PIPE - REF CIVIL FILTER FABRIC (4oz/sy) PARKING LEVEL 86' 0" 5'4" VARIES VARIES 1' 0"8" A3.4 7 SIM A2.8 13 PRECAST CONC. WALL CAP FIN GRD, REF CIVIL PARAGRANULAR CANT FLUID APPLIED WATERPROOFING SYSTEM, ROOT BARRIER, & FELT (FABRIC 16oz/sy) SLOPED CONC. PARKING SLAB 1/2" PMEJ w/ SEALANT PANEL WITH RINGS ORNAMENTAL METAL FENCE, REF SPEC. BENTONITE WATERPROOFING SYSTEM AT PERMANENT SHORING TEMPORARY SHORING WHERE OCCURS BY CONTRACTOR REF CIVIL DWGS S.S. TERM BAR & SEALANT, SECURE EVERY 8"O.C. S.S. TERM BAR & SEALANT, SECURE EVERY 8"O.C. 4"X4"X16" QUIK BRIK PILASTER BEYOND REF REINF CONC. RETAINING WALL REF CIVIL DWGS 4"X4"X16" QUIK BRIK PILASTER. BRICK REINF. SYSTEM TO BE 16" O.C. VERT & HORIZ. A2.8 10 EQ EQ FOOTING, REF STRUCT. 2' 0" VARIES REF ELEVS VARIES REF ELEVS WEEP HOLES REF CIVIL DWGS PERVIOUS PAVERS REF CIVIL STONE AGGREGATE & 4" DIA. DRAINAGE PIPE - REF CIVIL FILTER FABRIC (4oz/sy) 1 1/4" 1/8" x 2" x 1/2" x 1/2" SPLITTAIL STAINLESS STEEL ANCHOR 1/4" DIA. X 1 1/4" EXPANSION PIN (DRILL & SET) REINF CONC. WALL, REF CIVIL 4"x4"x16" QUIK BRIK 3/4" 3/4" 3/8" 2" 2" 3 1/2" 2 1/2" 3 PANEL WITH RINGS ORNAMENTAL METAL FENCE, REF SPEC. PROVIDE EPOXY SET IN COPING RAILING CORE REF FENCING MANUF. FOR EMBEDMENT DEPTH VARIES T.O.MASONY DRIP EDGE TYP ALL FOUR SIDES 2" 1' 4" 8" 8" 1' 0" EQ EQ 2' 0" 2" 2" 4 1/2" 2 1/2" 3/4"3/4" 3/8" 1 1/4" 1/8" 2" 2 1/2" 1/2" SPLIT-TAIL STAINLESS STEEL ANCHOR 1/4" DIA. X 1/4" EXPANSION PIN (DRILL & SET) 12" REINF. CMU, REF CIVIL 4"x4"x16" QUIK BRIK 4"x4"x16" QUIK BRIK VARIES T.O.MASONY DRIP EDGE TYP ALL FOUR SIDES 1' 0" 1' 0" 1' 8" A B C D E F G H 4"X4"X16" QUIK-BRIK 4"X8"X16" CMU REF STRUCT DWGS CONC RETAINING WALL REF STRUCT DWGS 4" 4" 8" 4" CONTROL JOINT AT ONE SIDE OF PILASTER TYP REF CIVIL DWGS 1'8" DOVE TAIL SLOT EVERY 16" O.C. HORIZ. DOVE TAIL ANCHOR @ 16" O.C. VERT & HORIZ. 2' 8" 1' 8" TYP 4" MAX 4"X4"X16" QUIK-BRIK 12"X8"X16" CMU GROUT PILASTER SOLID FULL HEIGHT - REF STRUCT DWGS PANEL WITH RINGS ORNAMENTAL METAL FENCE REF SPEC PRECAST CONC CAP TYP 4" MAX MASONRY TIES THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 4/2/2012 4:03:32 PM C:\Revit Local Project Files\Walmart\10-097S Georgia Ave\5968_Washington(Georgia Ave),DC_A_V12_jws.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A2.8 DRIVE ISLE RETAINING WALL ELEVS & DETAILS 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 3/16" = 1'-0" 4 DRIVE ISLE RETAINING WALL ELEV 04 3/16" = 1'-0" 3 D.I. RETN'G WALL ELEV 03 3/16" = 1'-0" 5 DRIVE ISLE RETAINING WALL ELEV 05 3/16" = 1'-0" 2 D.I. RETN'G WALL ELEV 02 3/16" = 1'-0" 1 D.I. RETN'G WALL ELEV 01 N.T.S. 7 ISOMETRIC - PILASTER @ DRIVE ISLE 3/16" 1'-0" 6 DRIVE ISLE RETAINING WALL ELEV 06 1/2" = 1'-0" 10 SECTION - DRIVE ISLE PILASTER 1/2" = 1'-0" 11 SECTION - DRIVE ISLE RETAINING WALL 3" = 1'-0" 13 RETAINING WALL CAP @ DRIVE ISLE 3" = 1'-0" 12 RETAING WALL PIER CAP @ DRIVE ISLE ELEVATION KEYPLAN 1 2 3 5 6 1 03/09/12REV #2 3/4" = 1'-0" 8 RETAINING WALL PILASTER (A) 3/4" = 1'-0" 9 RETAINING WALL PILASTER (B) 1 1 1 1 1 1 BID SET. NOT FOR CONSTRUCTION.

CRITICAL FROM TOP OF PARAPET

SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: Mar 16, 2012 10:00am USER jellard F:\All_Projects\097 Walmart\10-097S Washington (Georgia-Missouri), DC (5968-00)\001 MMA\Current Dwgs\CD's\0240A2.9 EXTERIOR DETAILS.dwg 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: THIS DRAWING WAS PREPARED FOR USE Washington, DC (Georgia Ave) DATE ON 12/13/11 DIFFERENT PROJECT SITE OR AT A LATER REFERENCE OR EXAMPLE ON ANOTHER PROPERLY LICENSED ARCHITECTS AND DRAWING FOR REUSE ON ANOTHER CONTRARY TO THE LAW. 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICINGEXTERIOR DETAILS A2.9 03/09/12 REV #2 1 CONTROL JOINT 1 1/2"=1'-0" a0290-001 TYPICAL JOINT SEALANT DETAIL W W BACKER ROD AND SEALANT CMU CONTROL JOINTS LOCATED ON STRUCTURAL DRAWINGS PREFORMED CONTROL JOINT FILLER CONTROL JOINT WITH BACKER ROD AND SEALANT, TYP BACKER ROD DIAMETER = 1.5xW SEALANT TOOLED SMOOTH VERIFY WITH SEALANT MFR FOR CORRECT DEPTH A B 4" MIN 3" MIN NYLON BOLT ROPE THREADED THROUGH TOP AND BO BANNER EDGE SECURE TO "TEE" POST WITH TAUTLINE HITCH OR SIMILAR TO INSURE TENSION OF BANNER INSURE AT LEAST TWO PASSES OF BOLT ROPE THROUGH BANNER GROMMET TO ACHIEVE MAXIMUM TENSION 2'-0" MINIMUM EMBEDMENT INSTALL QUICKCRETE POST BASE WHERE SOIL CONDITIONS REQUIRE 4'x8' SCREENPRINTED VINYL COATED FABRIC BANNER PROVIDED BY WALMART REALTY 6' MIN STEEL "TEE" POST OR 4x4 TREATED WOOD POST GRADE/GROUNDLINE FIELD COLOR-PMS 285C 3 "COMING SOON" SIGN 1/2"=1'-0" a0290-003 45° TENSION WIRE WITH FLUORESCENT COLORED FLAGGING AT 24" OC METAL OR TREATED WOOD STAKE SET INTO EARTH TO ACHIEVE SIGN STABILITY TYP SCALE: 1/4"-1'-0" SIDE VIEW 6 FLAGPOLE 1/2"=1'-0"103108 a0290-006 25'-0" 2'-9" MIN 3'-0" MIN 5'-0" COLLAR SAND FILL CENTERING WEDGES TYP GROUND SLEEVE CONCRETE SLAB 24" DIAMETER CONCRETE FOOTING FINIAL BALL CLEAT BOX ALUMINUM FLAG POLE 1'-0" 1'-0" #3 TIES AT 12" OC (6) #6 VERTICALLY 3" #4 BAR TACK WELDED TO GROUND SLEEVE. EXTEND 12" INTO EARTH 1/2" PREMOLDED EXPANSION JOINT AND SEALANT 2" X 3 1/2" POSITIONING TABS 2" x 3/8" STEEL SUPPORT FRAME BASE SUPPORT 16" 16" x 1/2" STEEL TOP PLATE 4" 3/8" 3" HEADED ANCHOR 1 1/4" 1 1/4" x 1/8" STEEL ANGLE 16" 16" x 1/2" STEEL TOP PLATE POSITIONING TABS (SEE BASE SUPPORT DETAIL) 9"

7" 31 2 3 1 2 1 1/4" x 1 1/4" x 1/8" STEEL ANGLE 1'-0" 1'-0" 2" TYP OF 3 PLAN VIEW BASE SUPPORT SIDE VIEW MOUNTING PLATE AND BASE #4 REBAR (TYP) TOP VIEW MOUNTING PLATE 1" 8" 3/8" 3" HEADED ANCHOR ATTACHED TO UNDERSIDE OF MOUNTING PLATE SIDE VIEW 7 BOLLARD MOUNTING PLATE 3/4"=1'-0"011312 a0290-007 1 ROOF LINE 2 JIB CRANE ASSEMBLY 3/8" = 1'-0" a0290-002

PRE-MANUFACTURED JIB CRANE AND RAILING

LADDER PROVIDED BY WALMART MAINTENANCE WHEN NECESSARY GROUT CELLS AT JIB CRANE SUPPORT BRACKET LOCATIONS ELEVATION 10" MIN, 14" MAX AT CENTER OF RAILING OPENING REF BLDG ELEV TOM REF BLDG EL TOM ATTACH RAILING AND LADDER SUPPORT BRACKETS TO EXTERIOR WALL PER MANUFACTURERS SPECIFICATIONS ISOMETRIC CONT FILLET SEALANT AT BRACKET PERIMETERS TYP ELEVATION ROOF WALKWAY PADS ROOF BEYOND PRE-MANUFACTURED RAILING AND JIB CRANE EXTERIOR WALL PRE-MANUFACTURED CRANE AND SUPPORT BRACKETS ATTACHED TO EXTERIOR WALL PER MANUFACTURER SPECIFICATIONS GFI OUTLET REF ELEC PARAPET STEP REFBLDGEL REFBLDGEL TOM TOM HOIST POLE OPEN END MAX 4" PRECAST CONCRETE CAP CONTINUOUS TOOLED SEALANT BEAD AT PERIMETER OF HOOD 18 GAUGE SHEET METAL HOOD COVER WITH CLOSED ENDS 2"x2" DRAIN TROUGH 1'-3" 10'-0" AFF 8" 2" MASONRYOPENING 1'-0" 1'-0" 3" 4 DOOR HOOD 3/4"=1'-0" a0290-004 PROVIDE 18 GAUGE HOOD STIFFENER AT 2'-10" OC MAXIMUM. PROVIDE (3) 3/16"x1 1/4" TAPCON ANCHORS PER STIFFENER 3/16"x1 1/4" TAPCON ANCHORS. LOCATE 3" FROM EACH CORNER AND 12" OC BETWEEN 5 DOWNSPOUT COLLECTOR 1"=1'-0" 062510 a0290-005 SECTION 1'-0" DOWNSPOUT CAST IRON DOWNSPOUT BOOT RECTANGULAR TO ROUND TRANSITION CONNECT TO STORM SEWER CONCRETE SLAB 1'-0" 1'-0" BASE MATERIAL REF STRUCTURAL SUBGRADE/SUBGRADE REF STRUCTURAL TIE TO STORM SEWER 1 BID SET. NOT FOR CONSTRUCTION.

2'-6"

FIRST FLOOR 100' - 0" MESH PANEL REF SPECS STRUCTURAL COLUMN REF STRUCT DWGS FOR SIZE, LOCATION & SPACING FOOTING REF STRUCT DWGS REF STRUCT FOR DETAIL REF SPECS FOR FINISH WELDED TUBE STEEL FRAME - REF SPECIFICATIONS FOR FINISH CONTINUOUS HORIZONTAL TUBE STEEL EQ EQ EQ EQ EQ EQ EQ TYP 2' 0" VARIES REF PLAN TYP 2' 0" VARIES 10' 3" 6 A2.10 9 A2.10 1" SQUARE TUBE MESH FRAME SHOP WELDED TO FRAME OPENING TRELLIS ABOVE REF STRUCT DWGS 6" 115' 4" MITER ALL CORNERS. WELD & GROUND SMOOTH REF SPEC FOR FINISH & COLOR 111' 6" 1/4" 4" 1" 1" FRONT BACK A2.10 7 A2.10 8 A2.10 7 1" SQUARE TUBE MESH FRAME SHOP WELDED TO FRAME OPENING MESH PANEL REF SPECS WELDED TUBE STEEL FRAME - REF SPECIFICATIONS FOR FINISH CONTINUOUS HORIZONTAL TUBE STEEL MIN 4X4 MESH PANEL REF SPECS CONTINUOUS HORIZONTAL TUBE STEEL MIN 4X4 1" SQUARE TUBE MESH FRAME SHOP WELDED TO FRAME OPENING STRUCTURAL COLUMN REF STRUCT DWGS FOR SIZE & LOCATION STEEL BRACKET REF STRUCT REF SPECS FOR COLOR & FINISH WELDED TUBE STEEL FRAME - REF SPECIFICATIONS FOR FINISH CONTINUOUS HORIZONTAL TUBE STEEL EQ EQ 4" REF STRUCT DWGS 1' 1" 12' 6" 1' 1" 10 1/2" 1' 6" 10 1/2" 6" 3' 3" 5 1/4" MESH PANEL REF SPECS STRUCTURAL COLUMN REF STRUCT DWGS FOR SIZE, LOCATION & SPACING STEEL BRACKET REF STRUCT. REF SPECS FOR FINISH WELDED TUBE STEEL FRAME - REF SPECIFICATIONS FOR FINISH 1" SQUARE TUBE MESH FRAME SHOP WELDED TO FRAME OPENING CANOPY ROOF ABOVE BANNER HARDWARE & FRAME - REF ARCH ASSEMBLY REF A2.3 6 14 A2.10 9 A2.10 2' 9" 7 A5.1 LIGHTING REF ELEC DWGS MITER ALL CORNERS. WELD & GROUND SMOOTH REF SPEC FOR FINISH & COLOR EQ EQ EQ EQ 8' 6" REF STRUCT DWGS TYP 2' 0" 11' 0" TYP TYP 2' 0" EQ EQ EQ 10 A2.10 A2.10 110' 9" A2.10 7 A2.10 A2.10 8' 6" MESH PANEL REF SPECS STEEL BRACKET REF STRUCT DWGS REF SPEC FOR COLOR & FINISH CONTINUOUS HORIZONTAL TUBE STEEL CONTINUOUS HORIZONTAL TUBE STEEL 1" SQUARE TUBE MESH FRAME SHOP WELDED TO FRAME OPENING STEEL TRELLIS AND BEAM BEYON REF STRUCT DWGS 1' 1" A2.10 11 EQEQ 6" 3' 3" 5 1/4" A2.10 8 MESH PANEL REF SPECS STRUCTURAL COLUMN REF STRUCT DWGS FOR SIZE, LOCATION & SPACING WELDED TUBE STEEL FRAME - REF SPECIFICATIONS FOR FINISH 1" SQUARE TUBE MESH FRAME SHOP WELDED TO FRAME OPENING CANOPY ROOF ABOVE BANNER HARDWARE & FRAME REF ARCH ASSEMBLY REF A2.3 6 2' 9" A2.10 7 A5.1 LIGHTING REF ELEC DWGS RECESSED LIGHTING REF ELEC DWGS 14' 8 1/2" 23' 5 1/2" 10' 4" 97' 7 1/4" +/- 53' 4" TYP 4' 1 1/2" 13' 4 1/2" TYP 4' 1 1/2" 22' 1 1/2" 9' 0" TYP 4' 1 1/2" 1' 6" 10' 6" 10' 0" 4 3/8" 6" A2.10 16 LIGHTING, TYP OF REF CIVIL DWGS 112' 0" TYP 8" VARIES TYP 8" EQ EQ EQ 1' 6" 10' 6" EQ EQ EQ EQ MESH PANEL REF SPECS COLUMN REF CIVIL DWGS FOR SIZE, LOCATION & SPACING FOOTING REF CIVIL DWGS STEEL BRACKET REF STRUCT. REF SPECS FOR FINISH WELDED TUBE STEEL FRAME - REF SPECIFICATIONS FOR FINISH 1" SQUARE TUBE MESH FRAME SHOP WELDED TO FRAME OPENING 9 A2.10 6 A2.10 MITER ALL CORNERS. WELD & GROUND SMOOTH REF SPEC FOR FINISH & COLOR 112' 0" SITE SCREEN REF DETAIL THIS SHEET CONC PAVING REF CIVIL DWGS STEEL COLUMN BEYOND REF STRUCT DWGS EQEQ THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 3/14/2012 12:14:13 PM C:\Revit Projects Local Files\Walmart\10-097S Washington (Georgia Ave)\5968_Washington(Georgia Ave),DC_A_V12_JE.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A2.10 SITE SCREENS 10-097S C-106M-NO-NO Checker MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 N.T.S. 1 ISOMETRIC - SITE SCREENS 1/4" = 1'-0" 2 ELEVATION @ PEABODY SITE SCREEN N.T.S. 4 ISOMETRIC - SITE SCREEN DETAIL STRUCTURAL COLUMN REF STRUCT DWGS FOR SIZE, LOCATION & SPACING WELDED TUBE STEEL FRAME - REF SPECIFICATIONS FOR FINISH STEEL BRACKET REF STRUCT. REF SPECS FOR FINISH MESH PANEL REF SPECS 1" SQUARE TUBE FRAME CONTINUOUS HORIZONTAL TUBE STEEL 6" = 1'-0" 8 ENLG'D DETAIL 2 3" = 1'-0" 7 ENLG'D DETAIL 1 1" = 1'-0" 6 DETAIL SECTION N.T.S. 5 ISOMETRIC - SITE SCREENS EXPLODED VIEW STRUCTURAL COLUMN REF STRUCT DWGS FOR SIZE, LOCATION & SPACING WELDED TUBE STEEL FRAME REF SPECIFICATIONS FOR FINISH STEEL BRACKET REF STRUCT. REF SPECS FOR FINISH MESH PANEL REF SPECS CONTINUOUS HORIZONTAL TUBE STEEL 3" = 1'-0" 9 CONNECTION DETAIL 1" SQUARE TUBE FRAME FINISHED VIEW EXPLODED VIEW N.T.S. 12 ISOMETRIC - MESH PANEL @ ARCH 3/8" = 1'-0" 13 ELEVATION - MESH PANEL @ ARCH 1/4" 1'-0" 3 ELEVATION @ GEORGIA AVE SITE SCREEN 3/4" = 1'-0" 10 SECTION @ GEORGIA AVE SITE SCREEN 3/4" 1'-0" 14 SECTION - MESH PANEL @ ARCH 1/4" = 1'-0" 17 SITE SCREENS @ RAIN GARDEN 3/8" = 1'-0" 16 TYP SITE SCREEN @ RAIN GARDEN 15 ISOMETRIC - SITE SCREEN @ RAIN GARDEN 1 1/2" = 1'-0" 11 PRECAST SILL 1 1 1 1 1 1 1 1 1 1 1 1 1 03/09/12REV #2 BID SET. NOT FOR CONSTRUCTION.

FIRST FLOOR 100' 0" PARKING LEVEL 86' 0" C C.5 D D.5 E E.5 AA A 5 A2.11 F F.6 G.4 H J B C.3 A2.11 A.5 A4.12 15 A4.12 A3.12 2 RETAIL RECEIVING PARKING GARAGE VESTIBULE 74' 6 1/2" G 8.36 5.08 8.02 5.16 8.02 8.04 7.37 5.04 3.20 4.24 3.62 5.08 1 7.37 5.08 8.08 3.61 14.55 1.01 8.08 1 FIRST FLOOR 100' 0" PARKING LEVEL 86' 0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 A2.11 A4.11 3 A3.4 A3.3 2 A3 A3.5 RETAIL PARKING GARAGE 8.36 5.08 8.63 3.20 4.24 3.20 3.61 7.14 7.17 7.37 5.04 3.62 3.61 5.08 3.20 4.24 8.08 2.83 1 1 1 FIRST FLOOR 100' 0" PARKING LEVEL 86' 0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 2.00% A3.1 1 A3.3 1 A3.5 3 RETAIL PARKING GARAGE LOADING DOCK & GREEN ROOF 8.36 7.72 2.04 3.20 4.24 13.01 3.61 3.20 4.24 3.20 4.24 5.19 3.61 5.11 7.37 5.04 5.04 5.08 3.62 3.61 7.37 5.04 3.20 4.24 3.20 4.24 4.20 5.19 1 1 3.60 FIRST FLOOR 100' 0" PARKING LEVEL 86' 0" E.6 E.2 D.3 C D D.5 E E.5 T.O.M 128' 8" BOD HP 124' 2 3/4" F G.4 H J F.5 B D.6 C.8 C.2 A3.1 A2.11 A2.11 T.O.ROOF HP 124'-3/8" T.O.S HP 123'-7 5/8" 109' 9" T.O.ROOF LP 122'-4" T.O.S LP 121'-11 1/4" 22' 4" RETAIL PARKING GARAGE VESTIBULE G 1/4" 12" 1/4" 12" 5.08 3.61 3.62 5.04 7.37 4.24 3.20 7.37 3.20 4.24 1 1 1 FIRST FLOOR 100' 0" 6 7 8 9 10 11 12 13 LOADING DOCK 96' 0" 5.6 14 15 9.2 8.9 8.1 9.3 2% 1 A3.4 A3.2 3 RECEIVING PARKING GARAGE A3.5 3 8.63 8.07 8.07 7.01 11.02 8.01 11.01 3.20 4.24 16.04 4.24 2.04 3.61 3.20 13.01 3.20 2.04 4.24 7.37 5.04 3.20 4.24 3.62 5.08 3.61 1 1 1 1 1 3.60 8.3 GENERAL NOTES SHEET NOTES KEYNOTES 1. REFER TO SHEET F-1 FOR CONSTRUCTION CLASSIFICATIONS & FIRE RESISTANCE REQUIREMENTS. 1.01 SIGNAGE REF TO DWG A2.7 3.20 4" PRECAST CONCRETE CAP 3.60 EXPOSED FOUNDATION 4.20 CONCRETE STAIR AND LANDING 4.24 QUIK BRIK ARCHITECTURAL ASSEMBLY 5.09 JIB CRANE HOIST ARM AND RAILING ASSEMBLY 5.16 METAL CANOPY WITH HANGER RODS 5.19 METAL HANDRAIL ASSEMBLY 7.14 COLD FLUID APPLIED WATERPROOFING 2.04 ORNAMENTAL METAL FENCES 2.83 ORNAMENTAL SCREENING 5.08 STRUCTURAL STEEL 5.04 STEEL JOISTS 7.17 BENTONITE WATERPROOFING 7.37 WHITE TPO MEMBRANE ROOFING SYSTEM 7.72 ROOF HATCH 8.02 STEEL DOORS AND FRAMES 8.07 OVERHEAD COILING DOORS 8.01 SECTIONAL OVERHEAD DOORS 8.08 CURTAIN WALL SYSTEM 8.36 TRANSLUCENT PANEL SKYLIGHT SYSTEM 8.63 ALUM. FRAMED PLASTIC THERMALIZED DOME SKYLIGHT 11.01 DOCK BUMPERS 11.02 DOCK SEALS 13.01 GREEN ROOF ASSEMBLY 1. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS OF THE SITE/AND OR BUILDING. 2. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS, AND OFF ALIGNMENTS ACCORDING TO THE CODES AND STANDARDS OF GOOD PRACTICE. 4. THE TERM "FINISHED FLOOR (F.F.)" SHALL MEAN THE NORMAL FINISHED SURFACE OF THE FLOOR LEVEL. 5. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF BELOW GRADE PIPING AND PLUMBING FIXTURES PRIOR TO THE CONSTRUCTION OF SLABS AND/OR PARTITIONS BEHIND SUCH FIXTURES 6. THE CONTRACTOR SHALL COORDINATE OPENINGS IN THE FOUNDATION, ROOF DECKS, AND EXTERIOR WALLS FOR THE INSTALLATION OF CONDUITS AND BOXES FOR ELECTRICAL EQUIPMENT. 7. FIRESTOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS PER SPECIFICATIONS. MATERIAL IS TO BE APPROPRIATE FOR THE ASSEMBLY AND SHALL HAVE AN U.L. NUMBER. 8. THE CONTRACTOR SHALL COORDINATE AND INSTALL ALL CLEANOUTS AND ACCESS DOORS IN PARTITIONS AND SUSPENDED CEILINGS AS REQUIRED BY THE CONTRACT DOCUMENTS. 9. ADDITIONAL NOTES THAT ARE APPLICABLE TO THIS PROJECT MAY BE FOUND THROUGHOUT THE CONTRACT DOCUMENTS. 10. ALL DIMENSIONS SHALL BE FACE OF STUD OR CMU UNLESS OTHERWISE NOTED. (U.O.N.) 11. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, ELEVATIONS, SECTIONS, AND DETAILS ARE SHOWN AS NOMINAL SIZE UNLESS OTHERWISE NOTED. (U.O.N.) 14.55 CART LIFT VERTICAL RECIPROCATING CONVEYOR 16.04 EXTERIOR LIGHT FIXTURE, REF ELECT. DWGS 7.01 SHEETMETAL DOOR HOOD, PAINTED 3.61 STRUCTURAL CONCRETE & SLABS, REF STRUCTURAL 3.62 CONCRETE ON METAL DECK, REF STRUCTURAL 5.11 STEEL LADDER THIS DRAWING WAS PREPARED FOR USE SITE AT CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON TIME. USE OF THIS DRAWING FOR ANOTHER PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS CONTRARY TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 3/19/2012 3:00:03 PM C:\001 Projects\097 Walmart\10097S Washington (Georgia)\01 Revit\5968_Washington(Georgia Ave),DC_A_V12_vy.rvt Washington DC, (Georgia Ave) 12/13/11 Washington DC, (Georgia Ave) Store No: 5968-00 A2.11 BUILDING SECTIONS 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1" = 20'-0" 1 SECTION 1" = 20'-0" 3 SECTION 1" = 20'-0" 4 SECTION 1" = 20'-0" 2 SECTION 1" = 20'-0" 5 SECTION - PARKING KEY PLAN 1 2 1 1 2 5 5 4 4 3 3 1 03/09/12REV #2 BID SET. NOT FOR CONSTRUCTION.

FIRST FLOOR 100' 0" PARKING LEVEL 86' 0" 8 PARKING LEVEL LOW 80' 0" 6" 2' 0" CONC. STOOP SLOPE TO STONE DIAPHRAGM STONE DIAPHRAGM GRASS FILTER STRIP RAIN GARDEN 12"x4"x16" QUIK-BRIK MASONRY UNITS W/ LOOSE FILL INSULATION PRECAST CONC. WALL CAP TYPE 1 TPO ROOF ON 3" RIGID INSULATION DISCHARGE NOZZLE, REF PLUMBING FOR PIPE SIZE CONC. SLAB REF STRUCT. FOUNDATION WALL, SEE STRU. STRUCTURAL .SLAB, SEE STRU. 2'0" 2" SAND FILTER LAYER MULCH/BOT OF POND PLANTING SOIL GRAVEL JACKET (21A STONE) FILTER FABRIC IMPERMEABLE LINER KEYWAY & WATER STOP FILTER FABRIC T.O. ROOF DECK 95' 0" DRAINAGE MAT DRAINAGE MAT SOLDIER PILES & P.T. WOOD LAGGING BENTONITE WATERPROOFING SYSTEM CONT. FLUID APPLIED WATERPROOFING SYSTEM REINFORCED TPO MEMBRANE BELOW GRADE PARKING METAL ROOF DECK, REF. STRUCT. ROOF FRAMING, REF STRUCT. 1' 6" REFER TO STRUCT. ROOF DRAIN PIPING CONNECTED TO DISCHARGE NOZZLE, REF PLUMBING A4.4 1 TYP. CONT. 1/2" PREMOLDED EXPANSION JOINT w/ SEALANT BLOK FLASH THRU WALL FLASHING BLOK FLASH THRU WALL FLASHING FIRE RESISTANT 2x BLOCKING A4.5 3 A4.4 14 TYP. CRUSHED STONE CONC. WALLS PAINTED, REF TO FINISH SCHEDULE KEYWAY & WATERSTOP REINF. CONC. FOOTING, REF STRUCT. COMPACTED FILL ROOT BARRIER FELT (FABRIC 16oz/sy) DRAINAGE MAT A3.19 1 1 PMEJ AND SEALANT STEEL BEAM, REF STRU. CONC. BEAM, REF STRU. FLOOR SLAB, REF STRU. 1' 0" A3.14 A4.8 11 T.O.M. 128' 0" STONE AGGREGATE DRAINAGE MEDIA REF CIVIL SPECS WEEP HOLES REF STRUCT DWGS FOR SIZE AND SPACING 4" FOUNDATION DRAIN SLOPE TO STORM WATER SYSTEM REF SPEC 02621 4" 6" TYP FILTER FABRIC REF SPEC 02621 FILTER FABRIC SOCK REF SPEC 02621 6" FIRST FLOOR 100' 0" PARKING LEVEL 86' 0" 8 LOADING DOCK 96' 0" 12"x4"x16"QUIK BRIK MASONRY UNITS w/ LOOSE FILL INSULATION STAIR LANDING, SEE 2A/VC1.3 KEYWAY & WATERSTOP FLUID APPLIED WATERPROOFING MEMBRANE ROOT BARRIER DRAINAGE MAT 2" (PEA GRAVEL) DRAINAGE MEDIA FILTER FABRIC (4oz/sy) +/- 6" INTENSIVE GROWTH MEDIA GREEN ROOF CONC. SLAB, REF STRUCT. PRECAST CONC. WALL CAP TYPE ROOF FRAMING, REF STRU. BELOW GRADE PARKING ROOF DECK, REF STRU. REINFORCED TPO MEMBRANE A4.4 1 TYP. SLAB 2%SLOPE CRUSHED STONE ROOF DRAIN PIPING, REF PLUMBING ELEVATIONS INDICATED ON PLUMBING DRAWINGS BASED ON THE SLOPE/DISTANCE OF THE PIPING. A4.4 18 1' 6" COMPACTED FILL T.O.D. 95' 0" GALV. PAINTED DOOR DRIP METAL DOOR, REF DOOR SCHEDULE LINTEL, REF STRU. FLOOR SLAB, REF STRU. STEEL BEAM, REF STRU. STAIR RAILING, SEE 2A/VC1.3 DRAIN SUMP ROOF DRAIN, REF MEP STEEL COLUM BEYOND, REF STRU. 1 A4.8 7 T.O.M. 128' 0" B.O..DECK 121' 11 1/4" FIRST FLOOR 100' 0" PARKING LEVEL 86' 0" T.O.M 128' 8" PARKING LEVEL LOW 80' 0" BOD HP 124' 3/4" B.1 B EXTERIOR THRESHOLD PMEJ HSS REFER TO STRUCTURAL BENTONITE WATERPROOFING SYSTEM BOND BEAM REFER TO STRUCT. 12"x4"x16" QUIK BRICK MASONRY UNITS w/ LOOSE FILL INSULATION PRECAST CONC. WALL CAP, TYPE FOUNDATION WALL, SEE STRUCTURAL CONC. SLAB ON METAL DECKING, REF STRUCT. BLOK FLASH THRU WALL FLASHING TYP. CONT. 1/2" PREMOLDED EXPANSION JOINT & SEALANT BELOW GRADE PARKING TPO ROOF MEMBRANE ON 3" RIGID INSULATION ROOF FRAMING, REF STRUCT. METAL ROOF DECK, REF STRUCT HM EXTERIOR DOOR FRAME & DOOR REINFORCED TPO MEMBRANE BOND BEAM REFER STRUCT. A4.4 1 TYP. 1/2" CONT. PREMOLDED EXPANSION JOINT w/ SEALANT, HGT VARIES W/ SLAB BLOK FLASH THRU WALL FLASHING A8.1 13 A8.1 15 A4.5 CONC. WALL SURFACE PAINTED, REF TO FINISH SCHEDULE CRUSHED STONE VARIES COMPACTED FILL PERMANENT SOLIDER PILES & P.T. WOOD LAGGING CONT. FLUID APPLIED WATERPROOFING SYSTEM NOTE: BENTONITE WATERPROOFING SYSTEM TO EXTEND A MIN. 6" ABOVE TOP OF PILE TERM BAR NAILED EVERY 8" O.C. CONCRETE SLAB, REF STRUCT.. 1 EDC 2 4' 0" 1/2" CONC. SIDEWALK, REF CIVIL CONC. STOOP, REF STRU. A4.8 10 A4.5 3 B.O..DECK 121' 11 1/4" SHEET NOTES 1. REFER TO SHEET F-1 FOR CONSTRUCTION CLASSIFICATIONS & FIRE RESISTANCE REQUIREMENTS. 2. REFER TO A2.1 FOR EXTERIOR FINISHES. THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 4/3/2012 1:43:58 PM C:\Revit Local Project Files\Walmart\10-097S Georgia Ave\5968_Washington(Georgia Ave),DC_A_V12_jws.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A3 EXTERIOR WALL SECTIONS 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/2" 1'-0" 2 WALL SECTION THRU RAIN GARDEN 1/2" = 1'-0" 3 WALL SECTION @ GREEN ROOF 1/2" 1'-0" 1 WALL SECTION DOOR EDC 2 1 03/09/12REV #2 BID SET. NOT FOR CONSTRUCTION.

(4) 3/8" DIAMETER THREADED RODS SET IN EPOXY ADHESIVE WITH 4 1/2" EMBEDMENT INTO GROUT FILLED CMU MATCH HOLE PATTERN ON LIGHT FIXTURE MOUNTING PLATE CMU CELLS TO BE FILLED SOLID WITH GROUT EXTERIOR WALL SWING ARM LIGHT FIXTURE AND MOUNTING BRACKET INTERIOR EXTERIOR FIRST FLOOR 100' 0" 8 LOADING DOCK 96' 0" PRECAST CONC. PILASTER CAP ROOF FRAMING SEE STRUCTURAL CONC. SLAB. REF STRU. BROOM FINISH PILASTER 8"x4"x16" QUIKBRIK MASONRY UNITS PRECAST CONC. WALL CAP TYPE 1 TOPPING SLAB, REF STRU. GALV. RAILING REF VC1.3 4" AGGREGATE BASE CONC. DECK, REF STRU. 2' 2" 12"x4"x16" QUIK BRIK w/ LOOSE FILL INSULATION 1' 6" FABRIC (16oz/sy) FLUID APPLIED WATERPROOFING DRAINAGE MAT CONT. KEYWAY & WATERSTOP PARKING GARAGE CONC. SLAB, REF STRUCT CRUSHED STONE REFER STRUCT. A4.4 1 TYP. A4.5 BLOK FLASH THRU WALL FLASHING A4.5 9 COMPACTED FILL FIRE PROTECTION PIPING T.O.M. 116' 8" T.O.DECK 95' 0" GARAGE PIPING, REF MEP CONC. WALL, REF STRU. VARIES A4.8 8 ROOF DECK, REF STRU. TPO MEMBRANE ON 3" RIGID INSULATION REINFORCED TPO MEMBRANE ROOF FRAMING, REF STRU. A4.5 T.O.M. 128' 0" FIRST FLOOR 100' 0" LOADING DOCK 96' 0" DOCK SEAL DOCK BUMPER ASSEMBLY 18 GAUGE SHEET METAL HOOD COVER WITH CLOSED ENDS DOCK LEVELER, COORD w/ STRUCTURAL PRECAST CONC. WALL CAP, TYPE 1 2" 2" DRAIN TROUGH SECTIONAL DOOR TRACK AND ASSEMBLY REINFORCED TPO MEMBRANE BLOK FLASH THRU WALL FLASHING BOND BEAM LINTEL, GROUT SOLID w/ REINFORCING, REF STRU CONT. 1-1/2" PREMOLDED EXPANSION JOINT w/ SEALANT TOPPING SLAB, REF STRU. AGGREGATE DRAINAGE MEDIA HIGH COMPRESSIVE STRENGTH DRAINAGE MAT FELT (FABRIC 16oz/sy) CONT. FLUID APPLIED WATERPROOFING SYSTEM STRUCT. SLAB, REF STRUCT. CONT. KEYWAY & WATERSTOP 12"x4"x16" QUIK-BRIK MASONRY WALL W/ LOOSE FILL INSULATION CONC. BEAM, REF STRUCT. PARKING GARAGE QUIK-BRIK MASONRY BEYOND TPO ROOF ON 3" RIGID INSULATION METAL DECK, REF STRUCT. ROOF FRAMING, REF STRUCT. RECEIVING ROOF SLOPE 2% BOND BEAM REFER STRUCT. A4.4 1 TYP. SUSPENDED DUCTWORK, REF MEP FILTER FABRIC A8.1 2 A2.9 4 A4.5 A4.5 B.O.D. VARIES SAFETY GATE 1' 7 1/2" 7' 3" T.O.M. 108' 8" T.O.DECK 95' 0" A4.8 8 1' 8" SLOPE CONC. SLAB, REF STRUCT CRUSHED STONE COMPACTED FILL T.O.M. 128' 0" H.P. SLOPE CONC BEAM, REF STRU. CONC SLAB, REF STRU. FIRST FLOOR 100' 0" LOADING DOCK 96' 0" 40"W X 38"H OP'G 3' 2" 3' 6" PARKING BELOW GRADE PRECAST CONC. WALL CAP TYPE 1 ROOF DECK, REF STRU. LINTEL, REF STRU. 12"x4"X16" QUIK-BRIK WITH LOOSE FILL INSULATION BLOK FLASH FLUID APPLIED WATERPROOFING HIGH COMPRESSIVE STRENGTH DRAINAGE MAT COURSE AGGREGATE (#8 STONE) CONC. TOPPING SLAB, REF. STRU. CONC. ROOF DECK, REF STRU. RECEIVING A4.4 TYP. A4.5 2 NOTE: 5000 PSI CONCRETE AT COMPACTOR SLAB GROUT SOLID THRU WALL FLASHING T.O. DECK 95' 0" FLOOR SLAB, REF STRU. CONC. BEAM, REF STRU. CONT. KEYWAY & WATER STOP A4.8 8 TPO MEMBRANE ON 3" RIGID INSULATION REINFORC ED TPO MEMBRANE ROOF FRAMING, REF STRU. CONC. SLAB, REF STRUCT CRUSHED STONE COMPACTED FILL A4.5 T.O.M. 128' 0" T.O.DECK VARIES COMPACTOR CHUTE HIGH POINT B.O.M. 106' 8" FIRST FLOOR 100' 0" LOADING DOCK 96' 0" MEZZANINE 112' 0" A4.4 1 TYP. PRECAST CONC. WALL CAP, TYPE 1 FIRE PROTECTION PIPING SUPPLY AIR REGISTER & SUSPENDED DUCTWORK, REF MEP HSS COLUMN, REF STRUCT. 1' 6" 12"x4"x16" QUIK-BRIK MASONRY WALL ASSEMBLY w/ LOOSE FILL INSULATION O.H. DOOR TRACK AND ASSEMBLY 18 GAUGE SHEETMETAL HOOD DOOR COVER w/ CLOSED ENDS INTEGRATED GUTTER DOCK OPENING SEAL DOCK EDGE LEVELER DOCK BUMPER CONC. BEAM, REF STRUCT. TOPPING SLAB, REF STRU. FILTER FABRIC HIGH COMPRESSIVE STRENGTH DRAINAGE MAT FLUID APPLIED WATERPROOFING CONC. ROOF DECK, REF STRU. RECEIVING #178 BELOW GRADE PARKING BLOK FLASH THRU WALL FLASHING BLOK FLASH THRU WALL FLASHING A2.9 A8.1 CONT. KEYWAY & WATERSTOP B.O.M. 108' 8" MANUAL SAFETY GATE IN OPEN POSITION BEYOND MANUAL SAFETY GATE AND WALL BRACE INSTALLED BEYOND PER MFR RECOMMENDATIONS, REF SPECIFICATIONS FLOOR SLAB, REF STRU. SECTIONAL OVERHEAD DOOR TRUCK LIGHTS MOUNTED BETWEEN DOORS, REF ELECTRICAL FOR SPECIFIC MOUNTING HEIGHT AND LOCATION, REF 5-A3.1 FOR MOUNTING DETAIL REF STRU A4.8 8 AGGREGATE, REF CIVIL ROOF DECK, REF STRU. TPO MEMBRANE ON 3" RIGID INSULATION REINFORCED TPO MEMBRANE ROOF FRAMING, REF STRU. CONC. SLAB, REF STRUCT CRUSHED STONE COMPACTED FILL A4.5 3 T.O.M. 128' 0" THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 3/16/2012 1:49:48 PM C:\Revit Projects Local Files\Walmart\10-097S Washington (Georgia Ave)\5968_Washington(Georgia Ave),DC_A_V12_JE.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A3.1 EXTERIOR WALL SECTIONS 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/2" = 1'-0" 1 WALL SECTION @ PILASTER SECTION 1/2" 1'-0" 2 DOCK LEVELER WALL SECTION 1/2" = 1'-0" 4 WALL SECTION 1/2" = 1'-0" 3 EDGE LEVELER WALL SECTION 1 03/09/12REV #2 1/2" = 1'-0" 5 MOUNTING BRACKET TRUCK DOCK LIGHT FIXTURE 1 BID SET. NOT FOR CONSTRUCTION.

FIRST FLOOR 100' 0" PARKING LEVEL 86' 0" J BLOK FLASH & MORTAR NET FIN. LAWN, REF CIVIL 12"x4"x16" QUIK-BRIK MASONRY WALL w/ LOOSE FILL INSULATION REINFORCED TPO MEMBRANE TPO MEMBRANE ROOF ON 3" RIGID INSULATION FOUNDATION WALL, SEE STRU. CONC FTG, SEE STRU QUIK-BRIK PILASTER (BEYOND) PRECAST CONC. WALL CAP,TYPE 1 4" CANT STRIP COMPACTED FILL CRUSHED STONE CONC. SLAB, REF STRUCT BELOW GRADE PARKING CONT. FLUID APPLIED WATERPROOFING MEMBRANE DRAINAGE MAT BACKFILL EXPOSED CONC. WALL FACE PRECAST CONC. PILASTER CAP (BEYOND) REF STRUCT. 1/2"PMEJ w/ SEALANT 1' 6" 2' 2" THRU WALL FLASHING w/ DRIP EDGE, COORD. LOCATION w/ STRUCT. ROOF SLOPE 2% A4.4 1 TYP. A4.5 2 CONC WALLS PAINTED REF TO FINISH SCHEDULE WOMEN'S TOILET ELECTRIC VEHICLE (EV) PARKING SIGNAGE PARKING BOLLARD AT EV CHARGING STATION, REF AP-1 FULL HEIGHT METAL STUD WALL ASSEMBLY, REF TO ENLARGED PLANS GYPSUM BOARD CEILING ON METAL STUD REF TO RCP FOR DETAILS FIN. CLG. 109' 0" 2' 0" 1 T.O.M. 116' 8" 1 1 A4.8 10 CONT. DEFLECTION TRACK A4.5 T.O.M.. 130' 0" WEEP HOLES REF STRUCT DWGS FOR SIZE AND SPACING 4" 6" TYP 6" STONE AGGREGATE DRAINAGE MEDIA REF CIVIL SPECS 4" FOUNDATION DRAIN SLOPE TO STORM WATER SYSTEM REF CIVIL FILTER FABRIC REF SPEC 02621 FILTER FABRIC SOCK REF SPEC 02621 FIRST FLOOR 100' 0" PARKING LEVEL 86' 0" 5.6 PRECAST CONC.WALL CAP, TYPE 1 REINFORCED TPO MEMBRANE TPO ROOF MEMBRANE ON 3" RIGID INSULATION METAL ROOF DECK, REF STRUCT. PERIMETER ANGLE, REF. STRUCT. QUIK-BRIK 12"x4"x16" MASONRY WALL ASSEMBLY LOOSE FILL INSULATION RECEIVING #178 BELOW GRADE PARKING HSS, REF STRUCT. THRU WALL FLASHING w/ DRIP EDGE ROOF FRAMING, REF. STRUCT. ROOF SLOPE 5% GARAGE ENTRY ARCH ASSEMBLY CONT. FLUID APPLIED WATERPROOFING MEMBRANE DRAINAGE MAT CONC. DRIVE SALB, REF CIVIL CONC. FTG, REF STRU. CRUSHED STONE COMPACTED FILL 1/2" PMEJ & SEALANT A4.4 TYP. PAINTED CONC. & CMU PARITION WALLS REF TO FINISH SCHEDULE ELECTRIC UNIT HEATER A4.5 PARKING SLAB, REF STRU. 1/2" PMEJ & SEALANT CONT. FLUID APPLIED WATERPROOFING EXTEND 6" ABOVE GRADE A2.5 11 FLOOR SLAB, REF STRU. CONC WALL, REF STRU. T.O.M.. 130' 0" FIRST FLOOR 100' 0" 5.6 ROOF SLOPE 5% PRECAST CONC. WALL CAP, TYPE 1 12"x4"x16" QUIK-BRIK MASONRY UNITS W/ LOOSE FILL INSULATION REINFORCED TPO WATERPROOFING MEMBRANE TPO ROOF MEMBRANE ON 3" RIGID INSULATION REF. STRUCT. THRU WALL FLASHING w/ DRIP EDGE METAL ROOF DECK, REF STRUCT. ROOF FRAMING, REF. STRUCT. GARAGE ENTRY ARCH ASSEMBLY, REFER TO 12/A2.5 CONC. BEAM, REF STRUCT. 1' 6" RECEIVING #178 O.H. COILING DOOR CONC. SLAB, REF CIVIL ENTRY-BELOW GRADE PARKING A2.5 11 GARAGE ACCESS RAMP TRENCH DRAIN, REF CIVIL A4.4 TYP. GROUT SOLID BEHIND QUIK-BRIK ANGLE, REF TO STRUCT. 4 3/4" CONC. SLAB, REF STRU. CONC. WALL & FTG, REF STRU. CONC SLAB, REF STRU. STEEL BEAM, REF STRU. A4.5 3 1 T.O.M.. 130' 0" B.O. PRECAST 94' 8" 85' 6" PARKING ENTRANCE FIRST FLOOR 100' 0" PARKING LEVEL 86' 0" CONC SLAB, REF. CIVIL 12"x4"x16" QUIK-BRIK MASONRY UNITS W/ LOOSE FILL INSULATION FOUNDATION WALL, SEE STRU. CONC FTG, SEE STRU REINFORCED TPO WATERPROOFING MEMBRANE TPO ROOF MEMBRANE ON 3" RIGID INSULATION CONC FLOOR SLAB ON METAL DECK B.O.DECK L.P. REF STRU SALES 100 ROOF DECK, REF STRU. ROOF FRAMING, REF. STRU. PRECAST CONC. WALL CAP, TYPE BLOK FLASH CONC. CURB, REF CIVIL EXPOSED FND WALL, SMOOTH FINISH BELOW GRADE PARKING BENTONITE WATERPROOFING SYSTEM CONC. SLAB, REF STRU 1/2" PMEJ AND SEALANT REF. STRUCT. ROOF 2%SLOPE QUIK-BRIK BOND BEAM, REF STRUCT. THRU WALL SCUPPER OPENING H.P. OF CRICKET BEYOND, REF ROOF PLAN ALUM. DOWNSPOUT A4.4 17 A4.4 TYP. A4.5 2 CONC. WALL PAINTED, REF TO FINISH SCHEDULE G SOLDIER PILES AND P.T. WOOD LAGGING CONC. SLAB, REF CIVIL T.O.M. OPG 121' 0" 1 1/2" PMEJ w/ SEALANT DOWNSPOUT BOOT, REF CIVIL/MEP 1'0" A4.7 15 1 A4.8 10 T.O.M.. 130' 0" SHEET NOTES 1. REFER TO SHEET F-1 FOR CONSTRUCTION CLASSIFICATIONS & FIRE RESISTANCE REQUIREMENTS. 2. REFER TO A2.1 FOR EXTERIOR FINISHES. THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 4/3/2012 1:41:35 PM C:\Revit Local Project Files\Walmart\10-097S Georgia Ave\5968_Washington(Georgia Ave),DC_A_V12_jws.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A3.2 EXTERIOR WALL SECTIONS 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/2" = 1'-0" 1 WALL SECTION @ REC AREA #178 1/2" = 1'-0" 2 WALL SECTION @ GARAGE ENTRY 1/2" 1'-0" 3 WALL SECTION @ GARAGE ENTRY (OPENING) 1/2" = 1'-0" 4 WALL SECTION @ ROOF SCUPPER 1 03/09/12REV #2 1 BID SET. NOT FOR CONSTRUCTION.

FIRST FLOOR 100' 0" PARKING LEVEL 86' 0" T.O.M 128' 8" 0.8 12X4X16 QUIK-BRIK MASONRY UNITS LOOSE FILL/ GRANULAR INSULATION 4X4X16 QUIK-BRIK MASONRY UNITS FLUID APPLIED WATERPROOFING MEMBRANE STEEL COLUMN BEYOND PILASTER BEYOND WIRE MESH PANEL STEEL TUBE, SEE STRU. ALUM. CHANNEL FIXED TO INFILL PANEL 4"x4"x16" QUIK-BRIK INFILL, ADJ. ANCHORS TO BEAM WEB UP-LIGHT, REF MEP CONC. FTG, REF STRUCT PILASTER SUPPORT CORBEL BEYOND, REF STRUCT. 1/2" PMEJ w/SEALANT CONC. SLAB CONC. FND WALL, REF STRUCT COLUMN SUPPORT BEYOND PRECAST CONC. WALL CAP, TYPE 1 REINF. TPO WATERPROOFING MEMBRANE TPO ROOF MEMBRANE ON 3" RIGID INSULATION METAL DECKING, REF STRUCT ROOF FRAMING, REF STRUCT. BLOK FLASH THRU WALL FLASHING BLOK FLASH THRU WALL FLASHING BLOK FLASH THRU WALL FLASHING GIRT, REF STRUCT FOR EL. INFILL QUIK BRIK TO BE FIELD MODIFIED TO FIT AROUND BEAM FLANGES, TYP FOR LINTEL CONDITION, REF STRUCT FOR LINTEL SIZE SALES 100 BELOW GRADE PARKING A4.4 1 TYP. FRP 2x BLOCKING A4.5 4 STEEL PLATE, REF STRUCT. A4.5 4 GROUT SOLID & REINF BREAK METAL CLOSURE PANEL CONC. WALL PAINTED, REF TO FINISH SCHEDULE BENTONITE WATERPROOFING SYSTEM PT WOOD LAGGING AND SOLDIER PILES 4'0" BRICK SHELF TO REMAIN BELOW FINISHED GRADE T.O. OPENING 116'-0" T.O.M. 111'-0" T.O.STEEL 115'-4" T.O.M. 116'-4" 1 A4.8 2' 10" A4.5 FIRST FLOOR 100' 0" PARKING LEVEL 86' 0" T.O.M 128' 8" 0.8 SCORING ON FACE OF BOND BEAM BOND BEAM, SEE STRU. DWG. 12"x4"x16" QUIK-BRIK MASONRY UNITS W/ LOOSE FILL INSULATION METAL DOOR, SEE DOOR SCHEDULE FOUNDATION WALL, SEE STRU. FTG, REF STRUCT. STEEL COL, SEE STRU TPO REINF. WATERPROOFING MEMBRANE TPO ROOF MEMBRANE ON 3" RIGID INSULATION PRECAST CONC. WALL CAP, TYPE BLOK FLASH THRU WALL FLASHING BOND BEAM, REF STRUCT. METAL DECK, REF STRUCT. ROOF FRAMING, REF STRUCT. BLOK FLASH THRU WALL FLASHING EXT. LIGHT FIXTURE, REF MEP GIRT, REF STRUCT FOR EL. SUSPENDED DUCTWORK, REF MEP INTER. SUSPENDED LIGHT FIXT. REF MEP 1/2" PMEJ w/SEALANT CONC. SLAB, REF STRUCT SALES 100 BELOW GRADE PARKING BENTONITE WATERPROOFING SYSTEM COL. BEYOND APPLIED CHANNEL, REF WINDOW SCHEDULE& DETAILS BOND BEAM, REF STRUCT. A4.4 1 TYP. A4.5 4 A4.5 4 A8.1 15 EXIT THRESHOLD A8.1 13 A4.5 GROUT SOLID & REINF. BREAK METAL CLOSURE PANEL CONC. WALLS PAINTED, REF FINISH SCHEDULE CRUSHED STONE WOOD LAGGING & SOLDIER PILES CONT. FLUID APPLIED WATERPROOFING COMPACTED BACKFILL T.O. BRICK SHELF 98'-0" 1 B.O. BOND BEAM 107' 4" T.O.M. 111' 0" B.O. BOND BEAM 116' 0" 1 1 CONC STOOP, REF STRU. PMEJ, REF CIVIL SIDEWALK, REF CIVILL FLOOR SLAB, REF STRU STEEL BEAM, REF STRU A4.5 3 WEEP HOLES REF STRUCT DWGS FOR SIZE AND SPACING 6" 4" 6" TYP STONE AGGREGATE DRAINAGE MEDIA REF CIVIL SPECS 4" FOUNDATION DRAIN SLOPE TO STORM WATER SYSTEM REF CIVIL FILTER FABRIC REF SPEC 02621 FILTER FABRIC SOCK REF SPEC 02621 FIRST FLOOR 100' 0" PARKING LEVEL 86' 0" 1 T.O.M 128' 8" EPOXY COATED RAILING ASSEMBLIES SIDEWALK TO STREET, REF CIVIL CONC. END WALLS, REF STRUCT CONC. STAIRS REINF. SLOPED CONC. SLAB, REF STRUCT. PRECAST CONC. WALL CAP, TYPE REINF. TPO WATERPROOFING MEMBRANE TPO ROOF MEMBRANE ON 3" RIGID INSULATION BLOK FLASH THRU WALL FLASHING REF. STRUCT. METAL DECKING REF. STRUCT. QUIK-BRIK BOND BEAM, REF STRUCT. ROOF FRAMING TRUSSES, REF STRUCT. QUIK-BRIK BOND BEAM REF STRUCT. BLOK FLASH THRU WALL FLASHING COMP. SUB BASE COMP. EARTH CONC. FTG, REF STRUCT. REINF. CONC. FND WALL. REF STRUCT. TERMINATION BAR FOR WATERPROOFING SYSTEM REF DOOR SCHED. BENTONITE WATERPROOFING SYSTEM BELOW GRADE PARKING SALES 100 A4.4 TYP. A8.1 15 A8.1 13 A4.5 4 A4.5 4 CONC. WALLS PAINTED, REF TO FINISH SCHEDULE 1/2" PMEJ w/ SEALANT CRUSHED STONE SOLDIER PILES & WOOD LAGGING CONC. FTG, REF STRUCT. B.O.M. 107' 4" REFER TO 6/VC1.1 FOR EXTERIOR STAIR DRAWINGS AND DETAILS SLOPE 1/8"/Ft. CONC. WALL. REF STRUCT. 6R @ 7" = 3'-6" T.O. STAIR 99'-11" VC1.1 6A/6B 12"x4"x16" QIUK BRIK MASONRY WALL w/ LOOSE FILL INSULATION 1 A4.5 3 SHEET NOTES 1. REFER TO SHEET F-1 FOR CONSTRUCTION CLASSIFICATIONS & FIRE RESISTANCE REQUIREMENTS. 2. REFER TO A2.1 FOR EXTERIOR FINISHES. THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 4/3/2012 1:38:28 PM C:\Revit Local Project Files\Walmart\10-097S Georgia Ave\5968_Washington(Georgia Ave),DC_A_V12_jws.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A3.3 EXTERIOR WALL SECTIONS 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/2" = 1'-0" 2 WALL SECTION THRU PEABODY SCREEN WALL 1/2" = 1'-0" 3 WALL SECTION THRU PEABODY DOOR 1/2" = 1'-0" 1 WALL SECTION @ EXTERIOR STAIR C 1 03/09/12REV #2 1 BID SET. NOT FOR CONSTRUCTION.

D.3 LOADING DOCK 96' 0" PARKING LEVEL LOW 80' 0" FIN GRADE, REF CIVIL 16" PRECAST CONC. WALL CAP BELOW GRADE PARKING GREEN ROOF 12" CONC SLOPED RETAINING WALL EXPOSED FACE FINISH DRAINAGE MAT RAIN GARDEN 6" INTENSIVE GROWTH MEDIA DRAINAGE MAT ROOT BARRIER FLUID APPLIED WATERPROOFING 2" MIN. DRAINAGE MEDIA (PEA GRAVEL) FILTER FABRIC FELT (16oz/sy) ROOT BARRIER FLUID APPLIED WATERPROOFING SYSTEM (VERTICAL) FLUID APPLIED WATERPROOFING A4.8 6 1' 0" T.O.M. VARIES T.O. SLAB VARIES T.O. GREEN ROOF 8" ABOVE DECK A4.8 7 PARKING LEVEL 86' 0" D.3 CONC CURB, REF STRUCT FINISH GRADE, REF CIVIL FOR LAWN AREA 16" PRECAST CONC. WALL CAP CONC. FTG, REF STRUCT. 1/2" PMEJ w/ SEALANT CONC. SLAB, REF STRUCT CONC. FND WALL REF STRUCT. COMPACTED BACKFILL REINF. CONC. ROOF DECK S.S. THRU WALL FLASHING GREEN ROOF FLUID APPLIED WATERPROOFING SYSTEM ROOT BARRIER CAPILLARY FABRIC DRAINAGE MEDIA (PEA GRAVEL) FILTER FABRIC (4oz/sy) 6" INTENSIVE GROWTH MEDIA ADJOINING PROPERTY BELOW GRADE PARKING A4.8 6 CONC. WALLS PAINTED, REF TO FINISH SCHEDULE CRUSHED STONE EXPOSED FACE CONC. WALL FLUID APPLIED WATERPROOFING SYSTEM ROOT BARRIER FELT (FABRIC 16oz/sy) DRAINAGE MAT 1"x2" PARAGRANULAR CANT SOLIDER PILES AND P.T. WOOD LAGGING BENTONITE WATERPROOFING SYSTEM S.S. TERM BAR T.O.WALL VARIES CONT. KEYWAY & WATERSTOP 1 1 1 1 1 1 1 T.O.GREEN ROOF +8" ABOVE DECK T.O. ROOF DECK VARIES A4.8 7 PARKING LEVEL 86' 0" FINISH GRADE, REF CIVIL FOR LAWN AREA PRECAST CONC. WALL CAP CONC. FTG, REF STRUCT. 1/2" PMEJ w/ SEALANT CONC. SLAB, REF STRUCT CONC. FND WALL REF STRUCT. BELOW GRADE PARKING COMPACTED BACKFILL FLUID APPLIED WATERPROOFING, ROOT BARRIER, & FELT (FABRIC (16oz/sy) SYSTEM CONT. KEYWAY & WATERSTOP REINF. CONC. ROOF DECK, REF STRUCT. GREEN ROOF CONT.FLUID APPLIED WATERPROOFING SYSTEM ROOT BARRIER CAPILLARY FABRIC DRAINAGE MEDIA (PEA GRAVEL) 2" MIN. 6" MIN. FILTER FABRIC (4oz/sy) 6" INTENSIVE GROWTH MEDIA 4" CANT STRIP FOR DRAINAGE CONC WALLS PAINTED, REF TO FINISH SCHEDULE BENTONITE WATERPROOFING SYSTEM P.T. WOOD LAGGING & SOLDIER PILES T.O.M. 100'-0" BOND BEAM, REF STRUCT. T.O. DECK 90' 8" 8"x4"x16" QUIK-BRIK A3.4 SIM WALMART LOADING DOCK DELIVERY SIGNAGE, REF TO A2.7 SOLID GROUT AT SIGN AREA A4.8 14 PARKING LEVEL 86' 0" G.8 BELOW GRADE PARKING GREEN ROOF 20" PRECAST CONC. PIER CAP 16"x16" QUIK-BRIK PIER 12" PRECAST CONC WALL CAP 8"x4"x16" QUIK BRIK SCREEN WALLS 6" INTENSIVE GROWTH MEDIA FILTER FABRIC (4oz/sy) 2" MIN. DRAINAGE MEDIA (PEA GRAVEL) ROOT BARRIER FLUID APPLIED WATERPROOFING BOND BEAM REF STRUCT FIN GRD, REF CIVIL FLUID APPLIED WATERPROOFING SYSTEM, ROOT BARRIER, & FELT (FABRIC 16oz/sy) REINF. CONC. FND WALL, REF STRUCT. SLOPED CONC. PARKING SLAB 1/2" PMEJ w/ SEALANT CRUSHED STONE PANEL WITH RINGS ORNAMENTAL METAL FENCE, REF SPEC. TYP. SCREEN WALL CONC. CURB, ELEV. VARIES w/ MASONRY COURSING FOOTING, REF STRUCT. CONC. WALLS PAINTED, REF TO FINISH SCHEDULE BENTONITE WATERPROOFING SYSTEM AT PERMANENT SHORING PT WOOD LAGGING AND SOLDIER PILES A3.4 8 A3.4 7 T.O.DECK VARIES 10" T.O.M. 98'-8"-VARIES T.O.M. 103'-4"-VARIES 1 A4.8 T.O.CURB 92' 0" A4.8 8 JIB CRANE ASSEMBLY BOND BEAM, REF STRUCT REF TO STRUCT FOR SOLID GROUT REQUIREMENTS AT JIB CRANE WALL ANCHORS PLATE ATTACHMENTS. ANCHORS PER MANUFACTURES RECOMMENDATIONS PRECAST CONC. WALL CAP, TYPE 1 BEYOND A2.9 A4.4 1 TYP. A4.4 1 TYP. THRU WALL ROOF DRAIN OVERFLOW T.O.M. 123' 8" REINF. TPO WATERPROOFING TPO ROOF MEMBRANE ON 3" RIGID INSULATION 12"x4"x16" QUIK-BRIK BEYOND T.O.M. 128' 0" G.8 1' 0" 3" 3 5/8" R1/2" 1 1/4" 1/8" x 2" x 2 1/2" x 1/2" SPLIT-TAIL STAINLESS STEEL ANCHOR PRECAST CONC. WALL CAP BOND BEAM, REF STRUCT. 8"x4"x16" QUIK-BRIK 8"x4"x16" QUIK-BRIK PIER, BEYOND EQ. EQ. ORNAMENTAL METAL FENCES, REF SPEC. 1/2" 4 1/2" T.O.M. VARIES 1' 4" RAILING CORE REINF. REF STRUCT. G.8 POST CAP, REF SPEC UPPER PICKET HORIZONTAL RAIL RING SECTION HORIZONTAL RAIL PICKET HORIZONTAL RAIL POST 8" 3 3/4" 1'11" 6" 4' 4" EQ EQ T.O.M. VARIES PICKET REFER TO ORNAMENTAL FENCE SPECIFICATION FOR SPECIFIC ENGINEERING REQUIREMENTS, COMPONENT MATERIALS AND SIZES A3.4 9 A3.4 8 SIM 10" 1/4" x 1/8" x 2" x 1/2" x 1/2" SPLIT-TAIL STAINLESS STEEL ANCHOR T.O.M. VARIES PRECAST CONCRETE PIER CAP 8"x4x16" QUIK-BRIK-LONG ELEVATION 8"x4x16" QUIK-BRIK-END ELEVATION 8"x4x16" QUIK-BRIK-LONG ELEVATION NOTE: ALL LOADING DOCK PIERS ARE CONSTRUCTED WITH ALTERNATING BRICK COURSES AS INDICATED. REF STRUCT FOR REINFORCING 2 1/2" 2" 10" 10" 1" R1/4" REF TO SCREEN WALL ELEVATIONS ON A4.6 T.O.M. VARIES T.O.M. VARIES T.O.M. VARIES EQ. EQ. EQ. 4' 8" TYPICAL POST BASES SET INTO MASONRY WALL THRU PRECAST CONCRETE WALL CAPS. CORE DEPTH DETERMINED BY ENGINEER BASED UPON WIND LOAD REQUIRMENTS. SET POSTS IN HIGH STRENGTH EPOXY GROUT OR PER MANUFACTURERS RECOMMENDATIONS. 7 A3.4 SIM 1' 4" 1' 4" VARIES REF PLAN SHEET NOTES 1. REFER TO SHEET F-1 FOR CONSTRUCTION CLASSIFICATIONS & FIRE RESISTANCE REQUIRMENTS. 2. REFER TO A2.1 FOR EXTERIOR FINISHES. THIS DRAWING WAS PREPARED FOR USE SITE AT CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON TIME. USE OF THIS DRAWING FOR ANOTHER PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS CONTRARY TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 3/19/2012 3:01:52 PM C:\001 Projects\097 Walmart\10097S Washington (Georgia)\01 Revit\5968_Washington(Georgia Ave),DC_A_V12_vy.rvt Washington DC, (Georgia Ave) 12/13/11 Washington DC, (Georgia Ave) Store No: 5968-00 A3.4 EXTERIOR WALL SECTIONS 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/2" = 1'-0" 2 WALL SECTION THRU GREEN ROOF @ RET WALL 1/2" = 1'-0" 3 WALL SECTION THRU RET. WALL & ADJ PROP. 1/2" = 1'-0" 4 WALL SECTION @ MISSIOURI AVE 1/2" = 1'-0" 1 WALL SECTION @ SITE SCREEN WALL 1/2" = 1'-0" 5 WALL SECTION AT JIB CRANE 3" = 1'-0" 8 PRECAST CONC. SCREEN WALL CAP 1 1/2" = 1'-0" 7 ORNAMENTAL METAL FENCE SECTION 3" = 1'-0" 9 PRECAST CONC. PIER CAP 1/2" = 1'-0" 6 ORNAMENTAL FENCE ELEVATION 1 1 03/09/12REV #2 BID SET. NOT FOR CONSTRUCTION.

BELOW GRADE PARKING PL. 16"x16" QUIK-BRIK PIER 20" PRECAST CONC. PIER CAP BEYOND 1' 0" CONC. DRIVE ENTRY REF. CIVIL COMPACTED FILL COMPACTED FILL TRENCH DRAIN IN CONC. ENCL, REF CIVIL MANUF'S STANDARD WATERPROOFING CORNER TREATMENT FELT (FABRIC 16oz/SY) ROOT BARRIER CONT. FLUID APPLIED WATERPROOFING SYSTEM CONC. FTG, REF STRUCT. 1/2" PMEJ w/SEALANT CONC. SLAB, REF STRUCT. REINF. CONC. FND WALL, REF STRUCT. REINF. CONC. ROOF DECK, REF STRUCT. DRIVE SLAB CURB 1/2" PMEJ w/ SEALANT PRECAST CONC. WALL CAP COURSE SAND (#10 AGGREGATE) FILTER FABRIC (6oz/sy) COURSE AGGREGATE (#8 STONE) HIGH COMPRESSIVE STRENGTH DRAINAGE MAT FELT (FABRIC 16oz/sy) CONT. FLUID APPLIED WATERPROOFING SYSTEM 4" VARIES 8" 6" 1' 2" DRIVE 4%SLOPE S.S. TERM BAR & SEALANT T.O.M. 100'-8" VARIES A3.4 9 BENTONITE WATERPROOFING SYSTEM P.T. WOOD LAGGING AT PERM. SOLDIER PILES 1 1 1 1 1 1 A3.14 PARKING LEVEL 86' 0" 15 CONC. CURBS AT SCREEN WALL, ELEV. VARIES REINF. CONC. ROOF DECK, REF STRUCT. BELOW GRADE PARKING 16"x16" QUIK-BRIK PIERS 1' 2" ORNAMENTAL METAL FENCE, REF SPEC. FIN. GRADE, REF CIVIL GREEN ROOF ASSEMBLY BUILT -UP TAPERED INSULATION CONC. FTG, REF STRUCT. 1/2" CONT. PMEJ w/ SEALANT CONC. SLAB, REF STRUCT. BENTONITE WATERPROOFING SYSTEM P.T. WOOD LAGGING FLUID APPLIED WATERPROOFING SYSTEM REIN. CONC. FND WALL, REF STRUCT. FILTER FABRIC(4oz/sy) 2" TRIANGLE GREEN ROOF DRAINAGE CHANNEL CONT. FLUID APPLIED WATERPROOFING SYSTEM 6" MIN. INTENSIVE GROWTH MEDIA ROOT BARRIER CAPILLARY FABRIC 2" DRAINAGE MEDIA (PEA GRAVEL) FILTER FABRIC (4oz/sy) T.O.M. 102'-0" T.O.M. 96'-0" T.O.CURB 89'-4"-VARIES 20" PRECAST CONC. PIER CAP PRECAST CONC. WALL CAP A3.4 9 A3.4 SIM A4.5 9 S.S. TERM BAR 1 1 1 1 TO CISTERN, REF TO CIVIL CATCH BASIN REF MEP. A4.8 14 SIM PARKING LEVEL 86' 0" E.6 E.5 REINF. CONC. SLAB COURSE AGGREGATE (#8 STONE) HIGH COMPRESSIVE STRENGTH DRAINAGE MAT CONT. FLUID APPLIED WATERPROOFING SYSTEM P.C. WHEELSTOPS 16" PRECAST CONC. WALL CAP 6" INTENSIVE GROWTH MEDIA GREEN ROOF ASSEMBLY DRAINAGE MAT 2" AGGREGATE DRAINAGE MEDIA (PEA GRAVEL) CONC. ROOF DECK, REF STRUCT BELOW GRADE PARKING LEVEL LOADING DOCK FELT (16oz/sy) FILTER FABRIC (6oz/sy) FILTER FABRIC (4oz/sy) ROOT BARRIER CONT. FLUID APPLIED WATERPROOFING SYSTEM CONC. SLAB, REF STRUCT. COMPACTED GRAVEL COMPACTED SUBGRADE NOTE: TOP OF CONC. CURB WALL IS A CONSISTENT 1'-6" ABOVE ROOF DECK FOR ENTIRE LENGTH. T.O.WALL +1'-6" ABV ROOF DECK 1 A4.8 1 1 NOTE: FINISHED GRADE FOR THE GREEN ROOF IS ALWAYS +8" ABOVE THE TOP OF THE SLOPED ROOF DECK. 1 1' 0" SHEET NOTES 1. REFER TO SHEET F-1 FOR CONSTRUCTION CLASSIFICATIONS & FIRE RESISTANCE REQUIRMENTS. 2. REFER TO A2.1 FOR EXTERIOR FINISHES. FIRST FLOOR 100' 0" 100' 8" TOP OF CURB 101' 8" TOP OF CURB 100' 8" FIN. GRADE REF CIVIL TOP OF CURB 100' 0" 4" 100' 4" T.O. BRICK SHELF 99' 0" T.O. BRICK SHELF 99' 0" T.O. BRICK SHELF T.O. BRICK SHELF 98' 0" 97' 0" T.O. BRICK SHELF 96' 0" T.O. BRICK SHELF 100' 0" FIN. EXIT FIN. GRADE REF CIVIL NOTE 2 THIS DRAWING WAS PREPARED FOR USE SITE AT CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON TIME. USE OF THIS DRAWING FOR ANOTHER PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS CONTRARY TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 3/19/2012 3:02:04 PM C:\001 Projects\097 Walmart\10097S Washington (Georgia)\01 Revit\5968_Washington(Georgia Ave),DC_A_V12_vy.rvt Washington DC, (Georgia Ave) 12/13/11 Washington DC, (Georgia Ave) Store No: 5968-00 A3.5 EXTERIOR WALL SECTIONS 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/2" = 1'-0" 1 WALL SECTION THRU LOADING DOCK ENTRY 1/2" = 1'-0" 3 WALL SECTION THRU SITE SCREEN WALL 1/2" = 1'-0" 2 WALL SECTION @ LOADING DOCK CURB 1 03/09/12REV #2 3/16" = 1'-0" 4 PEABODY BRICK SHELF ELEVATION 1 BID SET. NOT FOR CONSTRUCTION.

FIRST FLOOR 100' 0" PARKING LEVEL 86' 0" A.6 T.O.M 128' 8" TENANT ROOF 119' 4" B.2 ROOF DRAIN (BEHIND) C12X20, SEE STRU. STEEL BEAM, SEE STRU. ALUM. SOFFIT, SEE EXT. DETAIL 1/2" GYPSUM BOARD ON C1 5/8"X 3 5/8" METAL STUDS @ 16" C/C 8X4X16 QUIK-BRIK MASONRY UNITS W/ LOOSE FILL INSULATION TAPERED RIGID INSULATION SLOPED TO DRAIN ROOF DECK OVER W8X10 TAPERED RIGID INSULATION OVER ROOF DECK 4X4 HSS, SEE STRU. ROOF SLOPE 1/4" PER 1'-0" TYP. ROOF SLOPE 1/4" PER 1'-0" TYP. TENANT 1 800 PRECAST CONC. WALL CAP REINFORCED TPO ROOFING MEMBRANE ON 1/2" DENSDECK SHEATHING 8" METAL STUDS, SEE STRU. AIR SPACE 4X4X16 QUIK-BRIK MASONRY UNITS MECH. FASTENED TPO ROOFING MEMBRANE 3" POLYISO RIGID INSULATION 1 1/2" ROOF DECK, SEE STRU. ROOF JOISTS, SEE STRU. METAL STUDS @ 16" C/C (2) LAYERS 5/8" GYPSUM BOARD TPO ROOFING ON TAPERED INSULATION 4 5/8" 4 1/2" 2'-7" 1' 6" FINISH SIDEWALK, SEE CIVIL 4X4X16 QUIK-BRIK MASONRY UNITS SELF-ADHERED MEMBRANE FLASHING ALUM. CHANNEL FIXED TO INFILL PANEL CURTAIN WALL SYSTEM ALUM. CHANNEL FIXED TO INFILL PANEL 1" THICK IN FILL PANEL HORI. MULLION CURTAIN WALL HEAD MULLION(1" DEFLECTION), SEE WINDOW DETAIL SPANDREL GLASS PANEL, SEE WINDOW SCHEDULE VERTICLIP, SEE STRU. 1" SPRAY FIRE-PROOFING SPRAY FIRE-PROOFING CONC. SLAB, SEE STRU. A3.19 4 A3.19 1 1'-3" 3'-8 1/2" 3'-8 1/2" 3'-5 3/4" 2' 4" 7 1/2" A4.10 17 3 1/2" 3' 1 1/2" 2 1/2" 3'5 5/8" 1'-0 1/2" 7 1/2" 7 1/2" 1' 2" A3.9 A3.8 3 R.C. FTG, SEE STRU. BENTONITE SHEET MEMBRANE DRAINAGE MAT LAGGING BENTONITE SHEET MEMBRANE A3.19 1/2" EXTERIOR SHEATHING A4.4 6 5' 8" 10' 7" CONT. DEFLECTTION TRACK SIGNAGE 5/8" 1 3' 6" 4" 6" DUCT WORK, REF MEP SOUND ATTENUATION BLANKET, REF WALL TYPE. 3' 10" 11 1/4" OPENING WIDTH 2' 3 1/2" 3-HR RATED C-H STUD WALL SPRINKLER PIPES, REF MEP STONE AGGREGATE DRAINAGE MEDIA REF CIVIL SPECS WEEP HOLES REF STRUCT DWGS FOR SIZE AND SPACING 4" FOUNDATION DRAIN SLOPE TO STORM WATER SYSTEM REF CIVIL FILTER FABRIC REF SPEC 02621 FILTER FABRIC SOCK REF SPEC 02621 4" 6" TYP 6" 2X HORIZONTAL FIRE BLOCKING FIRST FLOOR 100' 0" PARKING LEVEL 86' 0" 1 TENANT ROOF 119' 4" 1' 0" 10' 0" STEEL BEAMS, SEE STRU. BOT. OF DECK 119' 6" FINISH GRADE, SEE CIVIL TOP OF BRICK 102' 4" TOP OF CURB 101' 8" 15' 10" CURTAIN WALL SYSTEM ALUM. CHANNEL FIXED TO INFILL PANEL 1" THICK IN FILL PANEL HORI. MULLION 5/8" FURRING WITH 1/2" GYPSUM BOARD 4X4X16 QUIK-BRIK MASONRY UNITS R.C. FTG, SEE STRU. FIN. PARKING LEVEL SLOPE 1/4"/Ft. BENTONITE SHEET MEMBRANE ALUM. CHANNEL FIXED TO INFILL PANEL 1 1/4" STEEL BEAM, SEE STRU. CONC. SLAB, SEE STRU. ALUM. SOFFIT, SEE EXT. DETAIL CURTAIN WALL HEAD MULLION(1" DEFLECTION), SEE WINDOW DETAIL SPANDREL GLASS PANEL, SEE WINDOW SCHEDULE C12X20, SEE STRU. FILL VOID WITH R13 BATT INSULATION TPO ROOFING ON TAPERED INSULATION METAL DECK FASTENED TO HSS, SEE STRU. A4.10 17 PEABODY STREET 2 1/4" 3'4" 3' 8" 1' 3" 3'8 1/2" 3'8 1/2" 3'5 3/4" 4 1/2" A3.6 4 3 1/2" 3' 1 1/2" 1/2" 2'-4" A3.19 4 DRAINAGE MAT LAGGING A3.19 ALUM. BRAKE METAL (TYP.) 1 1 3' 6" BRICK SHELF 100' 4" WEEP HOLES REF STRUCT DWGS FOR SIZE AND SPACING 4" 6" TYP 6" STONE AGGREGATE DRAINAGE MEDIA REF CIVIL SPECS 4" FOUNDATION DRAIN SLOPE TO STORM WATER SYSTEM REF CIVIL FILTER FABRIC REF SPEC 02621 FILTER FABRIC SOCK REF SPEC 02621 FIRST FLOOR 100' 0" 1 7/8" FURRING WITH 1/2" GYPSUM BOARD 8X4X16 QUIK-BRIK MASONRY UNITS W/ LOOSE FILL INSULATION CONC. SLAB, SEE STRU. 2 1/2" 8" 4" 8X4X16 QUIK-BRIK MASONRY UNITS C3 5/8"X1 5/8" STUDS @ 16" C/C METAL CORNER BEAD, TYP. ALUM. SILL, SEE WINDOW DETAIL SEALANT W/ BACKER ROD METAL FLASHING BRICK SHELF 100' 4" FILL CORE WITH CONCRETE, SEE STRU. 5/8" 5/8" FLUID APPLIED WATERPROOFING 18 GA BENT METAL L BEHIND MEMBRANE FLASHING FIN. CURB 4X4X16 QUIK-BRIK MASONRY UNITS CONC. FOUNDATION WALL, SEE STRU. C12X20, SEE STRU. 1/8" 4 5/8" 9 1/2" 1/2" 1' 5" 6" BENTONITE SHEET MEMBRANE 1/2" ALUM. BRAKE METAL 1 3/8" 1 T.O.CURB 101' 8" T.O.M 102' 4" THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 4/6/2012 9:40:59 AM C:\Revit Local Project Files\Walmart\10-097S Georgia Ave\5968_Washington(Georgia Ave),DC_A_V12_jws.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A3.6 SECTION TENANT 1 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/2" = 1'-0" 2 FRONT SECTION@TENANT 1 1 ISOMETRIC @TENANT 1 1/2" = 1'-0" 3 SIDE WALL @TENANT 1 1 1/2" 1'-0" 4 SIDE WALL SECTION 1 03/09/12REV #2 1 1 BID SET. NOT FOR CONSTRUCTION.

FIRST FLOOR 100' 0" Roof 124' 0" PARKING LEVEL 86' 0" A.3 T.O.M 128' 8" ENTRY CANOPY 111' 0" TENANT ROOF 119' 4" STEEL BEAM, SEE STRU. ROOF DRAIN BEYOND, SEE MEP TAPERED RIGID INSULATION SLOPED TO DRAIN ROOF DECK TAPERED RIGID INSULATION OVER ROOF DECK HSS, SEE STRU. 4 1/2" ROOF SLOPE 1/4" PER 1'-0" TYP. ROOF SLOPE 1/4" PER 1'-0" TYP. STORE FRONT TOP OF CHANNEL +120' 4" B.2 A4.10 17 A3.8 3 HORI. MULLION ENTRANCE DOOR, SEE DOOR SCHEDULE FIN. SOFFIT 12' 0" AFF TENANT 2 810 STEEL CHANNEL, SEE STRU. ALUM. DECK SLOPE TO GUTTER ALUM. GUTTER STEEL TUBE, SEE STRU. C12X20, SEE STRU. ALUM. SOFFIT, SEE EXT. DETAIL CURTAIN WALL HEAD MULLION, SEE WINDOW DETAIL SPANDREL GLASS PANEL, SEE WINDOW SCHEDULE ALUM. SOFFIT, SEE EXT. DETAIL FIN. SIDEWALK, SEE CIVIL PRECAST CONC. WALL CAP (TYPE 2) REINFORCED TPO ROOFING MEMBRANE METAL STUDS, SEE STRU. 1/2" DENSDECK AIR SPACE 4X4X16 QUIK-BRIK MASONRY UNITS MECH. FASTENED TPO ROOFING MEMBRANE 3" POLYISO RIGID INSULATION 1 1/2" ROOF DECK, SEE STRU. ROOF JOISTS, SEE STRU. METAL STUDS @ 16" C/C 5/8" GYPSUM BOARD VERTICLIP, SEE STRU. PARKING 001 1" SPRAY FIRE-PROOFING 3 SPRAY FIRE-PROOFING CONC. SLAB, SEE STRU. FOUNDATION WALL, SEE STRU. CONC. SLAB, SEE STRU. 1/2" 1/2" STEEL COLUMN (BEYOND) PILASTER (BEYOND) MECHANICAL SPACE 7' 2 1/4" 3 1/2" 19' 0 1/2" A4.10 3 STEEL COL(BEYOND) A3.19 PRECAST CAP, SEE CIVIL RETAINING WALL, SEE CIVIL CONC. FOUNDATION, SEE CIVIL A3.9 4 3" DIA. ALUM. PAINTED DOWNSPOUT BEHIND COLUMN WEB R.C. FTG, SEE STRU. BENTONITE SHEET MEMBRANE DRAINAGE MAT PLANKING BENTONITE SHEET MEMBRANE 3' 7/8" METAL STUD BRACE @ 16" O.C., ATTACH BRACE TO STUD WITH (3) #10 TEK SCREWS SOUND ATTENUATION BATT 5/8" GYPSUM BOARD SOFFIT A3.9 3 A4.4 A4.10 9 CONT. DEFLECTION TRACK CONT. DEFLECTION TRACK CONT. 1" DEFLECTION TRACK 2 1/2" FIN. SIDEWALK, SEE CIVIL LIGHT FIXTURES, REF CIVIL 1' 4" RAILING, SEE CIVIL 2' 2 5/8" 3' 6" 4" R-19 BATT INSULATION EXTENDED 6" PAST ROOF DECK 1 DOWNLIGHT, REF MEP 2' 0" 2' 3" 1/2" EXTERIOR SHEATHING 3' 10" 4" 4" 3' 5 1/4" LIGHT FIXTURES, REF CIVIL 5 3/8" 1'4 3/8" T.O.M. 103' 8" RETAINING WALL STONE AGGREGATE DRAINAGE MEDIA REF CIVIL SPECS WEEP HOLES REF STRUCT DWGS FOR SIZE AND SPACING 4" FOUNDATION DRAIN SLOPE TO STORM WATER SYSTEM REF SPEC 02621 FILTER FABRIC REF SPEC 02621 FILTER FABRIC SOCK REF SPEC 02621 4" 6" TYP 6" 2X HORIZONTAL FIRE BLOCKING 1 THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 4/6/2012 9:41:09 AM C:\Revit Local Project Files\Walmart\10-097S Georgia Ave\5968_Washington(Georgia Ave),DC_A_V12_jws.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A3.7 SECTION TENANT 2 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/2" = 1'-0" 2 FRONT WALL SECTION@ TENANT 2 1 ISOMETRIC @ TENANT 2 1 03/09/12REV #2 BID SET. NOT FOR CONSTRUCTION.

FIRST FLOOR 100' 0" PARKING LEVEL 86' 0" A.3 T.O.M 128' 8" LOW ROOF 116' 0" B.2 CONC. PRECAST CAP, SEE CIVIL FIN. SIDEWALL, SEE CIVIL. TOP OF CHANNEL +120' 4" ROOF SLOPE 1/4" PER 1'-0" TYP. PRECAST CONC. WALL CAP (TYPE 2) REINFORCED TPO ROOFING MEMBRANE METAL STUDS, SEE STRU. 1/2" DENSDECK SHEATHING AIR SPACE 4X4X16 QUIK-BRIK MASONRY UNITS MECH. FASTENED TPO ROOFING MEMBRANE 3" POLYISO RIGID INSULATION 1 1/2" ROOF DECK, SEE STRU. ROOF JOISTS, SEE STRU. METAL STUDS @ 16" C/C VERTICLIP, SEE STRU. STEEL BEAM, SEE STRU. TAPERED RIGID INSULATION SLOPED TO DRAIN ROOF DECK, REF STRU TAPERED RIGID INSULATION OVER ROOF DECK HSS, SEE STRU. C12X20, SEE STRU. ALUM. SOFFIT, SEE EXT. DETAIL CURTAIN WALL HEAD MULLION, SEE WINDOW DETAIL SPANDREL GLASS PANEL, SEE WINDOW SCHEDULE 1/2" GYPSUM BOARD ON C 5/8"X 3 5/8" METAL STUDS @ 16" C/C. FILL SPACE WITH BATT INSULATION 8X4X16 QUIK-BRIK MASONRY UNITS W/ LOOSE FILL INSULATION FINISH SIDEWALK, SEE CIVIL SELF-ADHERED MEMBRANE FLASHING ALUM. CHANNEL FIXED TO INFILL PANEL CONC. SLAB, SEE STRU. TENANT 2 810 CURTAIN WALL SYSTEM ALUM. CHANNEL FIXED TO INFILL PANEL 1" THICK IN FILL PANEL HORI. MULLION 1" SPRAY FIRE-PROOFING SPRAY FIRE-PROOFING CONC SLAB, SEE STRU. A4.10 17 3 1/2" A3.8 3 A3.19 4 A3.19 A3.9 4 ROOF SLOPE 1/4" PER 1'-0" TYP. R.C. FTG, SEE STRU. BENTONITE SHEET MEMBRANE DRAINAGE MAT PLANKING BENTONITE SHEET MEMBRANE SOUND ATTENUATION BATT INSULATION A4.4 6 A3.19 PRECAST CAP, SEE CIVIL RETAINING WALL, SEE CIVIL LIGHT FIXTURES, REF CIVIL RAILING, SEE CIVIL 4" 8" 1' 4" 4X4X16 QUIK-BRIK MASONRY UNITS T.O. WALL 101' 4" 5/8" 3/8" 1/2" GYPSUM BOARD ON 7/8" METAL FURRINGS @ 16" C/C 1 4 5/8" 3' 6" 4" R-19 BATT INSULATION EXTENDED 6" PAST ROOF DECK 1 1/2" EXTERIOR SHEATHING REFER TO PLAN FOR WALL TYPE 1" DEFLECTION TRACK T.O.M. 103' 8" A3.9 3 1 FIN. CLG. 9' 0" AFF STONE AGGREGATE DRAINAGE MEDIA REF CIVIL SPEC WEEP HOLES REF STRUCT DWGS FOR SIZE AND SPACING 4" FOUNDATION DRAIN SLOPE TO STORM WATER SYSTEM REF SPEC 02621 FILTER FABRIC REF SPEC 02621 FILTER FABRIC SOCK REF SPEC 02621 4" 6" TYP 6" 2X HORIZONTAL FIRE BLOCKING 1 TENANT ROOF 119' 4" B.2 HSS, SEE STRU. 1' 0 1/2" CUT-EDGE SEALANT FASTENING PLATE, 12" C/C. REINFORCED MEMBRANE TERMINATION BAR SEALANT STAINLESS STEEL DRIP EDGE TAPERED INSULATION BUILT-UP POLYISO INSULATION STEEL ANGLE, SEE STRU. WEEP HOLES @ 32" C/C AIR SPACE 1/2" EXTERIOR SHEATHING R-19 BATT INSULATION AIR BARRIER OVERLAP FLASHING 2" MIN. METAL DECK TPO ROOFING ON RIGID INSULATION MOTAR NET 4X4X16 QUIK-BRIK MASONRY UNITS ADJUSTABLE WALL TIES @ 16" C/C VERT. STEEL BEAM, SEE STRU. 2" 1 1/2" 4" 2.6 LOW ROOF 116' 0" TENANT ROOF 119' 4" A3.8 3 A4.10 13 TAPERED INSULATION ROOF DECK, SEE STRU. 22 GA. ECONOLAP 3/4" PROFILE ALUM. SOFFIT STEEL CHANNEL, SEE STRU. 6" 1' 4" 6 3/8" TPO ROOFING ON TAPERED INSULATION 2" POLYISO RIGID INSULATION ON ROOF DECK STEEL BEAMS, REF STRU 3 5/8" METAL STUDS BRACING FIXED TO STEEL BEAM @ 32" C/C FIN. CEILING, 12' 2" AFFL 1/2" GYPSUM BOARD SOFFIT 1/2" GB ON 5/8" STUDS @ 16" C/C ROOF DECK 2" POLYISO RIGID INSULATION TPO ROOFING 4X4X16 QUIK-BRIK MASONRY UNITS TAPERED INSULATION 1" DEFLECTION TRACK METAL STUDS WITH R13 BATT INSULATION GYPSUM BOARD EXTENDED 6" ABOVE CEILING(TYP.) 1/2" EXTERIOR SHEATHING STEEL BEAM, REF STRU. 1" DEFLECTION GAP AT TOP OF CMU STEEL TUBE, REF STRU SLOPE 1/4"/Ft. SLOPE 1/4"/Ft. R-19 BATT INSULATION BETWEEN TUBES 2' 2" STEEL TUBES, SEE STRU. 1 THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 4/6/2012 9:41:22 AM C:\Revit Local Project Files\Walmart\10-097S Georgia Ave\5968_Washington(Georgia Ave),DC_A_V12_jws.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A3.8 SECTION TENANT 2 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/2" = 1'-0" 2 WALL SECTION@ TENANT 2 1 ISOMETRIC@TENANT 2 3" 1'-0" 3 WALL BASE FLASHING DETAIL 3/4" = 1'-0" 4 SECTION 1 03/09/12REV #2 BID SET. NOT FOR CONSTRUCTION.

FIRST FLOOR 100' 0" PARKING LEVEL 86' 0" A.3 A.2 T.O.M 128' 8" LOW ROOF 116' 0" BOD HP 124' 2 3/4" B.2 5/8" GYPSUM BOARD ON METAL STUDS MESH PANELS TAPERED RIGID INSULATION OVER ROOF DECK 4X4 HSS ROOF SLOPE 1/4" PER 1'-0" TYP. ALUM. CHANNEL FIXED TO INFILL PANEL C6X1 5/8"X18 GA.METAL STUD AT 16" C/C ANCHORED TO WALL STUDS WITH #10 TEK SCREWS (TYP.) FINISH SIDEWALK, SEE CIVIL CONC SLAB, SEE STRU. 1" SPRAY FIRE-PROOFING 3 " SPRAY FIRE-PROOFING 8X4X16 QUIK-BRIK MASONRY UNITS W/ LOOSE FILL INSULATION CONC. SLAB, SEE STRU. PRECAST CONC. WALL CAP (TYPE 2) REINFORCED TPO ROOFING MEMBRANE 8" METAL STUDS, SEE STRU. AIR SPACE 4X4X16 QUIK-BRIK MASONRY UNITS MECH. FASTENED TPO ROOFING MEMBRANE 3" POLYISO RIGID INSULATION 1 1/2" ROOF DECK, SEE STRU. ROOF JOISTS, SEE STRU. METAL STUDS @ 16" C/C 5/8" GYPSUM BOARD VERTICLIP, SEE STRU. A4.10 17 C12X20, SEE STRU. ALUM. SOFFIT, SEE EXT. DETAIL CURTAIN WALL HEAD MULLION, SEE WINDOW DETAIL SPANDREL GLASS PANEL, SEE WINDOW SCHEDULE MEN 165 WOMEN 166 FIN. CLG. SEE SCHEDULE. STEEL BEAM, SEE STRU. A3.9 A3.8 3 A3.9 3 5/8" GYPSUM BOARD METAL STUD WALL, SEE PLAN R-19 BATT INSULATION EXTENDED 6" ABOVE ROOF DECK TRELLIS, SEE STRU. A2.10 10 3' 9 1/2" R.C. FTG, SEE STRU. BENTONITE SHEET MEMBRANE DRAINAGE MAT 2xPLANKING BENTONITE SHEET MEMBRANE CONT. DEFLECTION TRACK SLOPE 1 3' 6" 4" 1 A4.5 FIN. SOFFIT 12' 0" AFF TOP OF QUIK-BRIK +11' 0" AFF TOP OF CURB 101' 4" STONE AGGREGATE DRAINAGE MEDIA REF CIVIL SPEC WEEP HOLES REF STRUCT DWGS FOR SIZE AND SPACING 4" FOUNDATION DRAIN SLOPE TO STORM WATER SYSTEM REF SPEC 02621 FILTER FABRIC REF SPEC 02621 FILTER FABRIC SOCK REF SPEC 02621 6" 4" 6" TYP 2X HORIZONTAL FIRE BLOCKING 2" 3/4" 3 1/4" 4" 1' 6" 5/8"1 3/8" 1 1/4" 1/8" 2" 2 1/2" 1/2" SPLITTAIL STAINLESS STEEL ANCHOR 40 MIL RUBBERIZED BITUTHENE GASKET 3" X 3" 28 GA. (0.015) STAINLESS STEEL FLASHING WITH 1/2"-45 DEG. HEMMED DRIP EDGE(S) GROUT TOP COURSE OF QUIK BRIK SOLID (TYP.) 45 DEG. HEMMED DRIP 1/4" DIA. X 1/4" EXPANSION PIN (DRILL & SET) 1/2" DENSDECK REINFORCED TPO ROOFING MEMBRANE 9" 3/8" SLOPE 1/2" EXT. SHEATHING PRECAST CONC. CAP (TYPE 2) 1 MORTAR NET BLOK FLASH PAN 12X4X16 QUIK-BRIK MASONRY UNITS FOUNDATION WALL, SEE STRU. SIDEWALK, SEE CIVIL FLOOR SLAB, SEE STRU. PARASEAL PARATERM TERMINATION BAR WITH FASTENERS AT 8" O.C. DRAINAGE MAT BENTONITE SHEET MEMBRANE SEALANT WATERPRROFING MEMBRANE FLASHING TOP OF WALL 101' 4" FIRST FLOOR 100' 0" 4" 8" 4X4X16 QUIK-BRIK PMEJ & SEALANT THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 4/6/2012 9:41:31 AM C:\Revit Local Project Files\Walmart\10-097S Georgia Ave\5968_Washington(Georgia Ave),DC_A_V12_jws.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A3.9 SECTIONREST ROOM 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/2" 1'-0" 2 WALL SECTION@REST ROOM 1 ISOMETRIC @ RESTROOM 3" = 1'-0" 4 PRECAST COPING DETAIL 3" = 1'-0" 3 WALL BASE DETAIL 1 03/09/12REV #2 1 BID SET. NOT FOR CONSTRUCTION.

FIRST FLOOR 100' 0" PARKING LEVEL 86' 0" AA A ENTRY LOWER SIDE ROOF 118' 0" ENTRY UPPER SIDE ROOF 125' 6" ROOF DRAIN WIRE MESH SLOPE SLOPE STEEL COLUMN, SEE STRU. RECLAIMED BRICK STEEL CHANNEL, SEE STRU. ALUM. SILL COVER CONC. SLAB, SEE STRU. STEEL COLUMN, SEE STRU. 22 GA. ECONOLAP 3/4" PROFILE ALUM. SOFFIT 1" DEFLECTION AT HEAD PRECAST SILL RECLAIMED BRICK METAL STUDS, SEE STRU. TPO ROOFING ON TAPERED INSULATION 2" POLYISO INSULATION ON METAL DECK STEEL BEAM, SEE STRU. 4X4X16 QUIK-BRIK MASONRY UNITS METAL STUDS, SEE STRU. STEEL BEAM, SEE STRU. CURTAIN WALL MULLION ALUM CHANNEL ALUM. CHANNEL STEEL TUBE, SEE STRU. 3" DIA. DOWNSPOUT CONNECT TO STORM DRAIN, SEE MEP 3" DIA. DOWNSPOUT CONNECT TO STORM DRAIN, SEE MEP A3.8 A4.10 17 A4.10 17 22 GA. ECONOLAP 3/4" PROFILE ALUM. SOFFIT TOM 121' 8" A3.11 4 R.C. FTG, SEE STRU. BENTONITE SHEET MEMBRANE DRAINAGE MAT LAGGING FLUID APPLIED WATERPROOFING ABOVE BENTONITE SHEET MEMBRANE ALUM. BRAKE METAL ALUM. BRAKE METAL A3.19 A3.19 BENTONITE SHEET MEMBRANE 3' 0" 1' 4" 1 A3.11 5 A3.19 2 DOWNLIGHT, REF MEP BANNER, SEE DWG A2.10 LIGHT FIXTURE, SEE MEP BANNER BRACKET FASTENED TO STEEL COLUN, SEE DWG A2.10 ARCH CANOPY, SEE 9/A2.3 LIGHT FIXTURE, SEE MEP ARCH BEYOND FIN. SIDEWALK, SEE CIVIL 11'0" CONC BEAM REF STRUCT DWGS 7/8" TAPERED INSULATION ON 1" RIGID INSULATION DRAIN SUMP STONE AGGREGATE DRAINAGE MEDIA REF CIVIL SPECS WEEP HOLES REF STRUCT DWGS FOR SIZE AND SPACING 4" FOUNDATION DRAIN - SLOPE TO STORM WATER SYSTEM REF SPEC 02621 FILTER FABRIC REF SPEC 02621 FILTER FABRIC SOCK REF SPEC 02621 6" 4" 6" TYP FIRST FLOOR 100' 0" PARKING LEVEL 86' 0" 4.5 4.2 LOW ROOF 116' 0" ENTRY LOWER SIDE ROOF 118' 0" ENTRY UPPER SIDE ROOF 125' 6" ELEVATOR PIT 82' 0" 4.3 3' 2" 4X4X16 QUIK-BRIK MASONRY UNITS FOUNDATION WALL, SEE STRU. CONC. SLAB, SEE STRU. 22 GA. ECONOLAP 3/4" PROFILE ALUM. SOFFIT 1" DEFLECTION AT HEAD WINDOW SILL, SEE SCHEDULE BATT INSULATION METAL STUDS, SEE STRU. TPO ROOFING ON TAPERED INSULATION 2" POLYISO INSULATION ON METAL DECK STEEL BEAM, SEE STRU. RECLAIMED BRICK STEEL TUBE, SEE STRU. 7/8" TO FACE OF STUD TOM 121' 8" SLOPE SLOPE 1/4"/Ft. ROOF DRAIN DISCHARGE ONTO LOWER ROOF, SEE MEP TAPERED INSULATION ON 1" RIGID INSULATION METAL DECK, SEE STRU. TPO ROOFING ON TAPERED INSULATION ELBOW DISCHARGE ONTO SPLASH BOARD, SEE MEP STEEL BEAM, SEE STRU. RECLAIMED BRICK, SEE DWG. A2.6 STEEL BEAM, SEE STRU. GB ON 3 5/8" METAL STUDS FURRING 22 GA. ECONOLAP 3/4" PROFILE ALUM. SOFFIT MURAL FACE CMU WALL, SEE STRU. PEDESTAL, SEE DWG. A2.6 A4.10 17 A4.10 17 A3.8 3 22 GA. ECONOLAP 3/4" PROFILE ALUM. SOFFIT RECLAIMED BRICK CMU BACKUP WALL, SEE STRU ELEVATOR SHAFT, SEE 3/VC2 CONC. SLAB, SEE STRU. 3" DEFLECTION TRACK, SEE STRU. 1' 1" 1' 6" 1' 0" SPRAY FIREPROOFING A3.8 1' 4" T.O.M. 115' 0" 3/4" 22 GA. ECONOLAP 3/4" PROFILE ALUM. SOFFIT STEEL CHANNEL, SEE STRU. 1' 0" 4" X 12" X 30" PRECAST CONC. SPLASH BLOCK 17" X 5/8" PRECAST CONC. SILL 2' 0" FIN. CLG. +10' 2" AFF LIGHT FIXTURE, SEE MEP LIGHT FIXTURE, SEE MEP CART BARRIER, SEE 4/A3.13 A3.11 CART BARRIER, SEE 4/A3.13 4'0" A3.19 8 2-HR RATED CEILING, SEE DWG. 3/VC2 1 TO SILL 122' 0" A 3" 3 3/4" ALUM. SILL, SEE WINDOW SCHEDULE SEALANT WITH BACKER ROD 17" X 5/8" PRECAST CONC. SILL STAINLESS STEEL DRIP EDGE STEEL TUBE, SEE STRU. 1/2" EXTERIOR SHEATHING RECLAIMED BRICK STEEL TRACK, SEE STRU. R13 MIN. BATT INSULATION SEALANT WITH BACKER ROD STEEL COLUMN BEYOND SLOPE 45 DEG. HEMMED DRIP EDGE 4X4X16 QUIK-BRIK MASONRY UNITS WALL TIE @ 16" O.C. VERT. 10" SEALANT 3" 1/4" X 1/8" X 2" SPLITTAIL STAINLESS ANCHOR TOM 121' 4" A ENTRY UPPER SIDE ROOF 125' 6" 3" FILL GAP WITH BATT INSULATION 1/8" THICK ALUM ANGLE BOTH SIDE ALUM. TRIM ALUM SOFFIT ATTACHED TO STEEL CHANNELS STEEL TUBE, REF STRU. STEEL BEAM, REF STRU. WINDOW HEAD (ALLOW 1" DEFLECTION) 1" DEFLECTION FRT BLOCKING ALUM. SOFFIT 3" 6" BATT INSULATION 2" THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 4/3/2012 3:58:17 PM C:\Revit Local Project Files\Walmart\10-097S Georgia Ave\5968_Washington(Georgia Ave),DC_A_V12_jws.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A3.11 BUILDING SECTIONS 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/2" = 1'-0" 3 WALL SECTION THRU LOWER SIDE ROOF 1/2" 1'-0" 2 WALL SECTION THROUGH ELEVATOR SHAFT 3" = 1'-0" 4 WINDOW SILL DETAIL 3" = 1'-0" 5 HEAD DETAIL 1 SIOMETRIC @ VESTIBULE LEFT ROOF 1 03/09/12REV #2 1 BID SET. NOT FOR CONSTRUCTION.

FIRST FLOOR 100' 0" PARKING LEVEL 86' 0" AA A ENTRY CANOPY 111' 0" B.1 B A4.12 14 PROPERTY LINE STEEL CHANNEL, SEE STRU. VESTIBULE 102 ENTRY VESTIBULE 101 6 A3.12 TPO ROOFING ON 1" RIGID INSULATION METAL DECK, 1/4"/FT. SEE STRU. ROOF SLOPE 1/4" PER 1'-0" TYP. ALUM. SOFFIT ATTACHED TO STEEL CHANNEL STOREFRONT PANEL, SEE WINDOW SCHEDULE FOR TYPE STEEL TUBE, SEE STRU. BOT. OF STEEL 7' 1/2" AFF 7'8 1/2" STEEL BEAM, SEE STRU. ALUM. SOFFIT STEEL BEAM, SEE STRU. CURTAIN WALL, SEE SCHEDULE STEEL BEAM, SEE STRU. STEEL BEAM, SEE STRU. DUCT WORK, SEE MEP 2' 8" TPO ROOFING ON 3" RIGID INSULATION 1/4" DENSDECK ON METAL DECK, SEE STRU. STEEL BEAM, SEE STRU. ALUM. SOFFIT ATTACHED TO STEEL CHANNEL R-19 MIN. BATT INSULATION 1/2" DENSDECK EXTERIOR SHEATHING STEEL BEAM, SEE STRU. TPO ROOFING ON 3" RIGID INSULATION MURAL PANEL, SEE WINDOW SCHEDULE TRANSOM, SEE DOOR SCHEDULE SLIDING DOOR, SEE DOOR SCHEDULE STEEL TUBE, SEE STRU. ALUM. SOFFIT ATTACHED TO STEEL CHANNEL STANLEY 3000 SLIDER, SEE DOOR SCHEDULE SLAB ON GRADE, SEE STRU. DRAIN PIPE CONNECTED TO STORM LINE, SEE CIVIL FOOTING BEYOND, SEE STRU. R.C. FTG, SEE STRU. CONC. SLAB, SEE STRU. RECLAIMED BRICK ARCH, SEE A2.6 STEEL BEAM, SEE STRU. STEEL BEAM, SEE STRU. 19'6" GWB CEILING, SEE CLG SCHEDULE OPEN A4.12 13 A4.12 18 TOP OF STEEL, HP 11' 8" AFF A3.19 7 A3.12 10' 10" 2 1/2" 2"/12" SIGNAGE SUPPORT, SEE STRU. 1" RIGID INSULATION TIE ROD, SEE STRU. A3.14 3 4" 2" 36' 15/8" STEEL BEAM BEYOND, SEE STRU. BENTONITE SHEET MEMBRANE DRAINAGE MAT LAGGING FLUID APPLIED WATERPROOFING BENTONITE SHEET MEMBRANE SIGNAGE, SEE A2.7 A4.4 6 1 5 1/2" STAINLESS STEEL BOLLARD (TYPE 1), SEE 4/A9 ALUM. PANEL WI ACCESS PANEL FOR ROOF DRAIN CLEAN-OUT 2' 7" 2' 1" 2' 4" 7' 8" LIGHT FIXTURE, REF MEP. 1' 2" LIGHT FIXTURE, REF MEP HEATER, REF MEP CONC STOOP, REF STRU. 1 STONE AGGREGATE DRAINAGE MEDIA REF CIVIL SPEC WEEP HOLES REF STRUCT DWGS FOR SIZE AND SPACING 4" FOUNDATION DRAIN SLOPE TO STORM WATER SYSTEM REF SPEC 02621 FILTER FABRIC REF SPEC 02621 FILTER FABRIC SOCK REF SPEC 02621 6" 4" 6" TYP 2X HORIZONTAL FIRE BLOCKING FIRST FLOOR 100' 0" 5.2 5.5 ENTRY CANOPY 111' 0" 5.3 18' 4" 1/4" ALUM. SOFFIT ATTACHED TO STEEL CHANNEL STEEL TUBE, SEE STRU. STEEL CHANNEL, SEE STRU. TPO MEMBRANE ON TAPERED INSULATION STEEL DECK, SEE STRU. SLOPE 1/4"/Ft. 4 3/8" STOREFRONT PANEL, SEE WINDOW SCHEDULE FOR TYPE ROOF DRAIN, SEE MEP DRAIN SUMP DRAIN PIPE INSIDE, SEE MEP FIN. SIDEWALK, SEE CIVIL STOREFRONT, SEE WINDOW SCHEDULE STEEL CHANNEL FASTENED TO INFILL PANEL SLAB ON GRADE, SEE STRU. 1' 0" 3' 0" TPO MEMBRANE TPO MEMBRANE STAINLESS STEEL BOLLARDS A4.10 16 7'8" 1/2" JOINT METAL PANEL ACCESS PANEL ON BOTH SIDES FOR ROOF DRAIN CLEAN-OUT 3" HEATER, REF MEP 1 ENTRY CANOPY 111' 0" SILCONE SEALANT WI BACKING ROD 18 GA. COATED METAL FLASHING SURE-WELD CUT-EDGE SEALANT HOT AIR WELD SURE-WELD REINFORCED MEMBRANE ON 1" POLYISO INSULATION METAL DECK, SEE STRU. 1 1/2" 1' 7" ALUM TRIM ALUM SOFFIT STEEL CHANNELS FIXED TO STEEL TUBES STEEL CHANNEL, SEE STRU. STEEL ANGLE, SEE STRU. STEEL TUBE, SEE STRU. STEEL TUBE, SEE STRU. SILCONE SEALANT STOREFRONT, SEE WINDOW SCHEDULE ROOF DRAIN, SEE MEP TPO ROOFING ON TAPERED POLYISO INSULATION STEEL DECK, SEE STRU. 1" POLYISO INSULATION 2X3X3/16" ALUM. ANGLE FRAME 1/8" ALUM. PANEL PLUMBING ENCLOSURE WITH ALUM. ACCESS PANEL FOR CLEAN-OUT DRAIN PIPE SLOPE 1/4"/Ft. FRP WOOD BLOCKING ALUM. SOFFIT STEEL BRACKET, SEE STRU. THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 4/6/2012 9:41:46 AM C:\Revit Local Project Files\Walmart\10-097S Georgia Ave\5968_Washington(Georgia Ave),DC_A_V12_jws.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A3.12 SECTIONSENTRY VESTIBULE 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/2" = 1'-0" 2 WALL SECTION@VESTIBULE 1/2" = 1'-0" 6 VESTIBULE SECTION 1 ISOMETRIC @VESTIBULE 1 1/2" = 1'-0" 5 VESTIBULE ROOF DETAIL 1 1 03/09/12REV #2 BID SET. NOT FOR CONSTRUCTION.

FIRST FLOOR 100' 0" PARKING LEVEL 86' 0" A.6 AA A T.O.M 128' 8" ENTRY LOWER SIDE ROOF 118' 0" ENTRY UPPER SIDE ROOF 125' 6" BOD HP 124' 2 3/4" A.8 B.1 B MEZZANINE 112' 0" USE ELOW TO TURN PIPE CLOSER TO COLUMN IF POSSIBLE PRECAST CONC. WALL CAP (TYPE 2) REINFORCED TPO ROOFING MEMBRANE C8X 5/8" METAL STUDS @ 16" C/C, SEE STRU. 1/2" DENSDECK EXTERIOR SHEATHING AIR SPACE 4X4X16 QUIK-BRIK MASONRY UNITS MECH. FASTENED TPO ROOFING MEMBRANE 3" POLYISO RIGID INSULATION 1/2" ROOF DECK, SEE STRU. A3.9 4 A3.8 3 AD OFFICE 175 CUSTOMER SERVICE 105 CART STORAGE 104 PARKING 001 SLOPE 1/4"/Ft. TOP OF CHANNEL +119' 6" ALUM. SOFFIT, SEE EXT. DETAIL STEEL COL(BEYOND) A4.10 17 SIDEWALK, SEE CIVIL 7 1/2" ROOF DRAIN, SEE MEP A4.10 17 A3.8 3 FIN. SOFFIT +10' 6" AFF FIN. SOFFIT +8' 0" AFF SLOPE 1/4"/Ft. SLOPE 1/4"/Ft. FIN. CLG, SEE SCHEDULE PRECAST SILL 5/8" METAL STUDS @ 16" OC. R-19 BATT INSULATION ON 8" METAL STUDS @ 16" OC. STEEL BEAM, SEE STRU. WINDOW HEAD, SEE WINDOW SCHEDULE HORI. MULLION FIN SLAB, SEE STRU. WINDOW SILL, SEE WINDOW SCHEDULE CART BARRIER, SEE 4/A3.13 LIGHT FIXTURE, SEE MEP 22 GA. ECONOLAP 3/4" PROFILE ALUM. SOFFIT FIN. CLG, SEE SCHEDULE FIN. CLG, SEE SCHEDULE DUCT WORK, SEE MEP CURTAIN WALL, SEE WINDOW SCHEDULE ALUM CHANNEL ATTACHED TO INFILL PANEL TOM 121' 8" SLOPE 1/4"/Ft. DRAIN SUMP 22 GA. ECONOLAP 3/4" PROFILE ALUM. SOFFIT STEEL CHANNEL, SEE STRU. TAPERED INSULATION TPO ROOFING ALUM. HEAD WITH 1" DEFLECTION GAP, SEE WINDOW SCHEDULE 4X4X16 QUIK-BRIK MASONRY UNITS TPO MEMBRANE ON TAPERED INSULATION 2" POLYISO RIGID INSULATION ON METAL DECK TAPERED INSULATION DOWNSPOUT BEHIND COLUMN CONNECTED TO DRAINAGE DRAINAGE, SEE CIVIL 1/2' GYPSUM BOARD ON 3 5/8" METAL STUDS @ 16" OC. PARTITION, SEE PLAN FOR TYPE RECLAIMED BRICK SPACE EVENLY METAL STUDS @ 16" OC., SEE PARTITION SCHEDULE FOR WALL TYPE 4" O.D.STAINLESS STEEL TUBE CART BARRIER @ 4' 0" O.C., SEE DETAIL 4/A3.13 1'0" 17'0" 3' 10" A3.13 8 1/2' GYPSUM BOARD ON 3 5/8" METAL STUDS @ 16" OC. A3.14 FOOTING BEYOND, SEE STRU. R.C. FTG, SEE STRU. BENTONITE SHEET MEMBRANE DRAINAGE MAT LAGGING BENTONITE SHEET MEMBRANE ALUM BRAKE METAL (TYP.) ALUM BRAKE METAL (TYP.) A3.19 3 A3.19 A4.4 1 A3.19 11 5' 6 3/8" 45.00° CONT. DEFLECTION TRACK CONT. DEFLECTION TRACK 1 2' 5/8" A3.19 5 DOWNLIGHT, REF MEP 2' 0" ARCH CANOPY BEYOND LIGHT FIXTURE, REF MEP ARCH BEYOND FIN. SIDEWALK, REF CIVIL BANNER, SEE A2.8 MESH PANEL LIGHT FIXTURE, REF MEP STONE AGGREGATE DRAINAGE MEDIA REF CIVIL SPEC WEEP HOLES REF STRUCT DWGS FOR SIZE AND SPACING 4" FOUNDATION DRAIN SLOPE TO STORM WATER SYSTEM REF SPEC 02621 FILTER FABRIC REF SPEC 02621 FILTER FABRIC SOCK REF SPEC 02621 6" 4" 6" TYP 2X HORIZONTAL FIRE BLOCKING 2X HORIZONTAL FIRE BLOCKING 1 A.6 3 5/8" 5 1/2" 1/2" 1/2"1 1/2" 3" 3" 1/2" ALUM. SILL, SEE WINDOW SCHEDULE SEALANT WITH BACKER ROD 17" X 3 5/8" PRECAST CONC. SILL STAINLESS STEEL DRIP EDGE STEEL TUBE, SEE STRU. 1/2" EXTERIOR SHEATHING R19 MIN. BATT INSULATION SEALANT WITH BACKER ROD STEEL COLUMN BEYOND 45 DEG. HEMMED DRIP EDGE 4X4X16 QUIK-BRIK MASONRY UNITS SEALANT 1/2" GYPSUM BOARD 2" 2" 1" 1/4" DIA. COUNTERSUNK ALLEN-KEY HEAD SCREW STAINLESS STEEL TUBE SLEEVE BUTT WELDED TO VERTICAL PLATE 4" DIA. STEEL TUBE 3/8" CONT. FILLET WELD B/S 3/4" X 3 1/2" S. S. ANCHOR BOLT 5 A3.13 1/4" FIN. FLOOR 6 A3.13 4" O.D. X 3/16" STAINLESS STEEL TUBE STAINLESS STEEL TUBE SLEEVE 4" X 7 1/2" X 1/2" THICK. STAINLESS STEEL PL. WELDED TO BASE 6" X 6" X 1/2" X STAINLESS STEEL BASE PL. ANCHORED TO FLOOR WITH (4) 3/4" DIA. X 3 1/2" S.S. EXPANSION BOLTS 2" 1 1/2"1/4" FIN. FLOOR 3/4" STAINLESS STEEL TUBE SLEEVE WELDED TO VERTICAL PL. 4" O.D. X 3/16" STAINLESS STEEL TUBE 6" X 6" X 1/2" STAINLESS STEEL PL.(TYPE 1) 4" X 6" X 1/2" (TYPE 2) 1/2" THICK STAINLESS STEEL BRACKET WELDED TO BASE PL. 3" 3" 3/4"4 1/2"3/4" 3" 3" STAINLESS STEEL TUBE SLEEVE WELDED TO VERTICAL PL. 4" O.D. STAINLESS STEEL TUBE 4" X 6" X 1/2" STAINLESS STEEL PL.(TYPE 2) 1/2" THICK STAINLESS STEEL BRACKET WELDED TO BASE PL. 3/8" EQEQ 2" 2" TYPE 1 BASE PL. @ 4' 0" O.C. (TYP.) TYPE 2 BASE PL. THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 4/6/2012 9:42:10 AM C:\Revit Local Project Files\Walmart\10-097S Georgia Ave\5968_Washington(Georgia Ave),DC_A_V12_jws.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A3.13 BUILDING SECTIONS 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/2" = 1'-0" 2 WALL SECTION @ ENTRANCE RIGHT ROOF 1 ISOMETRIC@ FRONT VESTIBULE RIGHT ROOF 3" 1'-0" 8 SILL DETAIL 3" 1'-0" 6 CART BARRIER SECTION 3" = 1'-0" 5 BRACKET DETAIL 3" 1'-0" 4 BASE PLATE - PLAN 3 ISO - CART BARRIER NOTE: 1. ALL CART BARRIERS COMPONENTS TO BE MADE OF STAINLESS STEEL GRADE 304 HAIRLINE FINISH. 1 03/09/12REV #2 TYPE 2 TYPE 1 1 BID SET. NOT FOR CONSTRUCTION.

FIRST FLOOR 100' 0" PARKING LEVEL 86' 0" A.6 A T.O.M 128' 8" BOD HP 124' 3/4" A.8 B.1 B MEZZANINE 112' 0" SITE TO STORE STORAGE 168 TRAINING 172 PARKING 001 PRECAST CONC. WALL CAP AIR SPACE TPO ROOFING ON 3" POLYISO RIGID INSULATION ROOF DECK, SEE STRU. 1/2" GB RETURN 6" ABOVE CLG. FIN. CLG, SEE SCHEDULE PRECAST SILL, TYPE 1 C3 5/8" METAL STUDS @ 16" OC. 2-HR FIRE-RATED CH-STUDS @ 24" OC FIN. CLG, SEE SCHEDULE 22 GA. ECONOLAP 3/4" PROFILE ALUM. SOFFIT STEEL CHANNEL, SEE STRU. TAPERED INSULATION TPO ROOFING ALUM. HEAD WITH 1" DEFLECTION GAP, SEE WINDOW SCHEDULE 12X4X16 QUIK-BRIK MASONRY UNITS 1/2' GYPSUM BOARD ON 5/8" METAL STUDS @ 16" OC. PARTITION, SEE PLAN FOR TYPE 10' 6" 3'0" 3' 4 1/4" 1/2" TOM 121' 8" R.C. FOUNDATION WALL, SEE STRU. R.C. SLAB, SEE STRU. SIDEWALK, SEE CIVIL R.C. SLAB, SEE STRU. CONC. SLAB, SEE STRU. A3.9 A3.6 A3.12 5 ROOF DRAIN, SEE MEP WATER STOP COURSE AGGREGATE (#8 STONE) CONC. BEAM, SEE STRU. PARKING DECK, SEE STRU. R.C.FOOTING, SEE STRU. WATER STOP FIN. SOFFIT 10' 6" AFF 3' 6" SLOPE 1/4"/Ft. SLOPE 1/4"/Ft. 4" SPRANDREL GLASS, SEE WINDOW SCHEDULE A3.14 2 3 1/2" BENTONITE SHEET MEMBRANE DRAINAGE MAT 2xPLANKING BENTONITE SHEET MEMBRANE CONT. KEYWAY, SEE STRU. DRAINAGE MAT AND WATERPROOFING LAYER A4.4 CONT. DEFLECTION TRACK CONT. DEFLECTION TRACK SPRINKLER CONNECTION, REF MEP. A3.14 5 A3.14 4 1 1/2" EXT. SHEATHING TPO MEMBRANE ON 1/2" DENSDECK 8" BATT INSULATION ON EXTERIOR PORTION OF WALL STONE AGGREGATE DRAINAGE MEDIA REF CIVIL SPECS WEEP HOLES REF STRUCT DWGS FOR SIZE AND SPACING 4" FOUNDATION DRAIN SLOPE TO STORM WATER SYSTEM REF CIVIL FILTER FABRIC REF SPEC 02621 FILTER FABRIC SOCK REF SPEC 02621 4" 6" TYP 6" A.6 2" 3" 3 5/8" 1/2" 3 1/2" 5 1/4" 10" ALUM. SILL, SEE WINDOW SCHEDULE SEALANT WITH BACKER ROD 15" X 3 5/8" PRECAST CONC. SILL STAINLESS STEEL DRIP EDGE 4" C-H STUDS @ 24" O.C.(2-HR RATED ASSEMBLY) 1" THICK GYPSUM BOARD LINER SEALANT WITH BACKER ROD STEEL COLUMN BEYOND 45 DEG. HEMMED DRIP EDGE 4X12X16 QUIK-BRIK MASONRY UNITS, FILL TOP COURSE SOLID, TYP. SEALANT 2-LAYER GYPSUM BOARD SLOPE 4" ENTRY CANOPY 111' 0" ALUM. TRIM 22 GA. ECONOLAP 3/4" PROFILE ALUM. SOFFIT STEEL ANGLE, SEE STRU. STEEL TUBE, SEE STRU. STEEL DECK, SEE STRU. ENTRANCE DOOR TRANSOM HEAD, SEE DOOR DETAIL STEEL CHANNEL, SEE STRU. 1' 2" A.6 METAL CORNER BEAD METAL TRACK 1/2" GYPSUM BOARD R-19 MIN. BATT INSULATION STEEL COLUMN, (BEYOND) STEEL BEAM, SEE STRU. FIRST FLOOR 100' 0" PMEJ, REF CIVIL SEALANT, REF CIVIL SIDEWALK, REF CIVIL FLUID APPLIED WATERPROOFING DRAINAGE MAT DRAINAGE LAYER, REF CIVIL BLOCKFLASH CORE FILL, REF STRU. 12X4X16 QUIK-BRIK MASONRY UNITS CONC. BEAM, REF STRU. SIDEWALK, REF CIVIL BENTONITE SHEET MEMBRANE DRAINAGE MAT DRAINAGE LAYER, REF CIVIL PARASEAL PARATERM TERMINATION BAR WITH FASTENERS AT 8" O.C. DRAINAGE MAT DRAINAGE MAT TRANSITION MEMBRANE FLUID APPLIED WATERPROOFING CONT. KEYWAY, SEE STRU. WATER STOP FOUNDATION WALL, REF STRU. PLANKING THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 4/3/2012 12:46:24 PM C:\Revit Local Project Files\Walmart\10-097S Georgia Ave\5968_Washington(Georgia Ave),DC_A_V12_jws.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A3.14 BUILDING SECTIONS 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/2" = 1'-0" 7 WALL SECTION THRU SITE TO STORE STORAGE 1 ISOMETRIC @ MEZZANINE ROOF 3" = 1'-0" 2 SILL DETAIL 3" = 1'-0" 3 ENTRANCE VESTIBULE SECTION 3" = 1'-0" 6 DRYWALL DETAIL 6" 1'-0" 5 WALL BASE DETAIL 1 3" = 1'-0" 4 SECTION AT EDGE 1 1 03/09/12REV #2 BID SET. NOT FOR CONSTRUCTION.

ALUM. CHANNEL FIXED TO INFILL PANEL 3/4" PLYWOOD 3/16" HARDBOARD + 0.32" ALUM SKIN BOTH SIDES 5/8" DIA X 3 1/2" GALV STEEL BOLT 3"X3"X1" ALUM. SPACER BLOCK 1" INSULATING GLASS, SEE WINDOW SCHD HORI. MULLION 8X4X16 QUIK-BRIK MASONRY UNITS W/ LOOSE FILL INSULATION GALV. STEEL WASHER WI NEOPRENE GASKET 2"x2"x1/8" NEOPRENE PAD AT VERTICAL MULLION C3 5/8"X1 5/8" STUDS @ 16" C/C W/ R-13 BATT INSULATION 1/2" GYPSUM BOARD METAL CORNER BEAD, TYP. ALUM. SILL, SEE WINDOW DETAIL SILICONE SEALANT METAL FLASHING 1/4" SEALANT TOP OF R.O. 2'- 4" AFF CORE FILL, REF STRU. 2 1/2" 1/2" 7 5/8" 1 5/8"3 5/8"1/2" 4 7/8" 7 1/2" 9 1/2" 1/4" EQ EQ 7 1/2" ALUM. BRAKE METAL 2 1/2" ALUM. BRAKE METAL 1' 1 3/8" TENANT ROOF 119' 4" CURTAIN WALL HEAD MULLION T-ANCHOR FASTENED TO HSS ABOVE HSS4X4, SEE STRU. ALIM. SOFFIT ALUM. C CHANNEL END TRIM ALUM. UNEQUAL LEG CLOSURE PL WITH 3/4" DIA HOLES @16" C/C 1/2" METAL DECK, SEE STRU. TPO ROOFING ON TAPERED INSULATION SPANDREL GLASS, SEE WINDOW SCHEDULE 2" 5 1/2" 3"3 5/8" HSS, SEE STRU. C3 5/8"X1 5/8" STUD @ 16" C/C SLOPE 1/4"/Ft. MIN. 1" 1 1/2" 1/2" 1" DEFLECTION BETWEEN MULLION AND TUBE ALUM. CHANNEL FIXED TO INFILL PANEL ALUM. BRAKE METAL INFILL PANEL CURTAIN WALL HORI. MULLION INSULATING GLASS PANEL, SEE WINDOW SCHEDULE CURTAIN WALL HORI. MULLION 5/8" DIA X 3 1/2" GALV STEEL BOLT 3"X3"X1" ALUM. SPACER BLOCK GALV. STEEL WASHER WI NEOPRENE GASKET 7 1/2" 7 1/2" 2 1/2" 1'-0 1/2" 2 1/2" 1/8" 7 1/2" 1/8" X 3" X 3" ALUM. BACKER PLATE R-13 BATT INSULATION A ENTRY CANOPY 111' 0" WINDOW SILL, SEE SCHEDULE SILCONE SEALANT W/ BACKER ROD STEEL TUBE, SEE STRU. SILCONE SEALANT W/ BACKER ROD STAINLESS STEEL FALSHING PAINTED TO MATCH MULLION CLEAT FIXED TO BLOCKING FRP PLYWOOD OR BLOCKING FASTENER AND PLATES FIXED TO DECK TPO MEMBRANE CUT-EDGE SEALANT 1" POLYISO INSULATION ON SLOPED METAL DECK STEEL ANGLE, SEE STRU. FRT BLOCKING 3" 3" 2 1/2" 1/2" BOT. OF DECK 111' 8" STEEL DECK, SEE STRU. STEEL BEAM, SEE STRU. 4" 2" 5.2 ENTRY UPPER SIDE ROOF 125' 6" ALUM.

STEEL CHANNEL C6X1 5/8" STUD ATTACHED TO PURLINS AT BOTH ENDS STEEL BEAM, SEE STRU. ALUM. WINDOWS, SEE WINDOW SCHEDULE WINDOW SILL, SEE WINDOW SCHEDULE FRT PLYWOOD BLOCKING FOR ROOFING ATTACHMENT R-19 BATT INSULATION METAL DECK, SEE STRU. 8-FOOT WIDTH TPO ROOFING (0.06 THICKNESS) ON 3" RIGID INSULATION STEEL BEAM, SEE STRU. STEEL DECK, SEE STRU. 2" RIGID INSULATION TPO ROOFING ON TAPERED INSULATION TERMINATION BAR WITH SEALANT STAINLESS STEEL SILL FLASHING STEEL BEAM, SEE STRU. ALUM. TRIM A3.19 A4.10 17 A3.19 12 1/2" EXT. SHEATHING ALUM. SOFFIT ATTACHED TO STEEL CHANNEL 1 1 2" 3/8" 1' 0" T.O.M. 121' 8" 3 7/8" 3/4" 1/2" 1" SLOPE 1/4" CONT. FILLET WELD ALL ROUND STEEL COLUMN, SEE STRU. SILICONE SEALANT W/ BACKER ROD PRECAST CONC. COPING 45 DEG. HAMMED STAINLESS STEEL DRIP EDGE STEEL ANGLE WELDED TO COLUMN, SEE STRU. 1/2" EXT. SHEATHING 4X4X16 QUIK-BRIK MASONRY UNITS 8 1/8" T.O.M 128' 8" ENTRY UPPER SIDE ROOF 125' 6" BOD HP 124' 2 3/4" B.1 B A3.9 4 A3.8 3 PRECAST CONC. WALL CAP (TYPE 2) 3" POLYISO RIGID INSULATION 1/2" ROOF DECK, SEE STRU. 4"x 6" ALUM. DOWNSPOUT STEEL TUBE, SEE STRU. 1/2" DENSDECK EXTERIOR SHEATHING 4X4X16 QUIK-BRIK MASONRY UNITS REINFORCED TPO ROOFING MEMBRANE 4X4X16 QUIK-BRIK MASONRY UNITS MASONRY WALL TIES @ 16" MAX. VERT. AND 24" O.C. HORI. 1/2" EXT. SHEATHING TPO ROOFING ON TAPERED INSULATION AND 2" RIGID POLYISO INSULATION 22 GA. ECONOLAP 3/4" PROFILE ALUM. SOFFIT STEEL DECK, SEE STRU. METAL DECK, SEE STRU. TPO ROOFING ON 3" RIGID POLYISO INSULATION 1/2" GYPSUM BOARD ON HAT CHANNELS, SEE CEILING SCHEDULE STEEL BEAM, SEE STRU. 12 2 PRECAST CONC. SPLASH BLOCK 1 A4.12 13 1 2" 1" SEAL ALL JOINTS WITH SEALANT 1/2" EXT. SHEATHING R-19 BATT INSULATION 10" X 18 GA. STEEL PL. ATTACHED TO BOTTOM OF DECK WITH #10 TEK SCREWS @ 16" O.C. 6" STEEL STUD ATTACHED TO TOP & BOTTOM ONLY ALUM. TRIM AT ALL SIDES HAT CHANNELS ATTACHED TO PURLINS 22 GA. ECONOLAP 3/4" PROFILE ALUM. SOFFIT STEEL BEAM, SEE STRU. TPO ROOFING ON 3" RIGID INSULATION STEEL DECK, SEE STRU. EXTERIOR INTERIOR 2"1" 1 2" 3/8" T.O.M. 121' 8" 4" 5/8" SLOPE SILICONE SEALANT STEEL COLUMN FLANGE, SEE STRU. SILICONE SEALANT W/ BACKER ROD PRECAST CONC. COPING 45 DEG. HAMMED STAINLESS STEEL DRIP EDGE SEALANT 1/2" EXTERIOR SHEATHING 4X4X16 QUIK-BRIK MASONRY UNITS 5/8" 11 1/4" 1/2" X 2 1/2' L STAINLESS STEEL FLASHING FIRST FLOOR 100' 0" 8 1'0" 1' 0" 1' 0" BRONZE LEADER TO MATCH NOZZLE DOWNSPOUT NOZZLE (BRONZE), JAY R. SMITH MODEL# 1771 S.S. SET SCREWS CONC. SLAB WALL FLANGE, APPLY SEALANT BEHIND FLANGE 12X4X12 QUIK BRIK PVC PIPE FROM ROOF DRAIN, SEE MEP 1' 6" 4.5 ENTRY UPPER SIDE ROOF 125' 6" 3" FILL GAP WITH BATT INSULATION 1/8" THICK ALUM ANGLE BOTH SIDE ALUM. TRIM ALUM SOFFIT ATTACHED TO STEEL CHANNELS STEEL TUBE, REF STRU. STEEL BEAM, REF STRU. WINDOW HEAD (ALLOW 1" DEFLECTION) 1" DEFLECTION FRT BLOCKING ALUM. SOFFIT A.6 ENTRY UPPER SIDE ROOF 125' 6" FILL GAP WITH BATT INSULATION 1/8" THICK ALUM ANGLE BOTH SIDE 1/2" GYPSUM BOARD SOFFIT STEEL TUBE, REF STRU. STEEL BEAM, REF STRU. WINDOW HEAD (ALLOW 1" DEFLECTION) 1" DEFLECTION FRT BLOCKING ALUM. SOFFIT 1/2" X 1/2" Z-EDGE BEAD STEEL STUD, REF STRU. 3" FIRST FLOOR 100' 0" A 3 1/2" 1/2" 1' 0" 1/2" ALUM. BRAKE METAL STEEL CHANNEL, SEE STRU. FOUNDATION WALL, SEE STRU. ALUM. ANGLE CLIP FIXED TO CONC. 1/8" ALUM PANEL PAINTED TO MATCH STEEL WATERPRROFING MEMBRANE 1/2" FRT PLYWOOD BACKING OR APPROVED EQUAL 3/16" DIA. CONRETE SCREWS @ 16" C/C PMEJ & SEALANT, REF CIVIL CURTAIN WALL SILL, REF WINDOW SCHEULE FIN. SIDEWALK, REF CIVIL FRT WOOD SHIM ALUM. COVER CHANNEL FRT BLOCKING 4" 5/8" 3/4" 3/4" 7" 10 3/8" ALUM. INSULATED INFILL PANEL 2 1/4" 6" 1/2" 4" 6" 2" 1/2" 1/4" CONC. SLAB, SEE STRU. WATERPROOFING MEMBRANE STAINLESS STEEL FLASHING PAINTED BLACK PMEJ & SEALANT, REF CIVIL FIN. SIDEWALK, REF CIVIL FRT WOOD SHIM SEALANT W/ BACKER ROD ALUM. INSULATED INFILL PANEL ALUM. SILL REFER TO WINDOW SCHEDULE 1/2" THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 3/16/2012 1:53:18 PM C:\Revit Projects Local Files\Walmart\10-097S Washington (Georgia Ave)\5968_Washington(Georgia Ave),DC_A_V12_JE.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A3.19 EXTERIOR DETAILS 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 3" = 1'-0" 1 SILL DETAIL 3" = 1'-0" 4 HEAD DETAIL 3" = 1'-0" 3 ALUMINUM CHANNEL DETAIL 3" = 1'-0" 7 SILL FLASHING DETAIL 1" = 1'-0" 14 SECTION - HIGH WINDOWS 3" = 1'-0" 9 WINDOW SILL DETAIL AT COLUMN 1" = 1'-0" 13 SECTION THROUGH HIGH ROOF SOFFIT 3" = 1'-0" 12 BEAM CLOSURE DETAIL 3" = 1'-0" 10 SILL FLASHING DETAIL AT COLUMN 1" = 1'-0" 6 DOWNSPOUT NOZZLE SECTION 1 3" = 1'-0" 8 HEAD DETAIL 3" = 1'-0" 11 WINDOW HEAD DETAIL 3" = 1'-0" 2 RAISED CURB DETAIL 3" = 1'-0" 5 SILL DETAIL AT GRADE 1 03/09/12REV #2 BID SET. NOT FOR CONSTRUCTION.

SOFFIT ATTACHED TO

EXTERIOR DETAILS A3.20 03/09/12 REV # 2 SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: THIS DRAWING WAS PREPARED FOR USE Washington, DC (Georgia Ave) DATE ON 12/13/11 DIFFERENT PROJECT SITE OR AT A LATER REFERENCE OR EXAMPLE ON ANOTHER PROPERLY LICENSED ARCHITECTS AND DRAWING FOR REUSE ON ANOTHER CONTRARY TO THE LAW. 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICING1 1 1 1 8" 11 5 8 A.5 7.8 3 1 2 4" 1 4 TYP. ALUM. CURTAIN WALL SYSTEM ALUM. CHANNEL BELOW BACKER ROD AND SEALANT (TYP) SHIMS 41 2 CONTINUOUS SEALANT CLIP ANGLE BY CURTAIN WALL MANUF. WELDED @ MID SPAN/ BEHIND STAIR LANDING TRATED BLOCKING 1'-6" 1'-6" 2" 10" 10" 4" 7.2 A.5 A.6 7.3 4" PRECAST SILL SEE PLAN FOR PARTITION TYPE ALUM. CURTAIN WALL SYSTEM BACKER ROD AND SEALANT (TYP) STEEL COLUMN 12"X4"X16" QUIK-BRIK BELOW WITH MASONRY FILL INSULATION 12"X4"X16" QUIK-BRIK WITH MASONRY FILL INSULATION 3" 7" 11 5 8 ALUM. CURTAIN WALL SYSTEM 10" 10" 4" 7.2 A.5 A.6 7.3 4" 4" SEE PLAN FOR PARTITION TYPE ALUM. CURTAIN WALL SYSTEM ALUM. CHANNEL (LOW) W/ CHAMFER ENDS BACKER ROD AND SEALANT (TYP) STEEL COLUMN 12"X4"X16" QUIK-BRIK WITH MASONRY FILL INSULATION 12"X4"X16" QUIK-BRIK WITH MASONRY FILL INSULATION ALUM. CHANNEL (HIGH) W/O CHAMFER ENDS FACE OF FOUNDATION WALL BELOW 8" 6" 6" 4" 4" 0.8 6 3 8 8"X4"X16" QUIK-BRIK WITH MASONRY FILL SOLID 12"X4"X16" QUIK-BRIK WITH MASONRY FILL INSULATION MASONRY REINFORCEMENT SYSTEM @ 16" O.C. VERT. STEEL COLUMN BACKER ROD AND SEALANT (TYP) 3 8 TYP. 71 2 3 8 TYP. 2" 10" 10" 7.1 A.6 PRECAST PILASTER CAP BELOW SEE PLAN FOR PARTITION TYPE PILASTER BELOW 6" 7" 7" 11 5 8 ALUM. CURTAIN WALL SYSTEM 7 1 8 1" 1" ALUM. BRAKE METAL COVER BY CURTAIN WALL MANUF. 5 8 8"X4"X8" QUIK-BRIK WITH MASONRY FILL INSULATION 3" 3" 3" GYP. BD WINDOW SILL PRECAST SILL 12"X4"X16" QUIK-BRIK BELOW WITH MASONRY FILL INSULATION 8 3 4 8"X4"X16" QUIK-BRIK WITH MASONRY FILL INSULATION 1 PLAN DETAIL 1 1/2"=1'-0" C/a0320-01 2 PLAN DETAIL 1 1/2"=1'-0" C/a0320-02 3 PLAN DETAIL 1 1/2"=1'-0" C/a0320-03 4 PLAN DETAIL 1 1/2"=1'-0" C/a0320-04 7 PLAN DETAIL 1 1/2"=1'-0" C/a0320-07 6 PLAN DETAIL 1 1/2"=1'-0" C/a0320-06 5 PLAN DETAIL 1 1/2"=1'-0" C/a0320-05 10 PLAN DETAIL 1 1/2"=1'-0" C/a0320-10 1'-4" 8" 1'-4" A.6 8"X4"X16" QUIK-BRIK WITH MASONRY FILL SOLID 8"X4"X16" QUIK-BRIK WITH MASONRY FILL INSULATION MASONRY REINFORCEMENT SYSTEM @ 16" O.C. VERT. B 8" 4" BACKER ROD AND SEALANT (TYP) 3 8 TYP. 1 2 7.8 12"X4"X16" QUIK-BRIK WITH MASONRY FILL INSULATION MASONRY REINFORCEMENT SYSTEM @ 16" O.C. VERT. SEE PLAN FOR PARTITION TYPE ALUM. CURTAIN WALL SYSTEM FACE OF FOUNDATION WALL BELOW SEE PLAN FOR PARTITION TYPE A.3 5 1 8 ALUM. CHANNEL BELOW 1'-7" 1'-7" 0.8 HR FIRE RATED PARTITION FROM SLAB TO UNDERSIDE OF METAL DECK HR FIRE RATED PARTITION FROM SLAB TO UNDERSIDE OF METAL DECK 2 HR FIRE RATED PARTITION FROM SILL TO UNDERSIDE OF METAL DECK 6" 12"X4"X16" QUIK-BRIK WITH MASONRY FILL INSULATION ALUM. CHANNEL BELOW BACKER ROD AND SEALANT (TYP) 1'-4" 1'-4" 1'-4" 1'-6" 8" GRILL WITH TUBE FRAMING SEE PLAN FOR LOCATION STEEL COLUMN SEE PLAN FOR LOCATION ALUM. CURTAIN WALL SYSTEM F CHASE STAIR C 2 HR FIRE RATED PARTITION FROM SLAB TO UNDERSIDE OF METAL DECK STEEL COLUMN SEE STRUCT DWG 15 DETAIL @ MEZZANINE LEVEL 1 1/2"=1'-0" C/a0320-15 9 PLAN DETAIL 1 1/2"=1'-0" C/a0320-09 1'-4" 1'-4" 8" 1'-4" 1'-6" 8"X4"X16" QUIK-BRIK WITH MASONRY FILL SOLID 8"X4"X16" QUIK-BRIK WITH MASONRY FILL INSULATION 2'-0" 2'-0" SEE PLAN FOR PARTITION TYPE A.3 7 1 2 1 4 TYP. 1'-6" 1'-0" FOUND WALL BELOW FOUND WALL BELOW WINDOW SILL BELOW ALUM. CURTAIN WALL SYSTEM BACKER ROD AND SEALANT (TYP) STEEL COLUMN BACKER ROD AND SEALANT (TYP) ALUM. CHANNEL COL COL MASONRY REINFORCEMENT SYSTEM @ 16" O.C. VERT. STEEL COLUMN SEE WINDOW SCHEDULE SEE WINDOW SCHEDULE TYPICAL THRU BOLT LOCATION FOR ALUM. CHANNEL BELOW (2) PER PANEL ℄ 8"X4"X16" QUIK-BRIK WITH MASONRY FILL SOLID TYPICAL THRU BOLT LOCATION FOR ALUM. CHANNEL BELOW (2) PER PANEL 10" TYP ℄ STAIR A STAIR A 1 4 TYP. 1 4 TYP. 3" 3 1 2 BACKER ROD AND SEALANT (TYP) 1" 1" 11" A.6 5.7 1 4 1 2 1 4 1 4 2 1 2 3" 3" 3" 3" COL. B 3" 8" BEAM ABOVE/BELOW 8" BEAM ABOVE/BELOW SECURED 2" X2" X 4" X 1 ALUM. ANGLE AT BOTH TOP & BOTTOM SEE DETAIL 19/A8.2 5'-11" H. ALUM. BRAKE METAL TRIM BY CURTAIN WALL MANUF. 5'-11" H. ALUM. BRAKE METAL TRIM BY CURTAIN WALL MANUF. SEE PLAN FOR PARTITION TYPE BACKER ROD AND SEALANT (TYP) 4" 4" PROVIDE BUTYLE TAPE BETWEEN STEEL COLUMN SURFACE AND BRAKE METAL (TYP.) BACKER ROD AND SEALANT (TYP) BACKER ROD AND SEALANT (TYP) SEE PLAN FOR PARTITION TYPE 2 3" 3" 8" BEAM ABOVE/BELOW PROVIDE BUTYLE TAPE BETWEEN STEEL COLUMN SURFACE AND BRAKE METAL (TYP.) SECURED 2" X2" X 4" X ALUM. ANGLE AT BOTH TOP & BOTTOM 2" X 6" ALUM. BRAKE METAL TRIM BY CURTAIN WALL MANUF. SEE SIMILAR DETAIL 17/A8.3 SECURED 2" X2" X 4" X 1 ALUM. ANGLE AT BOTH TOP & BOTTOM SEE DETAIL 19/A8.2 FACE OF FOUNDATION WALL BELOW 62 9" 9" 4.3 A.3 1'-4" 6" 7 8 35 8 12 1'-0" ELEVATOR SHAFT RECLAIMED BRICK CORNER MASONRY TIES MASONRY REINFORCEMENT SYSTEM @ 16" O.C. VERT. MASONRY REINFORCEMENT SYSTEM @ 16" O.C. VERT. PRECAST BASE BELOW STEEL POST SEE STRUCT. DWGS 8" 11 5 8 ALUM. CURTAIN WALL SYSTEM ALUM. CHANNEL BELOW 1'-21 2 FACE OF FOUNDATION WALL BELOW BACKER ROD AND SEALANT (TYP) 13 PLAN DETAIL 1 1/2"=1'-0" C/a0320-13 62 9" A.3 3" 1" 1" 1'-0" LOW ROOF AREA MURAL VINYL COVER 21 METAL STUD @ 16" O.C. STEEL POST SEE STRUCT. DWGS 8" 11 5 8 ALUM. CURTAIN WALL SYSTEM EDGE OF ROOF CHANNEL BACKER ROD AND SEALANT (TYP) FACE OF STEEL BEAM BELOW BRAKE METAL BY CURTAIN WALL MANUF. THK. GYP. BOARD 8" VERT. CAP BY CURTAIN WALL MANUF. 12" QUIK-BRIK WITH MASONRY FILL INSULATION BELOW 1" 5 8 13 8 TYPICAL 4"X4"X16" QUIK BRIK VENEER MASONRY TIES @ EACH STUD & 16" O.C. VERT. " SHEATHING ON 6" METAL STUDS REFER STRUCT. DWG 8"X4"X16" QUIK-BRIK WITH MASONRY FILL SOLID TO UNDERSIDE OF HIGH ROOF FRAMING A.6 MASONRY TIES @ EACH STUD & 16" O.C. VERT. 11 PLAN DETAIL 1 1/2"=1'-0" C/a0320-11 12 INTERIOR PLAN DETAIL 1 1/2"=1'-0" C/a0320-12 4" X 8" RECLAIMED BRICK RECLAIMED BRICK CUT END UNIT STEEL COLUMN SEE STRUCTURAL DWGS SEE PLAN FOR PARTITION TYPE 5.7 BACKER ROD AND SEALANT (TYP) 4" 3 5 8 7 8 SHEATHING 5.5 1'-4" 6" BEAM ABOVE 1'-4" 14 PLAN DETAIL 1 1/2"=1'-0" C/a0320-14 1 2 1" 1" 11" 2" 2" 1 1 8 1 2 ALUM. CURTAIN WALL SYSTEM ALUM. CHANNEL (LOW) W/ CHAMFER ENDS BACKER ROD AND SEALANT (TYP) STEEL POST SEE STRUCTURAL DWGS 1 X 1 ALUM. ANGLE FRAMING SECURED TO SALB AND STRUCTURAL ABOVE 1 THK METAL PANEL WITH RETURN ENDS 10" X10" ACCESS PANEL COORDINATE WITH PLUMBING CLEAN OUT LOCATION 10" X10" ACCESS PANEL COORDINATE WITH PLUMBING CLEAN OUT LOCATION ROOF DRAIN LEADER ABOVE 11 8 21 2 ℄ ℄ SEE WINDOW SCHEDULE TYPICAL THRU BOLT LOCATION FOR ALUM. CHANNEL BELOW (2) PER PANEL 3 1 2 8 PLAN DETAIL 1 1/2"=1'-0" C/a0320-08 A 2" 4" 1 4 TYP. ALUM. CURTAIN WALL SYSTEM BACKER ROD AND SEALANT (TYP) 6" 6" CUT NOTCH AT ALUM. CHANNEL SEE WINDOW SCHEDULE SEE WINDOW SCHEDULE TYPICAL THRU BOLT LOCATION FOR ALUM. CHANNEL BELOW (2) PER PANEL ℄ FACE OF FOUNDATION WALL BELOW 3 1 2 4" STEEL COLUMN SEE STRUCTURAL DWGS 5.2 5.7 SIM. OPP. HAND BACKER ROD AND SEALANT (TYP) 1 4 TYP. ℄ 1" 1" 1" LEADER WITH CLEAN OUT CLIP ANGLES WITH SHIM COL. CART BARRIER BELOW A.4 A.2 A.2 GRILL WITH TUBE FRAMING SEE PLAN FOR LOCATION PRECAST BASE BELOW 1'-4" 1'-4" STEEL COLUMN SEE PLAN FOR LOCATION 2'-0" 2'-0" GRILL WITH TUBE FRAMING SEE PLAN FOR LOCATION STEEL COLUMN SEE PLAN FOR LOCATION 2'-0" 1 2 1 2 AUTOMATIC DOOR AUTOMATIC DOOR 45° 45°

4 1 8 5 3 8 7 5 8 7 8 1 7 8 1'-4" 1'-4" 8" 1'-4" 1'-6" A.3 3.1 STEEL COLUMN A.2 GRILL WITH TUBE FRAMING SEE PLAN FOR LOCATION PRECAST BASE BELOW STEEL COLUMN SEE PLAN FOR LOCATION 7 1 2 16 PLAN DETAIL 1 1/2"=1'-0" C/a0320-16 3 1 2 2 7 8 3 1 8 11 5 8 1" 1" 12"X4"X16" QUIK-BRIK WITH MASONRY FILL INSULATION 8"X4"X16" QUIK-BRIK WITH MASONRY FILL SOLID ALUM. CURTAIN WALL SYSTEM ALUM. CHANNEL GYP. BD STOOL BELOW SEE PLAN FOR PARTITION TYPE BACKER ROD AND SEALANT (TYP) 6" 1'-0" FOUND WALL BELOW 5 1 8 4 3 8 DOWEL @ BOTH ENDS SLOPED STEEL PLATE OVER PRECAST SILL CONTINUOUS WELD AROUND COLUMN 9 A3.19 35 8 7 4" X 8" RECLAIMED BRICK 5.8 1'-2" MASONRY TIES @ 16" O.C. VERT. SEE STRUCT. DWG 1'-0 1 2 9 1 2 4.2 1'-4" 1 2 1" 4.3 ALUM. CHANNEL BELOW 4.2 1'-4" 1'-4" 6" 1'-21 2 1 2 1" 1" ROOF ABOVE 8" 1 1 BID SET. NOT FOR CONSTRUCTION.

45\U+00B0

EXTERIOR DETAILS A3.21 SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: Mar 15, 2012 9:55amUSER jellard F:\All_Projects\097 Walmart\10-097S Washington (Georgia-Missouri), DC (5968-00)\001 MMA\Current Dwgs\CD's\0380A3.21 EXTERIOR DETAILS5968.dwg 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: THIS DRAWING WAS PREPARED FOR USE Washington, DC (Georgia Ave) DATE ON 12/13/11 DIFFERENT PROJECT SITE OR AT A LATER REFERENCE OR EXAMPLE ON ANOTHER PROPERLY LICENSED ARCHITECTS AND DRAWING FOR REUSE ON ANOTHER CONTRARY TO THE LAW. 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICING2" 10" 5.7 A.6 STEEL TUBE BELOW ALUM. CURTAIN WALL SYSTEM 3 5 8 STEEL COLUMN SEE STRUCTURAL DWGS 3 1 2 4 1 2 SEALANT ALL AROUND COLUMN (TYP) 4" 4" 3" 3" 3" 3" 3" 1 3 8 1 2 PRECAST SILL ABOVE EXTERIOR WALL BELOW WINDOW 8" METAL STUDS REFER STRUCT. DWG R-19 BATT INSULATION PRECAST WINDOW SILL BELOW 4"X4"X16" QUIK-BRIK 2 SHEATHING MASONRY TIES @ EACH STUD & 16" O.C. VERT. GYP. BOARD ALUM. CURTAIN WALL SYSTEM 5'-11" H. ALUM. BRAKE METAL TRIM BY CURTAIN WALL MANUF. BACKER ROD AND SEALANT (TYP) CONTINUOUS SEALANT @ EXTERIOR WINDOW (TYP) PROVIDE EMSEAL FROM TOP OF WINDOW SILL DOWN TO ROOF FLASHING 3 8 2" 9" 9" 5.7 B 3 5 8 4" 4" 4" 7 8 1 2 PRECAST COPING ABOVE 8" METAL STUDS REFER STRUCT. DWG 4"X4"X16" QUIK-BRIK SHEATHING MASONRY TIES @ EACH STUD & 16" O.C. VERT. SHEATHING HIGH ROOF BACKER ROD AND SEALANT (TYP) 3 8 2" 2" 4.5 A 3" 3" 7" 4 1 2 ALUM. CURTAIN WALL SYSTEM 2" 2" 3" 3" "L" SHAPE PRECAST WINDOW SILL 4"X4"X12" QUIK-BRIK BELOW STEEL COLUMN SEE STRUCTURAL DWGS 2" 10" 10" 5.2 A 7" 4 1 2 ALUM. CURTAIN WALL SYSTEM 2" 2" 3" 3" PRECAST WINDOW SILL 4"X4"X4" QUIK-BRIK BELOW (RUNNING BOND) QUIK-BRIK CUT RETURN END UNIT BELOW (STACK BOND) SEALANT (TYP) BACKER ROD AND SEALANT (TYP) 10" 10" 3" 10" 2" 1'-5" 1'-5" 5" 5" 5" EXTERIOR WALL BELOW WINDOW PRECAST SILL ABOVE PRECAST WINDOW SILL 4"X4"X16" QUIK-BRIK (TYPICAL) BACKER ROD AND SEALANT (TYP) STEEL PLATE CONTINUOUS WELDED TO STEEL COLUMN 5" 5" 5" PRECAST WINDOW SILL 3 3 4 3 5 8 ALUM. CURTAIN WALL SYSTEM STEEL COLUMN SEE STRUCTURAL DWGS BACKER ROD AND SEALANT (TYP) STEEL BEAM BELOW EXTERIOR WALL BELOW WINDOW 5 METAL STUDS REFER STRUCT. DWG R-19 BATT INSULATION 4" X 8" RECLAIMED BRICK MASONRY TIES @ EACH STUD & 16" O.C. VERT. SHEATHING 4"X4"X8" QUIK-BRIK BELOW (RUNNING BOND) 4"X4"X16" QUIK-BRIK (TYPICAL) 1 3 8 1 2 1 PLAN DETAIL (BELOW) 1 1/2"=1'-0" C/a0321-01 2 PLAN DETAIL 1 1/2"=1'-0" C/a0321-02 1'-5" 1'-6" 3 4 6 5 8 1'-5" PRECAST WINDOW SILL 41° 49° SEALANT (TYP) FLASHING WITH SEALANT 10 A3.19 9 A3.19 SEALANT ALL AROUND COLUMN (TYP) 3" 5X 6 STEEL TUBE BETWEEN BEAMS SEE STRUCTURAL DWG 1'-5" 1'-5" ℄ 3 PLAN DETAIL 1 1/2"=1'-0" C/a0321-03 4 PLAN DETAIL 1 1/2"=1'-0" C/a0321-04 5 PLAN DETAIL (ABOVE) 1 1/2"=1'-0" C/a0321-05 2" 9" 9" B SLOPED STEEL BEAM STEEL COLUMN SEE STRUCTURAL DWGS PRECAST COPING BELOW 4"X4"X16" QUIK-BRIK BELOW RUN ROOF MEMBRANCE UP AT PARAPERT WALL ALUM. CURTAIN WALL SYSTEM BELOW BACKER ROD AND SEALANT (TYP) 1'-5" 1'-5" MURAL VINYL COVER VERT. CAP BY CURTAIN WALL MANUF. ℄ 6 ISOMETRIC C/a0321-06 MAIN ROOF CONTINUOUS SEALANT (TYP) BACKER ROD AND SEALANT (TYP) COPING HIGH ROOF 4"X4"X16" QUIK-BRIK (TYPICAL) STEEL TUBE BELOW WINDOW ALUM. CURTAIN WALL SYSTEM SLOPED STEEL BEAM 3 8 CONTINUOUS SEALANT (TYP) SHEATHING STEEL COLUMN SEE STRUCTURAL DWGS 2"X2"X16"L BRAKE METAL ANGLE BEHIND MURAL VINYL COVER VERT. CAP BY CURTAIN WALL MANUF. PROVIDE BUTYLE TAPE BETWEEN STEEL BEAM SURFACE AND BRAKE METAL 6" 6" 6" CONTINUOUS SEALANT (TYP) CONTINUOUS SEALANT (TYP) WRAP ROOF MEMBRANCE AT STEEL COLUMN 6" 7" 2"X2"X16"L BRAKE METAL ANGLE SECURED TO STELL BEAM BRAKE METAL FLASHING WITH DRIP A3.21 BRAKE METAL FLASHING WITH DRIP FASTENER @ 4" O.C. (TYP) STEEL TUBE BELOW B A3.21 MAIN ROOF 5.2 SIM. OPP. HAND 5.7 5.2 SIM. OPP. HAND 5.7 WRAP ROOF MEMBRANCE AT STEEL COLUMN MAIN ROOF RUN ROOF MEMBRANCE UP AT PARAPERT WALL STEEL COLUMN SEE STRUCTURAL DWGS GYP. BOARD ON 8" METAL STUDS REFER STRUCT DWG 4"X4"X16" QUIK-BRIK 1 SHEATHING MASONRY TIES @ EACH STUD & 16" O.C. VERT. BACKER ROD AND SEALANT (TYP) 7 PLAN DETAIL 1 1/2"=1'-0" C/a0321-07 STEEL COLUMN SEE STRUCTURAL DWGS 4.5 9" 9" 3 5 8 4" 4" 3" 3" 3" 7 8 1 2 ROOF ALUM. CURTAIN WALL SYSTEM 3 8 3" ℄ 10" 2" 5" B 4" 41 2 3 4 5 8 1 PRECAST SILL ABOVE 4"X4"X16" QUIK-BRIK (TYPICAL) 1 SHEATHING MASONRY TIES @ EACH STUD & 16" O.C. VERT. EXTERIOR WALL BELOW WINDOW 35 METAL STUDS REFER STRUCT. DWG R-19 BATT INSULATION 4" X 8" RECLAIMED BRICK 3 5 8 1 3 8 1 2 3" 3" 3 3 4 R-19 BATT INSULATION 4" X 8" RECLAIMED BRICK 3 METAL STUDS REFER STRUCT. DWG MASONRY TIES @ EACH STUD & 16" O.C. VERT. SHEATHING PRECAST WINDOW SILL 8" MECH. SPACE EXTENDED PRECAST WINDOW SILL EXTENED PRECAST WINDOW SILL 1'-0" 2" H STEEL PLATE WATERSTOP CONTINUOUS WELDED TO STEEL BEAM SEE STRUCT DWG. HIGH ROOF STEEL TUBE BELOW ALUM. CURTAIN WALL SYSTEM 6" 3" 3" ALUM. CURTAIN WALL SYSTEM ALUM. BRAKE METAL TRIM BY CURTAIN WALL MANUF. ALUM. CURTAIN WALL SYSTEM ALUM. BRAKE METAL TRIM BY CURTAIN WALL MANUF. ℄ 6" LOW ROOF 4" 4" 2" H STEEL PLATE WATERSTOP CONTINUOUS WELDED TO STEEL BEAM SEE STRUCT DWG. 4" EXTENDED PRECAST WINDOW SILL FILL VOID WITH BATT INSULATION DOWEL @ BOTH ENDS BID SET. NOT FOR CONSTRUCTION.

NOTE: THE PERIMETER IS REQUIRED TO HAVE ENHANCED FASTENING. THE PERIMETER MUST BE ATTACHED WITH HALF SHEETS AND INTERMEDIATE BATTEN STRIPS. THE OUTSIDE CORNER ATTACHMENTS MUST BE FURTHER ENHANCED. FOR ENHANCED FASTENERS REFER TO REQUIREMENTS FOR FM 1-90 ROOFS. INSTALL ENHANCED FASTENING PER MFG SPECIFIC DETAILS. FULL SHEETS PARAPET WALL ENHANCED FASTENERS ARE REQUIRED AT ALL OUTSIDE CORNERS 10'-0" MIN BATTEN AND COVER STRIPS NOTE: ALL ROOF MEMBRANE SHOULD BE INSTALLED PERPENDICULAR TO METAL DECK FLUTES FLUTE DIRECTION METAL DECK 10'-0" MIN HALF SHEETS EQ EQ 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 A.3 C C D D E E A.4 A.2 A 5.6 F F H H J J B 2 A2.11 A3.1 A3.1 A3.3 A3.2 A3.2 A3.2 A2.11 A3.7 3 A3.6 B.2 A.5 A4.11 4 -A4.11 5 -A4.11 3 -A4.11 A2.11 1/4" 12" ROOF 1/4" 12" SLOPE 1/4" 12" 1/4" 12" 1/4" 12" 1/4" 12" 1/4" 12" 1/4" 12" 1/4" 12" 1/4" / 12" FALL FALL 6" / 12" 6" 12" 6" 12" 1 A3.2 19 A4.4 2 A3.12 A3.9 2 A3.8 A3.6 2 A3 EQ EQ EQ 10' 0" 3 A3.3 TOR LP 120' 5 1/8" TOR LP 120' 1/8" TOS LP. 120'-3/8" T.O.S. HP 124' 2-3/4" T.O.R. LP 122'-4" FALL A3 4 A3.1 6' 5/8" 16' 8" 16' 8" 16' 8 1/2" 17' 3/8" 17' 8" 17' 8" 17' 8" 16' 8" 16' 8" 16' 8" 16' 8" 16' 2" 16' 2" 39' 11 7/8" 12' 9" 28' 0 1/2" 24' 3 5/8" 18' 2 1/2" A3 A3.11 A3.1 2 A3.13 1 A3.3 7 A3.14 3% A4.2 1 A4.2 3 A4.2 5 A4.3 7 A4.3 A4.3 A4.3 3 PRIMARY ROOF DRAINS TO RAIN GARDEN, REF MEP TAPERED INSULATION, PITCHED TO DRAIN AT PARAPET 4'5 7/8" 4' 0" 14'5 1/2" JIB CRANE OPNG 18'8" EF11 RTU 18 RTU 17 RTU 16 AHU 2 EF10 RTU 11 RTU 10 RTU RTU 8 RTU RTU 6 RTU 19 RTU 20 RTU 21 RTU 22 RTU 15 RTU 13 RTU 12 AHU 1 RTU RTU RTU RTU 4 RTU 9' 8 5/8" RTU 14 EF12 GARAGE VENT. UNIT, REF MEP 19' 2 7/8" 30' 4 1/4" 9' 0 1/4" 3' 4 1/2" 2' 6 1/2" 27' 2 3/8" 8' 1 1/4" 27' 8" 8' 7 3/4" 19' 11 5/8" 6' 0 1/2" 7' 1/8" 22' 8 7/8" 19' 11 5/8" 2' 8 3/4" 14' 3 1/4" 23'0 5/8" 8' 8 3/4" 5' 4 1/2" 11'2 3/4" 8'8 3/8" 10' 0" FM I-90 RTU 23 REF TO 2/A4 10' 0" 10' 0" CONDENSER B CONDENSER A +8" CHP +8" CHP +8" CHP +4" CHP 5 A3.4 HYBRID HOUSE DTB HYBRID HOUSE DTA EL. 131' 6 1/8" G G 2" 12" SLOPE 8' 4 1/2" A6.3 EF14 EF5 EF4 EF3 EF1 EF2 EF15 EFH1 EF8 NOTE NOTE A4.3 STEP IN WALL, REF ELEV 1/A2 VTR VTR VTR VTR RDT RDT VTR GP40 VTR VTR 30' 6" GR 2' 7" 8' 7 3/4" TOR HP. 124'-3/8" TOS HP. 123' 7-5/8" TOS LP 122' 3-1/4" TOM 130'-0" RD2 RD1 RD2 RD1 RD2 RD1 RD2 RD1 OVERFLOW ROOF DRAIN 14' 0 3/8" 19'0 7/8" 21' 7 7/8" T.O.S. LP 121' 11-1/4" STEP IN WALL STEP IN WALL 8' 5 1/8" 23'0 1/8" 8' 8 5/8" 20'0 1/2" 23'0" 14'3 5/8" 23' 0" 14'3 5/8" 8'5 1/4" 17'4 3/8" GR TOR HP. 124' 7-1/2" TOM 128'-8" 1/4" 12" FALL RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD GR GR 2'11 7/8" 17' 3" 17'2 7/8" 17' 3" 17'3 1/8" 17'2 7/8" 17' 3" 17' 3" 2' 9 5/8" 31' 3 5/8" TOR HP. 124'-6" TOS HP. 124' 1-1/4" TOM 128'-8" TOR LP. 120' 5-1/8" STEP IN WALL REF 1/A2 TOM 128'-8" TOM 130'-0" 2' 3" TOS LP 120' 3/8" TOS LP 120' 3/8" +3" CHP +2" CHP 4' 0" 3' 0" 3' 0" 4' 0" 3' 0" 3' 0" 4' 0" 3' 0" 3' 0" 4' 0" 3' 0" 4' 0" 3' 0" 8" 27' 8" 29' 0" 27' 8" 27' 8" 27' 8" 27' 8" 27' 8" 27' 8" EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. 13' 2" 11' 10" 27' 0"3' 0"27' 8"3' 0"27' 8"3' 0"27' 8"3' 0"27' 8"3' 0"14' 4" 6.65 6.42 5.28 1.01 10.01 7.37 8.63 7.37 5.09 7.21 1.01 3.20 NOTE 6, SATELITE DISH 7.37 7.37 3.41 RTU EL. 128' 4 5/8" EF EL. 127' 11 1/2" TOM 128' 8" RTU EL 129' 8 7/8" AHU EL. 130' 3/4" COND EL. 129' 5 7/8" TOM 128' 0" TOM 128' 0" TOM 128' 0" RTU EL 127' 9" RTU EL. 131' 6 1/8" RAISED ELEV. SHAFT ROOF,NOTE 13 RTU EL. 128' 11 3/4" EF EL. 124' 3 3/8" EF EL. 127' 2 1/2" REU EL. 130' 11" RTU EL. 129' 2" RTU EL. 131' 1/8" TOM 128' 0" RTU EL. 130' 10 1/4" RTU EL. 129' 0 1/8" NOTE 11 NOTE 12 8"X32" 7.21 8"X32" 7.21 8"X32" 7.21 8"X32" 7.21 8"X32" 7.21 8"X16" NOTE 18 NOTE 13 NOTE 13 NOTE 13 NOTE 13 NOTE 13 NOTE 17 NOTE 14 NOTE 15 NOTE 15 NOTE 16 NOTE 17 128' 8" 128' 0" 128'0" 123'8" 130' 0" 128' 8" 130' 0" 128' 0" 128' 0" 123' 8" TYP. 8.3 122' 9" FALL SLOPE 1/4"/Ft. SLOPE SLOPE SHEETNOTES 1. REFER TO MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL DRAWINGS VENTS, FLUE, PIPING, AND OTHER RELATED ROOF PENETRATION LOCATIONS. 2. PROVIDE CRICKETS AT ALL MECHANICAL EQUIPMENT CURBS, SKYLIGHTS, RTU CURBS, ETC. INSTALL TAPERED INSTALLATION WITH A MINIMUM 1/2" PER 1'0" HORIZONTAL FOOT SLOPE TO PROVIDE POSITIVE DRAINAGE AROUND UNITS. 3. ALL SKYLIGHT DIMENSIONS ARE TO CENTER OF UNIT, U.O.N. 4. MAINTAIN A MINIMUM 8" CLEARANCE FROM TOP OF ROOF TO TOP OF CURBS, U.O.N. 5. REFER TO DRAWINGS A4.4 AND A4.5 FOR ROOFING AND FLASHING DETAILS. 6. SATELLITE DISH, SEE DETAIL 9/A4.4 7. VENTILATION AIR GOOSENECK INTAKE, REF MEP. 8. COMBUSTION AIR GOOSENECK INTAKE, REF MEP. 9. ROOF MAINTENANCE DRAIN. 10. HYDRIDE HOUSE DTA, REF MEP. 11. ROOF HATCH, SEE DETAIL 3/A6.3. 12. TRANSLUCENT PANEL SKYLIGHT SYSTEM, SEE DWG A4.11. 13. TPO MEMBRANE OVER ELEVATOR SHAFT ROOF. 14. ROOF DRAIN DISCHARGED ONTO PRECAST CONCRETE SPLASH BLOCK ON LOWER ROOF, SEE DETAIL 2/A3.11. 15. ROOF DRAIN CONNECTED TO DOWNSPOUT, SEE ARCH DETAIL 2/A3.13 AND REF MEP. 16. ALUM. GUTTER AND DOWNSPOUT DISCHARGED ON TO MAIN ROOF WITH PRECAST CONCRETE SPLASH BLOCK, SEE DETAIL 13/A3.19. 17. METAL CANOPY, SEE DWG A4.10. 18. METAL CONDUCTOR AND DOWNSPOUT(4" X 5") KEYNOTES T.O.R.HP. TOP OF ROOF HIGH POINT T.O.R.LP. TOP OF ROOF LOW POINT T.O.S.HP. TOP OF STEEL HIGH POINT CU CONDENSER UNIT, REF MECHANICAL VTR VENT THRU ROOF, REF MECHANICAL C.H.P. CRICKET HIGH POINT T.O.CH. TOP OF CHANNEL BOD BOTTOM OF DECK T.O.S.LP. TOP OF STEEL LOW POINT 1.01 SIGNAGE REF TO DWG A2.7 3.20 4" PRECAST CONCRETE CAP 5.09 JIB CRANE HOIST ARM AND RAILING ASSEMBLY 5.28 STEEL TRELLIS 7.37 WHITE TPO MEMBRANE ROOFING SYSTEM 8.63 ALUM. FRAMED PLASTIC THERMALIZED DOME SKYLIGHT 10.01 FLAGPOLES 3.41 PRECAST SPLIT ARCH ASSEMBLY W/ QUIK BRIK VENEER LEGEND 7.21 SCUPPER (SIZE NOTED AT KEYNOTE) ROOF HATCH ASSEMBLY & CRICKET SKYLIGHT & CRICKET ASSEMBLY PRIMARY ROOF DRAIN & SUMP ROOF CRICKET WALKWAY PADS ROOF TOP UNIT (RTU) RTU RD SLOPE R.S. ROOF SLOPE EXHAUST FAN (EF) GAS REGULATOR ASSEMBLY (GR) OVERFLOW ROOF DRAIN ORD 2' 0" 2' 0" 2' 6" 2' 0" 2'0" 2' 0" 2' 0" 2'6" 28' 6" 2' 0"2' 0" ROOF DRAINS (OVERFLOW) TAPERED INSUL SUMP EDGE OF TAPERED ROOF INSULATION, TYP ROOF DRAINS (OVERFLOW) TAPERED INSUL SUMP EDGE OF TAPERED ROOF INSULATION, TYP TAPERED INSULATION +4.00" ABOVE BASE INSULATION HEIGHT OF TAPERED INSULATION ABOVE MAIN ROOF INSULATION ROOF DRAINS ROOF DRAINS THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 4/2/2012 4:41:39 PM C:\Revit Local Project Files\Walmart\10-097S Georgia Ave\5968_Washington(Georgia Ave),DC_A_V12_jws.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A4 ROOF PLAN 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/16" = 1'-0" 1 ROOF PLAN 1/8" = 1'-0" 2 FM 1-90 UPLIFT 1 03/09/12REV #2 1/8" = 1'-0" 3 TAPERED INSULATION DETAIL 1 BID SET. NOT FOR CONSTRUCTION.

DN DN 8 8 9 9 10 10 11 11 12 12 13 13 D.3 C C C.5 D E 14 14 15 15 F F H H J J G.8 B 1 A3.1 2 A3.1 2 A3 3 A3 4 A3.1 NORTH 2 A3.4 4 A3.4 1 A3.5 A3.5 2 A3.5 GREEN ROOF ASSEMBLY FINISHED GRADE IS +8" ABOVE STRUCTURAL ROOF DECK PRECAST CONC. WALL CAP ON 12" CONC. STEM WALL 12" SLOPED CONC RETAINING WALL w/ PRECAST CONC. WALL CAP A3.4 RAMP DOWN PROPERTY LINE REFER TO CIVIL LINE OF PARKING STRUCTURE BELOW 8" CONC. TOPPING SLAB REF CIVIL FOR GRADING LIMIT OF FOUNDATION WALL BELOW TOW 100' 0" TOW 100' 0" TOW 99' 0" TOW 93' 10" P.C. WHEEL STOPS, REF. 1/A4.8 TRENCH DRAIN AT DRIVE ENTRY 3 A3.1 TRIANGLE DRAINAGE CONDUIT, TYP. TRIANGLE DRAINAGE CONDUIT A3.4 TAPERED INSULATION FOR DRAINAGE TAPERED INSULATION FOR DRAINAGE CISTERN, REF CIVIL BALE & PALLET S.O.G. REF CIVIL EF13 6"x30" CONC. CURB RAIN GARDEN REF CIVIL REINF. CONC COMPACTOR PADREF STRUCT. SITE BOLLARD 5 A3.4 G G 1' 4"22' 0"1' 4"22' 8"1' 4"22' 0" 1' 4" 1' 4" 18' 8"1' 4"18' 8"1' 4"18' 8"1' 4"19' 4"1' 4" -A4.6 2 -A4.6 3 -A4.6 4 -A4.6 5 -A4.6 6 -A4.6 A4.7 1 A4.7 A4.7 A4.7 4 A4.7 5 A4.7 A4.7 WALMART SIGNAGE REF SCHEDULE JIB CRANE STAGGING AREA, REF. CIVIL FOR SIZE & LOCATION 4% SLOPE 1'4" 17'4" 1'4" 17'4" 1'4" 10'0" 1'4" 52'5 1/2" 10'0" 1'4" 1' 4" LIGHT POLE BASE, SEE NOTE 8. SITE POLE &BASE, REF CIVIL/ELEC. EXT. POLE MNTD LIGHT FIXTURES, REF CIVIL SITE POLE & BASE, REF CIVIL/ELEC. VC1.3 1'4 1/2" 13'-4" 1'-4" 13'-4" 1'-4" 13'-4" 1'-4" 13'-4" 1'-4" 1'-4" 1' 4" 22' 8" 1'4" 18'0" 18' 0" 1' 4" 1' 4" 18' 0" A4.8 43'7 1/8" 5' 2" 3'-71/2" 1' 2" 10" GREEN ROOF ASSEMBLY FINISHED GRADE IS +8" ABOVE STRUCTURAL ROOF DECK NOTE: GREEN ROOF DRAIN (RD4) REFER TO DETAIL SECTION 13/A4.7 VC1.3 1 8.3 RD-4 RD-4 ROOF T.O. SLAB 93' 0" SLOPE DN. 2% SLOPE DN. 4% SLOPE UP 2% DOWNSPOUT NOZZLE AND COVER CONCRETE STOOP A4.7 10 SLOPE DN. 4% SLOPE DN. 4% SLOPE DN. 2% 1 1 2'9" 10" 30'-0" 16'-0" 8" 8" 8" 1'-0" SLOPED LOWER PARKING SLAB T.O.WALL 93' 7" T.O.WALL 93' 7" T.O.WALL 89' 6" T.O.WALL 87' 10" T.O.WALL 87' 10" BENTONITE WATERPROOFING SYSTEM CONC. FND WALLS, REF STRUCT CONC. FOOTINGS, REFER STRUCTURAL CONCRETE COLUMNS REF CONC BEAM, REF TO STRUCTURAL LOADING DOCK ASSEMBLIES REINF. CONC. BEAM, REF STRUCT. DROP PANELS, REF STRUCT. CONC. FND. WALLS, REF STRUCT. FOOTINGS, REF STRUCT. T.O.WALL 91' 5" LIGHT POLE BASE FOR ABOVE BENTONITE WATERPROOFING SYSTEM EF CURB THRU ROOF DECK 14" SLOPED CONCRETE ROOF SLAB 12" CONCRETE CURB w/ P.C CONC. CAP PEAKED PRECAST CONC. PIER CAP TYP. PC. CONC. WALL CAP TYP. 1'-4"x1'-4" QUICK BRICK PIERS 8" QUIK-BRIK MASONRY WALLS REINF SLOPED CONCRETE RETAINING WALL w/ P.C. CONC CAP SITE SCREEN WALL CONT. FLUID APPLIED WATERPROOFING SYSTEM WRAPPED OVER CURBS T.O.WALL 98' 0" T.O.ROOF DECK 95' 0" ROOFSLOPE 4% ROOFSLOPE 2% CONT. FLUID APPLIED WATERPROOFING SYSTEM BENTONITE WATERPROOFING SYSTEM AT PERMANENT SHORING HIGH STRENGTH DRAINAGE MAT UNDER CONC. TOPPING SLAB CONT. FLUID APPLIED WATERPROOFING SYSTEM DECOR METAL SITE FENCE AT RAIN GARDEN REF. CIVIL ORNAMENTAL METAL FENCE, REF SPEC EXHAUST FAN BOLLARD EXT. LIGHT POLE BASE CONCRETE CURBS T.O. ROOF DECK 93' 0" T.O. ROOF DECK 90' 2" 8" CONC. TOPPING SLAB, REF STRUCT. SLAB-ON-GRADE, REF CIVIL/STRUCT. EXT. LIGHT POLE BASES, REF STRUCT. EXT. POLE MOUNTED LIGHT FIXTURES, REF CIVIL/ELECT. GREEN ROOF 6" INTENSIVE GROWTH MEDIA OVER 2" DRAINAGE MEDIA GREEN ROOF 6" INTENSIVE GROWTH MEDIA OVER 2" DRAINAGE MEDIA FOR PLANTING LIST REF SPECIFICATIONS 4" CONC. STAIR LANDING GARAGE EXHAUST FAN CURB, REF MECH DWGS NOTE: CONTINOUS FLUID APPLIED WATERPROOFING SYSTEM TO EXTEND UP AND OVER ALL CONCRETE STEM WALLS. ROOF DRAIN, TYPE 4, REF MEP & ARCH. 12/A4.8 ROOF CRICKET RD-4 TOP OF CURB T.O.CURB TOP OF WALL T.O.WALL TOP OF TOPPING SLAB (REF STRU.) T.O.TS TOP OF ROOF DECK (STRUCTURAL SLAB, REF STRU.) T.O.RD DOWNSPOUT DS VENT THRU ROOF, REF MEP VTR SLOPE ROOF SLOPE EF (EXHAUST FAN), SEE NOTE 9. T.O.M.TOP OF MASONRY CHPCRICKET HIGH POINT S.O.G.SLAB ON GRADE (REF. CIVIL/STRUCT.) T.O.S.TOP OF SLAB (REF STRUCT) FIN. GRD.FINISHED GRADE (REFER TO CIVIL DWGS) F.F. FINISHED FLOOR CENTERLINE EXT.L.F.EXTERIOR LIGHT FIXTURE (REFER TO CIVIL & ELECTRICAL) 1.REFER TO MEP DRAWINGS FOR ALL DECK AND WALL PENETRATION LOCATIONS. 2.PROVIDE TAPERED INSULATION BUILT-UP CRICKETS AS NOTED AT A MINIMUM 1/2" RISE:1'-0" HORIZONTAL RUN TO PROVIDE POSITIVE DRAINAGE TO GREEN ROOF DRAINS. 3.REFER TO CIVIL DRAWINGS FOR EXTERIOR POLE AND PIER MOUNTED LIGHT FIXTURES. 4.ALL HORIZONTAL AND VERTICAL PENETRATIONS TO BE SEALED AND WATERPROOFED PER APPROVED WATERPROOFING MANUFACTURES DETAILS AND SPECIFICATIONS. 5.REFER TO SHEET AP-2 FOR EXTENTS OF BLINDSIDE WATERPROOFING AND PERMANENT SOLDIER PILES w/ PRESSURE TREATED WOOD LAGGING. TRANSITION BETWEEN WATERPROOFING SYSTEMS (BLINDSIDE & FLUID APPLIED) AS PER DETAILS ON SHEET AP-2 AND MUST BE APPROVED AND WARRANTED BY WATERPROOFING MANUFACTURER/INSTALLER. 6.REFER TO SHEETS A4.6 FOR SCREEN WALL ELEVATIONS. 7.REFER TO SHEET A4.7 FOR SCREEN WALL PLAN DETAILS. 8.REF STRU FOR CONCRETE COLUMN & ARCH 3/A4.8 FOR WATERPROOFING DETAIL. 9.EXHAUST FAN REF MEP, SEE 9/A4.8 FOR WATERPROOFING DETAIL AT CURB. THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 4/2/2012 4:42:00 PM C:\Revit Local Project Files\Walmart\10-097S Georgia Ave\5968_Washington(Georgia Ave),DC_A_V12_jws.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A4.1 GREEN ROOF & LOADING DOCK ASSEMBLY 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/16" = 1'-0" 2 GREEN ROOF & LOADING DOCK PLAN 1A FOOTINGS / FOUNDATIONS

ISOMETRIC DRAWING FOR REFERENCE ONLY REFER TO STRUCTURAL FOR TOP OF WALL, FOOTINGS, AND COLUMN ELEVATIONS. GREEN ROOF & LOADING DOCK LEGEND GREEN ROOF & LOADING DOCK SHEETNOTES 1 03/09/12REV #2 1 1 1 1 1 1 1 1 1 BID SET. NOT FOR CONSTRUCTION.

1B STRUCTURAL SLAB / CURBING & WATERPROOFING 1C DRIVE SLAB &

LOADING DOCK PAD

1D 8" GREEN ROOF MEDIA

1 2 A.3 A.3 2.3 2.6 A.4 A.2 2.1 1.3 1.5 1.7 2 A3.7 3 A3.6 B.2 R.D. R.D. R.D. R.D. H.P.C. 120' 1/4" 2 A3.6 2.5 4'0" 22' 0" 50' 0" 25' 0" 25' 0" 1/4" 12" 1/4" 12" 1/4" 12" 1/4" 12" 1/4" 12" 1/4" 12" 1/4" / 12" 1/4" 12" 1/4" 12" 1/4" 12" 1/4" 12" 1/4" 12" 1/4" 12" 1/4" 12" 1/4" 12" H.P.C. 120'-1" H.P.C. 120' 3/4" 4' 0" 4' 0" 4'0" 54' 2 1/2" FLAT 4' 0" 4' 8 1/2" 4' 8 1/2" 4' 0" 10' 7" 21' 10" 26' 10 1/2" 10'11" T.O.CHANNEL 120'-4" T.O.R. HP 120'-1" 6' 7" T.O.R. LP 119'-9 3/4" 9" 6' 7" T.O.R. LP 119'-9 3/4" T.O.R. LP 119'-9 3/4" 1/4" 12" T.O.R. HP 120'-1" T.O.CHANNEL 120'-4" 5.18 T.O.CHANNEL 120'-4" 5.18 5.16 5.18 5.16 5.18 T.O.R. HP 120'-1" T.O.R. HP 120'-1" 16' 0" 11' 1" 10" 29'1 1/2" 26' 11 1/4" 4 A3.8 7.37 4.24 5.08 LINE OF ROOF BELOW 7.37 3 4 A.3 A.1 4.2 AA 2.6 2.8 3.1 3.4 3.6 3.9 A.2 A A.8 B.1 4.3 4.1 B 3.5 B.2 A3.9 2.5 107' 0 1/2" 28'10 1/2" 1/8" 12" 1/8" 12" 1/8" 12" 1/8" 12" 1/4" 12" 1/4" / 12" 1/4" 12" 1/4" / 12" 1/4" / 12" 1/4" 12" 1/4" 12" 1/4" 12" 4' 0" 4' 8 5/8" 4' 8 5/8" 4' 0" H.P.C. 116'-8 1/4" H.P.C. 116'-8 1/4" RD RD RD 4' 0" 4' 8 5/8" T.O.R. HP 116' 9" 2 A3.11 1' 1/2" 10' 11 1/4" 15'2 3/4" 13' 7 1/2" 20' 1/8" 19' 8 5/8" 19' 5/8" 19' 8 5/8" 14' 1" T.O.R. LP 116' 3/4" T.O.R. LP 116' 3/4" T.O.R. LP 116' 5 3/4" T.O.R. HP 116'-9" T.O. CHANNEL 117'-0" 10' 11 1/4" 10' 11 1/4" 5.18 1' 4" 3.47 STEEL TRELLIS, REFER TO STRUCTURAL 1' 8" 22'1 1/2" 4' 6 1/2" 3.47 5.28 7.37 T.O.R. HP 116'-9" T.O.R. HP 116'-9" A3.8 3.41 4.24 5.08 4.24 5.08 5.08 8.08 1' 11 1/2" 5.17 5.28 3.41 3.41 3.41 3.41 3.41 5.28 4.24 3.20 5.18 7.37 T.O.CH. 119' 6" 3.47 8.08 5.18 C.H.P. 116' 1/4" 7.37 C.H.P. 116' 1/4" T.O.CH. 117' 0" 5.18 T.O.CH. 117' 0" 4.24 3.20 5.18 7.37 T.O.CH. 120' 4" NOTE: REFER TO CORRESPONDING PLAN VIEW 3/A4.2 FOR ADDITIONAL REFERENCE ELEVATIONS, ROOF PITCH VALUES, AND DIMENSIONS. 5 5 4.8 AA 5.2 5.2 A A.8 4.3 4.3 B 38' 0" 36' 6" 28'9 3/4" LOWER ROOF UPPER ROOF A3.11 SLOPE SLOPE 1/4"/Ft. SLOPE 1/4"/Ft. SLOPE 1/4"/Ft. NOTE NOTE 2' 10" T.O. CHANNEL 119' 6" T.O. CHANNEL 127' 0" 9' 2" RD A3.11 14 A3.19 RD 5.08 4' 0" 4'0" T.O.R. HP 126' 11" T.O.R. LP 126' 7 3/4" T.O.R. HP 126' 11" 1' 4" 1' 7" 12' 10 3/4" 25' 1 1/4" 4' 2" 14'10" 7' 0" 1' 6" 4'10 1/2" 3.47 NOTE: 1.ROOF DRAIN DISCHARGE ONTO LOWER ROOF BELOW. REF TO 2/A4.2 FOR PRECAST CONC. SPLASH BLOCK LOCATIONS (2) 2.ROOF DRAIN CONNECT TO DOWNSPOUT BELOW, REF MEP 7.37 8.08 SLOPE 1/4"/Ft. SLOPE 1/4"/Ft. SLOPE 1/4"/Ft. SLOPE 1/4"/Ft. 4.24 5.18 5.18 5.18 1 1 TAPERED INSULATION ON 1" RIGID INSULATION (LOWER ROOF PORTION) 1 7.37 5.18 7.03 5.18 5.29 5.29 5.29 3.40 5.18 3.40 3.40 3.20 4.24 3.11 8.08 3.47 3.47 7.37 T.O.CH. 127' 0" T.O.CH. 119' 6" T.O.CH. 136' 8 7/8" NOTE: REFER TO CORRESPONDING PLAN VIEW 5/A4.2 FOR ADDITIONAL REFERENCE ELEVATIONS, ROOF PITCH VALUES, AND DIMENSIONS. 3.11 8.08 8.08 5.17 7.37 T.O.CH. 130' 9 1/8" REF STRUCT. REF STRUCT. 5.08 5.18 5.18 4.24 3.20 7.37 8.08 5.17 5.16 5.18 5.16 1.01 5.18 5.18 3.20 4.24 8.08 5.17 5.18 T.O.CH. 117' 0" T.O.CH. 120' 4" C.H.P. 120' 1" T.O.CH. 120' 4" T.O.CH. 120' 4" NOTE: REFER TO CORRESPONDING PLAN VIEW 1/A4.2 FOR ADDITIONAL REFERENCE ELEVATIONS, ROOF PITCH VALUES, AND DIMENSIONS. 5.17 7.37 ABBREVIATIONS GENERAL NOTES 1. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS OF THE SITE/AND OR BUILDING. 2. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS, AND OFF ALIGNMENTS ACCORDING TO THE CODES AND STANDARDS OF GOOD PRACTICE. 4. THE TERM "FINISHED FLOOR (F.F.)" SHALL MEAN THE NORMAL FINISHED SURFACE OF THE FLOOR LEVEL. 5. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF BELOW GRADE PIPING AND PLUMBING FIXTURES PRIOR TO THE CONSTRUCTION OF SLABS AND/OR PARTITIONS BEHIND SUCH FIXTURES 6. THE CONTRACTOR SHALL COORDINATE OPENINGS IN THE FOUNDATION, ROOF DECKS, AND EXTERIOR WALLS FOR THE INSTALLATION OF CONDUITS AND BOXES FOR ELECTRICAL EQUIPMENT. 7. FIRESTOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS PER SPECIFICATIONS. MATERIAL IS TO BE APPROPRIATE FOR THE ASSEMBLY AND SHALL HAVE AN U.L. NUMBER. 8. THE CONTRACTOR SHALL COORDINATE AND INSTALL ALL CLEANOUT AND ACCESS DOORS IN PARTITIONS AND SUSPENDED CEILINGS AS REQUIRED BY THE CONTRACT DOCUMENTS. 9. ADDITIONAL NOTES THAT ARE APPLICABLE TO THIS PROJECT MAY BE FOUND THROUGHOUT THE CONTRACT DOCUMENTS. 10. ALL DIMENSIONS SHALL BE FACE OF STUD OR CMU UNLESS OTHERWISE NOTED. (U.O.N.) 11. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, ELEVATIONS, SECTIONS, AND DETAILS ARE SHOWN AS NOMINAL SIZE UNLESS OTHERWISE NOTED. (U.O.N.) SHEETNOTES 1. REFER TO MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL DRAWINGS VENTS, FLUE, PIPING, AND OTHER RELATED ROOF PENETRATION LOCATIONS. 2. PROVIDE CRICKETS AT ALL MECHANICAL EQUIPMENT CURBS, SKYLIGHTS, RTU CURBS, ETC. INSTALL TAPERED INSTALLATION WITH A MINIMUM 1/2" PER 1'-0" HORIZONTAL FOOT SLOPE TO PROVIDE POSITIVE DRAINAGE AROUND UNITS. 3. ALL SKYLIGHT DIMENSIONS ARE TO CENTER OF UNIT, U.O.N. 4. MAINTAIN A MINIMUM 8" CLEARANCE FROM TOP OF ROOF TO TOP OF CURBS, U.O.N. 5. REFER TO DRAWINGS A4.4 AND A4.5 FOR ROOFING AND FLASHING DETAILS. 6. COORDINATE SATELLITE DISH WITH STRUCTURAL AND ELECTRICAL DRAWINGS. KEYNOTES T.O.R.HP. TOP OF ROOF HIGH POINT T.O.R.LP. TOP OF ROOF LOW POINT T.O.S.HP. TOP OF STEEL HIGH POINT EF EXHAUST FAN, REF MECHANICAL CU CONDENSER UNIT, REF MECHANICAL DS DOWNSPOUT ED EXPOSED DUCTWORK, REF MECHANICAL GR GAS REGULATOR METER, REF MECHANICAL VTR VENT THRU ROOF, REF MECHANICAL T.O.M. TOP OF MASONRY RTD ROUND DUCT TEE, REF MECHANICAL C.H.P. CRICKET HIGH POINT T.O.CH. TOP OF CHANNEL BOD BOTTOM OF DECK T.O.S.LP. TOP OF STEEL LOW POINT U.O.N. UNLESS OTHERWISE NOTED RD ROOF DRAIN, REF PLUMBING DWGS. FOR TYPE A.P.C. ARCHITECTURAL PRECAST CONCRETE SYMBOLS LEGEND GP40 GALVANIZED PIPE SCHEDULE 40, REF M/E/P ARCH. ARCHITECT TO SELECT COLOR 1.01 SIGNAGE REF TO DWG A2.7 3.20 4" PRECAST CONCRETE CAP 4.24 QUIK BRIK ARCHITECTURAL ASSEMBLY 5.29 METAL AWNING, OPEN FIN WITH HANGER RODS 7.37 WHITE TPO MEMBRANE ROOFING SYSTEM 3.47 PRECAST CONCRETE SPLASH BLOCKS 7.03 METAL GUTTER, PAINTED, UNLESS NOTED OTHERWISE (SIZE NOTED BESIDE KEYNOTE) 3.40 PRECAST ARCH ASSEMBLY W/ QUIK BRIK VENEER 5.08 STRUCTURAL STEEL 5.17 DECORATIVE ALUMINUM CHANNEL ATTACHED TO CURTAIN WALL SYSTEM 10.83 METAL WALL BANNER SUPPORT 8.08 CURTAIN WALL SYSTEM. SEE DWGS. A8.2 AND A8.3. 5.18 EXPOSED STEEL C-CHANNEL FASCIA 3.11 4" HIGH PRECAST CONCRETE SILL, UNPAINTED UNO 3.41 PRECAST SPLIT ARCH ASSEMBLY W/ QUIK BRIK VENEER 5.28 STEEL TRELLIS ROOF HATCH ASSEMBLY & CRICKET SKYLIGHT & CRICKET ASSEMBLY PRIMARY ROOF DRAIN & SUMP ROOF CRICKET WALKWAY PADS ROOF TOP UNIT (RTU) RTU RD SLOPE R.S. ROOF SLOPE EXHAUST FAN (EF) GAS REGULATOR ASSEMBLY (GR) OVERFLOW ROOF DRAIN ORD THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 4/2/2012 4:42:21 PM C:\Revit Local Project Files\Walmart\10-097S Georgia Ave\5968_Washington(Georgia Ave),DC_A_V12_jws.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A4.2 ENLARGED ROOF PLANS 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/8" = 1'-0" 1 TENANT 1 UPPER ROOF 1/8" = 1'-0" 3 TENANT 2 LOWER ROOF 4 TENANT 2 LOWER ROOF ISOMETRIC 1/8" = 1'-0" 5 VESTIBULE LEFT UPPER & LOWER ROOF PLANS 6 VESTIBULE LEFT UPPER ROOF ISOMETRIC 2 TENANT 1 UPPER ROOF ISOMETRIC T.O.CHANNEL 117'-0" 1 03/09/12REV #2 BID SET. NOT FOR CONSTRUCTION.

A.6 A.6 AA AA 5.2 5.5 5.7 A A B B A4.23 2 A3.12 45' 8" ROOF 2" / 12" SLOPE FRONT OF BUILDING MAIN ROOF BELOW 14 A3.19 BELOW MEZZANINE ROOF 12"x30"x4" 7.09 7.03 3.47 3.47 7.09 5.18 3.20 12"x30"x4" BELOW VESTIBULE LEFT UPPER ROOF BELOW VESTIBULE LEFT LOWER ROOF 4' 6"1' 0" 17' 4" 17' 4" 1' 0"4' 6" 5.18 3.20 BELOW VESTIBULE RIGHT LOWER ROOF 1.01 7.37 5.18 5.18 7..37 7.37 5'6 1/2" 16' 0" 12' 3" 1'9 7/8" T.O.CH. 130' 1/8" REF STRUCT T.O.CH. 136' 7/8" REF STRUCT T.O.CH. 136' 8 7/8" REF STRUCT A4.10 4 6" X 4" 6" X 4" 8" NOTE: REFER TO CORRESPONDING PLAN VIEW 7/A4.3 FOR ADDITIONAL REFERENCE ELEVATIONS, ROOF PITCH VALUES, AND DIMENSIONS. 7.37 5.18 7.37 ROOFSLOPE2"/12" 5.18 8.08 7.37 5.18 5.18 5.18 4.24 3.11 8.08 8.08 4.24 7.03 7.09 3.20 7.37 3.47 3.47 BUILT-UP ROOF CRICKET, REF PLAN 1/A4.0 1/8" 12" 1/8"/12" 3.20 7.09 T.O.CH. 136' 7/8" T.O.CH. 127' 0" T.O.CH. 130' 9 1/8" 7 7 8 8 A.6 A.6 5.8 5.8 6.2 6.2 6.4 6.4 6.6 6.6 6.8 6.8 5.7 5.7 B.1 B.1 B B 7.1 7.1 A.5 RD RD RD 2 A3.13 7 A3.14 12' 3" 4' 0" 16' 4" 2' 0"2' 0" 16' 0" 3' 8 1/2" 17' 10 1/2" 2' 0"2' 0" 5' 9" 12' 1 1/2" 10' 0 1/4" 2' 0"2' 0" 25' 8 3/4" 3' 1/2" 8' 6 1/8" 3'8 7/8" 4' 0" 8.08 5.18 T.O.CH. 127'-0" 7.37 5.18 4' 0" 4' 0" 4' 0" T.O.CH. 127'-0" T.O.R. LP. 126'-8" T.O.R. LP. 126'-8" T.O.R. LP. 126'-8" 5'9" C.H.P. 126'-10" C.H.P. 126'-10" T.O.R.HP. 126'-10" T.O.R. HP 126'-10" T.O.R.HP 126'-10" T.O.R.HP 126'-10" BELOW VESTIBULE RIGHT LOWER ROOF 4.24 4.24 7.74 OUTLINE OF ROOF BELOW 6 6 7 7 A.6 A.6 AA AA 5.7 5.7 RD RD 2 A3.13 6.65 6.65 6.42 6.42 13' 8" 4' 5/8" 2' 0"2' 0" 13' 3/8"3' 7"10' 2" 2' 0"2' 0" 3' 3" 14' 4" 4' 9" 70' 8" 4' 0" 7 1/2" 21' 2" 3'4" 24' 6" 4' 0" 7 1/2" 7.37 4.24 5.18 17 A4.10 7 A3.19 4.24 4" T.O.R. HP 119'-8" T.O.CH. 119'-6" T.O.R. LP 119' 2-5/8" T.O.R. HP 119' 3-3/8" T.O.R. LP 119' 2-5/8" T.O.R. HP 119' 3-3/8" T.O.R. HP 119' 3-3/8" T.O.R. HP 119'-8" T.O.R. HP 119' 3-3/8" 1' 11 1/2" 5.08 5.18 5.08 NOTE: REFER TO CORRESPONDING PLAN VIEW 4/A4.3 FOR ADDITIONAL REFERENCE ELEVATIONS, ROOF PITCH VALUES, AND DIMENSIONS. 4.24 3.11 8.08 5.18 8.08 8.08 5.18 7.37 5.29 3.40 10.83 10.83 5.29 3.40 10.83 5.29 3.40 10.83 5.29 3.40 10.83 8.08 5.18 5.17 8.08 T.O.CH. 127' 0" T.O.CH. 119' 6" T.O.CH. 119' 6" MEZZANINEUPPERROOF 5.08 5.08 7.03 5.18 3.20 4.24 7.37 7.37 3.20 4.24 7.37 8.08 4.24 5.18 8.08 5.18 LOWVESTIBULERIGHT ROOF 8.08 NOTE: REFER TO CORRESPONDING PLAN VIEW 1/A4.3 FOR ADDITIONAL REFERENCE ELEVATIONS, ROOF PITCH VALUES, AND DIMENSIONS. T.O.M. 128' 8" T.O.CH. 127' 0" T.O.CH. 119' 6" 5.08 AA 5.2 5.5 5.7 A 2 A3.12 A3.12 SLOPE 1/4"/Ft. SLOPE 1/4"/Ft. SLOPE 1/4"/Ft. SLOPE 1/4"/Ft. T.O.ROOF 111' 10-5/8" 2 A2.7 STEEL CHANNEL, REF STRU 3 5/8" 3' 11 3/4" 1 1/4" 14' 2 7/8" 14' 2 7/8" 1/4" 3' 11 3/4" 28' 3/8" 1 1/4" 2' 11 7/8" 2 5/8" 3" 3" 7' 9" 2' 10 3/4" 2 1/4" 2' 11 7/8" 2' 8 3/8" 7 1/8" 2' 3/8" 18' 4" 18' 4" 4' 9 3/8" 6'0" 1.01 HSS,REF STRUCT HSS,REF STRUCT HSS,REF STRUCT BLDG. EXTERIOR BLDG. INTERIOR 8.08 2' 10 3/4" T.O.S. 111'-8" T.O. CH. 111'-10" T.O. CH. 112'-0" 7.37 SLOPE 1/2"/Ft. SLOPE 1/2"/Ft. T.O.R. LP 111' 6-5/8" T.O.R. HP. 111' 10-1/8" T.O.R. HP. 111' 10-1/8" 2' 0" T.O.ROOF 111' 10-5/8" T.O. CH. 112'-0" 2' 0"2' 0" 9" 1' 3" 9" 2' 9" 8 8 10 VC1.1 J J 11 VC1.1 R.S. 3% 23' 4" 10' 4" 3.20 7.37 7.21 3.20 CONC. STOOP REF CIVIL PILASTER B.O.D. 106'-1" T.O.R. 107' 1-3/4" B.O.D. 106'-9" T.O.M. 107'-8" 1' 6" 8' 10" 7.09 CRICKET CRICKET 8"x16" 1 ROOF HATCH ASSEMBLY & CRICKET SKYLIGHT & CRICKET ASSEMBLY PRIMARY ROOF DRAIN & SUMP ROOF CRICKET WALKWAY PADS ROOF TOP UNIT (RTU) RTU RD SLOPE R.S. ROOF SLOPE EXHAUST FAN (EF) GAS REGULATOR ASSEMBLY (GR) OVERFLOW ROOF DRAIN ORD ABBREVIATIONS GENERAL NOTES 1. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS OF THE SITE/AND OR BUILDING. 2. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS, AND OFF ALIGNMENTS ACCORDING TO THE CODES AND STANDARDS OF GOOD PRACTICE. 4. THE TERM "FINISHED FLOOR (F.F.)" SHALL MEAN THE NORMAL FINISHED SURFACE OF THE FLOOR LEVEL. 5. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF BELOW GRADE PIPING AND PLUMBING FIXTURES PRIOR TO THE CONSTRUCTION OF SLABS AND/OR PARTITIONS BEHIND SUCH FIXTURES 6. THE CONTRACTOR SHALL COORDINATE OPENINGS IN THE FOUNDATION, ROOF DECKS, AND EXTERIOR WALLS FOR THE INSTALLATION OF CONDUITS AND BOXES FOR ELECTRICAL EQUIPMENT. 7. FIRESTOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS PER SPECIFICATIONS. MATERIAL IS TO BE APPROPRIATE FOR THE ASSEMBLY AND SHALL HAVE AN U.L. NUMBER. 8. THE CONTRACTOR SHALL COORDINATE AND INSTALL ALL CLEANOUT AND ACCESS DOORS IN PARTITIONS AND SUSPENDED CEILINGS AS REQUIRED BY THE CONTRACT DOCUMENTS. 9. ADDITIONAL NOTES THAT ARE APPLICABLE TO THIS PROJECT MAY BE FOUND THROUGHOUT THE CONTRACT DOCUMENTS. 10. ALL DIMENSIONS SHALL BE FACE OF STUD OR CMU UNLESS OTHERWISE NOTED. (U.O.N.) 11. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, ELEVATIONS, SECTIONS, AND DETAILS ARE SHOWN AS NOMINAL SIZE UNLESS OTHERWISE NOTED. (U.O.N.) SHEETNOTES 1. REFER TO MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL DRAWINGS VENTS, FLUE, PIPING, AND OTHER RELATED ROOF PENETRATION LOCATIONS. 2. PROVIDE CRICKETS AT ALL MECHANICAL EQUIPMENT CURBS, SKYLIGHTS, RTU CURBS, ETC. INSTALL TAPERED INSTALLATION WITH A MINIMUM 1/2" PER 1'-0" HORIZONTAL FOOT SLOPE TO PROVIDE POSITIVE DRAINAGE AROUND UNITS. 3. ALL SKYLIGHT DIMENSIONS ARE TO CENTER OF UNIT, U.O.N. 4. MAINTAIN A MINIMUM 8" CLEARANCE FROM TOP OF ROOF TO TOP OF CURBS, U.O.N. 5. REFER TO DRAWINGS A4.4 AND A4.5 FOR ROOFING AND FLASHING DETAILS. 6. COORDINATE SATELLITE DISH WITH STRUCTURAL AND ELECTRICAL DRAWINGS. KEYNOTES T.O.R.HP. TOP OF ROOF HIGH POINT T.O.R.LP. TOP OF ROOF LOW POINT T.O.S.HP. TOP OF STEEL HIGH POINT EF EXHAUST FAN, REF MECHANICAL CU CONDENSER UNIT, REF MECHANICAL DS DOWNSPOUT ED EXPOSED DUCTWORK, REF MECHANICAL GR GAS REGULATOR METER, REF MECHANICAL VTR VENT THRU ROOF, REF MECHANICAL T.O.M. TOP OF MASONRY RTD ROUND DUCT TEE, REF MECHANICAL C.H.P. CRICKET HIGH POINT T.O.CH. TOP OF CHANNEL BOD BOTTOM OF DECK T.O.S.LP. TOP OF STEEL LOW POINT U.O.N. UNLESS OTHERWISE NOTED 1.01 SIGNAGE REF TO DWG A2.7 3.20 4" PRECAST CONCRETE CAP 4.24 QUIK BRIK ARCHITECTURAL ASSEMBLY 5.29 METAL AWNING, OPEN FIN WITH HANGER RODS 7.37 WHITE TPO MEMBRANE ROOFING SYSTEM 3.47 PRECAST CONCRETE SPLASH BLOCKS RD ROOF DRAIN, REF PLUMBING DWGS. FOR TYPE 7.09 METAL DOWNSPOUT, PAINTED, UNLESS NOTED OTHERWISE (SIZE NOTED BESIDE KEYNOTE) 7.21 SCUPPER (SIZE INDICATED AT KEYNOTE) 7.03 METAL GUTTER, PAINTED, UNLESS NOTED OTHERWISE (SIZE NOTED BESIDE KEYNOTE) 3.40 PRECAST ARCH ASSEMBLY W/ QUIK BRIK VENEER A.P.C. ARCHITECTURAL PRECAST CONCRETE SYMBOLS LEGEND GP40 GALVANIZED PIPE SCHEDULE 40, REF M/E/P 7.72 ROOF HATCH ARCH. ARCHITECT TO SELECT COLOR 5.08 STRUCTURAL STEEL 5.17 DECORATIVE ALUMINUM CHANNEL ATTACHED TO CURTAIN WALL SYSTEM 10.83 METAL WALL BANNER SUPPORT 8.08 CURTAIN WALL SYSTEM. SEE DWGS. A8.2 AND A8.3. 5.18 EXPOSED STEEL C-CHANNEL FASCIA 3.11 4" HIGH PRECAST CONCRETE SILL, UNPAINTED UNO THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 4/2/2012 4:42:46 PM C:\Revit Local Project Files\Walmart\10-097S Georgia Ave\5968_Washington(Georgia Ave),DC_A_V12_jws.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A4.3 ENLARGED ROOF PLANS 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/8" = 1'-0" 7 ENTRY HIGH ROOF PLAN 8 VESTIBULE HIGH ROOF ISOMETRIC-REAR 1/8" = 1'-0" 1 MEZZANINE ROOF PLAN 1/8" = 1'-0" 4 VESTIBULE RIGHT LOWER ROOF PLAN 5 MEZZANINE LOWER ROOF ISOMETRIC 2 MEZZANINE UPPER ROOF ISOMETRIC 1/4" = 1'-0" 6 ENTRY VESTIBULE ROOF PLAN 1/8" = 1'-0" 3 STAIR B ROOF PLAN 1 1 03/09/12REV #2 BID SET. NOT FOR CONSTRUCTION.

PLACE CONT SEALANT UNDER PIPE FLASHING NEAR BAND AND PIPE GLASS FIBER INSULATION NOTE: FOR ELECTRICAL PENETRATIONS USE URETHANE RUBBER SEAL SYSTEM STAINLESS STEEL DRAW BAND WHERE APPROVED BY LOCAL JURISDICTION WRAP PIPE WITH MEMBRANE HEAT WELD OR ADHESIVE ATTACH TO ROOF MOLDED PIPE FLASHING NOTE: WHEN PENETRATION IS LARGER THEN 6" REF: MANUFACTURERS SPECIFICATIONS 1 1/2" TYP 2 1/2" AT SIM 2 1/2" TYP 3 1/2" AT SIM FACE OF CMU OR STUD WALL STRUCTURE (VARIES) INSULATION 1" CONTINUOUS TERMINATION BAR WITH DRIVE PIN OR SCREW ANCHORS AT 12" OC FULLY ADHERED WATERPROOFING MEMBRANE ROOF MEMBRANE PLYWOOD AND TREATED 2X4 BLOCKING (AT STUD CONNECTION ONLY) SPLICE TAPE PRESSURE SENSITIVE FLASHING IF REQUIRED FOR SYSTEM TRANSITION ROOF MEMBRANE FASTENER TYPICAL PROVIDE ROOF PENETRATION IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS ROOF INSULATION STORM COLLAR REF MECHANICAL FLUE REF MECHANICAL FLASHING REF MECHANICAL GLASS FIBER INSULATION 1" MINIMUM 8" MINIMUM 8" 11 2 4" 1 JOIST BEYOND REF STRUCTURAL ROOF MEMBRANE GLASS FIBER INSULATION COLUMN AND GIRDER REF STRUCTURAL URETHANE RUBBER SEAL SYSTEM STEEL COLUMN REF STRUCTURAL 10" MINIMUM STEEL PIPE SUPPORT REF STRUCTURAL CONTINUOUS SEALANT DRAW BAND FLASHING MEMBRANE STEEL ANGLE REF STRUCTURAL 2" 3" 2" 3" 2" 5/16" 2" 3" 5/16" 5/16" 1/2" 3" 1/2" 13 4 REF SPECIFICATIONS VARIES REF SPECIFICATIONS VARIES REF SPECIFICATIONS VARIES REF SPECIFICATIONS VARIES 1/2"x1/2" ANGLE INSULATION BY GENERAL CONTRACTOR NON-STRUCTURAL CURB 3/16" DIAMETER GRID STRUCTURAL CURB (AHU) INSULATION BY GENERAL CONTRACTOR DECK DECK STRUCTURAL CURB INSULATION BY GENERAL CONTRACTOR DECK INSULATION BY GENERAL CONTRACTOR SKYLIGHT CURB DECK 2x4 TREATED WOOD NAILER 2x4 TREATED WOOD NAILER 2x4 TREATED WOOD NAILER 2x4 TREATED WOOD NAILER INSULATION FULLY ADHERED FLASHING MEMBRANE EXTEND UP AND OVER TOP OF CURB ROOF MEMBRANE RTU FASTENER AND PLATE PROVIDE 14 GAUGE DECK SUPPORT CLIP INSULATION MANUFACTURED METAL CURB CONT EDGE SEALANT AS REQUIRED BY MANUFACTURER GASKET AS REQUIRED BY RTU MANUFACTURER INSULATION #12x1-1/2" SS SCREWS WITH NEOPRENE/SS BONDED WASHER AT 12" OC ROOF MEMBRANE COUNTER FLASHING FULLY ADHERED FLASHING MEMBRANE EXTEND UP AND BEHIND METAL COUNTER FLASHING MUNTERS UNIT FASTENER AND PLATE PROVIDE 14 GAUGE DECK SUPPORT CLIP NEOPRENE TAPE GASKET MANUFACTURED METAL CURB INSULATION CONT EDGE SEALANT AS REQUIRED BY MANUFACTURER 8" MIN ROOF MEMBRANE FULLY ADHERED FLASHING MEMBRANE EXTEND UP AND OVER TOP OF CURB #12x1-1/2" SS SCREWS WITH NEOPRENE/SS BONDED WASHER AT 12" OC SWEEP SKYLIGHT MANUFACTURED METAL CURB PROVIDE 14 GAUGE DECK SUPPORT CLIP FIELD FABRICATE FASTENER AND PLATE SAFETY SCREEN INSULATION GASKET BY SKYLIGHT MFR 2x4 TREATED WOOD NAILER CONT EDGE SEALANT IF REQUIRED BY MANUFACTURER 2" 3 3/8" 4" 11 5/8" 1 1/4" 1/8" x 2" x 1/2" x 1/2" SPLITTAIL STAINLESS STEEL ANCHOR 40 MIL RUBBERIZED BITUTHENE GASKET 3" X 3" 28 GA. (0.015) STAINLESS STEEL FLASHING WITH 1/2"-45 DEG. HEMMED DRIP EDGE(S) GROUT TOP COURSE OF QUIK BRIK SOLID (TYP.) 45 DEG. HEMMED DRIP 1/4" DIA. X 1 1/4" EXPANSION PIN (DRILL & SET) 12X4X16 QUIK-BRIK MASONRY UNITS REINFORCED TPO ROOFING MEMBRANE 3/8" EQ EQ 1' 4" FALL TYPE 1 2" 3/4" 3 1/4" 4" 1' 6" 5/8" 1 1/4" x 1/8" 2" 2 1/2" 1/2" SPLIT-TAIL STAINLESS STEEL ANCHOR 40 MIL RUBBERIZED BITUTHENE GASKET 3" X 3" 28 GA. (0.015) STAINLESS STEEL FLASHING WITH 1/2"-45 DEG. HEMMED DRIP EDGE(S) GROUT TOP COURSE OF QUIK BRIK SOLID (TYP.) 45 DEG. HEMMED DRIP 1/4" DIA. X 1 1/4" EXPANSION PIN (DRILL & SET) 1/2" DENSDECK REINFORCED TPO ROOFING MEMBRANE 3/8" TYPE 2 1 45 DEG HAMMED DRIP NOTE: 1. PROVIDE MIN. ANCHORS PER CAP SECTION AND 4' -0" C/C MAX. Roof 124' - 0" E 2' 5 7/8" 2' 3/4" SECONDARY OVERFLOW ROOF DRAIN, REF MEP PRIMARY ROOF DRAIN, REF MEP MECH. FAST. TPO ROOFING SYSTEM 3" RIGID INSULATION 121' 11 1/4" 2' 0" 2' 0" DRAIN PIPES CONNECTED TO NOZZLES AT RAIN GARDEN DRAIN PIPE DISCHARGED AT HIGH LEVEL AT LOADING AREA ROOF CRICKET 4' X 4' DRAIN SUMP SLOPE 1/4"/Ft. SLOPE 1/4"/Ft. FIRE PROTECTION PIPING, REF FP DWGS GYPSUM BOARD ASSEMBLY 8 2' 0" 1' 6" 2' 0" BONDING ADHESIVE TPO WATERPROOFING MEMBRANE CUT EDGE SEALANT TPO WATERPROOFING MEMBRANE 2"x6" FR BLOCKING TAPERED INSULATION SUMP ROOF DRAIN, REF MEP & 15/A4.5 NOTES: 1.REF TO DETAIL 15/A4.4 FOR ROOF DRAIN ATTACHEMENT QUIK-BRIK BOND BEAM, REF STRU REINF. TPO MEMBRANE MIN. 1 1/2"(40mm) WIDE HOT AIR WELD REINFORCED TPO MEMBRANE GALVANIZED SHEETMETAL CLIP AT FACE OF WALL AROUND PERIMETER OF OPNG, CONT. SEALANT AT PERIMETER CONT. METAL CLEAT 2"x6" FRP BLOCKING EMBED PLATE, REF STRUCT. 22 GA GALV. METAL SCUPPER SEALANT ALL ROUND 2X FRT BLOCKING 2X FRT BLOCKING GROUT SOLID, REF STRU. 1/2" X 7 1/2" GALV. DOWNSPOUT DOWNSPOUT BRACKETS SLOPE 1:48 GALV. ANCHORS WI NEOPRENE WASWHERS @ 6" C/C ALL ROUND TPO MEMBRANE ON 3" RIGID INSULATION 8" NOTES: 1.FOR DRAINS WITH A TAPERED INSULATION SUMP LESS THAN 3" TO 1"-0" HORIZONTAL FOOT (75mm/300mm) 2.ALL BOLTS AND CLAMPS MUST BE IN PLACE TO PROVIDE CONSTANT COMPRESSION ON WATER CUT-OFF MASTIC 3.CUT THE MEMBRANE SO IT EXTENDS A MIN. OF 1/2" (13mm) FROM THE ATTACHMENT POINTS OF THE DRAIN CLAMPING RING. 4.IT IS PREFERED TO LOCATE SPLICES AT LEAST 6"(150mm) OUTSIDE DRAIN SUMP. IF SPLICES EXTEND UNDER CLAMPING RING, ENTIRE SPLICE OVERLAP MUST BE HOT AIR WELDED. CLAMPING RING WATER CUT-OFF MASTIC TPO ROOFING MEMBRANE DISCHARGE PIPE, REF MEP FOR SIZES PART. DRAIN ISOMETRIC TAPERED INSULATION SUMP METAL DECK, ORIENTATION MAY VARY, REF STRUCT. ROOF FRAMING, REF STRUCT. MIN. 1-1/2"(40mm) WIDE HOT AIR WELD APPROX. 12" (300mm) CONT. SEALANT ALL ROUND 8" X 32" WIDE SCUPPER OPENING 22 GA. METAL CONDUCTOR HEAD 7 1/2" X 7 1/2" GALV. DOWNSPOUT (ATTACHED TO WALL WI DOWNSPOUT BRACKET @ 5' -0" C/C.) 22 GA. METAL CLIP 1 NOTES: 1.TREATED WOOD NAILER MUST EXTEND PAST TOTAL WIDTH OF DECK FLANGE. 2.INSTALL WALL FLASHING PRIOR TO SCUPPER INSTALLATION. 3.DISCOUNTINUE FASTENING PLATES AT SCUPPER OPENINGS AS SHOWN. 4.SCUPPER BOXES TO HAVE CONTINUOS SIDES; METAL FLANGES MUST BE CONTINUOUS WITH ROUNDED CORNERS. 5.PRIOR TO APPLYING EP-95 SPLICING CEMENT, CLEAN METAL SCUPPER SLEEVE WITH WEATHERED MEMBRANE CLEANER OR SPLICE CLEANER. 6.WATER CUT-OFF MASTIC UNDER SCUPPER FLANGE MUST BE UNDER CONSTANT COMPRESSION AND A MINIMUM 2"(50mm) FROM NAIL HEAD. 7.PPT304 SEALANT IS REQUIRED AT FLASHING EDGE ON SCUPPER EDGE.HP-250 PRIMER MUST BE BE USED TO PREPARE SURFACES PRIOR TO APPLYING PT304 SEALANT. THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 3/14/2012 12:22:35 PM C:\Revit Projects Local Files\Walmart\10-097S Washington (Georgia Ave)\5968_Washington(Georgia Ave),DC_A_V12_JE.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A4.4 ROOF DETAILS 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 3" = 1'-0" 1 PRECAST CAP WALL CAP DETAIL 3" = 1'-0" 2 PRECAST WALL CAP DETAIL 1" = 1'-0" 7 PENETRATION 1 1/2" = 1'-0" 6 FLASHING MEMBRANE 1" 1'-0" 8 FLUE PENETRATION 1" = 1'-0" 9 SATELLITE DISH PENETRATION 1" = 1'-0" 10 PENETRATION CONDENSER SUPP. 1/2" = 1'-0" 11 CURB DETAILS 1 1/2" 1'-0" 12 ROOF TOP UNIT 1 1/2" 1'-0" 13 MUNTERS UNIT 1/2" = 1'-0" 14 SKYLIGHT CURB 3/4" = 1'-0" 19 SECTION-INT. PRIMARY & OVERFLOW ROOF DRAINS 1" = 1'-0" 18 SECTION - ROOF DRAIN 1 1/2" 1'-0" 17 TYP. THRU WALL SCUPPER 12" = 1'-0" 15 ROOF DRAIN PART. SECT 12" = 1'-0" 5 SCUPPER AT DECK 1" = 1'-0" 16 SCUPPER ELEVATION 1 03/09/12REV #2 1 BID SET. NOT FOR CONSTRUCTION.

3'-12 1'-5" R81_4 1'-0" 2'-0" 3'-11 2 1'-5" R81_4 8" 2'-0" CAMERA MOUNT TO BE INSTALLED AFTER ROOFING INSTALLATION TERMINATE CONDUIT WITH INSULATING BUSHING. ANCHOR TO JOIST MEMBERS WHERE PENETRATION IS ABOVE CEILING, EXTEND CONDUIT TO AN AREA WHICH IS OPEN TO STRUCTURE (NO CEILING) 1 1/2" CONDUIT ANCHOR TO UNISTRUT AT DECK LOCATE CONDUIT PENETRATION MAX 6'-0" FROM TRI-MOUNT 1 1/2" LIQUID-TIGHT FLEXIBLE METAL CONDUIT 4"x4" WEATHERPROOF BOX. MOUNT TO TUBE STEEL POURED URETHANE RUBBER SEAL STEEL PLATE ATTACH WITH (4) 1/4" MASONRY EXPANSION ANCHORS. SEAL EDGE OF PLATE (ALL SIDES) APPLY SEALANT CAP TO TOP OF ANCHORS. OFFSET TO CLEAR CAPS ROOF PARAPET CAMERA SUPPORT ASSEMBLY (TRI-MOUNT) UNISTRUT AT OPENING SPANS TOP CHORD OF JOISTS TERMINATE CONDUIT WITH INSULATING BUSHING. ANCHOR TO JOIST MEMBERS WHERE PENETRATION IS ABOVE CEILING, EXTEND CONDUIT TO AN AREA WHICH IS OPEN TO STRUCTURE (NO CEILING) 1 1/2" CONDUIT ANCHOR TO UNISTRUT AT DECK LOCATE CONDUIT PENETRATION MAX 6'-0" FROM TRI-MOUNT POURED URETHANE RUBBER SEAL UNISTRUT AT OPENING SPANS TOP CHORD OF JOISTS 1 1/2" LIQUID-TIGHT FLEXIBLE METAL CONDUIT 4"x4" WEATHERPROOF BOX. MOUNT TO TUBE STEEL ROOF PARAPET CAMERA SUPPORT ASSEMBLY (TRI-MOUNT) STEEL PLATE ATTACH WITH (4) 1/2" LAG SCREWS. SEAL EDGE OF PLATE (ALL SIDES) APPLY SEALANT CAP TO TOP OF SCREWS. OFFSET TO CLEAR CAPS CONTINUOUS 2X10 BLOCKING CL CAMERA MOUNT TO BE INSTALLED AFTER ROOFING INSTALLATION MORTAR NET BLOK FLASH PAN 12X4X16 QUIK-BRIK MASONRY UNITS GROUT BOTTOM COURSE OF QUIK BRIK SOLID (TYP.) FOUNDATION WALL, SEE STRU. FLOOR SLAB, SEE STRU. MOTAR NET CUT EDGE SEALANT TPO WATERPROOFING on 3" RIGID INSULATION FASTENING PLATES, 12" C/C. QUIK-BRIK WALL, SEE PLAN TERMINATION BAR WI FASTENER @ 12" C/C 2 1/2" REINFORCED TPO WATERPROOFING MEMBRANE BLOK FLASH PAN 7 5/8" BLOK FLASH MORTAR NET 20GA STAINLESS STEEL THRU WALL FLASHING 12"x4'16" QUIK -BRIK MASONRY ASSEMBLY, GRANULAR INSULATION S.S. SPLIT TAIL ANCHOR 20GA STAINLESS STEEL THRU WALL FLASHING 45DEG HEMMED DRIP EDGE GROUT SOLID UNDER COPING VERTICAL REINF EVERY 32", REF STRU 8"x4"x16" QUIK-BRIK PILASTER SILICONE SEALANT & BACKER ROD 2" FIRST FLOOR 100' - 0" 1' 4" 12"x4"x16" QUIK BRIK MASONRY ASSEMBLY, GRANULAR INSULATION TYPE 304 S.S. THRU WALL FLASHING AT PILASTER BASE w/ 45DEG HEMMED DRIP EDGE SOLID GROUT AT BASE VERTICAL REINF. REF STRUCT. MORTAR NET LOCATE WALKWAY PADS WITHIN 3" OF STEEL FRAMING CENTER WALKWAY PADS ON JIB CRANE SPACED 3" APART AND 6" FROM EDGE OF ROOF OR PARAPET WALKWAY PADS SPACED 3" APART LOCATED ON ALL 4 SIDES OF AHU AND REFRIGERATION HOUSE PROVIDE CRICKET AT ALL MECHANICAL EQUIPMENT, SKYLIGHTS, RTU'S, ETC. INSTALL TAPERED INSULATION TO ACHIEVE MIN 1/4 INCH PER FOOT SLOPE TO PROVIDE POSITIVE DRAINAGE AROUND UNITS. LOCATE WALKWAY PADS WITHIN 3" OF STEEL FRAMING WALKWAY PADS SPACED 3" APART LOCATED ON ALL 4 SIDES OF CONDENSER RACKS STEEL FRAMING REF STRUCTURAL NOTE CUT WALKWAY PAD SECTIONS AT 10' MAX LENGTH. REF MFR FOR ADDITIONAL INFORMATION. NOTE FOR ROOF PENETRATIONS LOCATED WHERE WALKWAY PADS ARE INSTALLED, TRIM WALKWAY PADS 4" FROM EDGE OF ROOF PENETRATION FLASHING BEFORE PAD INSTALLATION. NOTE DO NOT INSTALL WALKWAY PADS UNTIL ROOF PENETRATION FLASHINGS ARE COMPLETE. WALKWAY PADS SPACED 3" APART LOCATED ON ALL SIDES OF RTU, PROVIDE DOUBLE ROW ON ACCESS SIDE OF UNIT AS SHOWN, VERIFY LOCATIONS IN FIELD WALKWAY PADS SPACED 3"APART ADJACENT TO ROOF HATCH WALK PAD ROOF HATCH RTU SKYLIGHT AHU AND REFRIGERATION EQUIPMENT JIB CRANE CONDENSOR RACKS VARIES 5'-0" MIN TYP INSTALL AT QUI-BRIK MASONRY PARAPET INSTALL AT STUD BACKUP PARAPET GALVANIZED SHEETMETAL CLIP AT FACE OF WALL AROUND PERIMETER OF OPNG, CONT. SEALANT AT PERIMETER CONT. METAL CLEAT 22 GA GALV. METAL SCUPPER SEALANT ALL ROUND 2X FRT BLOCKING 4" X 5" GALV. DOWNSPOUT DOWNSPOUT BRACKETS GALV. ANCHORS WI NEOPRENE WASWHERS @ 6" C/C ALL ROUND 2" MIN. 1/2"(40mm) WIDE HOT AIR WELD REINFORCED TPO MEMBRANE TPO MEMBRANE ON 3" RIGID INSULATION 1/4" x 1/8" 2" 2 1/2" x 1/2" SPLIT-TAIL STAINLESS STEEL ANCHOR 40 MIL RUBBERIZED BITUTHENE GASKET 3" X 3" 28 GA. (0.015) STAINLESS STEEL FLASHING WITH 1/2"-45 DEG. HEMMED DRIP EDGE(S) QUIK-BRIK, SEE STRU. PRECAST CONC. CAP (TYPE 1) SLOPE 1/4"/Ft. T.O.M 106' 4" 1' 4" 22 GA. CONDUCTOR HEAD FRAMING, SEE STRU. QUIK BRIK MASONRY WALL W/ GRANULAR FILL IINSULATION, REF TO PLAN FOR THICKNESS MORTAR NET BOND BEAM, REF STRU. BLOK FLASH PAN EXTERIOR THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 3/14/2012 12:22:48 PM C:\Revit Projects Local Files\Walmart\10-097S Washington (Georgia Ave)\5968_Washington(Georgia Ave),DC_A_V12_JE.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A4.5 ROOF & FLASHING DETAILS 10-097S C-106M-NO-NO MMA MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 3" 1'-0" 2 WALL BASE BLOK FLASH DETAIL 3" = 1'-0" 3 FLASHING MEMBRANE - CMU 3" = 1'-0" 8 PILASTER CAP DETAIL 3" = 1'-0" 9 PILASTER BASE DETAIL 1 03/09/12REV #2 12" = 1'-0" 6 WALKWAY PAD LAYOUTS- ALL UNITS 3/4" = 1'-0" 12 SECURITY CAMERAS PENETRATIONS 1 1/2" = 1'-0" 13 SCUPPER DETAIL AT STAIR B 3" 1'-0" 4 BLOK FLASH DETAIL (TYP.) 1 BID SET. NOT FOR CONSTRUCTION.

DN 8 9 10 1' 4" 22' 0" 1' 4" 22' 8" 1' 4" 22' 0" 1' 4" T.O.M. 106'-0" T.O.M. 101'-4" T.O.TS 94'-7" EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. T.O.M. 106'-0" T.O.M. 101'-4" 4' 3 1/8" 11' 8 7/8" 7/8" T.O.WALL 94'-0" T.O.WALL 93'-0" 1' 4" 13' 4" 1' 4" 13' 4" 1' 4" 13' 4" 1' 4" 13' 4" T.O.M. 106'-0" T.O.M. 101'-4" T.O.M. 106'-0" T.O.M. 101'-4" EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. T.O.CURB 93'-8" T.O.WALL 96'-0" T.O.WALL 92'-0" H J H.1 T.O.M. 106'-0" T.O.M. 101'-4" 1' 4" 22' 8" 1' 4" T.O.CURB. 93'-8" T.O.FTG. 77'-8' T.O.M. 106'-0" T.O.M. 101'-4" T.O.CURB. 93'-8" BENTONITE WATERPROOFING SYSTEM T.O.FTG. 77'-8' FIN. GRADE, REF CIVIL PIER CORBEL, REF STRUCT. 5' 8" 6" 12 13 14 15 1 A3.4 1' 4" 19' 4" 1' 4" 18' 8" 1' 4" 18' 8" 1' 4" 18' 8" 1' 4" EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. T.O.M. 106'-0" T.O.M. 104'-8" T.O.M. 103'-4" T.O.M. 102'-0" T.O.M. 97'-4" T.O.M. 98'-8" T.O.M. 101'-4" T.O.M. 106'-0" T.O.M. 101'-4" T.O.CURB 93'-8" T.O.WALL 88'-8" REF STRUCT T.O.FTG. 77'-8" T.O.CURB 90'-0" T.O. ROOF DECK T.O. GREEN ROOF PIER SUPPORTS, REF STRUCT T.O.FTG 77'-8" FIN. GRD, REF CIVIL BENTONITE WATERPROOFING SYSTEM 4' 2" 4' 6" 6" 4' 6" T.O.CURB 91'-0" T.O.CURB 92'-0" T.O.CURB 92'-8" G.4 G.8 G.3 3 A3.5 G T.O.M. 102'-0" T.O.M. 96'-0" T.O.CURB 90'-0" T.O. FTG 77'-4" EQ. EQ. EQ. EQ. EQ. EQ. T.O.M. 100'-8" T.O.M. 96'-0" T.O.CURB 90'-0" T.O. FTG 77'-4" BENTONITE WATERPROOFING SYSTEM CONC. CURB PIER CORBEL, REF STRUCT. FIN. GRD, REF CIVIL 18' 0" 18' 0" 1' 4" 18' 0" 1' 4" 17' 10" 2" 3' 1 3/8" 4 A3.4 T.O.M. 100'-8" T.O.M. 100'-0" T.O.M. 100'-0" 10' 0" 1' 4" 1' 4" 10' 0" 1' 4" 17' 4" 1' 4" 17' 4" 1' 4" EQ EQ EQ EQ T.O.M. 100'-8" DRIVE OPENING REF PLAN T.O.M. 100'-8" T.O.M. 96'-0" T.O.CURB 90'-0" T.O.FTG 77'-8" T.O.FTG 77'-8" FIN. GRD REF CIVIL T.O.CURB 91'-4" BENTONITE WATERPROOFING SYSTEM CONC. CURB 8"x4"x16" QUIK-BRIK P.C. CONC. WALL CAP P.C. CONC. PIER CAP LOADING DOCK SIGNAGE T.O.CURB 90'-8" A2.7 13 T.O.CURB 90'-4" 8.3 ROOF DRAIN, TYPE 4, REF MEP & ARCH. 12/A4.8 ROOF CRICKET RD-4 TOP OF CURB T.O.CURB TOP OF WALL T.O.WALL TOP OF TOPPING SLAB (REF STRU.) T.O.TS TOP OF ROOF DECK (STRUCUTRAL SLAB, REF STRU.) T.O.RD DOWNSPOUT DS VENT THRU ROOF, REF MEP VTR SLOPE ROOF SLOPE EF (EXHAUST FAN), SEE NOTE 9. T.O.M.TOP OF MASONRY CHPCRICKET HIGH POINT S.O.G.SLAB ON GRADE (REF. CIVIL/STRUCT.) T.O.S.TOP OF SLAB (REF STRUCT) FIN. GRD.FINISHED GRADE (REFER TO CIVIL DWGS) F.F. FINISHED FLOOR CENTERLINE EXT.L.F.EXTERIOR LIGHT FIXTURE (REFER TO CIVIL & ELECTRICAL) 1.REFER TO MEP DRAWINGS FOR ALL DECK AND WALL PENETRATION LOCATIONS. 2.PROVIDE TAPERED INSULATION BUILT-UP CRICKETS AS NOTED AT A MINIMUM 1/2" RISE:1'-0" HORIZONTAL RUN TO PROVIDE POSITIVE DRAINAGE TO GREEN ROOF DRAINS. 3.REFER TO CIVIL DRAWINGS FOR EXTERIOR POLE AND PIER MOUNTED LIGHT FIXTURES. 4.ALL HORIZONTAL AND VERTICAL PENETRATIONS TO BE SEALED AND WATERPROOFED PER APPROVED WATERPROOFING MANUFACTURES DETAILS AND SPECIFCATIONS. 5.REFER TO SHEET AP-2 FOR EXTENTS OF BLINDSIDE WATERPROOFING AND PERMANENT SOLDIER PILES w/ PRESSURE TREATED WOOD LAGGING. TRANSITION BETWEEN WATERPROOFING SYSTEMS (BLINDSIDE & FLUID APPLIED) AS PER DETAILS ON SHEET AP-2 AND MUST BE APPROVED AND WARRANTED BY WATERPROOFING MANUFACTURER/INSTALLER. 6.REFER TO SHEETS A4.6 FOR SCREEN WALL ELEVATIONS. 7.REFER TO SHEET A4.7 FOR SCREEN WALL PLAN DETAILS. 8.REF STRU FOR CONCRETE COLUMN & ARCH 3/A4.8 FOR WATERPROOFING DETAIL. 9.EXHAUST FAN REF MEP, SEE 9/A4.8 FOR WATERPROOFING DETAIL AT CURB. THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 3/14/2012 12:23:02 PM C:\Revit Projects Local Files\Walmart\10-097S Washington (Georgia Ave)\5968_Washington(Georgia Ave),DC_A_V12_JE.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A4.6 LOADING DOCK SCREEN WALL ELEVATIONS 10-097S C-106M-NO-NO Checker Designer 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/4" = 1'-0" 1 L.D. SCREEN WALL ELEV. (1) 1/4" 1'-0" 2 L.D. SCREEN WALL ELEV. (2) 1/4" = 1'-0" 3 L.D. SCREEN WALL ELEV. (3) 1/4" 1'-0" 4 L.D. SCREEN WALL ELEV. (4) 1/4" = 1'-0" 5 L.D. SCREEN WALL ELEV. (5) 1/4" 1'-0" 6 L.D. SCREEN WALL ELEV. (6) ELEVATION KEYPLAN 1 2 4 5 6 GREEN ROOF & LOADING DOCK LEGEND GREEN ROOF & LOADING DOCK SHEETNOTES 1 03/09/12REV #2 1 BID SET. NOT FOR CONSTRUCTION.

DN DN SECTION DOWNSPOUT PLAN EXTEND DOWNSPOUT INTO CAST IRON BOOT PAINT TO MATCH DOWNSPOUT FACE OF WALL CAST IRON BOOT TO UNDERGROUND STORM SEWER REF CIVIL DRAWINGS SECTION DOWNSPOUT CAST IRON DOWNSPOUT BOOT RECTANGULAR TO ROUND TRANSITION CONNECT TO STORM SEWER CONCRETE SLAB BASE MATERIAL REF STRUC NOTE: REF CIVIL FOR DRAINAGE PIPE SIZE AND ELEVATION CONNECTION BY BUILDING CONTRACTOR SUBBASE/SUBGRADE REF STRUC 1'-0" 1'-0" 5'-0" DRAINAGE WORK BY BUILDING CONTRACTOR DRAINAGE WORK BY SITE CONTRACTOR LINE OF PRECAST CONC. PIER CAP ABOVE 8"x4"X16" QUIK-BRIK 1' 5/8" 4" 7 5/8" 4" 1' 8" 1' 8" 8"x4"X16" QUIK-BRIK MASONRY SCREEN WALL LINE OF MASONRY BEL/ABV ORIENTED 90DEG. FROM PRIOR COURSE LINE OF PRECAST CONC. WALL CAP ABV. 6" 6" REINF, REF STRUCT SOLID GROUT CELLS, REF STRUCT 1'3 5/8" 2 1/4" ALTERNATING COURSING PATTERNS FOR TYPICAL PIER CONSTRUCTION. NOTE: REFER TO DETAIL 8/A4.7 FOR TYPICAL PIER PRECAST CONCRETE PIER CAP 135.00° 135.00° 1' 5/8" 1'-35/8" 4" 7 5/8" 4" 1' 3 5/8" 7 5/8" 75/8" ALTERNATING COURSING PATTERNS FOR PIER CONSTRUCTION GROUT SOLID & REINF. REF STRUCT. WALL CAP ABOVE NOTES: 1.COORDINATE WITH PIER CORBEL BASE SUPPORT, REF TO STRUCT. 2.REFER TO NON-TYP. PIER CAP DETAIL 9/A4.7 J 1'-35/8" 4" 75/8" 4" 135.00° 1'-35/8" 1'3 5/8" NOTES: 1.COORDINATE WITH PIER CORBEL BASE SUPPORT, REF TO STRUCT. 2.REFER TO NON-TYP. PIER CAP DETAIL 9/A4.7 5 7/8" 4"7 5/8"4" ALTERNATING COURSING PATTERN FOR NON-TYPICAL PIER CONSTRUCTION WALL CAP ABOVE PIER CAP ABOVE GROUT SOLID & REINF. REF STRUCT. 15 1' 2" ALTERNATING COURSING PATTERN FOR NON-TYPICAL PIER CONSTRUCTION GROUT SOLID & REINF. REF STRUCT. PIER CAP ABOVE 1'1 1/4" 1'1" 1'3 5/8" 1'3 5/8" 4" 75/8" 4" 161.00° WALL CAP ABOVE NOTES: 1.COORDINATE WITH PIER CORBEL BASE SUPPORT, REF TO STRUCT. 2.REFER TO NON-TYP. PIER CAP (3) DETAIL 10/A4.7 14 LINE OF WALL CAP ABOVE 8"x4"x16" QUIK BRIK MASONRY WALL GROUT & REINF, REF STRUCT. EDGE OF CONC. TOPPING SLAB 1/2" PREMOLDED EXPANSION JOINT w/ SEALANT AT WALL AND CAP 12" CONC. WALL REF STRUCT. LINE OF PRECAST CONC. WALL CAP ABOVE 1' 3 5/8" 1' 5/8" 4" 7 5/8" 4" PIER CAP ABOVE REFER TO DETAIL 1/A4.7 FOR ALTERNATE COURSING PATTERN, SIMILAR 1'0" LINE OF PRECAST CONC. WALL CAP ABOVE COORDINATE WITH PIER CORBEL BASE SUPPORT, REF STRUCT EDGE OF CONC. TOPPING SLAB PRECAST CONC. PIER CAP ABOVE GROUT & REINF. REF STRUCT. 1'3 5/8" 1/4" 1' 3 5/8" 1/4" PRECAST CONC. WALL CAP ABOVE 1/2" EXPANSION JOINT w/ BACKER ROD & SEALANT 12" CONC. WALL, REF STRUCT. REFER TO DETAIL 1/A4.7 FOR ALTERNATINGPIER BRICK COURSE PATTERN 1' 8" 1' 8" D.3 D.3 6" 4 1/8" 5/8" 4" 1' 8" 1' 3 5/8" 1'8" 1'0" CONC. WALL, REF STRUCT 1/2" EXPANSION JOINT w/ BACKEROD & SEALANT SOLID GROUT & REINF. REF STRUCT. WALL CAP ABOVE PRECAST CONC. PIER CAP LINE OF FOUNDATION WALL BELOW, PORTION OF CMU CANTILEVERED 3 3/8" ROOF DRAIN, TYPE 4, REF MEP & ARCH. 12/A4.8 ROOF CRICKET RD-4 TOP OF CURB T.O.CURB TOP OF WALL T.O.WALL TOP OF TOPPING SLAB (REF STRU.) T.O.TS TOP OF ROOF DECK (STRUCUTRAL SLAB, REF STRU.) T.O.RD DOWNSPOUT DS VENT THRU ROOF, REF MEP VTR SLOPE ROOF SLOPE EF (EXHAUST FAN), SEE NOTE 9. T.O.M.TOP OF MASONRY CHPCRICKET HIGH POINT S.O.G.SLAB ON GRADE (REF. CIVIL/STRUCT.) T.O.S.TOP OF SLAB (REF STRUCT) FIN. GRD.FINISHED GRADE (REFER TO CIVIL DWGS) F.F. FINISHED FLOOR CENTERLINE EXT.L.F.EXTERIOR LIGHT FIXTURE (REFER TO CIVIL & ELECTRICAL) 8.3 1.REFER TO MEP DRAWINGS FOR ALL DECK AND WALL PENETRATION LOCATIONS. 2.PROVIDE TAPERED INSULATION BUILT-UP CRICKETS AS NOTED AT A MINIMUM 1/2" RISE:1'-0" HORIZONTAL RUN TO PROVIDE POSITIVE DRAINAGE TO GREEN ROOF DRAINS. 3.REFER TO CIVIL DRAWINGS FOR EXTERIOR POLE AND PIER MOUNTED LIGHT FIXTURES. 4.ALL HORIZONTAL AND VERTICAL PENETRATIONS TO BE SEALED AND WATERPROOFED PER APPROVED WATERPROOFING MANUFACTURES DETAILS AND SPECIFCATIONS. 5.REFER TO SHEET AP-2 FOR EXTENTS OF BLINDSIDE WATERPROOFING AND PERMANENT SOLDIER PILES w/ PRESSURE TREATED WOOD LAGGING. TRANSITION BETWEEN WATERPROOFING SYSTEMS (BLINDSIDE & FLUID APPLIED) AS PER DETAILS ON SHEET AP-2 AND MUST BE APPROVED AND WARRANTED BY WATERPROOFING MANUFACTURER/INSTALLER. 6.REFER TO SHEETS A4.6 FOR SCREEN WALL ELEVATIONS. 7.REFER TO SHEET A4.7 FOR SCREEN WALL PLAN DETAILS. 8.REF STRU FOR CONCRETE COLUMN & ARCH 3/A4.8 FOR WATERPROOFING DETAIL. 9.EXHAUST FAN REF MEP, SEE 9/A4.8 FOR WATERPROOFING DETAIL AT CURB. 2" 1'4" 2" 1' 8" 2" 2" 2 1/2" 4 1/2" 10" 10" PRECAST CONCRETE PIER CAP 1 1/4" R1/4" OUTLINE OF TYP PIER BELOW NOTES: 1.PROVIDE ANCHORS PER SPECIFICATIONS. 2.COLOR AS SELECTED BY ARCHITECT FROM FULL MANUFACTURES COLOR RANGE. 1" 1" 1" 1" DRIP EDGE 1' 7/8" 1'-67/8" 1'8" 1'-8" 2" 1'4" 2" 2" 2" 2" 1'-4" 2" 10 5/8" 105/8" 135.00° 225.00° ELEVATION ELEVATION 2 1/2" 2" 10" 10" NOTES: 1.PROVIDE ANCHORS PER SPECIFICATIONS. 2.COLOR AS SELECTED BY ARCHITECT FROM FULL MANUFACTURERS COLOR RANGE. TYP. 1/4"R DRIP EDGE OUTLINE OF PIER BELOW 1" 1" 1" 1" 1" 1" 1/4"R DRIP EDGE 15 PRECAST CONCRETE PIER CAP OUTLINE OF TYP PIER BELOW NOTES: 1.PROVIDE ANCHORS PER SPECIFICATIONS. 2.COLOR AS SELECTED BY ARCHITECT FROM FULL MANUFACTURES COLOR RANGE. DRIP EDGE 1' 8" 2" 1' 4" 2" 1' 6 3/8" 10" 1'6 3/8" 10" 2" 2" 1" 1" 1'3" 1'3" 1' 2" 161.00° 199.00° THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 3/14/2012 12:23:18 PM C:\Revit Projects Local Files\Walmart\10-097S Washington (Georgia Ave)\5968_Washington(Georgia Ave),DC_A_V12_JE.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A4.7 SCREEN WALLS & GREEN ROOF DETAILS 10-097S C-106M-NO-NO Checker Designer 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/2" = 1'-0" 1 TYP. SCREEN WALL PIER 1 1/2" = 1'-0" 2 NON-TYP. SCREEN WALL PIER (1) 1 1/2" = 1'-0" 3 NON-TYP. SCREEN WALL PIER (2) 1 1/2" = 1'-0" 4 NON-TYP. SCREEN WALL PIER (3) 1 1/2" = 1'-0" 5 L.D. SCREEN WALL ENTRY PIER (N) 1/2" = 1'-0" 6 SCREEN WALL DRIVE ENTRY PIER (S) 1 1/2" = 1'-0" 7 NON-TYP. SCREEN WALL PIER (4) GREEN ROOF & LOADING DOCK LEGEND KEYPLAN 1" = 1'-0" 15 DOWNSPOUT COLLECTOR GREEN ROOF & LOADING DOCK SHEETNOTES 1 1/2" = 1'-0" 8 TYP. PIER CAP 1 1/2" = 1'-0" 9 NON-TYP. PIER CAP (1) 1 03/09/12REV #2 1 1 1/2" = 1'-0" 10 NON TYP. PIER CAP (3) BID SET. NOT FOR CONSTRUCTION.

DRAINAGE MAT ROOT BARRIER FLUID APPLIED WATERPROOFING CONC. DECK, REF STRU. GROWTH MEDIA PLANTING ALUM. TERM BAR PRECAST CONC. CAP 2" AGGREGATE FILTER FABRIC 2" 1/2" PMEJ W/ SEALANT CONC. CURB REF STRU. PRECAST WHEEL STOP, SEE 2/A4.8 FLUID APPLIED WATERPROOFING TOPPING SLAB, REF CIVIL DRAIN MAT 1" 7" 6" 11" 1 1/2" 1/2" 3/4" HOLE FOR #4 REBAR PIN @ 4' 0" C/C #3 REBAR 3/8" CHAMFER ALL EDGES (TYP) 6" EQ EQ 6" X 11" X 7' 0" PRECAST CONCRETE WHEEL STOP (5,000 PSI) @ 8' 0" C/C CONC. DECK, REF STRU. GROWTH MEDIA 1/2" CHAMFER EDGE CONC. COLLUM, REF STRU. TOP OF COL. 97' 0" A4.8 7 POST BASE ANCHORED TO COL., REF CIVIL LIGHT POST, REF CIVIL REFER TO CIVIL FOR FIXTURE TYPE AND MOUNTING DETAILS 5" ANCHOR BOLT PROJECTION, REF STRU. 1/2" CHAMFER EDGE DRAINAGE MAT ROOT BARRIER CONC. DECK, REF STRU. GROWTH MEDIA PLANTING 2" AGGREGATE FILTER FABRIC CONC. COLUMN, REF STRU. 10" 2" SURFACE MOUNT ALUM. FLASHING DRAINAGE MAT SEALANT WATERPROOFING 1' 0" 9" 2" CONC. PLINTH, REF STRU. IN-GROUND UPLIGHT, REF MEP LAWN, REF CIVIL FLUID APPLIED WATERPROOFING DRAINAGE MAT STEEL COLUMN, REF STRU PMEJ AND SEALANT QUIK BRIK FOUNDATION WALL, REF STRU. 2' 10" BASE PLATE, REF CIVIL POLE SIZE, REF CIVIL 1 1/4" DIA. X 42" ANCHOR BOLT, REF STRU CONCRETE COLUMN BASE, REF STRU. 12 1/2" DIA. BOLT CIRCLE CONC. CURB, REF STRU. EXHAUST FAN #13, REF MEP. WATREPROOFING ROOF DECK, REF STRU. MIN. 4' 6" A4.8 7 NOTE: CONTRACTOR TO VERIFY EXHAUST FAN SHAFT OPENING REQUIREMENT WITH FAN MANUFACTURER PRIOR TO CONSTRUCTION. METAL FLASHING CONT. KEYWAY, REF STRU. TO FIN. GRADE 2' 6" MIN GROWTH MEDIA DRAIN MAT 2" AGGREGATE WATER STOP DRAINAGE MAT ROOT BARRIER CONC. DECK, REF STRU. TOPPING SLAB, REF STRU 2" AGGREGATE FILTER FABRIC CONC. WALL,REF STRU. 7/8" SURFACE MOUNT ALUM. FLASHING DRAINAGE MAT SEALANT WATERPROOFING SEALANT VARIES CONT KEYWAY & WATERSTOP SLOPE 3 3/8" 4" 1/4" x 1/8" 2" x 1/2" x 1/2" SPLITTAIL STAINLESS STEEL ANCHOR 40 MIL RUBBERIZED BITUTHENE GASKET 3" X 3" 28 GA. (0.015) STAINLESS STEEL FLASHING WITH 1/2"-45 DEG. HEMMED DRIP EDGE(S) 45 DEG. HEMMED DRIP 1/4" DIA. X 1 1/4" EXPANSION PIN (DRILL & SET) REINF CONC. WALL, REF STRUCT VERTICAL WATERPROOFING MEMBRANE 3/8" 1' 4" FALL 1' 0" 2" SIDEWALK, SEE CIVIL PARASEAL PARATERM TERMINATION BAR WITH FASTENERS AT 8" O.C. DRAINAGE MAT BENTONITE SHEET MEMBRANE SEALANT EXTERIOR WALL FACE PMEJ & SEALANT FLUID APPLIED WATERPROOFING GRAVEL DRAINAGE MAT ROOT BARRIER 6" CONC. STOOP 2" AGGREGATE FILTER FABRIC QUIK-BRIK FILL SOLID AT BOTTOM COURSE 7/8" SURFACE MOUNT ALUM. FLASHING WATERPROOFING SEALANT 1/4"/FT. SLOPE 4" 2" STONE DIAPHRAGM 1' 0" 6" 1/4" 1/4" CHAMFER EDGE ROOT BARRIER FINISH GRADE, SEE CIVIL FILTER FABRIC QUIK-BRIK FILL SOLID AT BOTTOM COURSE SURFACE MOUNT ALUM. FLASHING WATERPROOFING SEALANT BENTONITE SHEET MEMBRANE DRAINAGE MAT PARASEAL PARATERM TERMINATION BAR WITH FASTENERS AT 8" O.C. DRAINAGE MAT CONT. KEYWAY, SEE STRU. WATER STOP FOUNDATION WALL, REF STRU. PLANKING ROOT BARRIER SURFACE MOUNT ALUM. FLASHING DRAINAGE MEDIA GROWTH MEDIA WATERPROOFING DRAINAGE MAT ROOT BARRIER CONC. DECK, REF STRU. GROWTH MEDIA PLANTING 2" AGGREGATE FILTER FABRIC REMOVABLE GRAVEL GUARD ROOF DRAIN, REF MEP PERFORATED STAINLESS STEEL SOIL GUARD SEALANT WATERPROOFING 5" 7/8" 3" DECK CLAMP, REF MEP CONNECTION PIPE, REF MEP PLANTING ALUM. TERM BAR GROWTH MEDIA AGGREGATE FILTER FABRIC ROOT BARRIER PRECAST CONC. CAP FLUID APPLIED WATERPROOFING DRAINAGE MAT TOPPING SLAB REF STRU. CONC. CURB REF STRU. 7" PRECAST WHEEL STOP, SEE 2/A4.8 STRUCTUAL SLAB REF STRU. T.O. STRU DECK 93' 0" SLOPE DN. 4% THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 3/14/2012 12:23:33 PM C:\Revit Projects Local Files\Walmart\10-097S Washington (Georgia Ave)\5968_Washington(Georgia Ave),DC_A_V12_JE.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A4.8 MIS. EXTERIOR DETAILS 10-097S C-106M-NO-NO Checker Designer 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/2" = 1'-0" 1 CURB DETAIL 3" = 1'-0" 2 PRECAST WHEEL STOP DETAIL 1/2" 1'-0" 3 SECTION - LIGHT POST DETAIL 3" = 1'-0" 7 WATERPROOFING BASE DETAIL 1 1/2" 1'-0" 5 SLAB EDGE DETAIL 1 03/09/12REV #2 3" = 1'-0" 4 LIGHT POLE BASE PLATE 1/2" 1'-0" 9 GREEN ROOF EXHAUST FAN 3" = 1'-0" 8 ROOF DECK DETAIL 3" = 1'-0" 6 PRECAST CAP DETAIL 3" = 1'-0" 10 WATERPROOFING TRANSITION 3" = 1'-0" 11 CONCRETE CURB DETAIL 3" = 1'-0" 14 BASE DETAIL 3" = 1'-0" 12 GREEN ROOF DRAIN DETAIL 1 1/2" 1'-0" 13 GREEN ROOF CURB DETAIL BID SET. NOT FOR CONSTRUCTION.

FIRST FLOOR 100' - 0" ENTRY CANOPY 111' - 0" ALUM. SOFFIT 4"X3" ALUM. DOWNSPOUT PAINTED TO MATCH COLUMN 4X3 ALUM. DOWNSPOUT CONNECTED TO STORM DRAIN, SEE CIVIL FIN. SIDEWALK, SEE CIVIL STEEL CHANNEL, SEE STRU. ALUM. GUTTER HANGER ROD, SEE 7/A4.10 STEEL COLUMN, SEE STRU. QUIK BRIK PILASTER TUBE COLUMN, SEE STRU. 5/8" GYPSUM BOARD ON 5/8" METAL STUDS @ 16" C/C 1' 4" 5" CORBEL, SEE STRU. FILL VOID WI CEMENT 2" 3' 1" A4.10 8 A4.10 7 CAST IRON DOWNSPOUT BOOT, SEE CIVIL CONC. COLUMN, SEE STRU. 45.00° ENTRY CANOPY 111' 0" 3" SLOPE 1/4"/Ft. STEEL CHANNEL PAINTED TO MATCH STEEL COLUMN 6X6 ALUM. GUTTER CONNECTED TO DOWNSPOUT AT COLUMN FASTENER W/ WASHER 6" ALUM. SOFFIT 0.04" THICK) BLOCKING AS REQUIRED HSS BEAM, SEE STRU. STEEL DECK, SEE STRU. ALUM. CHANNEL END TRIM GALV. METAL CHANNEL @ 36" C/C MAX ENTRY CANOPY 111' 0" SILICONE SEALANT STAINLESS STEEL (GRADE 307) FLASHING FASTENER W/ WASHER TRI-BEAD TAPE SEALER METAL DECK STOREFRONT ALUM.SOFFIT HSS BEAM, SEE STRU. ALUM. CHANNEL FIXED TO STEEL TUBE CURTAIN WALL HORI. MULLION STORE FRONT INFILL PANEL ROOF SLOPE 1/4" PER 1'-0" TYP. 2" 1' 3" ALUM. BRAKE METAL (TYP.) A.3 2.3 A.2 2.1 2 A3.7 16' 0" 5" ALUM. GUTTER STEEL CHANNEL, SEE STRU. GUTTER DRAIN 4X3 ALUM. DOWNSPOUT BELOW STEEL COLUMN, SEE STRU. CURTAIN WALL 5" 4" 2" 2'7" 3' 1" 2' 2" 6" 17' 0" 3' 5" 1" 1' 4" 13' 4" 1' 4" 1' 4" 8" 1' 0" 9" 2'3" 1.3 1.5 12 A4.10 SLOPE 1/4"/Ft. 6X6 ALUM. GUTTER STEEL COLUMN STEEL CHANNEL, SEE STRU. A4.10 ALUM. GUTTER STEEL CHANNEL, SEE STRU. GUTTER DRAIN 4X3 ALUM. DOWNSPOUT BELOW STEEL COLUMN, SEE STRU. PILASTER CURTAIN WALL 5" 4" 2" 5' 8" 2' 7" 3'1" 16' 0" 17' 0" 1' 4" 13' 4" 1' 4" 1' 4" 1' 4" HSS, SEE STRU. PILASTER, SEE DETAIL A.4 ENTRY CANOPY 111' 0" A4.10 9 3' 1" ROOF SLOPE 1/4" PER 1'-0" TYP. A4.10 13 ALUM. GUTTER ALUM. DECK STEEL TUBE, SEE STRU. STORE FRONT ALUM. SOFFIT 2" A.4 120.00° R 1 1/4" GUSSET PLATE, SEE STRU. FOR THICKNESS AND ATTACHMENT R11/2" 1" DIA. STEEL TIE BAR STEEL COLUMN, SEE STRU. QUIK BRIK PILASTER THREADED FORK CONNECTED TO CONNECTING PLATE LOCK THREAD COVER 45.00° 1" 1" GAP BETWEEN COLUMN AND PILASTER ENTRY CANOPY 111' 0" THREADED FORK CONNECTED TO CONNECTING PLATE, SEE SPECS. GUSSET PLATE, SEE STRU FOR THICKNESS AND ATTACHMENT 6 3/8" 6" 3 1/2" 1" DIA. TIE ROD CONNECTED TO THREADED FORK GALV. STEEL PLATE CONT. FILLET WELD TO CHANNEL 6" X 6" X 20 GA. ALUM. GUTTER ALUM. SOFFIT ATTACHED TO STEEL CHANNEL STEEL CHANNEL, SEE STRU. 45.00° A4.10 10 2 1/2" CONT. FILLET WELD B/S, SEE STRU. CONNECTING PLATE WELDED TO STEEL COLUMN, SEE STRU. STEEL COLUMN, SEE STRU. THREADED FORK, SEE STRU. LOCK THREAD COVER, SEE STRU. TIE BAR, SEE STRU. EQ EQ COLUMN GRID COL. GRID TENANT ROOF 119' - 4" SILCONE SEALANT WI BACKING ROD COATED METAL FLASHING SURE-WELD CUT-EDGE SEALANT HOT AIR WELD SURE-WELD REINFORCED MEMBRANE TAPERED INSULATION FRP WOOD BLOCKING METAL DECK, SEE STRU. STEEL CHANNEL, SEE STRU. FINISH SOFFIT, SEE FINISH SCHEDULE. HSS TUBE, SEE STRU. R 1 1/2" 2 1/2" 1 1/2" 1/8" 7/8" 60.00° 106.31° 60.00° 60.00° 2 1/2" 1/2" 3 1/8" 3 1/8" SEE STRU. DWG FOR HOLE DIA. GUSSET PLATE, SEE STRU. FORK, SEE STRU. 5.2 ENTRY CANOPY 111' 0" SURE-WELD CUTEDGE SEALANT HOT AIR WELD SURE-WELD REINFORCED MEMBRANE SILCONE SEALANT WI BACKING ROD COATED METAL FLASHING FRT BLOCKING TAPERED INSULATION ROOF DECK, SEE STRU. 22 GA. ECONOLAP 3/4" PROFILE ALUM. SOFFIT STEEL CHANNELS FIXED TO STRUCTURE @ 5' 0" O.C. MAX. ALUM. TRIM STEEL ANGLE, SEE STRU. STEEL CHANNEL, SEE STRU. THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 3/14/2012 12:23:59 PM C:\Revit Projects Local Files\Walmart\10-097S Washington (Georgia Ave)\5968_Washington(Georgia Ave),DC_A_V12_JE.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A4.10 CANOPY DETAILS 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/2" 1'-0" 3 SECTION - CANOPY SIDE GUTTER 3" = 1'-0" 13 CANOPY CHANNEL DETAIL 3" = 1'-0" 9 CANOPY DETAIL 1 ISOMETRIC AT CANOPY 1/2" = 1'-0" 5 TENANT 2 CANOPY PLAN 1/2" = 1'-0" 4 TENANT 1 CANOPY PLAN 1" = 1'-0" 12 CANOPY SECTION - TYPICAL 3" = 1'-0" 8 TOP BRACKET DETAIL 3" = 1'-0" 7 BOTTOM BRACKET DETAIL 3" = 1'-0" 6 TOP BRACKET - PLAN 3" 1'-0" 17 ROOF EDGE FLASHING DETAIL 6" = 1'-0" 10 BOTTOM GUSSET PLATE 6" = 1'-0" 11 00 TOP GUSSET PLATE ELEVATION 3" 1'-0" 16 CHANNEL FLASHING DETAIL BID SET. NOT FOR CONSTRUCTION.

Roof 124' 0" 5 6 1 A2.11 A4.12 7 A4.11 6 GYPSUM BOARD SOFFIT, SEE FIN. SCHEDULE RECLAIMED TRUSS, SEE STRU. SKYLIGHT TPO ROOFING ON 3" RIGID INSULATION PURLINS, SEE STRU. 12 6" 2' 4" 7' 0" FIN. SOFFIT 117' 0" 2' 1" METAL STUDS SUSPENDED FROM BEAM AND ROOF DECK, SEE STRU 6'-0" 6'-0" 5 6 C C.5 D D.5 E E.5 5.6 F F.6 1 A2.11 4 -A4.11 5 -A4.11 2 -A4.11 3 -A4.11 33' 2" 30' 0" SLOPE 6"/Ft. SLOPE 6"/Ft. SLOPE 6"/Ft. 11' 4" 11'4" 11' 4" 11'4" 11' 4" 11'4" 11' 4" 11'4" 11' 4" G 11' 4" 1' 2" 113' 4" Roof 124' 0" 5 6 5.6 1 A2.11 8-FOOT WIDTH TPO ROOFING (0.06 THICKNESS) ON 3" RIGID INSULATION 8-FOOT WIDTH TPO ROOFING (0.06 THICKNESS) ON 1/2" DENSDECK SHEATHING SLOPE 12 12 12 6 FIN. MAIN ROOF Roof 124' 0" 5 6 8-FOOT WIDTH TPO ROOFING (0.06 THICKNESS) ON 3" RIGID INSULATION 31' 7" 31' 7" 12 12 6 Roof 124' 0" C C.5 D D.5 E E.5 ENTRY LOWER SIDE ROOF 118' 0" BOD HP 124' 2 3/4" F F.6 C.3 8-FOOT WIDTH TPO ROOFING (0.06 THICKNESS) ON 3" RIGID INSULATION G 2 3/4" WHITE TRANSLUCENT PANEL SKYLIGHT Roof 124' 0" E.6 E.2 D.3 C C.5 D D.5 E E.5 F F.6 D.6 C.8 FIN. MAIN ROOF 8-FOOT WIDTH TPO ROOFING (0.06 THICKNESS) ON 3" RIGID INSULATION 3/4" WHITE TRANSLUCENT PANEL SKYLIGHT G Roof 124' 0" 6 8-FOOT WIDTH TPO ROOFING (0.06 THICKNESS) ON 3" RIGID INSULATION 1/4" DENS DECK FASTENED TO ROOF DECK WITH INSULATION FASTENERS AND PLATES 1/4" DENS DECK EXTERIOR SHEATHING TPO MEMBRANE TPO ROOFING ON 3" RIGID INSULATION ROOF DECK 6 12 FRT BLOCKING PURLINS, SEE STRU. RECLAIM TRUSS, SEE STRU. STEEL BEAM, SEE STRU. 60.00° ROOF JOISTS, SEE STRU. 6" ROOF JOISTS, SEE STRU. 1/2" GB ON 5/8" METAL STUDS @ 24" O.C., SEE STRU. 1/2" GB ON 5/8" METAL STUDS @ 24" OC., SEE STRU. 1' 10" FIN.CLG 117' 0" AFF STEEL ANGLE, SEE STRU. METAL J-BEAD, TYP. METAL CORNERBEAD, TYP. THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 4/2/2012 4:44:43 PM C:\Revit Local Project Files\Walmart\10-097S Georgia Ave\5968_Washington(Georgia Ave),DC_A_V12_jws.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A4.11 RECLAIMED TRUSS ROOF 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/8" = 1'-0" 8 4.5 RECLAIMED TRUSS SECTION 1/16" = 1'-0" 1 RECLAIMED TRUSS ROOF PLAN 1/8" = 1'-0" 4 4.5 END WALL ELEVATION 1/8" = 1'-0" 5 4.5 NORTH ELEVATION 1/8" = 1'-0" 2 4.5 EAST ELEVATION 1/8" = 1'-0" 3 4.5 WEST ELEVATION 1 03/09/12REV #2 3/4" = 1'-0" 6 INCLINED WALL SECTION 2 03/23/12 ADDENDUM #1 BID SET. NOT FOR CONSTRUCTION.

Roof 124' 0" C ENTRY LOWER SIDE ROOF 118' 0" (2) 2X6 FRT BLOCKING TPO ROOFING ON 3" RIGID INSULATION 1/4" DENSDECK ON METAL DECK. METAL STUDS,SEE STRU. 3" RIGID INSULATION ON METAL DECK STEEL BEAM, SEE STRU. 12 ROOF JOISTS, SEE STRU. TAPERED INSULATION A4.12 8 6" 1' 6" 1/2" GYPSUM BOARD SOFFIT, TYP. 3 5/8" STUD @ 24" O.C., SEE STRU. 1'0" METAL CORNER BEAD, TYP. 1 5'-9" 11' 4" A4.12 10 A4.12 11 A4.12 9 2 3/4" WHITE TRANSLUCENT PANEL SKYLIGHT PURLINS, SEE STRU. DWG. RECLAIMED TRUSS 12 6 12 6'-0" Roof 124' 0" ENTRY LOWER SIDE ROOF 118' 0" A4.12 A4.12 TPO ROOFING METAL STUDS, SEE STRU. 1/2" DENSGLASS GOLD EXT. SHEATHING TPO MEMBRANE TPO MEMBRANE ON 3" RIGID INSULATION 10" 10" 3" 1" MTL DEFLECTION TRACK BETWEEN PURLINS, TYP. SEE STRU. 2' 0" 6" 1' 1" 1 FIN. CLG 117' 0" AFF 8" STEEL ANGLE, SEE STRU. METAL STUDS, SEE STRU. STEEL JOIST, SEE STRU. 1/2" GYPSUM BOARD METAL CORNER BEAD, TYP. J-BEAD, TYP. STEEL BEAM, SEE STRU. 1 REINFORCED MEMBRANE 3" RIGID INSULATION ROOF DECK, SEE STRU. MECH. FASTENED TPO MEMBRANE 1/2" DENSDECK SHEATHING 8" BATT INSULATION ON C8X 2 5/8" METAL STUDS 5/8" GYPSUM BOARD 2 1/2" 2X FRT BLOCKING BETWEEN STUDS FASTENER AND FASTENING PLATE @ 12" C/C MAX 8-FOOT WIDTH TPO (0.08" THICKNESS) ON 3" RIGID INSULATION 1/4" DENDECK FASTENED TO ROOF DECK WITH INSULATION FASTENERS AND PLATES 2X FRT BLOCKING 8-FOOT WIDTH TPO (0.08" THICKNESS) ON 3" RIGID INSULATION 1/2" DENSDECK PRIME SHEATHING 6" BATT INSULATION METAL DECK, SEE STRU. 1/2" GYPSUM BOARD FASTENER AND FASTENING PLATE @ 12" O.C. MAX. 1" DEFLECTION TRACK FIXED TO DECK, SEE STRU. 1" METAL STUDS @ 24" O.C., SEE STRU. STEEL PURLINS BEYOND, SEE STRU. 2" STEEL STRAPS @ 16" O.C., SEE STRU. 3" SPONGE TUBING AND FILLER FASTENER AND FASTENING PLATE @ 12" O.C. MAX. 2X FRT BLOCKING BETWEEN STUDS ALUM. RIDGE CAP 2 3/4" WHITE TRANSLUCENT PANELS STEEL TUBE, SEE STRU DWG. RECLAIMED TRUSS SEALANT EPO ROOF ALUM. FLASHING SEALANT 2 3/4" TRANSLUCENT PANEL (2) 2X4 FRT BLOCKING 1/4" DENSDECK 1 1/2" ROOF DECK, SEE STRU. STRU. PURLINS, SEE STRU. RECLAIMED TRUSS TOP CHORD SEALANT ALUM. END CAP 2 3/4" TRANSLUCENT PANEL HORIZONTAL MULLION STEEL TUBE, SEE STRU. EPO ROOF ALUM. FLASHING 2 3/4" TRANSLUCENT PANEL (2) 2X4 FRT BLOCKING 1/4" DENSDECK 1 1/2" ROOF DECK, SEE STRU. STRU. PURLINS, SEE STRU. RECLAIMED TRUSS TOP CHORD ALUM. END CAP 5" X 3" X 3/16" ALUM. ANGLE B.1 B 8" CONT. ALUM. GUTTER CONNECTED TO 4" X 6" DOWNSPOUTS BOTH SIDES ALUM. GUTTER BRACKETS 1/4" STEEL PLATE WELDED TO CHANNELS(PAINTED TO MATCH STEEL CHANNEL), SEE STRU. ALUM. TRIM AT ALL EDGE(TYP.) 2X6 FRP WOOD BLOCKING 8-FOOT WIDTH TPO ROOFING (0.06 THICKNESS) ON 3" RIGID INSULATION 12 2 CARLISLE TERMINATION BAR AND CARLISLE FASTENER, MAX. 12" O.C. SURE-SEAL WATER CUT-OFF MASTIC 22 GA. ECONOLAP 3/4" PROFILE ALUM. SOFFIT ATTACHED TO HAT CHANNELS STEEL TUBE, SEE STRU. ROOF DECK, SEE STRU. 3" RIGID INSULATION STEEL BEAM, SEE STRU. MURAL FRAME, SEE WINDOW SCHEDULE 4" 2" 1/2" 1/2" GYPSUM BOARD R-19 BATT INSULATION ALUM. SOFFIT 1' 3/4" 2" SURE-WELD CUT-EDGE SEALANT HOT AIR WELD SURE-WELD REINFORCED MEMBRANE 3" POLYISO RIGID INSULATION 2" STEEL BEAM, SEE STRU 22 GA. ECONOLAP 3/4" PROFILE ALUM. SOFFIT STEEL DECK, SEE STRU ALUM. TRIM ALL ROUND COATED GALV. METAL FLASHING 11/8" 3/8" 21/2" SILICONE SEALANT WITH BACKER ROD STEEL CHANNEL, SEE STRU. FRT WOOD BLOCKING STEEL ANGEL, SEE STRU. A 8-FOOT WIDTH TPO ROOFING (0.06 THICKNESS) ON 3" RIGID INSULATION ROOF DECK, SEE STRU, ALUM. TRIM STEEL BEAM, SEE STRU. 22 GA. ECONOLAP 3/4" PROFILE ALUM. SOFFIT R-19 BATT INSULATION 1/2" FRT CDX PLYWOOD 22 GA. ECONOLAP 3/4" PROFILE ALUM. SOFFIT C6 X 5/8" STUD ATTACHED TO PURLINS AT BOTH ENDS BLLUE SKIN SA 40 MIL SELFADHERED 22 GA. ECONOLAP 3/4" PROFILE ALUM. SOFFIT C (2) 2X6 FRT BLOCKING TPO ROOFING ON 3" RIGID INSULATION 1/4" DENSDECK ON METAL DECK. 1/2" DENSDECK SHEATHING STEEL TUBE, SEE STRU. TPO ROOFING ON 3" TAPERED INSULATION DECK TERMINATION BAR SURE-WELD CUT EDGE SEALANT 2X4 FRT BLOCKING 2X4 FRT BLOCKING C 8-FOOT WIDTH TPO (0.08" THICKNESS) ON 3" RIGID INSULATION 2X FRT BLOCKING 8-FOOT WIDTH TPO (0.08" THICKNESS) ON 3" RIGID INSULATION 1/2" DENSDECK PRIME SHEATHING STEEL DECK, SEE STRU. FASTENER AND FASTENING PLATE @ 12" O.C. MAX. STEEL STUDS, SEE STRU. FASTENER AND FASTENING PLATE @ 12" O.C. MAX. 2X FRT BLOCKING BETWEEN STUDS SURE-WELD CUT EDGE SEALANT R13 BATT INSULATION STEEL BEAM, SEE STRU. STEEL DECK, REF STRU STEEL ANGLE, REF STRU THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 3/14/2012 12:24:58 PM C:\Revit Projects Local Files\Walmart\10-097S Washington (Georgia Ave)\5968_Washington(Georgia Ave),DC_A_V12_JE.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A4.12 ROOF & SKYLIGHT DETAILS 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 3/4" = 1'-0" 15 HIP ROOF SECTION 3/4" = 1'-0" 7 4.6 RECLAIMED TRUSS SKYLIGHT SECTION 3/4" = 1'-0" 1 SECTION - END WALL 3" = 1'-0" 5 4.6 END WALL BASE SECTION 3" = 1'-0" 6 TOP OF END WALL 3" = 1'-0" 10 4.8 RIDGE DETAIL 3" 1'-0" 11 SILL DETAIL 3" = 1'-0" 9 4.8 RAFTER DETAIL 3" = 1'-0" 12 4.8 JAMB 3" 1'-0" 13 GUTTER DETAIL 3" = 1'-0" 18 ATRIUM ROOF EDGE DETAIL 1 1/2" 1'-0" 14 ATRIUM ROOF DETAIL 3" = 1'-0" 8 HIP ROOF DETAIL 1 3" 1'-0" 4 ELEVATOR P3 ROOF DETAIL 1 1 03/09/12REV #2 BID SET. NOT FOR CONSTRUCTION.

ENLARGED PLANS AND ELEVATION A5 02/14/12 REV #1 03/09/12 REV #2 1 PARKING VESTIBULE PLAN 1"=10'-0" a0500-001-f 7-A5.2 4 4.1 4.3 4.6 4.7 5 5.3 6 7 7.2 A.1 A.3 A.6 B B.2 6'-0" 9'-0" 12'-3" 4'-11" 16'-3" 61'-9" 47'-8" 15'-6" 12'-0" 3'-10" 22'-2" 13'-111 9'-91 2 180'-8" 23'-0" 11'-4" 15'-8" 3'-1" 44'-6" 38'-101 2 13'-9" 25'-102 PARKING VESTIBULE ELEV. MECHANICAL ELEVATOR #1 ELEVATOR #2 STAIR D ESCALATOR MECHANICAL RM. CART ELEVATOR #4 STAIR A PARKING 2 A5.2 9" 22'-0" 1'-6" 15'-1" UP UP DN UP 1 VC3 1A VC1 EDC3 5.01 5'-6" 5'-6" 6'-51 2 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 4'-81 2 8'-1" 15'-8" 3 A3.11 A3.12 2 A3.13 2 A3.14 DN 5.01 2 VESTIBULE FIRST FLOOR PLAN 1"=10'-0" a0500-002-f 3.4 3.5 3.6 3.9 4 4.1 4.2 4.3 4.4 4.8 5.1 5.2 5.5 5.7 5.8 6 6.2 6.4 6.5 6.6 6.8 7 7.2 7.3 7.8 A.2 A.3 B.2 AA A A.6 B C CASH 1 A5.1 COUNTING ICE MACHINE ALCOVE ALCOVE ALCOVE MEN WOMEN FAMILY TOILET GM ISD ELEVATOR #1 ELEVATOR #2 VESTIBULE STAIR D CART STORAGE AP OFFICE CUSTOMER SERVICE STAIR D ELEV. #3 CART ELEVATOR #4 STAIR A SITE TO STORE STORAGE 4-A5 6'-51 2 9'-61 2 16'-0" 6'-21 2 9'-91 2 12'-51 2 1'-4" 14'-2" 15'-8" 18'-4" 18'-4" 5'-0" 9'-0" 6'-8" 15'-8" 9'-10" 5'-10" 15'-8" 8'-1" 16'-3" 2'-0" 21'-10" 9 15'-8" 5'-0" UP UP DN DN DN UP 1 A5.10 1 A5.3 A5.3 3 A3.11 A3.12 2 A3.13 2 A3.14 A3.9 A2.4 DN 10.01 16.04 TYP 3 TENANT SPACES - FIRST FLOOR PLAN 1"=10'-0" a0500-003-f A.2 TENANT 2 A.3 A.4 B.2 1 0.8 1.3 1.5 1.8 1.7 2 2.1 2.3 2.5 2.6 2.8 3 3.1 TENANT 1 1 A5.2 PHARMACY TOILET 2 A3.6 A3.6 2 A3.7 2 A3.8 A.6 SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: Mar 15, 2012 9:53amUSER jellard C:\Users\John Ellard\appdataocal\temp\AcPublish_2688\0500 A5 ENLARGED PLANS5968.dwg 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: THIS DRAWING WAS PREPARED FOR USE Washington, DC (Georgia Ave) DATE ON 12/13/11 DIFFERENT PROJECT SITE OR AT A LATER REFERENCE OR EXAMPLE ON ANOTHER PROPERLY LICENSED ARCHITECTS AND DRAWING FOR REUSE ON ANOTHER CONTRARY TO THE LAW. 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICING8 A2.4 4 VESTIBULE INTERIOR ELEVATION AT SALES 1"=10'-0" a0500-004-e 6 5.7 5.5 5.2 5.1 5 4.8 4.3 4 100'-0" FIRST FLOOR 112'-0" MEZZANINE 3 2 1.5 1.3 1 FRONT TENANT WALL TO HAVE 5/8" VHI ABUSE RESISTANT GYPSUM BOARD TO 48" AFF EXTEND INTO ALCOVE 123. PROVIDE VERTICAL SLIP JOINT DETAIL 17-A6 AT INTERSECTION OF SUSPENDED BULKHEADS AND GROUND SUPPORTED WALLS 9.94 PAINT TRANSITION LINE 9.21 6.17 PS1 B6 REF PH1 FOR PHARMACY FINISHES 9.21 6.17 PS1 B6 9.21 6.17 PS1 B6 P76 9.07 P106 9.06 P105 9.07 9.21 6.17 PS1 B6 9.21 6.17 PS1 9.21 6.17 PS1 B6 P105 9.07 P105 9.07 5.13 4.06 4.06 4.06 4.06 9.07 8.08 P105 P97 9.07 P97 9.07 P97 9.07 P76 9.07 P76 9.07 4.06 9.07 8.08 P105 P76 9.07 OPEN TO CUSTOMER SERVICE OPEN TO VESTIBULE OPEN TO VESTIBULE OPEN TO VESTIBULE OPEN TO VESTIBULE OPEN TO VESTIBULE 9.94 1 A6.4 2 A3.12 A3.9 2 A3.8 2 A3.7 IM 9.94 9.02 9.02 9.02 9.02 9.02 9.02 9.94 9.02 8 A2.4 8.05 1.7 2.5 3.5 4.4 3 A6.4 1 A6.5 ALL EXPOSED STEEL TO BE PAINTED P-130. 16.19 TYP. OF (2) 1.INTERIOR PLAN DIMENSIONS SHALL BE FACE OF STUD OR CMU UNLESS NOTED OTHERWISE 2.REFERENCE SHEET A7 FOR SCHEDULE FINISH KEY 3.REFERENCE SHEET A5.11 FOR FIXTURE HEIGHTS AND CLEARANCES 4.REFERENCE N1 FOR FLY TRAP LEGEND AND SCHEDULE 5.WALMART FURNISHED AND INSTALLED ITEMS SHOWN DASHED UNLESS NOTED OTHERWISE\ 6. ALL EXPOSED STEEL WITHIN VESTIBULE AREA TO BE PAINTED P130 7. PRECAST CONCRETE ARCH, REF DWG A2.4 GENERAL NOTES a050-gn 4.06RECLAIMED BRICK 5.01 6" PIPE BOLLARD WITH WALMART BLUE PLASTIC SLEEVE (HEIGHT OF SLEEVE NOTED BESIDE KEYNOTE 5.13METAL HANDRAIL WITH METAL INFILL PANEL 5.5732" STAINLESS STEEL SURFACE MOUNTED BOLLARD, 4" OD FURNISHED BY OWNER, INSTALLED BY GC 6.17PROTECTIVE WALL SURFACING WITH INSIDE AND OUTSIDE CORNER TRIM UP TO 48" 8.02HOLLOW METAL DOOR AND FRAME, PAINTED, TYP 8.08CURTAIN WALL SYSTEM. SEE DWGS. A8.2 AND A8.3. 9.02GYPSUM BOARD CONTROL JOINT, 30'-0" OC, MAX. 9.061/2" GYPSUM BOARD 9.075/8" GYPSUM BOARD 9.215/8"IMPACT RESISTANT GYPSUM BOARD TO 48" AFF 9.94GYPSUM BOARD VERTICAL SLIP JOINT 10.01FLAGPOLE 16.04EXTERIOR LIGHT FIXTURE REF. ELECTRICAL DWGS 16.19EMERGENCY EXIT SIGNAGE. REFER TO ELECTRICAL FOR TYPE AND MOUNTING HEIGHTS. KEYNOTES a050-kn IMM-ICE MAKER/MERCHANDISER SD- SOFT DRINK VENDING LEGEND a050-legend 5 VERT MOVEMENT JOINT AT GYP 3"=1'-0" 122608 C/a050-005 METAL STUDS DO NOT FASTEN TOGETHER METAL STUDS 5/8" IMPACT RESSITANT GYPSUM BOARD C0NT "L" TRIM MOULDING REF PLAN 3 8 C - NOT USED B B6 B9 6 WALL BASE TRANSITION 3/4"=1'-0" 103108 C/a050-006 A - NOT USED 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 BID SET. NOT FOR CONSTRUCTION.

10'-11"

4'-4"

21'-10"

4.1 4.2 4.3 4.5 4.8 5.1 5.2 5.5 5.8 6.2 6 5.7 6.4 6.6 6.8 AA A A.2 A.3 B B.2 1 FIRST FLOOR VESTIBULE PLAN 3/16"=1'-0" a0501-001-f Z6 VESTIBULE 102 CART STORAGE 104 STAIR D ELEVATOR #1 ELEVATOR #2 101 A 101 B 101 C 101 D ICE MACHINE ALCOVE 131 VESTIBULE 101 3-A5.1 4-A5.1 6-A5.1 2-A5.1 5-A5.1 A.6 2'-10" 12'-8" 5'-8" 12'-8" 2'-10" 11'-5" 5.57 TYP OF (4) ℄ ℄ ℄ 1S 1T 1U 1S 1R 1R 1V 1V 1W 1W 1Q 1Q 12 A2.3 12 A2.3 11 A2.4 8-A2.4 5'-6" 4'-6" 4'-0" 4'-6" 5'-4" 4'-5" 8" 9" 6'-6" 14'-2" 8'-2" 4'-0" 10" 10'-11"

5 VC1.2 1A VC2 1A VC3 1A VC4 6" 70'-7" 30'-10" 54'-9" 12'-9 12'-9 2'-7 2'-7 1 ℄ ℄ ℄ ℄ 2'-10" 2'-6" 4" 1.11 TYP OF Z2 RECYCLING VENDING ALCOVE A3.20 8 A3.20 A3.20 12 A3.20 14 A3.20 12 A2.4 5'-0" 21'-10"

ZC ZC ZC ZC C6 Z6 P12 F8 ZB ZB ZB F8 F8 G3 EQ. EQ. 2'-3" 3.33 5.13 5.13 5.13 5.10 5.10 10.20 6.17 PS1 PS1 7'-4" 7'-4" A6.5 A6.4 5.10 5.10 5.57 TYP OF (4) 5.57 TYP OF (4) 9" 2'-6" 8'-10" 2'-6" EQ.EQ. 2'-6" 8'-10" 2'-6" EQ. 2'-6" 8'-10" 2'-6" 11" 7'-11" 2'-6" 8'-10" 2'-6" 2'-6" 8'-10" EQ. 2'-6" 8'-10" 2'-6" 2'-6" 8'-10" 2'-6" 2'-6" EQ. 7'-11" 15'-6" 15'-8" 15'-8" 5'-0" 9'-0" 6'-8" 15'-8" 15'-8" 15'-8" EQ. 5'-0" 2'-11" 2'-11" 3'-11 2 8'-1" 3'-3 3'-31 2 9'-1" 3'-32 3'-31 9'-1" 3'-31 2 5'-0" 3'-31 2 11'-9" 3'-3 3'-31 2 11'-9" 3'-32 3'-10" EQ. EQ.EQ. 11" 11" Z6 FOR WINDOW TYPE SEE A5.5 FOR WINDOW TYPE SEE A5.5

8'-8" SAFETY ZONE 13'-9" SAFETY ZONE 4" 4" DN DN DN UP HEATER 3.07 TYP. 16.04 16.04 3.01 29'-0" X 8'-7"+/ENLARGED VESTIBULE PLAN A5.1 REV # 1 02/14/12 03/09/12 REV # 2 SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: Mar 14, 2012 11:08am USER jellard C:\Users\John Ellard\appdataocal\temp\AcPublish_4880\0505 A5.1 VESTIBULE PLAN AND ELEVATIONS5968.dwg 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: THIS DRAWING WAS PREPARED FOR USE Washington, DC (Georgia Ave) DATE ON 12/13/11 DIFFERENT PROJECT SITE OR AT A LATER REFERENCE OR EXAMPLE ON ANOTHER PROPERLY LICENSED ARCHITECTS AND DRAWING FOR REUSE ON ANOTHER CONTRARY TO THE LAW. 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICING4B 4A 2 VESTIBULE INTERIOR ELEVATION 3/16"=1'-0" a0501-002-e 128'-8" TOM A B 112'-0" MEZZANINE 100'-0" FIRST FLOOR 9.99 9.99 4.06 BEYOND 8.08 BEYOND 8.08 8.08 BEYOND 4.06 3.33 A.6 IMAGE IMAGE 2 IMAGE 3 IMAGE 4 IMAGE 5 A5.5 A5.5 A5.5 A5.1 12 A2.4 7'-0" 16.09 5.10 14.03 (ESCALATOR, CARTVEYOR, STAIR NOT SHOWN) 8.08 OPEN TO STORE OPEN TO STORE OPEN TO STORE OPEN TO STORE OPEN TO STORE 4.3 4.5 4.8 5.1 5.2 5.5 5.7 9 A2.4 9.99 8.08 9.99 9.99 9.99 9.99 4.24BEYOND 1AA 1AA 4F 4C 4D 4D 4E 4D 4D 4E 4F 3 VESTIBULE - INTERIOR ELEVATION 3/16"=1'-0" a0501-003-e IMAGE IMAGE 7IMAGE 8 IMAGE 9 IMAGE 10 IMAGE 11IMAGE 14 IMAGE 12 IMAGE 13 IMAGE 15 IMAGE 16 IMAGE 17 IMAGE 19IMAGE 20 IMAGE 18 IMAGE 21 4.06 4.06 5.13 5.13 4.06 5.13 3.33 3.33 4.06 3.33 17.13 4G 4G IMAGE 25 IMAGE 23 IMAGE 22 IMAGE 24 4.06 1X 1XX 5.57 8.08 8.08 8.08 4 VESTIBULE INT. ELEV. 3/16"=1'-0" a0501-004-e B A.6 8.43 4.06 BEYOND 100'-0" FIRST FLOOR 112'-0" MEZZANINE 5 FIRST FLOOR CART STORAGE INTERIOR ELEVATION 3/16"=1'-0" a0501-005-e 5.8 5.7 6.2 6 6.4 6.6 6.8 5.10 5.10 4.06 8.08 8.02 4.06 8.08 4.06 8.08 4.06 8.08 4.24 1Z 1Z 1Z 1Y 5.10 8.43 8.43 1.INTERIOR PLAN DIMENSIONS SHALL BE FACE OF STUD OR CMU UNLESS NOTED OTHERWISE 2.REFERENCE SHEET A7 FOR SCHEDULE FINISH KEY 3.REFERENCE SHEET A5.11 FOR FIXTURE HEIGHTS AND CLEARANCES 4.REFERENCE N1 FOR FLY TRAP LEGEND AND SCHEDULE 5.WALMART FURNISHED AND INSTALLED ITEMS SHOWN DASHED UNLESS NOTED OTHERWISE\ 6. ALL EXPOSED STEEL WITHIN VESTIBULE AREA TO BE PAINTED P130 7. PRECAST CONCRETE ARCH, REF DWG A2.4 GENERAL NOTES a050-gn IMM-ICE MAKER/MERCHANDISER SD- SOFT DRINK VENDING LEGEND a050-legend A.6 A 6 CART STORAGE ELEV. 3/16"=1'-0" a0501-006-e 4.06 8.08 BEYOND 14.55 GLASS CURTAIN WALL BEYOND 100'-0" FIRST FLOOR 112'-0" MEZZANINE 5.10 BALL CAP 2'-0" X 5'-0" BANNER BANNER BRACKET FIXED TO STEEL COLUMN A5.1 10 BANNER BRACKET MOUNTED TO STEEL COLUMN WITH (4) 3/8" DIA. S.S. BOLTS (PAINT BOLT TO MATCH COLUMN COLOR) BANNER 7 BANNER ISOMETRIC 1"=1'-0" a0501-007-e 2'-0" 2" A5.1 11 FACE OF STEEL COLUMN BANNER TOP OF BANNER 17'- 0" AFF 9 A5.1 8 FRONT ELEVATION 1"=1'-0" a0501-008-d 5'-0" STEEL COLUMN, SEE STRU BANNER BRACKET MOUNTED TO STEEL COLUMN BANNER 8 A5.1 9 PLAN DETAIL 1"=1'-0" a0501-009-d 102VESTIBULE-INTERIOR 4A 1 23'X6'-0"VINYL WALL COVERGROTTO RE # 877.539.2557 SEE DETAILS 11/A8.3,12/A8.3,14/A8.3,16/A8.3BY KOROSEAL DIGITAL WALL SURFACES IMAGE 1,2,3 7'-7"X6'-0" FIRST FLOOR QTY ROOM NAME SIZE FINISH MATERIAL DESCRIPTION TYPE REMARKS RM. # 102VESTIBULE-INTERIOR 4B 1 11'-6"X6'-0"VINYL WALL COVERGROTTO RE # 877.539.2557 SEE DETAILS 11/A8.3,12/A8.3,13/A8.3 BY KOROSEAL DIGITAL WALL SURFACES IMAGE4,5 11'-6"X6'-0" 102VESTIBULE-INTERIOR 4C 1 13'-5"X6'-0"VINYL WALL COVERGROTTO RE # 877.539.2557 SEE DETAILS 11/A8.3,12/A8.3,13/A8.3,14/A.8.3,16/A8.3BY KOROSEAL DIGITAL WALL SURFACES IMAGE6,7 6'-7' x 6'-0" 102VESTIBULE-INTERIOR 4D 1 14'-8''X6'-0"VINYL WALL COVERGROTTO RE # 877.539.2557 SEE DETAILS 11/A8.3,12/A8.3,13/A8.3,14/A8.3BY KOROSEAL DIGITAL WALL SURFACES IMAGE 8,9,10,11,12,13,14,157'-2 1/2 6'-0" 102VESTIBULE-INTERIOR 4E 1 4'-0"'X6'-0"VINYL WALL COVERGROTTO RE # 877.539.2557 SEE DETAILS 11/A8.3,12/A8.3,13/A8.3 BY KOROSEAL DIGITAL WALL SURFACES IMAGE 16,17 4'-0"'X6'-0" 102VESTIBULE-INTERIOR 4F 117'-4"'X6'-0"VINYL WALL COVERGROTTO RE # 877.539.2557 SEE DETAILS 11/A8.3,12/A8.3,13/A8.3,14/A8.3BY KOROSEAL DIGITAL WALL SURFACES IMAGE 18,19,20,21 8'-6 1/2" x 6'-0" ---EXTERIOR 9 2'-0"X6'-0" TO BE DETER.MOUNTED TO STEEL BRACKET SEE DETAILS 1/A2.8,2/A2.8,3/A2.8,4/A2.8,5/A2.8,6/A2.8SUNBRELLA BY PROJECT GRAPHIC MURAL VINYL COVER-BANNER SCHEDULE IMAGE NUMBER MANUFACTURER SIZE OF IMAGES 12 GRAPHICS PANEL SCHEDULE NTS a0501-012-rfs 2" DIA. ALUM. BALL CAP PAINTED TO MATCH STEEL COLUMN M6 S.S. COUNTERSUNK ALLEN HEAD SCREW 3/4" DIA. STEEL TUBE PAINTED TO MATCH STEEL COLUMN BANNER 11 BALL CAP DETAIL 3"=1'-0" a0501-011-d 6" 4" 3/4" 3/4" 1" 1"1 1/2" 1/2" 3/4" GALV. STEEL TUBE WELDED TO BASE PL. BANNER 10 BASE PLATE DTL. 3"=1'-0" a0501-010-d 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 3'-8" 6'-6" 3'-0" 4" 5'-10" R1'-6" 13 HISTORIC PLAQUE 1/2" = 1'-0"062411 a0501-013-d STEEL TUBE WITH POWDER COAT FINISH (COLOR P130) 1.11ELECTRIC HANDICAP CARTS FURNISHED AND INSTALLED BY WAL-MART 3.01CONCRETE STOOP 3.33PRECAST WALL PANEL BASE 4.06RECLAIMED BRICK 4.24QUIK BRIK ARCHITECTURAL MASONRY 5.104" DIA. X 4'-0" STEEL TUBE CART BARRIER @ 4' O.C. 5.13METAL HANDRAIL WITH METAL INFILL PANEL 5.5732" STAINLESS STEEL SURFACE MOUNTED BOLLARD, 4" OD FURNISHED BY OWNER, INSTALLED BY GC 6.17PROTECTIVE WALL SURFACING WITH INSIDE AND OUTSIDE CORNER TRIM UP TO 48" 8.02HOLLOW METAL DOOR AND FRAME, PAINTED, TYP 8.08CURTAIN WALL SYSTEM. SEE DWGS. A8.2 AND A8.3. 8.43SPANDREL GLASS 9.305/8" IMPACT AND WATER RESISTANT GYPSUM BOARD TO 48" AFF, UNLESS NOTED OTHERWISE 9.99KOROSEAL INTERIOR IMAGE PANELS,SEE SCHEDULE 10/A5.1 10.201 1/2"x1 1/2" STAINLESS STEEL CORNER GUARD TO 4'-0" AFF 14.03ELEVATOR, ELEVATOR DOOR, AND EQUIPMENT REFER TO DWG. VC2 14.55CART LIFT, REFER TO DWG. VC3 16.09INTERIOR WALL MOUNTED LIGHT FIXTURE. REFER TO ELECTRICAL FOR TYPE AND MOUNTING HEIGHTS 17.13REF 18/A2.7 HISTORIC PLAQUE KEYNOTES a050-kn 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 BID SET. NOT FOR CONSTRUCTION.

SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: THIS DRAWING WAS PREPARED FOR USE Washington, DC (Georgia Ave) DATE ON 12/13/11 DIFFERENT PROJECT SITE OR AT A LATER REFERENCE OR EXAMPLE ON ANOTHER PROPERLY LICENSED ARCHITECTS AND DRAWING FOR REUSE ON ANOTHER CONTRARY TO THE LAW. 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICINGENLARGED PLANS AND ELEVATIONS A5.2 02/14/12 REV #1 03/09/12 REV # 2 2 PARKING LEVEL VESTIBULE PLAN 3/16"=1'-0" a0502-002-f A.1 A.3 B 4.3 4.6 4.7 PARKING VESTIBULE 002 ELEVATOR #1 ELEVATOR #2 STAIR D 002 A ESCALATOR MECH. RM. 004 5-A5.2 4-A5.2 6-A5.2 3-A5.2 5 5.3 7-A5.2 004 A 005 A EDC3 005 4 A2.6 LINE OF SOFFIT ABOVE 1.01 1.01 14.35 14.03 UP 3'-11" 6'-0" 4" 2" 4'-0" 4'-6" 3'-4" 8" 10'-8 1 2 VENDING ALCOVE PARKING PAY STATIONS N.I.C. SHOWN FOR REFERENCE ONLY BICYCLE PARKING ALCOVE 1BA 1BA 1 VC2 1 VC4 6 A2.6 6" 2'-2" 4'-0" 14'-0" 6'-0" 2'-8" 10" 4'-4" 25'-0" 4'-4" 20'-0" MO 4'-4" 12'-0" 10'-0" 4 VC1.2 A2.6 11 A2.6 8 A2.6 4.1 4 51 2 14'-2" 6'-0" 2'-8" 2'-2" 4'-0" 1'-1" 8" 10'-1" 10'-7" 1'-52 3'-0" 5'-4" ELEVATOR MECHANICAL 003 003 A ZA ZB ZB ZB ZB ZB ZB ZB ZA ZB ZB F8 A6 A6 EQ. EQ. EQ. 8" 1'-1" 1'-1" 2 A3.11 5.10 A3 2'-2" 1'-6" 1'-6" 14 A2.6 UP DN DN 13'-9" SAFETY ZONE 8'-8" SAFETY ZONE 4" 4" 17.11 TYP OF 7 86'-0" PARKING LEVEL 100'-0" FIRST FLOOR 14.03 8.09 7.43 16.09 16.09 4 PARKING VESTIBULE INTERIOR ELEVATION 3/16"=1'-0" a0502-004-e A.1 B 3 A2.6 4.06 16.09 5.30 5.10 1'-10" EQ EQ 1'-10" OPP HAND 4.3 4.6 4.7 5 5.3 4.09 86'-0" PARKING LEVEL 100'-0" FIRST FLOOR 2 A2.6 1BA 1BA 5.13 5.18 5.80 8.09 7.43 3 PARKING VESTIBULE INTERIOR ELEVATION 3/16"=1'-0" a0502-003-e 9.21 EXPOSED FACE P130 9.06 4.06 P130 P130 9.07 P132 5.30 4'-0" MAX 3'-6" SIM 5 PARKING VESTIBULE INTERIOR ELEVATION 3/16"=1'-0" a0502-005-e B A.1 86'-0" PARKING LEVEL 100'-0" FIRST FLOOR 14.35 4.06 5.13 P130 8.09 7.43 16.09 A2.6 5.30 4'-0" MAX 3'-6" 6'-0" 6'-0" AG-901 PARKING PAY STATIONS N.I.C. SHOWN FOR REFERENCE ONLY 6 PARKING VESTIBULE INTERIOR ELEVATION 3/16"=1'-0" a0502-006-e 4.3 4.5 4.6 4.7 4.8 5 5.1 5.2 86'-0" PARKING LEVEL 100'-0" FIRST FLOOR 8.08 BEYOND 5.18 14.35 4.06 8.05 9.07 14.35 BEYOND 4.06 P130 P16 8.43 BEYOND 9.06 P132 5.30 ALUM PANEL BY ESCALATOR MANUF. CONC. CURB BEYOND 5.3 5.2 5.1 5 4.8 4.7 4.6 4.5 4.3 4.1 4 86'-0" PARKING LEVEL 100'-0" FIRST FLOOR 1.01 VENDING ALCOVE BICYCLE PARKING ALCOVE 9'-10" 1.01 7.43 1 A2.6 4.06 TYP 4.06 TYP 1BA 1BA 4.06 TYP 17.11 TYP 9.06 9.06 16.09 16.09 16.09 16.09 P132 7 PARKING VESTIBULE INTERIOR ELEVATION 3/16"=1'-0" a0502-007-e 7'-0" 7'-0" P132 EQUAL EQUAL 7'-3" ℄ ℄ 3'-0" 9 1 2 12'-0" EQ EQ EQ EQ 2'-2" OF SIGN EQ EQ 1.INTERIOR PLAN DIMENSIONS SHALL BE FACE OF STUD OR CMU UNLESS NOTED OTHERWISE 2.REFERENCE SHEET A7 FOR SCHEDULE FINISH KEY 3.REFERENCE SHEET A5.11 FOR FIXTURE HEIGHTS AND CLEARANCES 4.REFERENCE N1 FOR FLY TRAP LEGEND AND SCHEDULE 5.WALMART FURNISHED AND INSTALLED ITEMS SHOWN DASHED UNLESS NOTED OTHERWISE\ 6. ALL EXPOSED STEEL WITHIN VESTIBULE AREA TO BE PAINTED P130 7. PRECAST CONCRETE ARCH, REF DWG A2.4 GENERAL NOTES a050-gn IMM-ICE MAKER/MERCHANDISER SD- SOFT DRINK VENDING LEGEND a050-legend 3A 1 1 FIRST FLOOR TENANT ENLARGED PLAN 3/16"=1'-0" a0502-007-f 1.3 1.5 1.7 TENANT 1 800 800 A TENANT 2 810 1.8 2 2.1 2.3 2.5 2.6 2.8 3 3.1 A.4 A.3 A.2 B.2 810 A 17.10 17.10 16 A3.20 A3.20 4 A3.20 41'-21 2 12'-1" 46'-01 2 48'-11" 13'-9" 3B 3C 3E 3D 3F 3C 3E 3G 3G TYP. TYP. EXTERIOR METAL LEADER PAINTED SW 'BLACK MAGIC' TO MATCH STEEL. A8 A8 A8 A6 A6 V6 A6 9.37TYP. 9.37 TYP. A.6 R6 6'-6" 3'-6" MO 3'-4" 6'-6" 3'-6" MO 3'-4" 11" DO NOT INSTALL GYP. BELOW 96" A.F.F. DO NOT INSTALL GYP. BELOW 96" A.F.F. DO NOT INSTALL GYP. BELOW 96" A.F.F. 3.01 6'-2" 4'-0" 3.01 6'-2" x 4'-0" 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 1.01SIGNAGE.REF DWGS A2.8 AND N1 3.01CONCRETE STOOP 4.06RECLAIMED BRICK 4.09SMOOTH FACE CMU 5.104" DIA. X 4'-0" STEEL TUBE CART BARRIER @ 4' O.C. 5.13METAL HANDRAIL WITH METAL INFILL PANEL 5.18EXPOSED STEEL C-CHANNEL FASCIA 5.30CORRUGATED METALS CEILING PANELS 5.80METAL STAIR WITH CONCRETE TREAD 7.43MAPES INSULATED ALUMINUM PANELS 8.02HOLLOW METAL DOOR AND FRAME, PAINTED, TYP 8.08CURTAIN WALL SYSTEM. SEE DWGS. A8.2 AND A8.3. 8.09AUTOMATIC SLIDING ENTRANCE DOORS 8.43SPANDREL GLASS. 9.061/2" GYPSUM BOARD 9.215/8"IMPACT RESISTANT GYPSUM BOARD TO 48" AFF 9.37INSTALL STUDS FLUSH WITH COLUMN 14.03ELEVATOR, ELEVATOR DOOR, AND EQUIPMENT REFER TO DWG. VC2 14.35ESCALATOR & CARTILATOR, REFER TO DWG. VC4 16.09INTERIOR WALL MOUNTED LIGHT FIXTURE. REFER TO ELECTRICAL FOR TYPE AND MOUNTING HEIGHTS. 16.19EMERGENCY EXIT SIGNAGE. REFER TO ELECTRICAL FOR TYPE AND MOUNTING HEIGHTS. 17.10REFER TO FINISH SCHEDULE ON DWG N1 FOR FUTURE TENANT SPACE FINISHES. 17.11BICYCLE PARKING ALCOVE WITH (7) RACKS (7) INDIVIDUAL RACK, (14) BICYCLES. KEYNOTES a0502-kn 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 F:\All_Projects\097 Walmart\10-097S Washington (Georgia-Missouri), DC (5968-00)\001 MMA\Current Dwgs\CD's\0510 A5.2 VESTIBULE PLAN AND ELEVATIONS 5968.dwg, Model, BID SET. NOT FOR CONSTRUCTION.

SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: Mar 15, 2012 10:06am USER jellard F:\All_Projects\097 Walmart\10-097S Washington (Georgia-Missouri), DC (5968-00)\001 MMA\Current Dwgs\CD's\0515 A5.3 CUSTOMER SERVICE PLAN AND ELEVATIONS 5968.dwg 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: THIS DRAWING WAS PREPARED FOR USE Washington, DC (Georgia Ave) DATE ON 12/13/11 DIFFERENT PROJECT SITE OR AT A LATER REFERENCE OR EXAMPLE ON ANOTHER PROPERLY LICENSED ARCHITECTS AND DRAWING FOR REUSE ON ANOTHER CONTRARY TO THE LAW. 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICINGFIRST FLOOR ENLARGED PLANS AND ELEVATIONS A5.3 03/09/12 REV #2 1. INTERIOR PLAN DIMENSIONS SHALL BE FACE OF STUD OR CMU UNLESS NOTED OTHERWISE 2. REFERENCE SHEET A7 FOR SCHEDULE FINISH KEY 3. REFERENCE SHEET A5.11 FOR FIXTURE HEIGHTS AND CLEARANCES 4. REFERENCE N1 FOR FLY TRAP LEGEND AND SCHEDULE 5. WALMART FURNISHED AND INSTALLED ITEMS SHOWN DASHED UNLESS NOTED OTHERWISE\ 6. ALL EXPOSED STEEL WITHIN VESTIBULE AREA TO BE PAINTED P130 7. PRECAST CONCRETE ARCH, REF DWG A2.4 GENERAL NOTES a050-gn IMM- ICE MAKER/MERCHANDISER SD- SOFT DRINK VENDING LEGEND a050-legend 3 COURTESY DESK ELEVATION 1/4"=1'-0" a0503-003-e P105 9.07 MILLWORK REF A9.3 10.20 9.21 PS1 6.17 B6 9.21 PS1 6.17 B6 TYP 9.21 PS4 6.11 MILLWORK NOT SHOWN FOR CLARITY P105 9.07 100'-0" FIRST FLOOR B B.2 112'-0" MEZZANINE 109'-0" FINISH CEILING 7 COURTESY DESK ELEVATION 1/4"=1'-0" a0503-007-e OPEN TO SALES CHECK WRITING DESK REF 5A-A5.1 9.07 P105 10.20 PS1 9.21 6.17 PS1 B6 B6 P105 9.06 9.94 MILLWORK REF A9.3 100'-0" FIRST FLOOR 6.4 112'-0" MEZZANINE 6 109'-0" FINISH CEILING 9.07 P105 10.20 PS1 9.21 6.17 PS1 B6 MILLWORK REF A9.3 OPEN TO SALES P105 9.06 9.94 6 COURTESY DESK ELEVATION 1/4"=1'-0" a0503-006-e 100'-0" FIRST FLOOR B B.2 112'-0" MEZZANINE 109'-0" FINISH CEILING 108'-0" SOFFIT 4 COURTESY DESK ELEVATION 1/4"=1'-0" a0503-004-e SST4 OPEN TO BEYOND 9.02 GRAIN DIRECTION TYP B6 TYP 9.21 PS1 6.17 P106 9.07 P105 9.07 9.21 PL4 BEYOND 6.11 9.21 PS1 6.17 B6 TYP 9.21 PL4 6.11 B6 TYP 100'-0" FIRST FLOOR 6.4 112'-0" MEZZANINE 6 109'-0" FINISH CEILING 9.21 PL4 6.11 2'-6"x2'-6"x4" CONCRETE PAD AT WATER HEATER REF 10-S2 C B A.6 5.7 5.8 6 6.2 6.4 6.6 6.8 7 7.1 7.2 7.3 7.8 B.2 AP OFFICE 119 CUSTOMER SERVICE 105 SITE TO STORE STORAGE 168 RETURN STORAGE 106 1 FIRST FLOOR ENLARGED PLAN 3/16"=1'-0" a0503-001-f 4-A5.3 7-A5.3 6-A5.3 3-A5.3 8-A5.3 STAIR A STAIR E A02 A 106 A 168 E 168 F 119 A ELEVATOR LINE OF SOFFIT ABOVE 6.03 RECYCLING VENDING ALCOVE 3.18 15.20 9.10 15.19 15.21 A6 A6 A8 A6 A6 A6 A8 A6 MILLWORK REF A9.2 PASS-THRU HALF CHECK WRITING DESK PROVIDED BY WALMART, INSTALLED BY GC MILLWORK REF A9.2 KIOSK EXPOSED STEEL CLUMNS PAINTED P130, TYP. A3.20 1 A3.20 5 A3.20 1B VC1 VC2 1 VC1.2 DN UP A.5 5.75 1'-0" 3" 5'-2" 14'-91 2 41'-5" 6'-0" 6" 16'-9" Z6 3'-0" 11'-6 1 2 22'-10" 16'-0" 3'-10" 19'-9" 9'-8" 4'-103 4 28'-41 2 11'-5" 11'-3 1 2 45° 9'-0" 3'-4" 6'-3" 5'-2" 8'-8" 6'-0" 12'-01 2 5" 2'-8" 4" 1'-11"1'-11" 1'-3 P12 P12 Z6 6'-1 1 2 9" 4'-0 1 2 3'-8" 6'-11 6.03 6.03 P12 6.11 6.17 10.20 6.11 6.17 6.17 6.03 6.03 R4 R4 R4 A8 3N 3P 1'-6" 4" 3'-4" 5'-3" 5'-3" 10'-11 1 2 10.33 10.33 6.17 10.20 10.20 2 A6.1 1 A6.1 14 A5.3 5.57 5.51 6.42 6.65 5.51 6.14 10.33 8 AP ELEVATION 1/4"=1'-0" a0503-008-e P100 B9 9.06 ADJUSTABLE SHELVING NIC 6.14 36" 100'-0" FIRST FLOOR EQ EQ EQ EQ A9 5 ENLARGED OFFICE PLAN 3/16"=1'-0" a0503-005-f INVOICING 171 UPC/UPS 153 J 6 5.6 171 A 153 A 11'-1" 17'-9" 4" 3'-4" 1'-10" 3'-4" 5'-5" D 10" 2'-0" 10'-2" UPC RACKS 11-A5.3 A6 A6 A6 A6 SOUND ATTENUATION INSULATION AND GYPSUM BOARD TO DECK TYP 5.51 REF 17-A9 3'-11" 6" 2'-0" 34'-5" 34'-5" 2 ENLARGED PARTIAL PLAN 3/16"=1'-0" a0503-002-f COUNTING 108 CASH 107 GM ISD 103 ALCOVE 163 B.2 A.3 A.2 4.1 4 3.9 107 A 108 A 103 A 11'-10" 14'-8" 10" 3'-4" 6'-3" 2'-9" 5'-4" 4'-9" 3'-4" 9'-10" 9'-6" 5'-10 1 2 11'-7 1 2 30" X 48" CLEAR AND LEVEL FLOOR SPACE HC HC 12-A5.3 10-A5.3 9-A5.3 C6 C6 C6 C6 1'-1" 4" 6" SOUND ATTENUATION INSULATION AND GYPSUM BOARD TO DECK TYP CONTINUE GYPSUM BOARD AND PLYWOOD TO ROOF DECK AT PERIMETER OF ROOMS 107 AND 108 C6 C6 C6 6" 4" 3'-4" F8 6.17 3 A6.1 1 A6.2 10 CASH ELEVATION 1/4"=1'-0" a0503-010-e P100 B9 9.06 ADJUSTABLE SHELVING NIC 1 A9 4'-0" 4'-0" 2'-91 4 11'-0" 9 COUNTING ELEV. 1/4"=1'-0" a0503-009-f P100 B9 9.06 ADJUSTABLE SHELVING NIC 4'-0" 4'-0" 4'-0" EQUAL EQUAL 1 A9 11 INVOICING ELEVATION 1/4"=1'-0" a0503-011-e B9 4'-0" 4'-0" 3'-91 4 12'-0" 12'-0" P100 9.06 1 A9 ADJUSTABLE SHELVING NIC 12 ALCOVE ELEVATION 1/4"=1'-0" 0503-012-e B6 P105 REF 7-A5.10 FOR FIXTURE HEIGHT PS1 6.17 14 RETURNS SECTION 3/4"=1'-0" 043010 a0503-013 PL4 6" 5/8" IMPACT RESISTANT GYPSUM BOARD CONT SEALANT 2X4 UNPAINTED WOOD BUMPER SCREW AT 16" OC 6"x 20 GAUGE METAL STUD AT 16" OC 13A A5.3 6"x 20 GAUGE METAL STUDS AT 16" OC TO 11'-8" AFF 3-5/8" METAL STUD BRACE AT 48" OCH AND 48" OCV HEADER REF 1-A6.1 1'-6" P106 4'-0" B6 1/2" GYPSUM BOARD CEILING AS SCHEDULED CHAMFERED END 3'-1" 6" 6" HEADER REF 1-A6.1 METAL CORNER BEAD P106 P106 1 1/2" x 1/2" STAINLESS STEEL CORNER GUARD TO 4'-0" AFF REF GA3 3'-6" P106 13B A5.3 PS1 B6 ON 5/8" GYPSUM BOARD EACH SIDE REF ROOM FINISH SCHEDULE FOR LOCATIONS OF IMPACT RESISTANT GYPSUM BOARD CONTINUOUS SEALANT AT TOP OF BASE SECTION B 5/8" IMPACT RESISTANT GYPSUM BOARD P105 3" 1" 4" 1" 6" 1" 6" METAL STUD AT EACH SIDE OF HSS ATTACHED WITH #5 SELF-TAPPING SCREWS AT 12" OC 1/2"x6"x6" BASE PLATE SECURED TO CONCRETE WITH (4) 3/8" DIAMETER EXPANSION ANCHORS WITH 2 1/2" EMBEDMENT 5/8" IMPACT RESISTANT GYPSUM BOARD 3/16 SECTION C NTS 5/8" IMPACT RESISTANT GYPSUM BOARD (2) #12 TEK SCREWS EACH COLUMN, TYP 6"x 16 GAUGE CONT METAL TRACK SECTION B NTS SECTION A 1/2" = 1'-0" 13C A5.3 2x10 BLOCKING BETWEEN STUDS, CONTINUED ON CUSTOMER SERVICE SIDE 2'-6" 1 1/2"x1 1/2" STAINLESS STEEL CORNER GUARD TO 4'-0" AFF REF GA3 5" 1/2"x2 1/2"x3/16"x4'-6" HSS COLUMN 1/2"x2 1/2"x3/16"x4'-6" HSS COLUMN SST4 1 2 1x WOOD BLOCKING 13 KIOSK SECTION 1/2"=1'-0" a0503-013-d 6"x 20 GAUGE METAL STUD AT 16" OC 1/2"x2 1/2"x3/16"x4'-6" HSS COLUMN 1 1 1 1 3.184" HIGH SEALED CONCRETE HOUSEKEEPING PAD 5.5132" x 4" OD GALVANIZED STEEL BOLLARD WELDED TO BASE PLATE 5.5732" STAINLESS STEEL SURFACE MOUNTED BOLLARD, 4" OD FURNISHED BY OWNER, INSTALLED BY GC 6.0348" HIGH PLYWOOD WAINSCOT BEHIND 2X8 WOOD BASE 6.1148" HIGH PLASTIC LAMINATE WITH ALUMINUM METAL EDGE TRIM AT EXPOSED EDGES 6.145/8" PLYWOOD X FULL WIDTH TO CEILING. BOTTOM ELEVATION INDICATED AT KEYNOTE PAINT TO MATCH WALL COLOR 6.17PROTECTIVE WALL SURFACING WITH INSIDE AND OUTSIDE CORNER TRIM UP TO 48" 8.03HOLLOW METAL ELEVATOR DOOR AND FRAME 9.02GYPSUM BOARD CONTROL JOINT, 30'-0" OC, MAX. 9.061/2" GYPSUM BOARD 9.075/8" GYPSUM BOARD 9.10PAINT 4" WIDE FLOOR STRIPES COLOR P5 AT 12"OC, REF N1 FOR SIZE 9.215/8" IMPACT RESISTANT GYPSUM BOARD TO 48" AFF 9.94GYPSUM BOARD VERTICAL SLIP JOINT 10.20 1/2"x1 1/2" STAINLESS STEEL CORNER GUARD TO 4'-0" AFF 10.211 1/2"X1 1/2" LOW IMPACT CORNER GUARD 10.332"x2" HIGH IMPACT CORNER GUARD 15.19EYE WASH. REF PLUMBING 15.20HOT WATER HEATER 15.21MOP SINK KEYNOTES a0503-kn 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BID SET. NOT FOR CONSTRUCTION.

8'-6"

SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: Mar 19, 201211:55am USER jstampfl C:\Users\jstampfl\AppDataocal\Temp\AcPublish_3304\0520 A5.4 MEZZANINE PLAN AND ELEVATIONS5968.dwg 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: THIS DRAWING WAS PREPARED FOR USE Washington, DC (Georgia Ave) DATE ON 12/13/11 DIFFERENT PROJECT SITE OR AT A LATER REFERENCE OR EXAMPLE ON ANOTHER PROPERLY LICENSED ARCHITECTS AND DRAWING FOR REUSE ON ANOTHER CONTRARY TO THE LAW. 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICING4 BREAK ROOM ELEVATION 1/4"=1'-0" a0504-004-e B6 P107 B6 8.02 P107 PL19 6.11 9.06 PL19 6.11 B 16.05 MILLWORK REF SHEET A9.1 Plastic Cans Trash P107 9.06 SIGNAGE PROVIDED BY WALMART TYP OF (3) 5 MANAGER'S OFFICE 1/4"=1'-0" a0504-005-e P100 B9 9.06 ADJUSTABLE SHELVING NIC 1 A9 8.02 P16 4'-0" 8'-6"

MEZZANINE ENLARGED PLANS AND ELEVATIONS A5.4 REV # 2 03/09/12 03/09/12 REV # 3 3 BREAK ROOM ELEVATION 1/4"=1'-0" a0504-003-e NOTE INSULATE ALL EXPOSED PIPING AT SINK. SINK, FAUCET, AND DRAIN PROVIDED BY GC B6 MILLWORK REF SHEET A9.1 B6 P93 9.06 PL19 6.11 2'-4" PL19 BELOW SINK 6.11 NOTE INSTALL BASE MOLDING AND LAMINATE BELOW SINK AFTER INSTALLATION OF CABINET. LAMINATE SHALL NOT BE EXPOSED ABOVE SINK CABINET 7 PERSONNEL ELEVATION 1/4"=1'-0" a0504-007-e P100 B9 9.06 ADJUSTABLE SHELVING NIC 4'-0" 4'-0" 4'-0" PS1 6.17 9.06 1 4 12'-8" A9 8 TRAINING ELEVATION 1/4"=1'-0" a0504-008-e P100 B9 9.06 3'-4" 3'-2" PS1 6.17 9.06 3'-4" 10'-0" 1 A9 1.INTERIOR PLAN DIMENSIONS SHALL BE FACE OF STUD OR CMU UNLESS NOTED OTHERWISE 2.REFERENCE SHEET A7 FOR SCHEDULE FINISH KEY 3.REFERENCE SHEET A5.11 FOR FIXTURE HEIGHTS AND CLEARANCES 4.REFERENCE N1 FOR FLY TRAP LEGEND AND SCHEDULE 5.WALMART FURNISHED AND INSTALLED ITEMS SHOWN DASHED UNLESS NOTED OTHERWISE\ 6. ALL EXPOSED STEEL WITHIN VESTIBULE AREA TO BE PAINTED P130 7. PRECAST CONCRETE ARCH, REF DWG A2.4 GENERAL NOTES a050-gn IMM-ICE MAKER/MERCHANDISER SD- SOFT DRINK VENDING LEGEND a050-legend 1 ENLARGED OFFICE PLAN 3/16"=1'-0" a0504-001-f BREAK ROOM 151 AD OFFICE 175 STORE MANAGER'S OFFICE 113 PERSONNEL 173 TRAINING 172 HALLWAY 161 172 A 173 B 173 A 113 A 175 A 151 A ELEVATOR MECH RM 160 C B.1 B A.6 A.5 8 7.8 7.3 7.2 7.1 7 6.3 6 7-A5.4 24'-7" 15'-2" 15'-2" 15'-2" 19'-4" 6.2 5.8 5.7 6.6 11'-11" 4'-1" 9'-9" 9'-41 2 10'-10" 8'-6" 18'-0" 17'-0" 11'-61 2 9'-1 1 2 6'-4" 3'-0" 3'-4" D 1'-0" 2'-0" 2'-4" 13'-2" 3'-10" 4" 6'-4" 3'-4" 26'-11" 3'-4" 1'-2" 21'-11" 3'-4" 4" 1'-6" 5'-7" 6'-5" 7'-10" 6" MILLWORK REF A9.1 8-5.4 6.17 6.17 6.8 6.17 6.17 A8 A6 A6 A6 A6 A8 A6 VENDING LOCKERS LOCKERS MEN WOMEN SHOWER STAIR A 5-A5.4 9-A5.4 6.11 6.11 6.11 4-A5.4 3-A5.4 16.05 3'-6" JANITOR CL CHANGING AREA HALLWAY STAIR E 15 A3.20 9.37 9.37 DN DN 1'-10" A8 A6 A6 R6 A6 A6 P12 W2 W2 W3 R4 2'-6 1 2 6'-2" A8 LOCKERS 6.17 6.17 6.17 6.17 6.17 6.17 6.17 10-A5.4 1A6.1 4A VC2 2 VC1.2 4 A5.10 1C VC1 U3 U3 6-A5.4 30" X 48" CLEAR AND LEVEL FLOOR SPACE HC HC 6.17 3'-4" 1-A7 6.4 6.42 6.65 EQ. 9.37 9.37 9'-1" 1'-7" NOTE: PROVIDE GYP. BOARD AND SOUND ATTENUATION BLANKET TO BOTTOM OF DECK 2 PHOTO LAB PLAN 1/4" = 1'-0" a0504-002-f CABINET X CABINET Y HORIZONTAL CHASE CHASE WALL SERVICE COUNTER CABINET 13'-0" 21'-3" 6'-0" 6'-0" 8'-10" 8'-4" 3'-23 4 METAL FILM CABINET CHASE WALL CHASE WALL HP PRINTER (24" WIDE FORMAT PRINTER) HP COLOR PRINTER DL PRINTER STAND-UP SP RIMAGE HP STATION 6" G 4 9'-0" 9'-0" 9 AD OFFICE 1/4"=1'-0" A0504-009-e P100 B9 9.06 ADJUSTABLE SHELVING NIC A9 4'-0" 4'-0" 4'-0" B9 ADJUSTABLE SHELVING NIC 10 AD OFFICE 1/4"=1'-0" A0504-010--e P100 B9 9.06 8.02 P16 A9 4'-0" 7'-2" 7'-2" MEZZANINE ZONING ISOMETRIC A0504-011-i RCP LEGEND a0504-01-legend 2' x 4' FLUORESCENT LIGHT FIXTURE. COMBINATION HORN STROBE UNIT 2' X 4' LAY-IN FLUORESCENT FIXTURES W/ PRISMATIC LENSES. EMERGENCY NIGHT LIGHT CIRCUIT 6" RECESSED DOWNLIGHTS SEE ELECTRIC DRAWINGS 6" PENDANT DOWNLIGHTS SEE ELECTRIC DRAWINGS NEW COMBINATION LIGHT /EXAHAUST FAN WALL MOUNTED EXIT SIGNSEE ELECTRICAL DRWINGS 6" WALL EMERGENCY LIGHTS-SEE ELECTRIC DRAWINGS GYPSUM BOARD CEILING 2' X 4' ACT CEILING TILE CORRUGATED METAL PANELS EXPOSED METAL ROOFING DECK 8' STRIP SURFACE MOUNTING AIR SUPPLY DIFFUSER RETURN AIR GRILL EXHAUST GRILL 1A REFLECTED CEILING PLAN 3/16"=1'-0" L120\a011-0504-001-a-f C B.1 B A.6 A.5 8 7.8 7.3 7.2 7.1 7 6.65 6.42 6 6.2 5.8 5.7 6.6 6.8 SLOPE 12 12 SLOPE 12 12 SLOPE 12 12 8'-0" A.F.F 10'-6" A.F.F 6.4 10'-6" A.F.F EQ. EQ. E.Q E.Q EQ. EQ. E.Q E.Q EQ. EQ. 4'-0" E.Q EQ. EQ. 6'-0" 6'-0" EQ. EQ. EQ. EQ. E.Q E.Q EQ. EQ. 6'-6" EQ. 6'-6" E.Q E.Q EQ. EQ. E.Q E.Q E.Q E.Q SLOPE SLOPE SLOPE 3'-4" EQ. 3'-4" 8'-0" A.F.F 8'-0" A.F.F 10'-6" A.F.F 10'-6" A.F.F 10'-6" A.F.F 9'-0" A.F.F 9'-0" A.F.F 9'-0" A.F.F 9'-0" A.F.F 8'-0" A.F.F 8'-0" A.F.F EQ EQ 6 MANAGER'S OFFICE 1/4"=1'-0" A0504-006-e P100 B9 9.06 ADJUSTABLE SHELVING NIC 1 A9 4'-0" 4'-0" 4'-0" 6.1148" HIGH PLASTIC LAMINATE WITH ALUMINUM METAL EDGE TRIM AT EXPOSED EDGES 6.17PROTECTIVE WALL SURFACING WITH INSIDE AND OUTSIDE CORNER TRIM UP TO 48" 8.02HOLLOW METAL DOOR AND FRAME, PAINTED, TYP. 9.061/2" GYPSUM BOARD 9.37INSTALL STUDS FLUSH WITH COLUMN 16.05INSECT CONTROL UNIT. TYPE NOTED BESIDE UNIT. REF N1 FOR LEGEND AND NOTES. KEYNOTES a0504-kn 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 BID SET. NOT FOR CONSTRUCTION.

SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: Mar 14, 2012 11:12am USER jellard C:\Users\John Ellard\appdataocal\temp\AcPublish_4880\0525 A5.5 ENLARGED WINDOW PLANS5968.dwg 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: THIS DRAWING WAS PREPARED FOR USE Washington, DC (Georgia Ave) DATE ON 12/13/11 DIFFERENT PROJECT SITE OR AT A LATER REFERENCE OR EXAMPLE ON ANOTHER PROPERLY LICENSED ARCHITECTS AND DRAWING FOR REUSE ON ANOTHER CONTRARY TO THE LAW. 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICING1 ENLARGED WINDOW PLAN AT MEZZANINE 3/16"=1'-0" a0505-001-f D 5.8 6 6.2 6.42 6.6 c B.1 B A HALLWAY 161 3-A3.4 BREAK ROOM 151 ADD OFFICE 175 STORE MANAGEMENT 113 PERSONNEL 173 ELEV.MACHINE RM. 160 HALLWAY 161 1Y 1Z 1Z 1X 15 A3.20 15 A3.20 5.5 5.2 5 4.5 4.3 4.2 1AA 3J 3 H 3 H 3 H 3HB 3 HA 3 HA 1AA 4E 4D 4D 4C OPEN TO BELOW 3L 3 KA K 3M 13 A3.20 4A 1Z 1P 1P 3-A5.1 2-A5.1 4-A5.1 6-A5.1 5.7 OPEN TO BELOW IMAGE 7 IMAGE 9 IMAGE 13 IMAGE 16 IMAGE 6 IMAGE 8 IMAGE 12 9.99 8.08 9.99 9.99 9.99 9.99 IMAGE 1 IMAGE 2 IMAGE 3 8.08 8.08 8.08 8.08 8.08 8.08 8.06 8.08 8.08 8.08 8.08 8.08 A.6 ELEVATOR SHAFT BELOW NOTE:REFER TO SHEET A5.4 FOR MEZZANINE FLOOR PLAN B2 SOFFIT AREA B.1 ALUMINUM SOFFIT ATTACHED TO STEEL CHANNEL SEE STRUCT. DWGS. 15 A3.20 5-A5.1 6.4 4.8 5.1 6.8 6.65 4.5 5 5.2 5.5 5.7 5.8 6 6.2 6.4 6.42 6.6 7 7.1 7.3 A A.6 B 2 ENLARGED WINDOW PLAN AT UPPER MEZZANINE 3/16"=1'-0" a0505-002-f 1H 1H 1M 1M 1J 1G 1F 4F 4D 4E 4D 4F 1XX 1J 1H 1H 1H 1L 1K 1H 6 A3.20 A3.20 4B 1N 3-A5.1 2-A5.1 4-A5.1 6-A5.1 IMAGE 11 IMAGE 15 IMAGE 17 IMAGE 10 IMAGE 14 IMAGE 18IMAGE 19 IMAGE 20IMAGE 21 IMAGE 4 IMAGE 5 9.99 9.99 9.99 9.99 9.99 8.08 8.08 8.08 8.08 8.08 8.08 8.08 8.08 8.08 8.08 8.08 7.2 4 A3.21 A3.21 A3.21 A3.21 8.08 6.8 8.08 4.8 5.1 6.65 C.4 C.3 C.5 C.6 D D.5 E E.5 F 0.8 4 ENLARGED WINDOW PLAN AT PEABODY STREET 3/16"=1'-0" a0505-004-f 1A 1B 1B 1B 1C 1D 1C 11 A3.20 10 A3.20 SIM. 8.08 8.08 8.08 8.08 8.08 8.08 8.08 2.83 2.83 2.83 2.83 2.83 2.83 SEE DETAIL 2/A2.10 3 ENLARGED WINDOW PLAN AT HIGH ROOF 3/16"=1'-0" a0505-003-f 5.2 5.5 5.7 A B 1M 1M 2A 2B 2C 2D 2E 2F 2N 2M 2L 2K 2J 2P 2H 2G 4G 4G 3-A5.1 2-A5.1 IMAGE 23 IMAGE 22 IMAGE 25 IMAGE 24 8.08 8.08 8.08 8.08 8.08 8.08 9.99 9.99 1 A3.21 5 A3.21 A3.21 A3.21 OPP. HAND 4-A5.1 1.INTERIOR PLAN DIMENSIONS SHALL BE FACE OF STUD OR CMU UNLESS NOTED OTHERWISE 2.REFERENCE SHEET A7 FOR SCHEDULE FINISH KEY 3.REFERENCE SHEET A5.11 FOR FIXTURE HEIGHTS AND CLEARANCES 4.REFERENCE N1 FOR FLY TRAP LEGEND AND SCHEDULE 5.WALMART FURNISHED AND INSTALLED ITEMS SHOWN DASHED UNLESS NOTED OTHERWISE\ 6. ALL EXPOSED STEEL WITHIN VESTIBULE AREA TO BE PAINTED P130 7. PRECAST CONCRETE ARCH, REF DWG A2.4 GENERAL NOTES a050-gn 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ENLARGED WINDOW PLANS A5.5 03/09/12 REV #2 1 1 1 1 1 2.83ORNAMENTAL SCREENING,REF DWG A2.10 8.08CURTAIN WALL SYSTEM. SEE DWGS. A8.2 AND A8.3. 9.99KOROSEAL INTERIOR IMAGE PANELS,SEE SCHEDULE 10/A5.1 KEYNOTES a0505-kn 1 1 1 1 1 1 1 BID SET. NOT FOR CONSTRUCTION.

1 2 3 4 5 6 7 8 9 F.2 E.6 E.2 D.3 A.3 A.6 C C.5 D D.5 E E.5 5.1 4.8 4.5 4.2 5.8 6.2 6.4 6.6 6.8 AA 7.3 2.3 2.6 2.8 3.1 3.4 3.6 3.9 A.4 A.2 5.2 5.5 5.7 A 2.1 5.6 A.8 F F.6 G.4 H J 4.3 4.1 1.3 1.5 1.7 1.8 F.5 B D.6 C.8 C.3 C.2 B.8 3.5 4.6 4.7 9.2 8.9 C.6 B.2 C.4 7.8 7.1 0.8 A.5 7.2 5.3 G.3 8.1 8.8 9.3 H.1 2.5 TA G A5.10 1B 4' 9"8' 0"4' 9" 4' 9"8' 0"4' 9" 2' 3" 2'3" 4' 0"11' 8"4' 0"11' 8"4' 0"11' 8"4' 0" 14' 8" 4' 0"11' 8"4' 0"11' 8"4' 0"11' 8"4' 0"11' 8"4' 0" 3' 5"8' 0"8' 0"8' 0"8' 11"8' 9"9' 9"8' 10"9' 5"8' 10"8' 10"8' 10"8' 10"8' 10"8' 10" 28' 4" 10'6" 2' 8"16' 3"3' 3" 2'6" 6' 0" 3' 0" 6' 6" 8'5" 1' 6" 7' 0"8' 0"7' 0" 1' 6" 8' 0"8' 0"8' 0"8' 11"8' 9"9' 9"8' 10"9' 5"8' 10" 6' 8"10' 0"10' 0"10' 0"10' 0"10' 0" 4' 4" 4' 0"4' 0" 10' 0" 8' 4" 15' 0"14' 11"13' 11"8' 5" 10'0" 3'9" 12' 6"16' 0" 17' 1"15' 5"17' 0" 17' 0"15' 6"15' 0"15' 0"15' 0"15' 6"15' 0"15' 0"15' 0"16' 0"16' 7"15' 6" 10'7" 11' 1" 10' 10" 2'0" 9' 5" 5' 7" 14' 10" 13' 0" 10'7" 19' 0" 15' 6"14' 5"15' 0"15' 0"15' 0"14' 11"8' 3" 33' 7" 3'0" 3' 0" 4' 5" 11' 4" 6' 5" 4'0" 3' 5" 2'0" 4' 2" 4' 5"10' 0"20' 0"11' 4"8' 10" 3' 2" 6' 1"18' 3" 20' 0" 7' 8" 6' 7" 17'0" 17' 0" 17'0" 17' 0" 17' 0" 37'0" 16'0" 16' 0" 16' 0" 24'8" 9' 4" 7'9" 8'7" REF "GA" DWGS FOR THIS AREA EXPOSED METAL DECK EXPOSED METAL DECK 6.65 6.42 8.3 EXPOSED METAL DECK GYPSUM BOARD CEILING 2' X 4' ACT CEILING TILE CORRUGATED METAL PANELS EXPOSED METAL DECK 8" STRIP SURFACE LIGHT FIXTURE 2' X 4' FLUORESCENT LIGHT FIXTURE 6" RECESSED DOWN-LIGHTS SEE ELECTRIC DRAWINGS AIR SUPPLY DIFFUSER RETURN AIR GRILL 6" PENDANT DOWN-LIGHTS SEE ELECTRIC DRAWINGS 2' X 4' LAY-IN FLUORESCENT LIGHT FIXTURE W/ PRISMATIC LENSES. EMERGENCY NIGHT LIGHT CIRCUIT RCP LEGEND COMBINATION HORN STROBE UNIT EXHAUST GRILL 6" WALL EMERGENCY LIGHT SEE ELECTRIC DRAWINGS COMBINATION LIGHT EXHAUST FAN WALL MOUNTED EXIT SIGN SEE ELECTRIC DRAWINGS 2HR GYPSUM BOARD CEILING ASSEMBLY UL# U415 A.1 4.2 A 4.3 B 4.6 4.7 5.3 5' 8"6' 0"6' 0" 4' 5" 6' 0" 6' 0" 6' 0" 3'11" 2' 6" 20' 0" 2' 6" 4' 0"4' 0"4' 0"4' 0" OPEN TO ABOVE ELECTRIC UNIT HEATER REF ELEC DWGS ELECTRIC UNIT HEATER REF ELEC DWGS 9" THIS DRAWING WAS PREPARED FOR USE SITE AT CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON TIME. USE OF THIS DRAWING FOR ANOTHER PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS CONTRARY TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 3/19/2012 3:03:18 PM C:\001 Projects\097 Walmart\10097S Washington (Georgia)\01 Revit\5968_Washington(Georgia Ave),DC_A_V12_vy.rvt Washington DC, (Georgia Ave) 12/13/11 Washington DC, (Georgia Ave) Store No: 5968-00 A5.6 REFLECTED CEILING PLAN 10-097S C-106M-NO-NO Checker Designer 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1/16" 1'-0" 1 FIRST FLOOR REFLECTED CEILING 1/8" = 1'-0" 2 PARKING LEVEL VESTIBULE REFLECTED CEILING (REF 1A/A5.4 FOR MEZZANINE REFLECTED CEILING PLAN) 1 03/09/12REV #2 BID SET. NOT FOR CONSTRUCTION.

SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: Mar 14, 2012 11:20am USER jellard C:\Users\John Ellard\appdataocal\temp\AcPublish_4880\0530 A5.10 TOILET PLANS AND DETAILS 5968.dwg 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: THIS DRAWING WAS PREPARED FOR USE Washington, DC (Georgia Ave) DATE ON 12/13/11 DIFFERENT PROJECT SITE OR AT A LATER REFERENCE OR EXAMPLE ON ANOTHER PROPERLY LICENSED ARCHITECTS AND DRAWING FOR REUSE ON ANOTHER CONTRARY TO THE LAW. 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICING1 TOILET PLAN 1/4"=1'-0"052711 A0503-001 PARTITION DIMENSIONS ARE FROM FACE OF FINISHED WALL FIXTURE DIMENSIONS ARE FROM FACE OF STUD HC HC HC HC HC HC 5'DIAMETER

TURNAROUND5'DIAMETER 2 A5.10 WOMEN 166 MEN 165 FAMILY TOILET 167 ALCOVE 164 14'-2" 1'-4" 10'-6" 2'-4 1 2 5'-4" 5'-4"5'-4" 1" 1" 3'-7" 3'-2" 3'-2" 3'-2" 3'-3" 3'-3" 18-A5.11 15-A5.11 17-A5.11 16-A5.11 11-A5.11 12-A5.11 14-A5.11 13-A5.11 36GRABBAR 36GRABBAR 10.27 10.12 10.27 48" X 60" MANEUVERING CLEARANCE FACE OF FINISH WALL 60" X 56" CLEAR AND LEVEL FLOOR SPACE 1'-8" 10'-0" 1'-8" 2'-6" 6'-11" 39'-5" 5'-3" 36" X 48" MANEUVERING CLEARANCE 30" X 48" CLEAR AND LEVEL FLOOR SPACE 2'-6" 3'-0" 1'-0" 1'-0" 1'-8" 1'-8" BENCH NIC 1'-6" 1'-10" 2'-2" 2'-2" 1'-10" 4'-2 1 2 10'-0" 10'-0" 4'-0" 4'-0" 2'-6" 2'-6" 5'-0" 5'-0" 2'-6" 10'-9" 4'-21 4 AMBULATORY STALL A5.11 B.2 A.3 A.2 3.9 3.6 3.5 3.4 1.01 1.01 1.01 10.30 10.30 1.01 1.01 T6 U6 U3 U3 V6 T6 U3 C6 C6 V6 U3 C6 V6 A8 10.22 10.23 10.26 10.31 8 A5.10 3 A5.6 10.26 10.13 5 A5.11 C L C C C C C C L C C C C C C C C L L C L C 5 A5.11 16"-18" CLEAR 16"-18" CLEAR 10.03 10.04 10.04 10.03 10.04 10.04 10.08 HEADER AT 7'-0" AFF REF 1-A6 24-A5.11 3'-3" 3'-1" 3'-3" 5'-01 2 3'-3" C C C L 30" X 48" CLEAR AND LEVEL FLOOR SPACE 6'-0" 1'-0" 6'-7" 10.12 7 A5.10 OH 7 A5.10 1A FLOOR FINISH PLAN 1/4"=1'-0" 062510 a0503-001a 6B A5.11 TYP A5.11 TRANSITION STRIP FACE OF WALL FINISH COVE BASE START FIRST COURSE OF TILE AT WALL CUT TILE AT WALL A5.11 EA END B.2 A.3 A.2 3.9 3.6 3.5 3.4 2 A5.11 6A A5.11 TYP 1B REFLECTED CEILING FRAMING PLAN 1/4"=1'-0" 032610 a0503-002 HEADER HEIGHT 7'-0" AFF REF 1-A6 2'-7" 6'-0" 1'-111 2 2'-0" 1'-3" 3'-3" 4'-0" 3'-21 2 2'-8" 3'-3" 3'-3" 2'-8" 4'-9" 3'-2 1 2 4'-2" 2'-11" 2'-3 1 2 4'-3" 3'-71 2 3'-0" 1'-6" 2'-22 2'-71 2 5'-0" 4'-21 2 3'-0" 3'-0" 8" 3'-9" 4'-4" 1'-6" 9'-9" 9'-8" 2'-8" 2'-7" (2) C8 X 1 5/8" X 18 GA METAL STUD BOX BEAM WITH 18 GAUGE METAL TRACKS TOP AND BOTTOM TYP C6 X 1 5/8" X 18 GAUGE METAL STUD AT 24" OC MAX ANCHOR TO WALL STUDS WITH #10 TEK SCREWS TYP LIGHT FIXTURE TYP REF ELECTRICAL (2) C8 X 5/8" X 18 GA METAL STUD BOX BEAM WITH 18 GAUGE METAL TRACKS TOP AND BOTTOM 3'-0" 4'-2" 1'-10" 4'-0 NOTE WEB STIFFENERS ARE REQUIRED AT ALL BEARING POINTS COORDINATE FRAMING WITH SUPPLY AND RETURN GRILLES, REF MECH COORDINATE FRAMING WITH SUPPLY AND RETURN GRILLES, REF MECH (2) C8 X 1 5/8" X 18 GA METAL STUD BOX BEAM WITH 18 GAUGE METAL TRACKS TOP AND BOTTOM B.2 A.3 A.2 3.9 3.6 3.5 3.4 15 A6 11 A5.10 C C C C C L L CL C C L C C C L C L L C C C L C L L L L L 2 TOILET PLAN 1/4"=1'-0"052711 a0503-003 30" X 48" CLEAR AND LEVEL FLOOR SPACE 60" X 56" CLEAR AND LEVEL FLOOR AREA 36GRABBAR 5'DIAMETERTURNAROUND 9-A5.11 10-A5.11 8-A5.11 7-A5.11 FAMILY TOILET 167 167 A 6'-1" 3'-3" 3'-71 2 8'-3" 7'-2" 4'-3" 16"-18" CLEAR 2'-0" 9'-4" 2'-10" 45° 1'-8" 2'-6" 2'-2" 1'-3"1'-3" 5 A5.11 1" 3'-4" T6 V6 V6 U3 U3 10.14 10.07 10.06 10.11 10.09 10.26 10.22 10.23 10.10 10.06 10.04 10.12 C L C C C C 1'-6" CLEAR 1'-6" CLEAR 4 TOILET PLAN - MEZZANINE 1/4"=1'-0" a0510-004 MEN 181 5'DIAMETERTURNAROUND 8'-2" 7'-6" 7'-6" 181 A 1'-6" 1'-6" 4'-6" 4'-6" 1'-6" 10.14 182 A 5'DIAMETERTURNAROUND 1'-4" 7'-8" 7'-6" WOMEN 182 SHOWER 183 HALLWAY 180 183 A JANITOR 158 17'-8" 2'-2" 30"x48" CLEAR AND LEVEL FLOOR SPACE 60"x56" CLEAR AND LEVEL FLOOR SPACE 7'-3" 4'-0" 13'-11" C 5' DIAMETERTURNAROUND 158 A CHANGING AREA 10.14 10.07 10.06 10.12 10.03 10.11 10.09 10.05 4'-0" 8'-9" BENCH NIC 2'-0" A6 V6 10.26 TYP OF 2 3'-0" 4" 3'-4" 4" 3'-4" 4" 3'-4" 3'-4" 4" 19-A5.11 20-A5.11 21-A5.11 22-A5.11 23-A5.11 U3 U3 T8 T8 T8 R6 T6 T6 4'-6" 10.14 9.13 A6 C 9-A5.10 SIM 9-A5.10 OH/SIM 10" 6.17 3'-9" 2'-0" C 4'-0" MIN. 3'-0" MIN. 3'-6" 1" 1'-6" 1" 1'-7" 1'-6" 1" 1'-7" 1" 1'-6" 1'-6" 1'-6" TOP OF SEAT 1'-4" TOP OF SEAT 1'-5" RIM 1'-6" TOP OF SEAT 2'-2" TOILET PAPER 4'-0" TOP OF DISPENSER 2'-10" GRAB BAR 6" 3'-0" 2'-10" GRAB BAR GRAB BAR 36" GRAB BAR TOILET PAPER DISPENSER SEAT COVER DISPENSER PARTITION PLYWOOD BACKING ACCESSIBLE STALL STANDARD STALL AMBULATORY STALL 1'-3" RIM 1'-5" RIM 10 ENLARGED STALL ELEVATION 1/2"=1'-0" 033111 c\a0505-010_ELNPN-f EQ EQ 7 3 4 18" GRAB BAR 1 1/2" MIN L C L C 6" 6" 8 ENLARGED STALL PLAN 1/2"=1'-0" 052711 C\a0503-008_ELNPN-f 9" 2'-1" 1'-0" 6 1 2 1'-7 1 2 1'-7 1 2 1'-6 1 2 1'-0" 3'-6" 1'-0" 3'-6" 42" GRAB BAR NAPKIN DISPOSAL 3'-0" CLEAR AMBULATORY STALL STANDARD STALL 1" 7'-0" 6'-0" 28" DOOR 34" DOOR 34" DOOR TOILET SEAT COVER DISPENSER WALL TILE ON 1/2" GLASS-MAT BACKER MATERIAL TOILET PAPER DISPENSER SEAT COVER DISPENSER 36" GRAB BAR 5'-5" CHILD SAFETY SEAT 3" INSTALL PLYWOOD BACKING AT GRAB BAR INSTALL WOOD BLOCKING, TYP METAL STUDS AT 16" OC MAX INSTALL PLYWOOD BACKING TYP INSTALL STUD EITHER SIDE OF WALL CARRIER ACCESSIBLE STALL COAT HOOK INSTALL ℄OF DOOR 4'-0" AFF COAT HOOK INSTALL 4" FROM EDGE OF DOOR 5'-6" AFF TYP AT STANDARD STALL COAT HOOK INSTALL ℄OF DOOR 4'-0" AFF WALL STOP INSTALL 3" FROM EDGE AND 3" FROM BOTTOM OF DOOR 18" VERTICAL GRAB BAR 3'-3" 9-A5.10 10-A5.10 18" VERTICAL GRAB BAR DOOR PULLS INSTALLED 34"-40" AFF DOOR PULLS INSTALLED 34"-40" AFF 1'-6 1 2 36 GRAB BAR L C C 15" MIN TOILET PAPER 2'-10" 1'-6" TOP OF SEAT 7"-9" 1'-0" MAX 3'-6" MIN 2'-4" 1'-0" 4'-10" 42" GRAB BAR TOILET PAPER DISPENSER NAPKIN DISPOSAL TOILET SEAT COVER DISPENSER PARTITION WALL STOP 9 ENLARGED STALL ELEVATION 1/2"=1'-0" 123010 C\a0505-009-f 7'-0" 1" 3" 4'-0" TOP OF COAT HOOK IN HC STALL COAT HOOK 12" HIGH PLYWOOD BACKING 3'-3" 3'-3" 18" GRAB BAR ACCESSIBLE STALL 1 1/2" MIN CLEAR C C L 6" 6" 1'-6" 7 SECTION AT LAVATORY 1 1/2""=1'-0" 052711 c\a0505-007-f 6" METAL STUDS PORCELAIN TILE ON 1/2" GLASS-MAT BACKER MATERIAL SOLID SURFACE LAVATORY STAINLESS STEEL APRON FLOOR TILE MIRROR SANITARY FLOOR MOLDING SOUND ATTENUATION INSULATION 4'-0" 1/2" PLYWOOD BACKING BY WIDTH OF SINKS REF TOILET TILE EL REF FLOOR PLAN FOR PARTITION NO CHILD'S LAV AT SIM CONDITION 11 CEILING FIXTURE SECTION 1 1/2"=1'-0" 042710 C\a0505-006-f 6" CEILING JOIST AT 24" OC MAX 6" LIGHT FIXTURE REF ELEC 1/2" GYPSUM BOARD CEILING 1.01SIGNAGE, REF N1 5.51 32" X 4" OD GALVANIZED STEEL PIPE BOLLARD WELDED TO BASE PLATE 6.17PROTECTIVE WALL SURFACING WITH INSIDE AND OUTSIDE CORNER TRIM 9.10PAINT 4" WIDE FLOOR STRIPES 9.13PROVIDE 8'-0" HIGH 4'-0" WIDE NRP PANELS BEHIND AND TO THE SIDE OF MOP SINK REF 5-A7 10.03ELECTRIC HAND DRYER 10.04PAPER TOWEL DISPENSER/TRASH RECEPTACLE 10.05PAPER TOWEL DISPENSER, SURFACE MOUNTED;NIC 10.06TOILET PAPER HOLDER 10.07SANITARY NAPKIN DISPOSAL 10.08SANITARY NAPKIN DISPENSER (RECESSED) 10.09SOAP DISPENSER MOUNTED TO MIRROR, IF NO MIRROR, MOUNT AS SHOWN IN PLAN WITH BOTTOM OF DISPENSER 40" AFF 10.10DIAPER CHANGING STATION (RECESSED) 10.11MIRROR 10.12TOILET SEAT COVER DISPENSER 10.13STAINLESS STEEL TOILET COMPARTMENTS (INSTALL WOOD BLOCKING IN WALLS) 10.14GRAB BARS (INSTALL PLYWOOD BACKING IN WALLS) 10.15STAINLESS STEEL URINAL SCREEN WITH FULL LENGTH ANGLE MOUNTING BRACKETS 10.22DIAPER DISPENSER (RECESSED) 10.23DIAPER PAD/LINER DISPENSER (RECESSED) 10.26COAT HOOK (INSTALL PLYWOOD BACKING) 10.27CHILD SAFETY SEAT (INSTALL PLYWOOD BACKING) 10.30RESTROOM NEEDS ATTENTION SIGN (MOUNT ABOVE LIGHT SWITCH) 10.31DIAPER DISPOSAL 15.19EYE WASH. REF PLUMBING KEYNOTES C\a053-kn 1.INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD/CMU UNO 2.PROVIDE BATT INSULATION FOR SOUND PRO0FING IN TOILET ROOM PARTITIONS 3.WALMART FURNISHED AND INSTALLED ITEMS SHOWN DASHED UNO 4.SEAL PERIMETER OF ALL TOILETS AND URINALS TO WALLS AND FLOORS. SEAL PERIMETER OF SINK TO WALL. SEAL EDGE OF BABY CHANGING TABLE TO WALL 5.REF A7 FOR SCHEDULE FINISH KEY SHEET NOTES TOILET PLANS AND ELEVATIONS A5.10 02/14/12 REV #1 03/09/12 REV #2 3 TOILET PLAN 1/4"=1'-0" a0510-003-f J 6 HC 5'DIAMETERTURNAROUND 191 A 192 A HC 3'-11" 8'-0" 16'-6" 2'-0" 7'-1" 1'-9" 4'-9" 1'-6" MEN 191 WOMEN 192 15.19 9.10 2'-4" 2'-0" 10.05 10.03 10.09 10.11 10.14 10.07 10.06 10.12 6" 3'-6" 5.51 REF 17-A9 30"x48" CLEAR AND LEVEL FLOOR SPACE 60"x56" CLEAR AND LEVEL FLOOR SPACE 4" 3'-4" 4'-4" 4'-4" 3'-4" 4" T6 T6 5'DIAMETERTURNAROUND V6 U3 U3 T6 V6 L C C L 9-A5.10SIM 9-A5.10OH/SIM 1 5 NOT USED 6 NOT USED 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 BID SET. NOT FOR CONSTRUCTION.

TURNAROUND

SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: Mar 14, 2012 11:23am USER jellard C:\Users\John Ellard\appdataocal\temp\AcPublish_4880\0535 A5.11 TOILET DETAILS AND ELEVATIONS 5968.dwg 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: THIS DRAWING WAS PREPARED FOR USE Washington, DC (Georgia Ave) DATE ON 12/13/11 DIFFERENT PROJECT SITE OR AT A LATER REFERENCE OR EXAMPLE ON ANOTHER PROPERLY LICENSED ARCHITECTS AND DRAWING FOR REUSE ON ANOTHER CONTRARY TO THE LAW. 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICINGKEYNOTES 1.01SIGNAGE, REF N1 8.02HOLLOW METAL DOOR AND FRAME TYP PAINTED 10.03ELECTRIC HAND DRYER 10.04PAPER TOWEL DISPENSER/TRASH RECEPTACLE 10.06TOILET PAPER HOLDER 10.07SANITARY NAPKIN DISPOSAL 10.08SANITARY NAPKIN DISPENSER (RECESSED) 10.09SOAP DISPENSER MOUNT TO MIRROR 10.10DIAPER CHANGING STATION (RECESSED) 10.11MIRROR 10.12TOILET SEAT COVER DISPENSER 10.13STAINLESS STEEL TOILET COMPARTMENTS (INSTALL WOOD BLOCKING IN WALLS) 10.14GRAB BAR (INSTALL PLYWOOD BACKING IN WALL) 10.15STAINLESS STEEL URINAL SCREEN WITH FULL LENGTH ANGLE MOUNTING BRACKETS (INSTALL WOOD BLOCKING IN WALLS) 10.16HOSE BIBB (RECESSED) 10.17DRESSING MIRROR 10.18ADA SHOWER BENCH 10.22DIAPER DISPENSER (RECESSED) 10.23DIAPER PAD/LINER DISPENSER (RECESSED) 10.24WALL MOUNTED FLOWER VASE 10.25WALL MOUNTED SOAP DISPENSER 10.26COAT HOOK (INSTALL PLYWOOD BACKING) 10.27CHILD SAFETY SEAT (INSTALL PLYWOOD BACKING) 10.30RESTROOM NEEDS ATTENTION SIGN MOUNT ABOVE LIGHT SWITCH 10.31DIAPER DISPOSAL NOTE: PROVIDE 1/2" GLASS-MAT BACKER MATERIAL TO 8'-0" AFF. PROVIDE 1/2" WATER RESISTANT GYPSUM BOARD TO CEILING PROVIDE 5/8" TYPE X GLASS-MAT BACKER AND 5/8" TYPE X WATER RESISTANT GYPSUM BOARD AT RATED CONDITIONS 3 TILES 2 1 2 CT18 SANITARY FLOOR MOLDING G4 FIELD TILE CT19 G3 ACCENT TILE CT20 G3 FIELD TILE CT19 G3 P33 1 TILE SS TRIM GLASS-MAT BACKER MATERIAL TO 8'-0" AFF GYPSUM BOARD TOILET TILE ELEVATION C\a054-tte 6" METAL STUDS PORCELAIN TILE ON 1/2" GLASS-MAT BACKER MATERIAL 2'-4" AFF 2x6 BLOCKING 2x6 BLOCKING PORCELAIN TILE ON 1/2" GLASS-MAT BACKER MATERIAL 2'-9" AFF MAX DIAPER CHANGER CONT SEALANT AT PERIMETER 5 WALL AT DIAPER STATION 1"=1'-0"073109 c\A0504-005-F 6" METAL STUD HEADER 6" METAL STUD 4 WALL END CAP 3"=1'-0" 042911 C\a056-004 PLASTIC LAMINATE ON 5/8" IMPACT RESISTANT GYPSUM BOARD TO 4'-0" AFF PORCELAIN TILE ON 1/2" GLASS-MAT BACKER MATERIAL SANITARY FLOOR MOLDING CORNER SANITARY FLOOR MOLDING TRANSITION STRIP INSTALL WITH MASONRY SCREW ANCHOR AT 12" OC LOCATE PER PLAN FLOOR TILE SANITARY FLOOR MOLDING CORNER MITER TO WALL INSTALL SEALANT AT EDGE 3/8" STAINLESS STEEL METAL CORNER 1 1/2" x 1/2" STAINLESS STEEL CORNER GUARD MODIFIED IN FIELD 6" METAL STUD 3 OUTSIDE CORNER DETAIL 3"=1'-0" 012910 C\a056-003 PORCELAIN WALL TILE 3/8" STAINLESS STEEL METAL CORNER 1/2" GLASS-MAT BACKER MATERIAL MASTIC SANITARY FLOOR MOLDING 1/16" GROUT JOINT SEALANT 3/8" STAINLESS STEEL METAL CORNER MASTIC ADHESIVE TYP TYP AT ALL OUTSIDE CORNERS METAL STUDS AT 16" OC SANITARY FLOOR MOLDING FLOOR TILE 1/16" GROUT JOINT WALL TILE GROUT SEALANT ACCENT TILE SOUND ATTENUATION BATT 3/8" STAINLESS STEEL METAL TRIM INSTALL FLOOR LEVELING COMPOUND PRIOR TO INSTALLATION OF SANITARY FLOOR MOLDING AND FLOOR TILE. VARIATION IN SLOPE OF FLOOR SHALL NOT EXCEED 1/8" IN 10'-0". 1/2" WATER RESISTANT GYPSUM BOARD G4 G3 6A ENLARGED SECTION 3"=1'-0" 012508 C\a0504-006A-F SEALANT 1/2" GLASS-MAT BACKER MATERIAL TO 8'-0" AFF PROVIDE 5/8" TYPE X GLASS-MAT BACKER MATERIAL AT RATED CONDITIONS PROVIDE 5/8" TYPE X WATER RESISTANT GYPSUM BOARD AT RATED CONDITIONS 1/2" GLASS-MAT BACKER MATERIAL TO 8'-0" AFF. PROVIDE 1/2" WATER RESISTANT GYPSUM BOARD TO CEILING. PROVIDE 5/8" TYPE X GLASS-MAT BACKER AND 5/8" TYPE X WATER RESISTANT GYPSUM BOARD AT RATED CONDITIONS VERTICAL STAINLESS STEEL INSIDE CORNER TRIM WALL TILE WALL TILE 6B VERTICAL INSIDE CORNER TRIM SECTION 6"=1'-0" 112808 c\A056-006B-F 1/16" GROUT JOINT 1/16" GROUT JOINT 2 TRANSITION AT EXPOSED EDGE OF RESTROOM TILE 3"=1'-0" 042911 C/a056-002 1/2" MAX TRANSITION STRIP. INSTALL WITH MASONRY SCREW ANCHOR AT 12" OC AND SEAL TO FLOOR 3/8" STAINLESS STEEL CORNER TRIM CONT SEALANT BETWEEN TRANSITION AND TILE CONCRETE FLOORING BUTT TRANSITION TO TILE AT WALL SANITARY FLOOR MOLDING TILE BASE TRANSITION TO WALL PORCELAIN TILE 1 FIXTURE HEIGHTS AND CLEARANCES 1/4" = 1'-0" 052711 C\a056-001-f HOSE BIBB (RECESSED) 1'-10 1 2 EQ EQ AFF AFF AFF AFF ABOVE SLAB ABOVE SLAB ABOVE SLAB ABOVE SLAB ABOVE SLAB ABOVE SLAB 5'-2" URINAL SCREENS 5'-0" FLOWER VASE 4'-0" 1'-0" 34" RIM RIM 4'-1" 2'-3" 4'-1" DIAPER STATION 3'-0" 5'-2 3 4 INSTALL PLYWOOD BACKING 4'-0 1 2 COAT HOOK 4'-0" PROVIDE MATCHING SKIRT ON UPPER UNIT COMPLY WITH THIS CHART, ANSI A117.1, AND ADA STANDARDS FOR ACCESSIBLE DESIGN REGULATION REFERENCE IN PARENTHESIS HC (4.15) (4.18) 38"-43" 27" MIN SOAP DISPENSER PAPER TOWEL 4'-0" MAX 4'-1" DIAPER PAD DISPENSER DIAPER DISPENSER/ DISPOSER SANITARY NAPKIN DISPENSER 27" MIN MIN SINGLE ACCESSIBLE COMBINATION 36" MAX ORIFICE HEIGHT ELECTRIC WATER COOLERS 112009 FIXTURE HEIGHTS AND CLEARANCES 5'-0" TURNAROUND TURNING RADIUS TYP SANITARY NAPKIN DISPOSAL ELECTRIC HAND DRYER 15"MIN 15" RIM ACCESSIBLE URINAL 14" ELONGATED LIP STANDARD URINAL 24" RIM 29" CLEAR 40" BO GLASS ACCESSIBLE LAVATORY SEAT DISPENSER C/a057-001 CHILD SAFETY SEAT 2'-1" 1'-2" INSTALL PLYWOOD BACKING CENTER MIRROR OVER LAVATORY 30" BO GLASS 24" RIM RIM (4.19) SOAP DISPENSER MULTIPLE-STATION LAVATORY 34" RIM AT HC UNIT 40" BO GLASS AFF 40" BO GLASS AFF INSTALL PLYWOOD BACKING ATTACH TO NEAREST STUD EITHER SIDE OF SINK 36" MAX ORIFICE HEIGHT 6'-2" DRESSING MIRROR HC EQ EQ 7 TOILET ELEV. 1/4" = 1'-0" a0511-007f 10.06 10.04 6" 10.11 10.09 1'-2" LOCATION OF DISPENSER AT CHILDS TOILET ONLY ℄ 8 TOILET ELEV. 1/4" 1'-0" a0511-008f 10.06 10.14 10.07 8.02 P102 9 TOILET ELEV. 1/4" = 1'-0" a0511-009f 10.12 10.14 10.06 10.04 18 TOILET ELEV. 1/4" 1'-0" a0511-018f 10.13 10.17 10 TOILET ELEV. 1/4" = 1'-0" a0511-010f 10.23 10.10 10.22 10.26 6A A5.11 TYP 6B A5.11 TYP 25 A5.11 TYP AT CORNER 11 TOILET ELEVATION 1/4"=1'-0" a0511-011f 10.14 10.13 10.12 10.06 10.10 10.22 10.15 10.27 10.16 10.31 OPEN TO WALL BEYOND 12 TOILET ELEVATION 1/4" = 1'-0"052711 A056-012-F 10.04 10.04 10.11 10.03 10.09 10.25 10.30 1.01 10.13 13 TOILET ELEV. 1/4" = 1'-0" A0511-013f 10.26 10.23 OPEN TO BEYOND 14 TOILET ELEV. 1/4" = 1'-0" a0511-014f 10.15 10.13 15 TOILET ELEVATION 1/4" = 1'-0" a0511-015f 10.14 10.13 10.12 10.06 10.23 10.13 10.27 OPEN TO WALL BEYOND 10.07 BEYOND TYP 10.22 10.31 10.26 10.14 16 TOILET ELEVATION 1/4" = 1'-0" a0511-016f 10.24 10.04 10.04 10.11 10.03 10.09 10.08 10.24 10.25 10.30 1.01 17 TOILET ELEV. 1/4" = 1'-0" a0511-017f 10.10 OPEN TO WALL BEYOND 10.16 HEADER REF 1-A6.1 6C HEAD 3"=1'-0"012508 C\a0504-006C PORCELAIN TILE ON 1/2" GLASS-MAT BACKER MATERIAL INSTALL SEALANT AT EDGE 3/8" STAINLESS STEEL METAL CORNER GYPSUM BOARD 1.REF A7 FOR SCHEDULE FINISH KEY SHEET NOTES WALL TILE SEALANT 3/8" STAINLESS STEEL METAL TRIM 6D EXPOSED EDGE 3"=1'-0" 082809 C\A0504-006D-F SEALANT WALL FINISH REF PARTITION TYPES AND ELEVATIONS WALL TILE SEALANT 3/8" STAINLESS STEEL METAL TRIM 6E EXPOSED CORNER 3"=1'-0" 062510 C\A0504-006E-F SEALANT WALL FINISH REF PARTITION TYPES AND ELEVATIONS TOILET DETAILS AND ELEVATIONS A5.11 03/09/12 REV #2 24 ALCOVE ELEVATION 1/4" = 1'-0" 033007 C\a056-027-f OPEN TO BEYOND 6C A5.11 STAINLESS STEEL INSIDE CORNER TRIM 1/16" GROUT JOINT STAINLESS STEEL TRIM GYPSUM BOARD FIELD TILE 25 CORNER DETAIL 3"=1'-0"112808 C/a054-028 SEALANT 19 SHOWER ELEV. 1/4" = 1'-0" a0511-019f 10.26 20 SHOWER ELEV. 1/4" = 1'-0" a0511-020f 8.02 P102 10.26 10.14 10.18 21 SHOWER ELEV. 1/4" = 1'-0" a0511-021f 10.18 22 SHOWER ELEV. 1/4" = 1'-0" a0511-022f 10.14 23 SHOWER ELEV. 1/4" = 1'-0" a0511-023f 10.17 1 1 1 BID SET. NOT FOR CONSTRUCTION.

SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: Mar 14, 2012 11:24am USER jellard C:\Users\John Ellard\appdataocal\temp\AcPublish_4880\0600 A6 PARTITION TYPES AND DETAILS5968.dwg 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: THIS DRAWING WAS PREPARED FOR USE Washington, DC (Georgia Ave) DATE ON 12/13/11 DIFFERENT PROJECT SITE OR AT A LATER REFERENCE OR EXAMPLE ON ANOTHER PROPERLY LICENSED ARCHITECTS AND DRAWING FOR REUSE ON ANOTHER CONTRARY TO THE LAW. 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICINGBRACE TO ADJACENT WALL AT CORNER WALL FINISH REF PARTITION TYPES METAL STUDS AS SCHEDULED 20 GAUGE TOP TRACK 20 GAUGE CLIP ANGLE DIAGONAL 5/8" METAL STUD BRACING AT 48" OC AS REQUIRED TO STABILIZE PARTITION 4'-0" MAXIMUM 6 PARTITION BRACING 1 1/2" = 1'-0" 033001 C/a061-006 1.STUDS CONTINUE TO DECK UNLESS NOTED OTHERWISE. REF DEFLECTION TRACK DETAILS FOR REQUIRED DEFLECTION 2.USE 1/2" GYPSUM BOARD ON NON-RATED PARTITIONS UNO 3.REF ROOM FINISH SCHEDULE FOR ROOMS THAT RECEIVE NON-RATED PARTITIONS 4.CONTINUE FINISH MATERIAL TO A MINIMUM OF 4" ABOVE SUSPENDED CEILING SYSTEMS UNO 5.REF PARTITION KEY SYMBOL FOR STUD THICKNESSES 6.WHERE NO CEILING IS INDICATED CONTINUE FINISH TO DECK UNO. MAINTAIN CLEARANCE BELOW STRUCTURE PER DEFLECTION TRACK DETAILS 7.STUD WALLS RECEIVING PLYWOOD SHALL BE 22 GAUGE OR HEAVIER 8.MAXIMUM HEIGHT OF NON LOAD BEARING WALL ABOVE HEADER TO BE 20'-0" 9.REF SPECIFICATIONS FOR LATERAL BRACING OF STUD PARTITIONS 10.PROVIDE ALTERNATING DIAGONAL METAL STUD BRACING FROM DECK TO WALL STUDS ABOVE CEILING AT 48" OC FOR PARTITION STUDS UNDER 6" WIDE REF 6-A6.1 11.USE IMPACT RESISTANT GYPSUM BOARD BEHIND NRP EXCEPT IN GROCERY AREAS 12.ROOMS THAT HAVE 5/8" IMPACT RESISTANT GYPSUM BOARD TO 48" AFF NEED 5/8" GYPSUM BOARD ABOVE 48" AFF. REF A7 FOR LOCATIONS 13.ON RESTROOMS WALLS RECEIVING PORCELAIN TILE THE UPPER (PAINTED) PORTION IS TO BE WATER RESISTANT GYPSUM BOARD IN LIEU OF GLASS-MAT BACKER MATERIAL 14.VERTICAL JOINTS AT CMU/GYPSUM BOARD WALLS ARE TO BE SEALED BOTH SIDES. WALL PENETRATIONS SUCH AS BAR JOISTS, PIPING, CONDUIT, DUCTWORK, ETC. ARE TO BE SEALED 15.FOR FIRE RATING PARTITION LOCATION REFER SHEET F1. GENERAL NOTES C\a061-gn 073010 METAL STUD HEADER 1 HEADER CONNECTION DETAIL 1 1/2" = 1'-0" 082109 C/a0610-001 18 GA TRACK WITH (3) #10 TEK SCREWS EACH SIDE TO HEADER AND (6) #10 TEK SCREWS TO JAMB METAL STUD JAMB SECTIONA SECTION B HEADER MEMBERS (2) 12" x16 GAUGE INTERIOR NON-LOAD BRG PARTITION HEADER SCHEDULE 18'TO26' HEADER LENGTH MINIMUM EFFECTIVE PROPERTIES PER STUD METAL STUD BOTTOM TRACK TOP TRACK 2 STUD HEADERS FINISH AS INDICATED BOTTOM TRACK VARIES BOX BEAM 18 GA TRACK DOUBLE MTL STUD AT JAMBS SECTION A SECTION B Ix = 15.730Sx = 2.334 (2) 6" x18 GAUGE (2) 6" x16 GAUGE (2) 6" x14 GAUGE (2) 8" x18 GAUGE (2) 8" x16 GAUGE (2) 8" x14 GAUGE (2) 10" x14 GAUGE 2'TO6' 6'TO8' 8'TO10' 10'TO12' 12'TO14' 14'TO16' 16'TO18' Ix = 2.042Sx = 0.670 Ix = 2.518Sx = 0.839 Ix = 3.094Sx = 1.031 Ix = 4.134Sx = 1.033 Ix = 5.110Sx = 1.277 Ix = 6.303Sx = 1.576 Ix = 12.325Sx = 2.456 (1) #10 TEK SCREW AT EACH VERTICAL STUD CEILING AS SCHEDULED METAL STUDS SET 1/2" OFF FACE OF WALL CLIPPED AND BENT METAL RUNNER AT 48" OC 4" FACE OF WALL METAL RUNNER EXTEND METAL STUD 4" MINIMUM ABOVE CEILING FRAMING 5 FURRING ATTACHMENT TO WALL 1 1/2" = 1'-0" 033001 C/a060-005 3 CONTROL JOINT AT DOOR JAMB NTS 032610 C/a061-003 SCREW STUD CRIPPLE STUD CLEARANCE 1/4" 3/8" STUD TRACK GYPSUM BOARD DEFLECTION TRACK METAL STUDS PARTITION FLOOR TRACK INSTALL CONTOL JOINT AT LATCH SIDE ONLY ON SINGLE DOORS ZINC CONTROL JOINT STRIP STUD 5/8" TYPE X GYPSUM BOARD 5/8" GAP 5/8" TYPE X GYPSUM BOARD B 1 5/8" DRYWALL SCREWS AT 24" OC VERTICAL GYPSUM BOARD CONTROL JOINT REF SPECIFICATIONS 1 2 2 GYPSUM BOARD CONTROL JOINT 1 1/2" = 1'-0"103108 C/a0610-002 GYPSUM BOARD VERTICAL GYPSUM BOARD CONTROL JOINT REF SPECIFICATIONS A NUMBER INDICATES STUD HEIGHT NO NUMBER INDICATES STUD HEIGHT TO BOTTOM OF ROOF DECK NUMBER INDICATES STUD SIZE AS FOLLOWS: 8" METAL F8 8" CMU F12 12" CMU P8 8" QUIK-BRIK P12 12" QUIK-BRIK OPPOSITE SIDE REFERENCE SIDE LETTER INDICATES PARTITION TYPE REF PLANS AND SHEET A6.1 A3 12 DETAIL: PLAN: 1 1 5/8" METAL 2 2 1/2" METAL 3 3 5/8" METAL 4 4" METAL 6 6" METAL X-XX SOUND ATTENUATION INSULATION FULL WALL THICKNESS CHAIN LINK FENCE INDICATES 48" HIGH PLASTIC LAMINATE WAINSCOT UNO INDICATES 48" HIGH PLYWOOD WAINSCOT ON 2x8 BASE UNO WALL PARTITION COOLER/FREEZER WALL SHEET DETAIL INDICATES 24" HIGH PLYWOOD WAINSCOT ON 2x8 BASE UNO INDICATES WALL COVERING UNO INDICATES BUILDING TAPE INDICATES SILL SEALER/TRIPLE GUARD PARTITION LEGEND C\n010-004 082809 PARTITION TYPES AND DETAILS A6 03/09/12 REV #2 17 TYPICAL AT ALL ROOF AND FLOOR SUPPORTED PARTITIONS 3"=1'-0" 013009 C/a061-017a 1 8 NOTES: 1. PROVIDE VERTICAL SLIP JOINT AT ALL LOCATIONS NOT SPECIFICALLY REFERENCED 2. WHEN FLOOR SUPPORTED PARTITION IS PERPENDICULAR TO JOIST INSTALL DEFLECTION TRACK AT BOTTOM OF JOIST (INCLUDE PORTIONS PARALLEL TO JOIST) ROOF SUPPORTED BULKHEAD FLOOR SUPPORTED PARTITION 20 GAUGE FLOOR SUPPORTED METAL STUD 20 GAUGE METAL STUD ATTACHED TO FLOOR SUPPORTED METAL STUD AT 12" OC EACH SIDE 20 GAUGE ROOF SUPPORTED METAL STUD J MOLD EACH SIDE GYPSUM BOARD VERTICAL MOVEMENT JOINT 5 8 ISOMETRIC NTS ROOFSUPPORTED BULKHEAD FLOORSUPPORTED PARTITION 1/8" 5/8" PLAN ATTACH CEILING JOIST AT EACH STUD WITH (4) #10 TEK SCREWS METAL STUD REF PLAN FOR PARTITION TYPE 6" CEILING JOIST UNLESS NOTED OTHERWISE 15 CEILING JOIST ATTACHMENT 1/2" 1'-0" 062609 C/a061-015 CEILING AS SCHEDULED GYPSUM BOARD EACH SIDE GYPSUM BOARD COVER GYPSUM BOARD SPACER BOTTOM TRACK SEAL ALL WALL OPENINGS AT PENETRATIONS REF PLANS JOIST BEYOND 3" 3" 3" 3" 3" METAL STUDS 3" DEFLECTION TRACK 18 GAUGE WITH 6" DEEP LEGS SECURED TO BOTTOM CHORD OF JOIST TOP TRACK SLIP JOINT 9 PARTITION ATTACHMENT AT PERPENDICULAR JOIST 1/2" 1'-0" 032610 C/a061-009 CUT GYPSUM BOARD TO FIT WITHIN 3/8" OF BOTTOM OF ROOF DECK METAL STUDS CONT SEALANT EACH SIDE MATERIAL REF PARTITION TYPES 2"x 20 GAUGE CONTINUOUS METAL STRAP ATTACH 18 GAUGE 4" DEEP DEFLECTION TRACK WITH #10x1" SCREWS FOR (2) ROWS AT 24" OC TO METAL ROOF DECK AND AT ALL INTERIOR PARTITIONS NOT TO DECK 20 GAUGE TOP TRACK BO DECK 2" 2" 3" METAL STUDS 1" 1" 1" 8 NONRATED DEFLECTION TRACK 1 1/2" = 1'-0"032610 C/a061-008 2"x 20 GAUGE CONT METAL STRAP ATTACH 16 GAUGE 6" DEEP DEFLECTION TRACK WITH #10 TEK SCREWS FOR (2) ROWS AT 24" OC TO METAL ROOF DECK {METAL ROOF DECK} 1" 1" ATTACH GYPSUM BOARD AT TOP ONLY J-MOLD EDGE 3" 3" 3" 3" WALL FINISH REF PARTITION TYPES CUT GYPSUM BOARD TO FIT WITHIN 3/8" OF BOTTOM OF ROOF DECK CONT SEALANT 11 NON-RATED DEFLECTION TRACK 1 1/2"=1'-0" 042409 C/a061-011 A METAL STUDS WHERE NO CEILING IS INDICATED AND AT RATED WALLS, CONTINUE GYPSUM BOARD TO DECK UNO C/a0600-016p 103108 GYPSUM BOARD 033001 WHERE NO CEILING IS INDICATED CONTINUE GYPSUM BOARD AND PLYWOOD TO DECK 1/2" PLYWOOD B GYPSUM BOARD METAL STUDS C/a0600-017p C 1/2" PLYWOOD METAL STUDS WHERE NO CEILING IS INDICATED CONTINUE GYPSUM BOARD AND PLYWOOD TO DECK GYPSUM BOARD C/a0600-018p 033001 WHERE NO CEILING IS INDICATED CONTINUE GYPSUM BOARD AND PLYWOOD TO DECK D GYPSUM BOARD METAL STUDS 1/2" PLYWOOD C/a0600-019p 022803 METAL STUDS E 1/2" PLYWOOD GYPSUM BOARD C/a0600-020p 033001 F CMU C/A0600-021p FOR RATED CONDITION REF 13-A6.0 042911 BATT INSULATION AT EXTERIOR WALLS ONLY GYPSUM BOARD G FOR FURRING ATTACHMENT REF 5-A6.0 FACE OF WALL AS OCCURS METAL STUDS SET 1/2" OFF FACE OF EXTERIOR WALL UNO C/a0600-022p 103108 BATT INSULATION AT EXTERIOR WALLS ONLY FOR FURRING ATTACHMENT REF 5-A6.0 METAL STUDS SET 1/2" OFF FACE OF WALL FACE OF WALL AS OCCURS 1/2" PLYWOOD GYPSUM BOARD H C/a0600-023p 022908 USE 1/2" GLASS-MAT BACKER MATERIAL BEHIND CERAMIC TILE OR NRP IN GROCERY AREAS UNO K C/a0600-026p GYPSUM BOARD METAL STUDS 1/2" PLYWOOD 1/2" PLYWOOD 103108 J 5/8" WATER RESISTANT GYPSUM BOARD CEILING SOUND ATTENUATION BATT CEILING JOIST HORIZONTAL BRACING AT 36" OC VERTICALLY METAL STUDS AT 16" OC C/a0600-024p 022908 1/2" WATER RESISTANT GYP (1/2" GLASS-MAT BACKER BEHIND TILE BELOW) 8" MIN {8"} MIN L C/a0600-027p GYPSUM BOARD METAL STUDS 1/2" PLYWOOD 022908 USE 1/2" GLASS-MAT BACKER BEHIND CERAMIC TILE OR NRP IN GROCERY AREAS UNO M C/a0600-028p GYPSUM BOARD METAL STUDS 1/2" PLYWOOD 033001 N C/a0600-036p GYPSUM BOARD METAL STUDS 3/4" PLYWOOD 1/2" GYPSUM BOARD 083101 T C/a0600-047p 103108 WHERE NO CEILING IS INDICATED AND AT RATED WALLS, CONTINUE GYPSUM BOARD TO DECK UNO METAL STUDS AT 16" OC GYPSUM BOARD 1/2" GLASS-MAT BACKER MATERIAL PROVIDE 5/8" TYPE X GLASS-MAT BACKER MATERIAL AT RATED CONDITIONS FOR FURRING ATTACHMENT REF 5-A6.0 FACE OF WALL AS OCCURS METAL STUDS SET 1/2" OFF FACE OF EXTERNAL WALL UNO 103108C/a0600-051p METAL STUDS AT 16" OC U BATT INSULATION AT EXTERIOR WALL OR AS NOTED ON PLANS WHERE NO CEILING IS INDICATED AND AT RATED WALLS, CONTINUE GYP BOARD TO DECK UNO 1/2" GLASS-MAT BACKER MATERIAL PROVIDE 5/8" TYPE X GLASS-MAT BACKER MATERIAL AT RATED CONDITIONS 1/2" GLASS-MAT BACKER MATERIAL 022908C/a0600-052p METAL STUDS AT 16"OC V W METAL STUDS WHERE NO CEILING IS INDICATED AND AT RATED WALLS, CONTINUE GYPSUM BOARD TO DECK UNO C/a0600-053p 122807 FACE OF WALL GYPSUM BOARD X C/a0600-054p 013009 1/2" GLASS-MAT BACKER MATERIAL WHERE NO CEILING IS INDICATED AND AT RATED WALLS, CONTINUE GYPSUM BOARD AND PLYWOOD TO DECK UNO METAL STUDS AT 16" OC GYPSUM BOARD 1/2" PLYWOOD REFERENCE SIDE OPPOSITE SIDE REFERENCE SIDE OPPOSITE SIDE REFERENCE SIDE OPPOSITE SIDE Z C/a0600-055p 082611 RECLAIMED BRICK MASONRY TIES LOCATED 16" O.C. METAL STUDS 2 GLASS-MAT BACKER MATERIAL GYPSUM BOARD ZA C/a0600-056p 082611 RECLAIMED BRICK LINE OF DOVETAIL SLOT CAST INTO CONCRETE FOUNDATION WALL BEYOND WITH DOVETAIL ANCHORS EVERY 16" O.C. FOUNDATION WALL ZB C/a0600-057p 082611 RECLAIMED BRICK BRICK TIES LOCATED 16" O.C. AND EVERY OTHER CMU COURSE. 8" CONCRETE MASONRY UNITS ZC C/a0600-058p 082611 RECLAIMED BRICK GROUT VOID SOLID P QUIK-BRIK C/A0600-038p FOR RATED CONDITION REF 13-A6.0 082611 R C/a0600-040p 082611 CONTINUE GYPSUM BOARD TO DECK. PROVIDE SEALANT PER UL DES. METAL C-T STUDS AT 24" OC 1" GYPSUM LINER PANEL 5/8" TYPE X GYPSUM BOARD NOTE: REFER TO F1 FOR FIRE RATING REQUIREMENTS STEEL J-RUNNER SEALANT 1" LINER PANEL STEEL C-H STUD (2) 1/2" GYPSUM BOARD PANELS 4 FIRE RATED C-T STUD HEAD DTL. 1 1/2" = 1'-0" 0600-004 WALL FINISH REF PARTITION TYPES 2" 20 GAUGE CONTINUOUS METAL STRAP ATTACH 16 GAUGE 6" DEEP LEG TRACK WITH #10 TEK SCREWS FOR (2) ROWS AT 24" OC TO METAL ROOF DECK 20 GAUGE BREAK METAL CLOSURE AS REQD WHERE WALL IS PARALLEL TO FLUTES TYPE X GYPSUM BOARD. ATTACH AT TOP ONLY 3" 3" J-MOLD EDGE EA SIDE 3" 3" CH METAL STUDS 1" FIRESTOPPING BOTTOM OF DECK 7 FIRE RATED CAPTURE TRACK 1 1/2" = 1'-0"103108C/A061-007 1" 1" 1 SEE STRUCTURAL FOR TOP OF WALL CONDITION METAL ROOF DECK CMU CONT 4"x6"x 22 GAUGE METAL WHERE NO CEILING IS INDICATED 13 CMU AT DECK 1 1/2"=1'-0"013009A060-013 FIRESTOPPING INTO FLUTES AT RATED WALLS REF SPECS USE EXPANDING FOAM IN NON-RATED AREAS REF STRUCTURAL 1 1 1 1 BID SET. NOT FOR CONSTRUCTION.

U.L. DESIGN DETAILS A6.1 02/14/12 REV #1 SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: Feb 13, 2012 1:53pmUSER jellard C:\Users\John Ellard\appdataocal\temp\AcPublish_4756\0605 A6.1 U.L. Design Details 5968.dwg 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: THIS DRAWING WAS PREPARED FOR USE Washington, DC (Georgia Ave) DATE ON 12/13/11 DIFFERENT PROJECT SITE OR AT A LATER REFERENCE OR EXAMPLE ON ANOTHER PROPERLY LICENSED ARCHITECTS AND DRAWING FOR REUSE ON ANOTHER CONTRARY TO THE LAW. 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICING(U.L. DESIGN #419 CONTINUED ON F3) 1 BID SET. NOT FOR CONSTRUCTION.

U.L. DESIGN DETAILS A6.2 02/14/12 REV #1 SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: Feb 13, 2012 1:55pmUSER jellard C:\Users\John Ellard\appdataocal\temp\AcPublish_4756\0610 A6.2 U.L. Design Details 5968.dwg 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: THIS DRAWING WAS PREPARED FOR USE Washington, DC (Georgia Ave) DATE ON 12/13/11 DIFFERENT PROJECT SITE OR AT A LATER REFERENCE OR EXAMPLE ON ANOTHER PROPERLY LICENSED ARCHITECTS AND DRAWING FOR REUSE ON ANOTHER CONTRARY TO THE LAW. 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICING(U.L. DESIGN #419 CONTINUED FROM F2) 1 BID SET. NOT FOR CONSTRUCTION.

SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: Mar 14, 2012 11:56am USER jellard C:\Users\John Ellard\appdataocal\temp\AcPublish_4880\0615 A6.3 INTERIOR WALL SECTIONS 5968.dwg 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: THIS DRAWING WAS PREPARED FOR USE Washington, DC (Georgia Ave) DATE ON 12/13/11 DIFFERENT PROJECT SITE OR AT A LATER REFERENCE OR EXAMPLE ON ANOTHER PROPERLY LICENSED ARCHITECTS AND DRAWING FOR REUSE ON ANOTHER CONTRARY TO THE LAW. 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICINGINTERIOR WALL SECTIONS A6.3 03/09/12 REV # 2 1.REF SHEET A7 FOR SCHEDULE FINISH KEY SHEET NOTES a0650-gn 043010 1 WALL SECTION 3/4"=1'-0" a0630-001 100'-0" FIRST FLOOR G 10'-0" GYPSUM BOARD EACH SIDE REF PARTITION TYPES 2x4 VERTICAL BLOCKING ONE ATTACHMENT PER STUD REF SPECIFICATIONS 6"x 20 GAUGE STUDS AT 16" OC JOIST 2x4 CONTINUOUS BLOCKING 6'-0" 2x4 CONTINUOUS BLOCKING AT 48" AFF TO CENTER OF BLOCKING 2 A9 SALES RECEIVING CONCRETE SLAB PROTECTIVE SURFACING ON 5/8" IMPACT RESISTANT GYPSUM BOARD 4'-0" ROOF SYSTEM A6 SIM. 2 WALL SECTION 3/4"=1'-0" a0630-002 100'-0" FIRST FLOOR G 111'-0" TO FREEZER COOLER PANEL BY OWNER COOLER BOX MFR TO COORDINATE SIZE OF OPENING WITH GLASS DOOR MFR NOTE: FASTENERS ATTACHING TRACK AND GYPSUM BOARD TO COOLER BOX NOT TO EXCEED 1 1 2". NOTCH TRACK @ COOLER PANEL BOLTS INSTALL STUDS FLUSH WITH FACE OF COOLER/FREEZER BOX 1/2" GYSUM BOARDS ON 3 X 20 GAUGE METAL STUDS @ 16" O.C. SALES DAIRY COOLER METAL JOIST. REF STRUCTURAL 11 A6 ROOF SYSTEM G ROOFING SYSTEM 6"x 20 GAUGE METAL STUDS AT 16" OC BASE FLASHING ROOF HATCH REF SPECIFICATIONS ANGLE FRAME REF STRUCTURAL 2x6 BLOCKING AT ALL LADDER SUPPORTS TYPICAL 1/2"x1/2" STEEL BAR STRINGER 3/4" DIAMETER 18" LONG METAL RUNG AT 12" OC WELD TO 1/2" FLAT BAR STRINGER DOUBLE 20 GAUGE STUDS AT EACH SIDE OF LADDER ALIGNED WITH BENT BAR 3"x3"x1/4" CLIP ANGLE AT EACH STRINGER BOLTED TO FLOOR SLAB WITH 3/4" BOLT SLOTTED HOLE FOR FIELD ADJUSTMENT 7" P5 112'-0" 2'-41 2 INSTALL HATCHGRIP LADDER SAFETY EXTENSION A9 3/16 INSTALL SUPPORT TUBE RAIL PER MANUFACTURER'S DETAIL 2 1/2"x3/8" BENT STEEL BAR WELDED TO LADDER IN FIELD OR BOLTED TO LADDER WITH 3/4" BOLTS ALIGNED BETWEEN VERTICAL SLOT IN LADDER AND HORIZONTAL SLOT IN BAR ATTACH TO BLOCKING WITH 1/2" DIAMETER LAG BOLT 24" WIDE METAL LADDER 1/2" GYPSUM BOARD 4'-0" OC TYP. SAFETY LADDER CAGE P5 3 WALL SECTION 3/4"= 1'-0" a0630-003 SALES RECEIVING 100'-0" FIRST FLOOR JOIST 9 A6 SIM. SLOT 2 2 2 BID SET. NOT FOR CONSTRUCTION.

SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: Mar 14, 2012 12:04pm USER jellard C:\Users\John Ellard\appdataocal\temp\AcPublish_4880\0620 A6.4 INTERIOR WALL SECTIONS 5968.dwg 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: THIS DRAWING WAS PREPARED FOR USE Washington, DC (Georgia Ave) DATE ON 12/13/11 DIFFERENT PROJECT SITE OR AT A LATER REFERENCE OR EXAMPLE ON ANOTHER PROPERLY LICENSED ARCHITECTS AND DRAWING FOR REUSE ON ANOTHER CONTRARY TO THE LAW. 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICINGINTERIOR WALL SECTIONS A6.4 02/06/12 REV #1 03/09/12 REV #2 1.REF SHEET A7 FOR SCHEDULE FINISH KEY SHEET NOTES a0640-gn 103108 1 WALL SECTION 3/4"=1'-0" a0610-001 112'-0" MEZZANINE 100'-0" FIRST FLOOR 11 A6 CUSTOMER SERVICE SALES BREAK ROOM 108'-6" BO BULKHEAD CEILING AS SCHEDULED 1 A6 8" X 20 GAUGE METAL STUDS @ 16" O.C. STEEL BEAM. REF STRUCT. 4" X 20 GAUGE METAL STUDS @ 16" O.C. 4'-0" 6" X 20 GAUGE METAL STUDS @ 16" O.C. 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD CEILING JOIST. REF STRUCTURAL CEILING AS SCHEDULED 5/8" GYPSUM BOARD 5/8" IMPACT RESISTANT GYPSUM BOARD UP TO 48" PROTECTIVE WALL SURFACING WITH INSIDE AND OUTSIDE CORNER TRIP UP TO 48" BASE. REF FINISH SCHEDULE. CONCRETE SLAB W/ MTL DECK, REF STRUCTURAL 6" MIN 6" MIN 2 WALL SECTION 3/4"=1'-0" a0620-002 112'-0" MEZZANINE 100'-0" FIRST FLOOR CUSTOMER SERVICE AP OFFICE VESTIBULE ALCOVE CEILING AS SCHEDULED 6" MIN 6" MIN 6" MIN 5/8" GYPSUM BOARD 6" X 20 GAUGE METAL STUDS @ 16" O.C. 5/8" IMPACT RESISTANT GYPSUM BOARD UP TO 48" 4'-0" PROTECTIVE WALL SURFACING WITH INSIDE AND OUTSIDE CORNER TRIP UP TO 48" BASE EACH SIDE. REF FINISH SCHEDULE. EXPOSED CONCRETE RECLAIMED BRICK STEEL BEAM. REF STRUCTURAL STEEL BEAM. REF STRUCTURAL CONCRETE SLAB W/ MTL DECK, REF STRUCTURAL 5/8" IMPACT RESISTANT GYPSUM BOARD UP TO 48" PROTECTIVE WALL SURFACING WITH INSIDE AND OUTSIDE CORNER TRIP UP TO 48" BASE EACH SIDE. REF FINISH SCHEDULE. 5/8" GYPSUM BOARD 6" X 20 GAUGE METAL STUDS @ 16" O.C. 22 GAUGE ECONOLAP 3/4" PROFILE ALUM. SOFFIT 4'-0" 3 WALL SECTION 3/4"= 1'-0" a0610-003 100'-0" FIRST FLOOR COUNTING ROOM 116'-2" TOS BASE EACH SIDE REF FINISH SCHEDULE PROTECTIVE SURFACING WITH LOW IMPACT CORNER GUARDS AT EXPOSED EDGES (SALES) 4'-0" 5/8" GYPSUM BOARD CEILING AS SCHEDULED EXPOSED CONCRETE EACH SIDE 5/8" INPACT RESISTANT GYPSUM BOARD UP TO 48" AFF. ROOF SYSTEM 6"x 20 GAUGE METAL STUDS AT 16" OC STEEL BEAM REF STRUCTURAL 6" MIN. 6"x 20 GAUGE METAL STUDS AT 16" OC 5/8" GYPSUM BOARD (4) #10 TEK SCREWS MIN STUD TO STUD CONNECTION TYP UNO 3 A3.8 SIM. 2 A4.4 SIM. QUIK-BRIK EXT. WALL CONSTRUCTION. REF EXT. WALL SECTIONS 112'-0" BO SOFFIT 1'-0" L1 1/2x1 1/2x16 GA CONT, ATTACH WITH (1) #10 TEK SCREW AT EACH LEG OF EACH STUD 3 5/8"x 20 GAUGE METAL STUDS AT 16" OC 3'-10" ATTACH L2x2x 16 GAUGE TO TOP AND BOTTOM CHORDS WITH (3) #12 TEK SCREWS TYP ROOF SYSTEM B.2 4 91 2 128'-8" TOS SALES 2"2" 1'-6" 1/2" DENS DECK REINFORCED TPO ROOFING MEMBRANE 6 A4.4 SIM 11 A6 VERTICLIP, SEE STRUCTURAL PRECAST CONCRETE COPING METAL STUDS, REF STRUCTURAL 1/2" EXTERIOR SHEATHING MASONRY TIES, REF STRUCTURAL 2 2 2 1 BID SET. NOT FOR CONSTRUCTION.

SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: Mar 14, 2012 12:05pm USER jellard C:\Users\John Ellard\appdataocal\temp\AcPublish_4880\0625 A6.5 INTERIOR WALL SECTIONS 5968.dwg 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: THIS DRAWING WAS PREPARED FOR USE Washington, DC (Georgia Ave) DATE ON 12/13/11 DIFFERENT PROJECT SITE OR AT A LATER REFERENCE OR EXAMPLE ON ANOTHER PROPERLY LICENSED ARCHITECTS AND DRAWING FOR REUSE ON ANOTHER CONTRARY TO THE LAW. 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICINGINTERIOR WALL SECTIONS A6.5 02/14/12 REV #1 03/09/12 REV #2 1.REF SHEET A7 FOR SCHEDULE FINISH KEY SHEET NOTES a0650-gn 043010 1 WALL SECTION 3/4"= 1'-0" a0620-001 100'-0" FIRST FLOOR ALCOVE 116'-2" TOS 107'-0" HEADER 5/8" GYPSUM BOARD CEILING AS SCHEDULED ROOF SYSTEM 6"x 20 GAUGE METAL STUDS AT 16" OC STEEL BEAM REF STRUCTURAL 6" MIN. 4"x 20 GAUGE METAL STUDS AT 16" OC 2 A4.4 SIM. QUIK-BRIK EXT. WALL CONSTRUCTION. REF EXT. WALL SECTIONS 11 A6 CORNER BEADS TYP B.2 128'-8" TOS 1 A6 6" PLASTIC BASE BEYOND CONT SEALANT AT CONT ALUMINUM METAL EDGE TRIM BEYOND 6"x 20 GAUGE METAL STUDS AT 16" OC 5/8" GYPSUM BOARD 112'-0" BO SOFFIT 1'-0" L1 1/2x1 1/2x16 GA CONT, ATTACH WITH (1) #10 TEK SCREW AT EACH LEG OF EACH STUD 5/8"x 20 GAUGE METAL STUDS AT 16" OC 3'-10" ATTACH L2x2x 16 GAUGE TO TOP AND BOTTOM CHORDS WITH (3) #12 TEK SCREWS TYP 1 2 9 3 A3.8 SIM. SALES (4) # 10 TEK SCREWS MIN STUD TO STUD CONNECTION TYP UNO 2"2" 1'-6" 1/2" DENS DECK REINFORCED TPO ROOFING MEMBRANE PRECAST CONCRETE COPING VERTICLIP, SEE STRUCTURAL ROOF SYSTEM METAL STUDS, REF STRUCTURAL 1/2" EXTERIOR SHEATHING MASONRY TIES, REF STRUCTURAL 6 A4.4 SIM 100'-0" FIRST FLOOR 116'-2" TOS 128'-8" TOM 2 WALL SECTION 3/4"= 1'-0" a0620-002 4'-0" ADD LIGHT PLASTIC LAM. HATCH PROTECTIVE SURFACING ON IMPACT & WATER RESISTANT GYPSUM BOARD 6" PLASTIC ICE MACHINE ALCOVE 2 A4.4 SIM. 11 A6 SIM. 5/8" GYPSUM BOARD 109'-0" BO SOFFIT ROOF SYSTEM STEEL BEAM REF STRUCTURAL QUIK-BRIK EXT. WALL CONSTRUCTION. REF EXT. WALL SECTIONS 3 A3.8 SIM. 5/8" GYPSUM BOARD ROOF SYSTEM STEEL BEAM REF STRUCTURAL 6"x 20 GAUGE METAL STUDS AT 16" OC 1'-0" L1 1/2x1 1/2x16 GA CONT, ATTACH WITH (1) #10 TEK SCREW AT EACH LEG OF EACH STUD (4) #10 TEK SCREWS MIN STUD TO STUD CONNECTION TYP UNO 112'-0" BO SOFFIT ICE MACHINE ALCOVE 3'-10" 8'-1" 1 2 41 2 ELEVATOR 1/2" GYPSUM BOARD FRAMMING REF. STRUCTURAL 3 5/8" X 20" GAUGE METAL STUDS AT 16" OC 1'-6" 2"2" VERTICLIP, SEE STRUCTURAL ROOF SYSTEM METAL STUDS, REF STRUCTURAL 1/2" EXTERIOR SHEATHING MASONRY TIES, REF STRUCTURAL 11 A6 6 A4.4 SIM PRECAST CONCRETE COPING 1/2" DENS DECK REINFORCED TPO ROOFING MEMBRANE 2 2 1 BID SET. NOT FOR CONSTRUCTION.

CT11,G4CT18,G4G,TCT19,CT20CT18,G4G,TCT19,CT20CT18,G4G,TCT19,CT20CT18,G4G,TCT19,CT20GP339'-0"

SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: Mar 19, 20122:47pm USER jstampfl C:\Users\jstampfl\AppDataocal\Temp\AcPublish_3304\0700 A7-ROOM FINISH SCHEDULE5968.dwg 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: THIS DRAWING WAS PREPARED FOR USE Washington, DC (Georgia Ave) DATE ON 12/13/11 DIFFERENT PROJECT SITE OR AT A LATER REFERENCE OR EXAMPLE ON ANOTHER PROPERLY LICENSED ARCHITECTS AND DRAWING FOR REUSE ON ANOTHER CONTRARY TO THE LAW. 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICINGSCHEDULE FINISH KEY C\a070-fk REF SPECIFICATIONS FOR EXACT COLORS REQUIRED MARKFINISH COLOR DESCRIPTION NRP1NON-FIBERGLASS REINFORCED PLASTIC NRP WALL PANEL ACT1ACOUSTICAL CEILING SYSTEM WHITE 24"x48"x5/8" ACT2ACOUSTICAL CEILING SYSTEM WHITE 24"x48"x5/8" VINYL FACED ALUMINUM UNPERFORATED ACT3ACOUSTICAL CEILING SYSTEM WHITE 24"x48" B6PLASTIC BASE BLACK 6"x1/4" P5 WB2x8 WOOD BASE CONCRETE CURB CC P33 P40 CUSHION BACK CARPET TILE C1 PL19 PLASTIC LAMINATE CHAMPAGNE P36 EC M1INTEGRAL COLORED BLOCK EXPOSED CONCRETE CLEAR SEALER B9 4"x1/4" PLASTIC BASE BLACK PVC1 PVC PLANK FLOORING WOODGRAIN CT2ENTRY TILE 12"x24"x3/8" RED BROWN ACCENT TILE CT20 3"x12"x3/8" BROWN GLAZED WALL TILE CT18 12"x1 1/2"x3/8" G2GROUT DARK GRAY 12"x24"x3/8" IVORY GLAZED WALL TILE CT19 LT TAN GROUT G3 CT11PORECELAIN FLOOR TILE BROWN 12"x24"x3/8" BROWN GROUT G4 CENTER TRESPA PANEL SADDLE TAN DARK BROWN TRESPA PANEL P83 P85 WP1TRESPA PANEL WP2TRESPA PANEL ICCINTEGRAL COLORED CONCRETE PL4 P76 PLASTIC LAMINATE MAPLE PF4STANDING METAL SEAM LEAD COTE BEIGE GROUT SS G13 STAINLESS STEEL P18 P16 WHITE REF SPECIFICATIONS SANITARY COVE BASE ANTIMICROBIAL PLASTIC TAN SCB7 P15 P100 P102 "SUMMIT GRAY"SW #7669 "MEDIUM WALMART BLUE"#076 "COBBLE BROWN"SW #6082 "ROOKWOOD CLAY"SW #2823 "SAFETY YELLOW"OSHA STANDARD "SOFTWARE" SW #7074 "STONE LION"SW #7507 "DOVER WHITE"SW #6385 "DOMINO" SW #6989 "GARDENIA" SW #6665 "NOTABLE HUE"SW #6521 "BEACH HOUSE"SW #7518 082710 P103 "TOASTY" SW #6095 P6 "HONORABLE BLUE"SW #6811 PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT P94 "TRICORN BLACK"SW #6258 PAINT PS1PROTECTIVE SURFACING P93 MEDIUM BLUE "TAMARIND" SW #7538 PAINT REF SPECIFICATIONS P104 "FIREWORKS"SW #6867 PAINT P105 "ICELANDIC" SW #6526 PAINT P106 "AFTERNOON"SW #6675 PAINT P107 "STRAW HARVEST"SW #7698 PAINT P17 "ROW HOUSE TAN"SW #7689 PAINT IVORY PORCELAIN WALL TILE CT25D 6"x12"x3/8" CARAMEL CT34 CUT FROM 12"x12" SHEETS, REF ELEVATIONS PORCELAIN WALL TILE SST4SOLID SURFACE COUNTERTOP TUSCANY CANYON B11 10"x5/8" PLASTIC BASE BLACK PF83SECTIONAL OVERHEAD DOOR MATCH P83 'COBBLE BROWN' PF7 ECONOLAP 3/4" ALUM. SOFFIT PS2PROTECTIVE SURFACING PEARL GRAY PF5 STANDING METAL SEAM MATTE BLACK POLISHED P130 "BLACK MAGIC"SW #6991 PAINT P132 TBD SW #--- PAINT COLOR TO BE FIELD SELECTED BY ARCHITECT TO MATCH RECLAIMED BRICK FACTORY FINISHED SILVERSMITH",BY CENTRIA PF130ELEVATOR & SECTIONAL OVERHEAD DOOR M3 M4 QUIK-BRIK RECLAIMED BRICK PROMENADE RECLAIMED BRICK PCPRECAST CONCRETE WHITE MATCH P130 'BLACKMAGIC' METAL CURB RAIL CM BRUSHED STEEL ECMGEXPOSED CONCRETE MEASURED GLOSSCLEAR SEALER SCHEDULE NOTES: C\a070-sn 1 2 3 4 5 DO NOT PAINT WALLS, REFER TO SPECIFICATIONS FOR FINISHING 6 7 8 INSTALL 4'-0" HIGH PLASTIC LAMINATE WAINSCOT WITH EDGE TRIM AT ALL EXPOSED EDGES 9 10 NOT USED 11 REFER TO EXTERIOR ELEVATIONS FOR PAINT COLOR LOCATIONS 13 14 INDICATES WALLS AND CEILINGS ABOVE MANUFACTURED EDC UNIT 15 REFER TO INTERIOR ELEVATIONS AND FINISH PLAN FOR AREAS WITH DECORATIVE FINISHES 16 REFER TO DETAIL 5-A7 FOR NRP PANEL ON WALL BEHIND MOPSINK AND WASTE OIL TANK AND CADDY 17 18 19 20 PAINT P15 TO 4'-0" AFF WITH P105 REMAINDER OF WALL 21 22NOT USED 24 REFER TO SHEET GA4 FOR COVE BASE INSTALLATION DETAILS 25 26 NOT USED PROVIDE CONTINUOUS SILICONE CAULK BEAD WITH FINGER COVE AT FLOOR/WALL JUNCTURE 23 NOT USED INSTALL 1/2" PLYWOOD WAINSCOT WITH TOP EDGE EASED 48" BEHIND 2x8 WOOD BASE AT GYPSUM WALLS ONLY WHERE INDICATED ON PLANS INSTALL 4'-0" HIGH PROTECTIVE SURFACING WAINSCOT INSTALL 1/2" PLYWOOD WAINSCOT 24" BEHIND 2x8 WOOD BASE AT GYPSUM WALLS ONLY REF PLANS FOR LOCATIONS 12 WALL MATERIALS BELOW 8'-0" AFF, CEILING MATERIALS AND ALL FINISHES BY OTHERS 27 INSTALL 5/8" IMPACT RESISTANT GYPSUM BOARD TO 48" AFF 29 USE EPOXY PAINT WHEN PAINTING CMU WALLS IN PREP AREAS PAINT EXPOSED HVAC DUCT WORK AND PNEUMATIC TUBES P33 REFER TO DETAIL 7-A1.1 FOR COLUMN PAINT 30 REF SHEET GA5 FOR INSTRUCTIONS ON PAINTING EXPOSED REFRIGERATION LINES ABOVE SALES FLOOR 32 31 CARPET OR ENTRY TILE AND TRANSITION STRIP FURNISHED BY WALMART, INSTALLED BY GC STOP PLYWOOD SUBSRATE AT TOP OF CEILING JOISTS NOT USED USE B6 AT EXTERIOR OF CLOSET NOT USED 28PAINT BOTH SIDES OF WINDOW FRAME P16 062510 33 34 35 DO NOT PAINT STRUCTURE ABOVE NOT USED NOT USED REF GROCERY ARCHITECTURAL DETAILS FOR BOTTOM OF SOFFIT PAINT COLORS SUPPLY AND RETURN AIR GRILLES IN WALLS OR BULKHEADS TO REMAIN MILL FINISH WHITE. IF SURROUNDING WALL OR BULKHEAD IS P76, PAINT GRILLE TO MATCH NOT USED 36 ALL EXPOSED STEEL TO BE PAINTED P130 37 ALL COLUMNS TO BE PAINTED P76 UP TO 48" AFF UNO. REFER TO DETAIL 8-A1.1 FOR COLUMN PAINT 38 ALL COLUMNS WITH FIRE ALARM PULL STATIONS ARE TO BE PAINTED P104 FROM TOP TO BOTTOM. REFER TO DETAIL 8-A1.1 FOR COLUMN PAINT 39 UNDERSIDE OF DECK TO BE SPRAYED WITH FIRE PROOFING. REFER TO SPECIFICATIONS 40 FILLER WALL TO CAP END OF STAIRS TO BE PAINTED P130 & CONSTRUCTED OF IMPACT RESISTANT GYP. INSTALL 4'-0" HIGH PROTECTIVE SURFACING WAINSCOT BEHIND 2x8 BASE AT GYPSUM WALLS ONLY. REF 4-A9 SCHEDULE MATERIAL KEY C\a070-mk MARKDESCRIPTION A CONCRETE B GLASS AND ALUMINUM FRAME CSMOOTH FACE CMU D SPLIT FACE CMU E CHAINLINK EXPOSED STRUCTURE GGYPSUM BOARD JSHADECLOTH PLYWOOD M ORNAMENTAL FENCE N COOLER/FREEZER PANEL T GLASS-MAT BACKER MATERIAL S WATER DRAINAGE EIFS V QUICK BRICK U CORRUGATED METAL W RECLAIMED BRICK PHARMACY 120\a070-rfs-pm 300PHARMACY C1 B9G P40 B9G P40 B9G P40 B9G P40 ACT1---9'-0" 19300 301PHARMACY TOILET ECMG B9G NRP1 B9G NRP1 B9G NRP1 B9G NRP1 GP3310'-0" ---301 302PHARMACY CHECKOUT C1 B9G P40 B9GPL4,P105B9GPL4,P105FP33--- 8, 19302 GROCERY C\a070-rfs-gr 913DELI UTILITY EC SCB7N, TREF GA3SCB7TREF GA3SCB7T NRP1SCB7TNRP1 ACT2---9'-10"15, 24913 921BAKERY EC SCB7TREF GA3SCB7TREF GA3SCB7TREF GA3SCB7TREF GA3ACT2---9'-10"15, 24921 932PRODUCE COOLER EC ---N ---N ---N ---N N---12'-0" 27932 962MEAT COOLER EC ---N ---N ---N ---N N---12'-0" 27962 973DAIRY COOLER EC ---N ---N ---N ---N N---11'-0" 27973 993HALLWAY EC WBG, L WBG, L ---C WBG, L--- FP33--- 5 993 972GROCERY FREEZER EC ---N ---N ---N ---N N---12'-0" 27972 931DRY PRODUCE PREP EC SCB7T NRP1SCB7N, TREF GA3SCB7T NRP1SCB7TNRP1 ACT2---11'-10"15, 24931 971ICE CREAM FREEZER EC ---N ---N ---N ---N N---12'-0" 27971 961MEAT UTILITY EC SCB7N SCB7T NRP1SCB7T NRP1SCB7TNRP1 ACT2---11'-10"15, 24961 912DELI PREP EC SCB7TREF GA3SCB7TREF GA3SCB7N, TREF GA3SCB7N ACT2---9'-10"15, 24912 915POULTRY COOLER EC ---N ---N ---N ---N N---10'-0" 27915 926BAKERY FREEZER EC ---N ---N ---N ---N N---10'-0" 27926 982MECH #1 EC ---E ---E, G, L ---E, G, L ---E FP33--- ---982 900GROCERY SALES ECMG B6, SCB7G, NP106B6, B11G, NP106B6, SCB7G, NP106 FP33---3,6,9,15,19,30900 911SERVICE DELI EC SCB7TREF GA3SCB7TREF GA3SCB7TREF GA3SCB7TREF GA3ACT2---9'-10"15, 24911 914DELI COOLER EC ---N ---N ---N ---N N---10'-0" 27914 916DELI FREEZER EC ---N ---N ---N ---N N---10'-0" 27916 923BAKERY UTILITY EC SCB7T NRP1SCB7N, TREF GA3SCB7T NRP1SCB7N,TREF GA3ACT2---9'-10"15, 24923 925BAKERY COOLER EC ---N ---N ---N ---N N---10'-0" 27925 G3,P33 G3,P33 G3,P33 G3,P33 G3,P33 G3,P33 G3,P33 G3,P33 100SALES ECMG,PVC1 B6B,C, W,GP105 B6V P105 B6V P105 FP33VARIES2,3,6,9,100 101VESTIBULE ECMG ---B ---B ---B ---B UPF711'-0"2,15,19,29,36101 104CART STORAGE EC CMB CMW M4 CMWM4,PF130------ UPF718'-0"15,36104 106RETURN STORAGE EC B6G P105 B6GP106,PL4B6G P105 B6GP106,PL4UP33---2,8,15,29106 107CASH ECMG B9C P100 B9G P100 B9C P100 B9G P100 G---9'-0" ---107 108COUNTING ECMG B9G P100 B9G P100 B9C,G P100 B9G P100 G---9'-0" ---108 113STORE MANAGER'S OFFICE ECMG B9B,G P100 B9G P100 B9G P100 B9G P100ACT1---VARIES36113 119AP OFFICE ECMG ---G,L P100 B9G P100 B9G,L P100 B9G,L P100ACT1---9'-0" ---119 131ICE MACHINE ALCOVE ECMG B6GP105,PS1------ B6GP105,PS1B6GP105,PS1GP769'-0" 2,29131 151BREAK ROOM ECMG B6B,G PL19 B6GP107,PL19B6GP93,PL19B6B,GP93,PL19ACT1---VARIES8,15,36151 153UPC/UPS EC B9G P100 B9G P100 B9G P100 B9G P100ACT1---9'-0" ---153 165MEN

15165 166WOMEN

15166 167FAMILY TOILET

15167 168SITE TO STORE STORAGE EC ---C WBG,L ---C,G,L WBG,L FP33--- 1,5168 171INVOICING EC B9G P100 B9G P100 B9G P100 B9C P100ACT1---9'-0" 28171 172TRAINING ECMG B9GP76,PS1B9GP100,PS1B9GP100,PS1B9GP106,PS1ACT1---VARIES 172 173PERSONNEL ECMG B9G P100 B9G P100 B9G P100 B9G P100ACT1---VARIES28173 178RECEIVING EC WB,B6G,L B6C,G ---V ---V FPF7---1,4,5,16,32178 105CUSTOMER SERVICE ECMG B6GP105, P106B6GP105,PS1B6GP105,P106,B6--- P105ACT1P339'-0"2,8,15,29105 PL4,PS1,M4 15,19,29 PS1,PL4 PL4,PS1 PS1 G3,P33 G3,P33 G3,P33 G3,P33 175AD OFFICE ECMG B9B,GP100,P130B9G P100 B9G P100 B9G P100ACT1---VARIES36175 164ALCOVE CT11, G4CT18, G4G,TCT19, CT20,CT18, G4G, TCT19, CT20,CT18, G4G, TCT19, CT20,CT18, G4G, TCT19, CT20,GP339'-0" 15164 122EDC-2 EC ---C ---G ---C ---G FPF7--- 122 161HALLWAY ECMG B6GP100, PS1B6GP100, PS1B6GP100, PS1B6GP100, PS1ACT1P338'-0"2, 18, 29161 163ALCOVE ECMG B6GP105, PL4B6GP105, PL4B6GP105, PL4B6GP105, PL4ACT1---10'-0"2, 8, 29163 102VESTIBULE ECMG ---B PCB,W M4 ---W,GM4,P76,PS1---C,GP105,PS1,PF130UPF7VARIES2,15,19,29,36102 158JANITOR ECMG B6G, LNRP1 B6G,L NRP1 B6G, LNRP1 B6G, LNRP1 FP33---1, 4, 5, 16158 180HALLWAY ECMG B6GP105, PS2B6GP105, PS2B6GP105, PS2B6GP105, PS2GP339'-0"2, 18, 29180 003ELEVATOR MECHANICAL ROOM EC ---A ---C ---C ---C FP33--- 5, 39003 160ELEVATOR MECHANICAL ROOM ECMG ---G ---G ---G ---G FP33--- 160 159PUMP ROOM EC ---C ---A ---C ---A FP33--- 5, 39159 004ESCALATOR MECHANICAL ROOM ECMG ---W,A M4 ---A ---C,G FP33--- 5, 39004 002PARKING VESTIBULE ECMG ---W,GM4,P130---B,W M4 ---W M4 CMWM4,PF130UPF7--- 15,40002 103GM ISD ECMG B9G P100 B9G P100 B9G P100 B9G FP3310'-0" 103 MEZZANINE FIRST FLOOR PARKING LEVEL 005EDC-3 ECMG ---G ---C ---C ---G FP33--- 5, 39005 192WOMEN EC B9G NRP1 B9G NRP1 B9G NRP1 B9G NRP1 GP89'-0" ---192 191MEN EC B9G NRP1 B9G NRP1 B9G NRP1 B9G NRP1 GP89'-0" ---191 G3,P33 G3,P33 G3,P33 G3,P33 183SHOWER CHANGING AREA CT11,G4CT18,G4G,TCT19,CT20CT18,G4G,TCT19,CT20CT18,G4G,TCT19,CT20CT18,G4G,TCT19,CT20G,TP339'-0" 15183 181MEN ECMG B9G NRP1 B9G NRP1 B9G NRP1 B9G NRP1 GP339'-0" ---181 182WOMEN ECMG B9G NRP1 B9G NRP1 B9G NRP1 B9G NRP1 GP339'-0" ---182 006BFP ROOM EC ---C ---A ---C FP33--- 5, 39006 001PARKING GARAGE EC ---A P33 ---A P33 ---A P33 ---A P33 F---VARIES37, 38, 39001 ROOM FINISH SCHEDULE RM # ROOM NAME PLAN FLOOR WALL CEILINGS NOTES REFERENCE C D ORIENTATION FINISH BASE MAT FINISH BASE MAT FINISH BASE MAT FINISH BASE MAT FINISH MAT FINISH HEIGHT A B RM # C\rfs-head APPLY WITH ADHESIVE AND ANCHOR WITH SMOOTH HEAD ANCHORS AS SHOWN COMPACTOR DOOR OPENING NRP1(2) 4'x10' PANELS 2'-4" 2'-4" 10'-0" 4'-0" 8'-0" TRIM TOP AND SIDE EDGES WITH NRP J-TRIM 2 ELEVATION 1/4" 1'-0"022709 C/a070-002 CONT SEALANT AROUND FRAME SEALANT AT ALL EDGES OF NRP GENERAL NOTES C\a070-sgn B A C EXTERIOR PIPE BOLLARDS P5 ROOF HATCH P5 D E PAINT ALL METAL DOOR FRAMES VISIBLE TO CUSTOMER (EXCEPT DOORS IN EXTERIOR WALLS) WITH EPOXY PAINT. REFER TO SPECIFICATIONS FOR ALTERNATE PRODUCTS PAINT CMU P105 BEHIND ALL FURRED WALLS 121809 ROOM FINISH SCHEDULE A7 03/09/12 REV #2 03/09/12 REV #3 5 ELEVATION AT MOP SINK 1/4"=1'-0"052507 C/a070-005 B6 MOP SINK 4'x8' SHEET OF NRP WITH J-MOLD & SEALANT ON ALL EDGES APPLY WITH ADHESIVE AND SHOOTH HEAD ANCHORS AS SHOWN B6 BASE AS SCHEDULED 8'-0" 4'-0" NOTE: PROVIDE MIN 4' WIDE NRP1 PANELS AND BASE AT WALLS/WALK-IN PANELS ADJACENT TO MOPSINK REF PLANS SEAL MOPSINK AT FLOOR LINE AND ADJACENT TO WALLS CONT SEALANT. DO NOT SEAL ACCESS PANEL, TYP SEE PLANS FOR COUNT AND CONFIGURATION OF DRINKING FOUNTAINS 1 DRINKING FOUNTAIN ELEVATION 1/4" = 1'-0" 103108 C/a070-001b NOTE: REF A5.11 FOR FIXTURE HEIGHTS AND CLEARANCES TENANTS A070-RFS-TS 800TENANT EC ---B,G ---G ---G ---G 12800 810TENANT EC ---B,G ---G ---G ---G 12810 3 NOT USED 4 NOT USED 1 1 1 1 2 BID SET. NOT FOR CONSTRUCTION.

1 2" 2" 2" C/a080-01 113001 HOLLOW METAL 2 2" 4" 2" C/a080-02 113001 HOLLOW METAL 4 4" 4" 2" 2" C/a080-04 113001 HOLLOW METAL 2'-0" HIGH IMPACT BUMPER ON EACH SIDE OF DOOR CLEAR VIEW VISION PANEL 5"x18" STEEL JAMB GUARDS C/a080-dre E FULL HEIGHT TRAFFIC 032610 032610 HALF GLASS G C/a080-drg 6" 6" 3'-0" 3'-6" AFF MAX 032610 NARROW LITE N C/a080-drn 1'-8" 6" 5" 3'-7" AFF MAX AFF MAX SIDE FOLDING GRILLE (SEE DOOR SCHEDULE FOR SINGLE OR BI-PARTING) SLIDE C/a080-drx X SIDE FOLDING GRILLE 112604 SCHEDULE NOTES C\a080-ds-notes 1 SCHEDULED WIDTH AND HEIGHT ARE OPENING SIZE 2 SIGNAGE: PROVIDE 1" HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND TEXT TO READ "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". SIGNAGE FURNISHED BY WALMART AND INSTALLED ON EGRESS SIDE OF DOOR BY GENERAL CONTRACTOR. 4 NOT USED INSTALL LIFT CLEARANCE TRACK TO MAXIMUM HEIGHT ALLOWABLE TO STRUCTURE PER MANUFACTURER SPECIFICATIONS EXIT DEVICE AS SPECIFIED PROVIDE FLEXIBLE STRIP DOORS AND BRUSH WITH ALUMINUM HOLDER ON BOND BREAKER 10 NOT USED 11 FULLY GASKETED FOR NEUTRALIZATION 12 13 15 14 NOT USED 16 17 072911 SIGNAGE: PROVIDE 1" HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND, TEXT TO READ "IN EMERGENCY PUSH TO OPEN". METAL DOORS AND FRAMES VISIBLE TO CUSTOMER NOT IN EXTERIOR WALLS TO RECEIVE EPOXY PAINT 18 DOORS TO BE FACTORY FINISH. DO NOT PAINT AUTOMATIC OPENING DOOR. SCHEDULED DOOR SIZES ARE FRAME OUTSIDE DIMENSIONS REF A2 FOR EXTERIOR DOOR AND FRAME COLOR 19 NOT USED INSTALL SIDE FOLDING GRILL PER MANUFACTURERS RECOMMENDATIONS 20 PROVIDE VENDOR WITH FIELD DIMENSION OF CLEAR WIDTH BETWEEN REFRIGERATED CASES AFTER CASES ARE INSTALLED. PROVIDE TACTILE EXIT SIGN, REFER N1 21 PROVIDE ONE INCH CLEARANCE BETWEEN EDGE OF STRIKE SIDE OF DOOR AND CABINET. USE 8'-0" HIGH DOOR PACKAGE IN A 8'-0" HIGH OPENING 22 23 PROVIDE 4" CONCRETE INSIDE FACE OF DOOR TO BE (P16) & EXTERIOR FACE TO BE PAINTED (P130),FRAMES TO MATCH AUTOMATIC CLOSING DEVICE AND HOLD OPEN MECHANISM 2 DOOR TYPES 3/16" = 1'-0" 3 FRAME TYPES 3/16" = 1'-0" 119A AP OFFICE FHM-STL P16 1 3'-0"7'-0" 1 3/4" 1HM P16 11 10 119A 153A UPS/UPC GHM-STL P16 1 3'-0"7'-0" 1 3/4"TEMPERED1HM P16 11 10 153A 167AFAMILY TOILET FHM-STLREF 4-A8 1 3'-0"7'-0"1 3/4" HMREF 4-A8 11 10 18167A 107A CASH FHM-STL P16 1 3'-0"7'-0" 1 3/4" 1HM P16 11 10 107A 108ACOUNTING FHM-STLP16 1 3'-0"7'-0"1 3/4" HMP16 11 10 18108A 178B RECEIVING S2STEEL 1 6'-0"8'-8" ACRYLIC P17 8A 7A 1, 5, 7 178B 178CRECEIVING S2STEEL 1 8'-0"8'-8" ACRYLIC P172 1, 178C 178D RECEIVING S2STEEL 1 8'-0"8'-8" ACRYLIC P172 1, 178D 178ERECEIVING S2STEEL 1 8'-0"8'-8" ACRYLIC P172 1, 178E DOOR AND FRAME SCHEDULE DETAIL REFERENCES ARE TO SHEET A8.1 UNO MARK ROOM NAME DOOR FRAME FIRE NOTES MARK TYPE MATERIAL QTY NOMINAL SIZE GLASS TYPE MATERIAL DETAIL RATING W H T HEAD JAMBTHRESHOLD (MINIMUM) COLOR COLOR 173APERSONNEL/TRAINING NHM-STLP16 1 3'-0"7'-0"1 3/4"TEMPERED HMP16 11 10 173A PHARMACY 101CVESTIBULE AA ALUM 1 12'-0"7'-8" 1 1/2"TEMPERED ALUM 3A 2, 3, 101C 101DVESTIBULE AA ALUM 1 12'-0"7'-8"1 1/2"TEMPERED ALUM 3A 2, 3, 101D 101A VESTIBULE BB ALUM 1 12'-0"11'-0" 1 1/2"TEMPERED ALUM 224 3A 2, 3, 9 101A 101BVESTIBULE BB ALUM 1 12'-0"11'-0"1 1/2"TEMPERED ALUM 22 3A 2, 3, 101B 113A STORE MANAGER'S OFFICE NHM-STL P16 1 3'-0"7'-0" 1 3/4"TEMPERED1HM P16 11 10 18113A 151B BREAK ROOM NHM-STL REF 5-A8 1 3'-6"7'-0" 1 3/4"TEMPERED1HM REF 5-A8 11 10 151B 168E SITE TO STORE STORAGE EPLASTICBLACKPR 3'-0"9'-0" ACRYLIC STEEL P94 17 16 11, 13, 18 168E TENANT 178ARECEIVING FHM-STLP161 3'-0" 7'-0"1 3/4" 2HMP161514 13 6, 15, 21 178A 106ARETURN STORAGE FHM-STEEL 1 3'-0"7'-0"1 3/4" HMP130&P160 11 10 22 106A 800A FUTURE TENANT A ALUM 1 3'-0"7'-0" 1 3/4"TEMPERED ALUM 10/A8.36/A8.3 13 6, 15, 21 800A 181AMEN'S FHM-STLP16 1 3'-0"7'-0"1 3/4" HMP16 11 10 181A GROCERY 178M RECEIVING EPLASTIC P16 2 6'-0"9'-0" 1 3/4" 4HM P16 11 10 18178M 100B SALES FHM-STL P105 2 4'-0"7'-0" 1 3/4" 4HM P10515 14 13 6, 15, 21 100B 182A WOMEN'S FHM-STL P16 1 3'-0"7'-0" 1 3/4" 1HM P16 11 10 182A 913A DELI EPLASTICKHAKI1 3'-0"7'-0" ACRYLIC STEEL P102 21 20 13, 18 913A 159A PUMP ROOM FHM-STL 1 3'-0"7'-6" 1HM 15 SIM.14 SIM. 13 15159A C\a080-ds-main 100CSALES FHM-STLP105 2 4'-0"7'-0"1 3/4" 4HMP10515 14 13 6, 15, 21 100C 171A INVOICING FHM-STLP16 1 3'-0"7'-0"1 3/4" HMP16 11 10 171A 172ATRAINING NHM-STL P16 1 3'-0"7'-0" 1 3/4"TEMPERED1HM P16 11 10 172A 160A ELEVATOR MECHANICAL ROOM 178F RECEIVING S2STEEL 1 8'-0"8'-8" ACRYLIC P172 1, 178F 004A ESCALATOR MECHANICAL ROOM FHM-STL P130 1 3'-8"7'-0" 1 3/4" 2HM P1306A6 13 004A 003AELEVATOR MECHANICAL ROOM FHM-STLP130 1 3'-8"7'-0"1 3/4" HMP1306A6 12A 003A 002A PARKING/ VESTIBULE AA ALUM 1 12'-0"7'-8" 1 1/2"TEMPERED ALUM 3A 2, 3, 9 002A 810A FUTURE TENANT A ALUM 1 3'-0"7'-0" 1 3/4"TEMPERED ALUM 10/A8.36/A8.3 13 6, 15, 21 810A 122AEDC-2 FHM-STL P16 1 3'-0"7'-0" 1 3/4" 2HM P1615 14 13 1-1/2 HR 15 122A 103A GM ISD FHM-STL P16 1 3'-0"7'-0" 1 3/4" 1HM P16 11 10 103A 175A AD OFFICE NHM-STL P16 1 3'-0"7'-0" 1 3/4"TEMPERED1HM P16 11 10 175A 183ASHOWER FHM-STLP16 1 3'-0"7'-0"1 3/4" HMP16 11 10 183A FIRST FLOOR MEZZANINE STAIRS A01ASTAIR A FHM-STLP16 1 3'-8"7'-0"1 3/4" HMP1615 SIM14 SIM131-1/2 HR 6, 21 A01A A02A STAIR A A ALUM 1 3'-8"7'-0" 1 3/4"TEMPERED ALUM 10/A8.36/A8.3 13 6, 21 A02A A03ASTAIR A FHM-STLP16 1 3'-0"7'-0"1 3/4" HMP1615 14 131-1/2 HR 6, 21 A03A B02A STAIR B FHM-STL P16 1 3'-8"7'-0" 1 3/4" 2HM P1615 14 13 6, 15, 21 B02A C01ASTAIR C FHM-STL P16 1 3'-8"7'-0" 1 3/4" 2HM P16 15 SIM14 SIM 13 1-1/2 HR 6, 21 C01A B01ASTAIR B FHM-STLP16 1 3'-8"7'-0"1 3/4" HMP1615 SIM14 SIM131-1/2 HR 6, 21 B01A C02ASTAIR C FHM-STLP16 1 3'-8"7'-0"1 3/4" HMP1615 14 13 6, 15, 21 C02A 301A PHARMACY TOILET FHM-STL P40 1 3'-0"7'-0" 3/4" 1HM P40 11 10 301A 300HPHARMACY U1 ALUM 1 25'-7"9'-0" ALUM 6-PH19-PH1.1 300H 300FPHARMACY UALUM 1 6'-6"3'-4" ALUM 3-PH1.18-PH1 300F 300GPHARMACY GHM-STL P16 1 3'-0"7'-0" 3/4"TEMPERED1HM P16 11 10 18 300G 302A PHARMACY CHECKOUT Y1PLASTICGRAY1 3'-0"2'-8" 13, 19 302A PARKING LEVEL 159JPUMP ROOM U STEEL 16'-4"9'-0 1/2" P163031 1 1/2 HR 1, 159J 005AEDC-3 FHM-STLP16 1 3'-0"7'-0"1 3/4" 1 HMP16 11 10 005A 192A WOMEN'S TOILET FHM-STL P16 1 3'-0"7'-0" 1 3/4" 1HM P16 11 10 192A 191AMEN'S TOILET FHM-STLP16 1 3'-0"7'-0"1 3/4" HMP16 11 10 191A 001APARKING GARAGE X2 AL 1 39'-7"9'-2" 11/A2.512/A2.5 001A 006A BFP ROOM FHM-STL P16 1 3'-8"7'-0" 1 3/4" 2HM P1615 14 13 006A 173B PERSONNEL NHM-STL P16 1 3'-0"7'-0" 1 3/4"TEMPERED1HM P16 11 10 173B 158AJANITOR FHM-STLP16 3'-0"7'-0"1 3/4" HMP16 11 10 158A 911D SERVICE DELI YPLASTICKHAKI1 4'-0"4'-0" 12, 13, 16 911D 168FSITE TO STORE EPLASTICBLACKPR3'-0"9'-0" ACRYLIC STEELP94 17 16 11, 13, 18 168F FHM-STL P130 1 3'-8"7'-0" 1 3/4" 1HM P130 11 10 12 18, 22 160A 178MRECEIVING EPLASTICBLACKPR3'-0"9'-0" ACRYLIC STEELP94 17 16 11, 13, 18 178M 921A BAKERY EPLASTICKHAKI1 3'-0"7'-0" ACRYLIC STEEL P102 21 20 13, 18 921A 923A BAKERY UTILITY EPLASTICBLACK1 3'-0"7'-0" ACRYLIC STEEL P94 21 20 13, 18 923A 982BMECH #1 VCLP16 4'-0"8'-0" SP 982B 993B HALLWAY EPLASTICBLACK2 6'-0"9'-0" 1 3/4" 4HM P16 11 10 6, 15, 21 993B DOOR SCHEDULE A8 03/09/12 REV # 2 03/09/12 REV # 3 SECTIONAL OVERHEAD S1 C/a080-drt 112604 C/a080-drf F FLUSH 112604 SLIDE SLIDE 3'-6" 10" BOTTOM STILES TYP 2"X1/2" SURFACE MOUNTED CRASH BARS AT 6" AND 24" TYP MOTION DETECTOR TYP MUNTIN BAR. TYP. C/a080-drbb BB AUTOMATIC SLIDING SO-SX-SX-SO 112604 7'-8" MUNTIN BARS MATERIAL KEY MARK DESCRIPTION ALUM ALUMINUM CL CHAIN LINK HM HOLLOW METAL C\a080-fkey ORNAMENTAL METAL OM HM-STL HOLLOW METAL-STEEL SPSTEEL PIPE AL ALUMINUM LINK 103108 SECTIONAL OVERHEAD S2 C/a080-drs2 013009 C/a080-drv V CHAIN LINK 112604 103108 CAFE TRAFFIC Y C/a080-dry USE SINGLE LEAF WHERE INDICATED ON PLAN 3'-10" AFF MAX 2'-6" OPENING 6" COILING SHUTTER 6" C/a080-drp P FLUSH PASS-THRU 111910 20-A8.2 21-A8.2 U COILING C/a080-dru 113001 PAINT FRAME P16 SALES FAMILY TOILET PAINT FRAME P102 PAINT DOOR P102 PAINT DOOR P16 4 DOOR AND FRAME PAINT TRANSITIONS 1/4"=1'-0"121809 C\a080-004 PAINT FRAME TO MATCH BREAK ROOM WALL COLOR BREAK ROOM SALES OR HALLWAY PAINT FRAME P16 PAINT DOOR P16 PAINT DOOR TO MATCH WALL COLOR 5 DOOR AND FRAME PAINT TRANSITIONS 1/4"=1'-0"121809 C\a080-005 072707 AUTOMATIC SLIDING SO-SX-SX-SO AA C/a080-draa MUNTIN BARS. TYP. SLIDE SLIDE 3'-6" MOTION DETECTOR TYP 10" BOTTOM STILES TYP 2"X1/2" SURFACE MOUNTED CRASH BARS AT 6" AND 24" TYP 7'-8" MUNTIN BARS C/A080-DRU1 U1 COILING 012607 C/A080-DRY1 Y1 FLEXIBLE TRAFFIC 012607 SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: Mar 19, 2012 1:42pmUSER jstampfl C:\Users\jstampfl\AppDataocal\Temp\AcPublish_3304\0705A8 DOOR SCHEDULE 5968.dwg 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: THIS DRAWING WAS PREPARED FOR USE Washington, DC (Georgia Ave) DATE ON 12/13/11 DIFFERENT PROJECT SITE OR AT A LATER REFERENCE OR EXAMPLE ON ANOTHER PROPERLY LICENSED ARCHITECTS AND DRAWING FOR REUSE ON ANOTHER CONTRARY TO THE LAW. 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICING1 INTERIOR WINDOW TYPES 3/16" 1'-0" HOLLOW METAL FIXED (w/ SLIDING GLASS) (INVOICING & PERSONNEL) 3'-7" 2'-0" 3'-0" C/a080-wnd D PASS THRU 24-8.1 23-8.1 24-8.1 C/a080-dra A EXTERIOR TEMPERED ROLL DOWN GRILLE GATE C/a080-drx2 X2 ROLL DOWN GRILLE GATE 112604 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 BID SET. NOT FOR CONSTRUCTION.

SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: Mar 14, 2012 12:11pm USER jellard C:\Users\John Ellard\appdataocal\temp\AcPublish_4880\0710 A8.1 DOOR DETAILS 5968.dwg 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: THIS DRAWING WAS PREPARED FOR USE Washington, DC (Georgia Ave) DATE ON 12/13/11 DIFFERENT PROJECT SITE OR AT A LATER REFERENCE OR EXAMPLE ON ANOTHER PROPERLY LICENSED ARCHITECTS AND DRAWING FOR REUSE ON ANOTHER CONTRARY TO THE LAW. 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICINGDOOR DETAILS A8.1 03/09/12 REV #2 1 JAMB 1 1/2"=1'-0"052810C/a0810-001 EXTERIOR INTERIOR SMOOTH FACE MASONRY BEHIND DOCK SEAL 4"x4"x1/4" ANGLE OVERHEAD DOOR 6"x3/8"DIAMETERHEADEDSTUDANCHORSAT16"OC CONTINUOUS SEALANT FILLETSEALANTJOINTEACHSIDE 2 HEAD 1 1/2"=1'-0"112808C/a0810-002 OVERHEAD DOOR TRACK 6"x3/8" DIAMETER HEADED STUD ANCHORS AT 16" OC 4"x4"x1/4" ANGLE DOCK SEAL AT TRUCK DOCK ONLY, MOUNT ON SMOOTH FACE MASONRY ONLY INSTALLED PER MANUFACTURERS INSTRUCTIONS FILLET SEALANT JOINT MASONRY LINTEL CONT SEALANT SECTIONAL OVERHEAD DOOR VINYL WEATHER STRIP ALUMINUM FRAME BEYOND AUTOMATIC SLIDING DOOR COUNTER SUNK 1/4"x2" EXPANSION ANCHORS AT 12" OC AT THRESHOLD BEYOND GLAZING CONT SEALANT AT ALL EDGES OF THRESHOLD BEYOND CONTINUOUS SEALANT AT BOTTOM OF DOOR FRAME BEYOND EXTERIOR INTERIOR 3A THRESHOLD 3"=1'-0" 051009LC/a0810-003a 6 JAMB 1 1/2" = 1'-0"112808C/a0810-006 2" TYP. 1" 5 8 TYP. CONT SEALANT EACH SIDE 3 8 115 16 1 9 16 73 4 STANDARD HOLLOW METAL FRAME PROFILE PROVIDE THREE ANCHORS @ JAMB (TYP.) RECLAIMED BRICK UNIT CMU WALL DOOR 1/4" SHIM WALL CONDITION REF SECTION FRAME CL 1 4 BREAKAWAY DOOR PIVOT GLAZING ALUMINUM SLIDING DOOR FRAME ALUMINUM FRAME SEALANT BOTH SIDES ANCHORS PER MANUFACTURER 4 JAMB 1 1/2"=1'-0" 112808 C/a0810-004 7A JAMB 1 1/2" = 1'-0"103108C/a0810-007a 3 1/2"x4"x1/4" ANGLE FULL HEIGHT EXTERIOR INTERIOR 1/2"x 4" 1/4" ANGLE TO 5'-0" AFF 6"x3/8" DIAMETER HEADED STUD ANCHORS AT 16" OC STAGGERED FROM ADJACENT ANCHORS CONT SEALANT ALL EDGES 6"x3/8" DIAMETER HEADED STUD ANCHORS AT 16" OC OVERHEAD DOOR BRUSH WITH ALUMINUM HOLDER ON BOND BREAKER REF DOOR SCHEDULE FOR LOCATIONS 8A HEAD 1 1/2" = 1'-0"012811C/A0810-8A 4"x4"x1/4" ANGLE OVERHEAD DOOR TRACK MASONRY LINTEL REF STRUC INTERIOR INSIDE FLEXIBLE STRIP DOOR MOUNT. EXTEND 1'-0" BEYOND DOOR. RETURN TO WALL AT ENDS REF DOOR SCHEDULE FOR LOCATIONS VINYL WEATHER STRIP OVERHEAD DOOR CONT SEALANT 6"x3/8" DIAMETER HEADED STUD ANCHORS AT 16" OC FLEXIBLE STRIP DOORS REF DOOR SCHEDULE FOR LOCATIONS TYPICAL DISTANCE TO WALL AT HINGE SIDE ONLY UNO NO STOP AT CASED OPENING DOOR DOUBLE STUDS 6" VARIES 10 JAMB 1 1/2" = 1'-0"082903C/a0810-010 WALL TYPE REF PARTITION TYPES CONT SEALANT BOTH SIDES NO STOP AT CASED OPENING DOOR VARIES 11 HEAD 1 1/2" = 1'-0"082903C/a0810-011 CONT SEALANT EACH SIDE FOR PARTITION TYPE REF PLANS EXTERIOR THRESHOLD SET IN FULL BED MASTIC COUNTER SUNK 1/4"x2" EXPANSION ANCHORS AT 12" OC DOOR BOTTOM WEATHERSTRIPPING JAMB WEATHERSTRIPPING DOOR SHOE HOLLOW METAL DOOR INTERIOR CONT SEALANT BED AT ALL EDGES OF THRESHOLD 13 THRESHOLD N.T.S 033001C/a0810-013 14 JAMB 1 1/2" = 1'-0" 103108 C/a0810-014 DOORS AT FURRING CONDITION RETURN GYPSUM BOARD TO DOOR JAMB REF PLAN FOR PARTITION TYPES GYPSUM BOARD AND MOLD SET IN CONSTRUCTION ADHESIVE DOOR AND FRAME REF DOOR SCHEDULE 4"x4"x1" STYROFOAM BLOCK. MASTIC IN PLACE AT 3'-3" AFF TO CENTER OF BLOCK, EXTERIOR DOORS ONLY 1" CONT SEALANT EACH SIDE EXTERIOR WEATHERSTRIP CMU REF PLAN AND ELEVATIONS GROUT FILL DOOR WELD CONT 5/16" STEEL PLATE TO CHANNEL 2 1 2 VARIES SEALANT BOTH SIDES 1/4" STEEL PLATE CHANNEL PROVIDED WITH COUNTERSUNK HOLES FOR 3/8" SCREWS AT 18" OC 21 HEAD 1 1/2" = 1'-0"103108C/a0810-021 FOR PARTITION TYPE REF PLANS 15 HEAD 1 1/2"=1'-0"103108C/a0810-015 DRIP CAP AT EXTERIOR DOOR ONLY DOOR AND FRAME REF DOOR SCHEDULE 1" SEALANT EACH SIDE CONT SEALANT EXTERIOR GROUT FILL HEAD WEATHERSTRIP FOR PARTITION TYPE REF PLANS MASONRY LINTEL REF STRUCTURAL 16 JAMB 1 1/2" = 1'-0"042707C/a0810-016 2 1/2"x1/4"x 4'-0" HIGH STEEL PLATE WELDED TO FACE OF JAMB (STOCKROOM SIDE ONLY) GRIND SMOOTH AND PAINT 6"x12"x3/16"x4" WIDE BENT STEEL PLATE ANGLE AT BASE OF JAMBS; WELD TO 1/4" STEEL PLATE CHANNEL AT JAMBS AND BOLT TO FLOOR WITH (3) 3/8" DIAMETER ANCHOR BOLTS DOOR FOR PARTITION TYPE REF PLANS TRIPLE STUD AT JAMBS 1/4" STEEL PLATE CHANNEL: PROVIDE COUNTERSUNK HOLES FOR 3/8" SCREWS AT 18" OC 2 1 2 6" SEALANT (BOTH SIDES) 17 HEAD 1 1/2" = 1'-0"082903C/a081-017 FOR PARTITION TYPE REF PLANS SEALANT (BOTH SIDES) 1/4" STEEL PLATE CHANNEL WELD AND GRIND SMOOTH PROVIDE COUNTERSUNK HOLES FOR 3/8" SCREWS AT 18" OC (3) J6x 16 METAL HEADER STUDS WITH SPACERS; CONTINUOUS TRACK AT BOTTOM 2 1 2 DOOR WELD CONT 5/16" STEEL PLATE TO JAMB CHANNEL AT FLOOR, WELD TO 3"x3"x5/16" STEEL ANGLE BOLTED TO FLOOR WITH EXPANSION ANCHOR 1/4" STEEL PLATE CHANNEL WELD TO CHANNEL ABOVE AND GRIND SMOOTH PROVIDE COUNTER SUNK HOLES FOR 3/8" SCREWS AT 18" OC DOOR VARIES DOUBLE STUDS AT JAMBS SEALANT BOTH SIDES 20 JAMB 1 1/2" = 1'-0"103108C/a0810-020 FOR PARTITION TYPE REF PLANS AUTOMATIC SLIDING DOOR REF SCHEDULE 22 HEAD 1 1/2" = 1'-0"033001C/a0810-022 TRANSOME STEEL TUBE PAINTED REF STRUCTURAL SEALANT BOTH SIDES 1/4" SHIM VESTIBULE MAIN SALES HOLLOW METAL FRAME SLIDING GLASS WINDOW ASSEMBLY REF SPECIFICATION SECTION 08800 VARIES CONTINUOUS TRACK 23 SILL 1 1/2" = 1'-0" 032803 C\a082-023 CONT SEALANT EACH SIDE VARIES 24 HEAD/JAMB 1 1/2" = 1'-0"072503C\a0810-024 AT JAMB CONDITION DOUBLE STUD AT HEAD CONDITION REF HEADER SCHEDULE 1-A6.1 SLIDING GLASS WINDOW ASSEMBLY REF SPECIFICATION SECTION 08800 HOLLOW METAL FRAME CONT SEALANT EACH SIDE 2'-0" WELD JOINT AND GRIND SMOOTH CUT OUT TO BE REINFORCED AS SHOWN AND FINISHED FLUSH 14 GAUGE CHANNEL FULL HEIGHT 14 GAUGE "J" CHANNEL FULL PERIMETER OF OPENING 25 JAMB 1 1/2"=1'-0"032803 C/a082-020 INSIDE EDGE OF OPENING SHUTTER TRACK 14 GAUGE REINFORCING PLATE FOR SHUTTER MOUNTING PER MANUFACTURERS INSTRUCTIONS SHUTTER HOUSING 26 HEADER 1 1/2"=1'-0"013103 C/a0810-026 5 HEAD 1 1/2" = 1'-0"033001C/a0810-005 AUTOMATIC SLIDING DOOR REF SCHEDULE STEEL TUBE PAINTED REF STRUCTURAL SEALANT BOTH SIDES 1/4" SHIM VESTIBULE EXTERIOR 1 1 3B NOT USED 3C NOT USED 1 6A HEAD 1 1/2" = 1'-0"112808C/a0810-006A 4" 1" 5 8 TYP. CONT SEALANT EACH SIDE 3 8 115 16 1 9 16 3 4 STANDARD HOLLOW METAL FRAME RECLAIMED BRICK CMU WALL MASONRY LINTEL SEE STRUCTURAL DWG STEEL ANGLE SEE STRUCTURAL DWG DOOR 1 9 JAMB 1 1/2" = 1'-0"112808C/a0810-009 2" TYP. 1" 5 8 TYP. 3 8 115 16 115 16 10" STANDARD HOLLOW METAL FRAME PROFILE PROVIDE THREE ANCHORS @ JAMB (TYP.) RECLAIMED BRICK UNIT BACKER ROD & SEALANT TYP. SEE PLAN FOR PARTITION TYPE 3 1 2 TYP. SHEATHING DOOR 1 12 THRESHOLD 1 1/2" = 1'-0"112808C/a0810-0012 STANDARD HOLLOW METAL DOOR FRAME METAL FURRING SEE PLAN FOR PARTITION TYPE ALUMN THRESHOLD 8" 4"

1 9 16 115 16 COUNTER SUNK X 2" EXPANSION ANCHORS AT 8" O.C. DOOR 1 2 4" X 4" CONTINUOUS CONC. CURB SEE STRUCTUAL ℄OF PARTITION CURB 30 HEAD 1/2" 1'-0"012910 A081-030 1'-9 5/8" VERIFY WITH MFR REFERENCE PLAN FOR PARTITION TYPE RO PER DOOR SCHEDULE GUIDE TRACK ASSEMBLY PER COILING DOOR MFR OVERHEAD COILING DOOR AND HOUSING PER MFR ATTACH TOP OF COILING DOOR HOUSING TO WALL PER MFR MASONRY LINTEL SEE STRUCTURAL DWG 31 JAMB 1 1/2" = 1'-0"012910 A0810-031 EDGE OF COILING DOOR HOUSING ABOVE GUIDE TRACK ASSEMBLY PER COILING DOOR MFR RO PER DOOR SCHEDULE REF PLAN FOR PARTITION TYPE PER MFR EDGE OF HEADER ABOVE 4"x4"x1/4" ANGLE CONTINUOUS SEALANT 6"x3/8" DIAMETER HEADED STUD ANCHORS AT 16" OC EXTERIOR INTERIOR 12A THRESHOLD 1 1/2" = 1'-0"112808C/a0810-0012a STANDARD HOLLOW METAL DOOR FRAME ALUMN THRESHOLD 1'-1" 1'-1" 4" 1 9 16 115 16 COUNTER SUNK X 2" EXPANSION ANCHORS AT 8" O.C. DOOR 1 2 RECLAIMED BRICK CMU CMU WALL BEYOND 18 NOT USED 19 NOT USED 27 NOT USED 28 NOT USED 29 NOT USED BID SET. NOT FOR CONSTRUCTION.

R.O.

1 WINDOW TYPE 1, 2 - 6" MULLION SYSTEM 3/16" = 1'-0" WINDOW DETAILS A8.2 5'-0" M.O. 20'-8" M.O. 83 4 TYP. 3'-6" 6 1 4 3 1 4 2 1 2 P 1A 20'-5" (6) EQUAL SPACES 1 4 1 4 11 4 PPPPP 1 2 83 4 TYP. 2 1 2 9 1 2 1 2 1 2 5'-0" M.O. 20'-8" M.O. 3 4 TYP. 3'-6" 6 1 4 3 1 4 2 1 2 P 1B 20'-5" (6) EQUAL SPACES 11 4 1 4 1 4 1 4 PPPP P 21 2 3 4 TYP. 2 1 2 1 2 9 1 2 1 2 1 2 5'-0" M.O. 13'-4" M.O. 83 4 TYP. 3'-6" 6 1 4 3 1 4 2 1 2 P 1C 13'-1" (4) EQUAL SPACES 1 4 1 4 11 4 1 P 2 3 4 TYP. 2 1 2 1 2 9 1 2 1 2 1 2 P P 5'-0" M.O. 10'-0" M.O. 83 4 TYP. 3'-6" 6 1 4 3 1 4 2 1 2 P 1D 9'-9" (3) EQUAL SPACES 11 4 1 4 11 4 1 2 83 4 TYP. 2 1 2 1 2 9 1 2 1 2 1 2 P P 7-A8.2 3'-11" SC 1'-0" SC 5-A8.2 3-A8.2 4-A8.2 5-A8.2 3-A8.2 4-A8.2 5-A8.2 3-A8.2 4-A8.2 5-A8.2 3-A8.2 4-A8.2 8-A8.2 8-A8.2 8-A8.2 8-A8.2 1 2 1 2 7-A8.2 3'-11" SC 1'-0" SC 1 2 1 2 7-A8.2 3'-11" SC 1'-0" SC 1 2 1 2 7-A8.2 3'-11" SC 1'-0" SC 1 2 1 2 1-A3.19 1-A3.19 1-A3.19 1-A3.19 SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: Dec 09, 20114:35pmUSER ccasal F:\All_Projects\097 Walmart\10-097S Washington (Georgia-Missouri), DC (5968-00)\001 MMA\Current Dwgs\CD's\0715 A8.2 WINDOW DETAILS 5968.dwg 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: ON A SPECIFIC SITE AT Washington, DC (Georgia Ave) CONTEMPORANEOUSLY WITH ITS ISSUE AND IT IS NOT SUITABLE FOR USE ON A TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF ENGINEERS. REPRODUCTION OF THIS PROJECT IS NOT AUTHORIZED AND MAY BE 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICING 3'-6" R.O. 14'-8" R.O. 3'-0" 2 1 2 1H 14'-5" (4) EQUAL SPACES 1 1 4 1 4 1 2 2 1 2 1 2 1 2 1 2 3'-6" R.O. 12'-2" R.O. 3'-0" 2 1 2 1K 11'-11" (3) EQUAL SPACES 11 1 1 4 1 4 2 2 1 2 1 2 1 2 1 2 11'-63 8 R.O. 1L 11'-33 8 (3) EQUAL SPACES 1 1 4 1 4 22 5 8 3'-6" R.O. 4'-0" R.O. 3'-0" 2 1 2 1J 3'-9" 11 4 1 1 4 2 1 2 1 2 1 2 1 2 5'-6" R.O. 15'-54 R.O. 2 1 2 1N 14'-64 (5) EQUAL SPACES 1 4" 1 2 1 2 1 2 1 2 1 2 1P 5'-6" R.O. 17'-4" R.O. 2'-7 3 4 2 1 2 17'-1" (6) EQUAL SPACES 1 4 1 4 11 4 4 22 2 1 2 1 2 1 2 1 2 3'-6" R.O. 15'-6" R.O. 3'-0" 2 1 2 1G 14'-11" (5) EQUAL SPACES 1 4 1 4 4" 22 2 1 2 1 2 1 2 1 2 6'-0" R.O. 17'-4" R.O. 2 1 2 1M 17'-1" (6) EQUAL SPACES 1 4 1 4 11 4 22 2 1 2 1 2 1 2 1 2 1 2 7-A8.2 7-A8.2 7-A8.2 7-A8.2 7-A8.2 7-A8.2 19-A8.2 7-A8.2 3-A8.2 3-A8.2 3-A8.2 3-A8.2 3-A8.2 3-A8.2 3-A8.2 8-A8.2 8-A8.2 8-A8.2 8-A8.2 8-A8.2 8-A8.2 6-A8.2 6-A8.2 6-A8.2 6-A8.2 5-A8.2 6-A8.2 5-A8.2 6-A8.2 4-A8.2 4-A8.2 4-A8.2 3'-6" R.O. 3'-0" 2 1 2 2 1 2 1 2 1 2 1 2 2'-1 3 4 2'-7 3 4 2'-7 3 4 2'-7 3 4 2'-1 3 4 21 2 3-A8.2 ALUMINUM BRAKE BY WINDOW MANUF 8-A8.2 1 4" ALUMINUM BRAKE BY WINDOW MANUF ALUMINUM BRAKE BY WINDOW MANUF 4 ALUMINUM BRAKE BY WINDOW MANUF 19-A8.2 O.H. 19-A8.2 O.H. 4" 1'-0" SC 3 8 2 6" 2 1 2 1 2 6" 2 1 2 6" 2 1 2 1 2 6" 2 1 2 1" MIN. 1" MIN. 1" 1" 1" 1" 1" 6" 6" 1" 3 SILL DETAIL 3"=1'-0" 051009 C\a082-003 4 HORZ. MULLION 3"=1'-0" 051009 C\a082-004 5 HEAD DETAIL 3"=1'-0" 051009 C\a082-005 6 HEAD DETAIL 3"=1'-0" 051009 C\a082-006 7 JAMB DETAIL 3"=1'-0" 051009 C\a082-007 8 VERT. MULLION 3"=1'-0" 051009 C\a082-008 12 JAMB DETAIL 3"=1'-0" 051009 C\a082-012 14 JAMB DETAIL 3"=1'-0" 051009 C\a082-014 "F" JAMB TRIM 2 6" 1" 1" T-ANCHOR BY WINDOW MANUF. 10 HORZ. MULLION 3"=1'-0" 051009 C\a082-010 2 1 2 S370 6" 2 1 2 1 2 1 11 HEAD DETAIL 3"=1'-0" 051009 C\a082-011 1 2 9 SILL DETAIL 3"=1'-0" 051009 C\a082-009 2 6" 3 8 2 6" "F" JAMB TRIM 13 VERT. MULLION 3"=1'-0" 051009 C\a082-013 6" 6" 6" 2 1 2 1 1 4 1 4 15 SILL DETAIL 3"=1'-0" 051009 C\a082-015 2 1 2 1 2 3 8 2 6" "F" JAMB TRIM 21 6" 6" 17 VERT. MULLION 3"=1'-0" 051009 C\a082-017 6" 2 1 2 1 2 16 HEAD DETAIL 3"=1'-0" 051009 C\a082-016 18 CORNER DETAIL 3"=1'-0" 051009 C\a082-018 19 TUBE ANCHOR DTL 3"=1'-0" 051009 C\a082-019 {}" 1/8" ALUMINUM BRAKE BY WINDOW MANUF. 6" 3 8 6" 2 2 1 2 3 8 14'-10" T-ANCHOR BY WINDOW MANUF. SECURED 2" X2" X 4" X " ALUM. ANGLE AT BOTH TOP & BOTTOM 4"X 6" X 5'-11" H. ALUM. BRAKE METAL TRIM BY CURTAIN WALL MANUF. PROVIDE BUTYLE TAPE BETWEEN STEEL COLUMN SURFACE AND BRAKE METAL 6" 1 2 PROVIDE CUT OUT FOR ANGLE ACCESS NOTE: TOP SIMILAR ISOMETRIC 4" 1 4 2 1 2 1 2 6" 6" 1" 20 SILL DETAIL 3"=1'-0" 051009 C\a082-020 7" 10" 10" ALUM. BRAKE METAL TRIM BY CURTAIN WALL MANUF. 1 4 TYP. 5'-0" M.O. 13'-4" M.O. 83 4 TYP. 3'-6" 6 1 4 3 1 4 2 1 2 P 1E 13'-1" (4) EQUAL SPACES 11 4 1 4 11 4 P 2 83 4 TYP. 2 1 2 1 2 9 1 2 1 2 1 2 P P 3'-6" R.O. 11'-4" R.O. 3'-0" 2 1 2 1F 10'-9" (4) EQUAL SPACES 11 4 1 4 1 4 21 2 2 1 2 1 2 1 2 1 2 7-A8.2 19-A8.2 3-A8.2 3-A8.2 4-A8.2 5-A8.2 6-A8.2 3'-11" SC 1'-0" SC 1 2 1 2 1-A3.19 8-A8.2 8-A8.2 ALUMINUM BRAKE BY WINDOW MANUF 4" 2 WINDOW DETAILS- 6" MULLION SYSTEM 10-A8.2 1'-91 2 R.O. 11 4 1 4 1 2 3" 3'-10 1 4 6 1 4 6 1 4 2 1 2 1S 2 1 2 1'-0 1 2 1'-10 1 2 1 2 7'-8 1 4 R.O. 2'-3 1 2 SC 1'-0 1 2 SC 1 2 7-A8.2 5-A8.2 3-A8.2 1 2 8" 4-A8.2 2'-8" R.O. 1 1 4 1 2 4" 3'-10 1 4 6 1 4 6 1 4 2 1 2 1T 2 1 2 1'-0 1 2 1'-10 1 2 1 2 7'-8 1 4 R.O. 7-A8.2 5-A8.2 3-A8.2 2'-2" R.O. 1 4 14 1 4 1 2 3'-6" 6 1 4 6 1 4 2 1 2 1Q 2 1 2 1'-0 1 2 P 1'-10 1 2 1 2 11'-0" R.O. M 2'-3 1 2 SC 1'-0 1 2 SC 1 2 7-A8.2 5-A8.2 3-A8.2 1 2 3'-5 1 2 4-A8.2 83 4 TYP. 21 2 83 4 TYP. 7'-71 2 R.O. 1 4 11 1 4 1 2 3'-6" 6 1 4 6 1 4 2 1 2 1R 2 1 2 1'-0 1 2 1'-10 1 2 1 2 11'-0" R.O. 7-A8.2 5-A8.2 3-A8.2 7'-41 2 (2) EQUAL SPACES 3'-5 1 2 4-A8.2 8-A8.2 11 4 3" 2'-111 2'-111 2 2'-3" 5'-81 2 4'-61 4 4'-61 4 5'-8 30'-4" R.O. 2'-8" R.O. 3-A8.2 5-A8.2 8-A8.2 1 2 TYP. 1 2 1 4 2 1 2 2'-2" 2 1 2 1 2 2'-77 8 R.O. 6" 1 2 3'-6" 2 1 2 1V 2 1 2 1'-0 1 2 1'-10 1 2 1 2 11'-0" R.O. 12-A8.2 11-A8.2 9-A8.2 1 2 3'-5 1 2 10-A8.2 1U P M P M P M P M 7'-7" SC 2'-3 1 2 SC 1'-0 1 2 SC 1 2 1 2 7'-7" SC 4'-3 1 4 SC 2'-3 1 2 SC 1'-0 1 2 SC 1 2 1 2 4'-3 1 4 SC 7-A8.2 1 2 2'-7" SC 1 2 10'-11" SC 1 2 T 18-A8.2 2'-55 8 R.O. 6" 22 1 2 3'-6" 2 1 2 1W 2 1 2 1'-0 1 2 1'-10 1 2 1 2 11'-0" R.O. 18-A8.2 11-A8.2 9-A8.2 1 2 3'-5 1 2 10-A8.2 10'-11" SC 1 2 T 12-A8.2 2 2 1 2 2 1 2 1XX 6'-0" R.O. 11'-9" R.O. 2'-7 3 4 2 1 2 11'-2" (3) EQUAL SPACES 11 4 1 4 11 4 21 2 2 1 2 1 2 1 2 19-A8.2 9-A8.2 13-A8.2 11-A8.2 2'-7 3 4 10-A8.2 1Y 6'-0" R.O. 4'-4" R.O. 2'-7 3 4 2 1 2 11 4 4" 11 4 2 1 2 1 2 1 2 19-A8.2 9-A8.2 11-A8.2 2'-7 3 4 1 2 5'-11" SC 1 2 1 2 5'-11" SC 1 2 4" 1 4 ALUMINUM BRAKE BY WINDOW MANUF ALUMINUM BRAKE BY WINDOW MANUF ALUMINUM BRAKE BY WINDOW MANUF ALUMINUM BRAKE BY WINDOW MANUF O.H. T T T T 1X W/ TEMPERED SPANDREL GLASS AT BOTTOM 3-A3.19 3-A3.19 4-A8.2 3-A3.19 3-A3.19 W/ ALL CLEAR GLASS 10" R.O. 2'-10 R.O. 3'-91 2 R.O.

1'-814R.O. 2'-03 8 R.O. 1'-9 34R.O. 2'-238 R.O. 4'-0" R.O. 111° 60° 4'-934 R.O. 3'-2 12R.O. 2'-321 " R.O. 2'-0" R.O. 60° 3'-4"R.O. 1'-81 2 " R.O. 3'-778 R.O. 5'-2 R.O. 2'-0" R.O. 6'-101 2 R.O. 3'-918 R.O. 6'-51 2 R.O. 4'-11 34 " R.O. 1'-4" R.O. 1'-75 8 R.O. 5'-5"R.O. 5'-1 14R.O. 4'-13 4 R.O. 5'-5 3 8 R.O. 5'-618 R.O. 130° 69° 51° 139° 60° 60° 111° 130° 69° 51° 60° 60° 139° 111° 130° 90° 81° 69° 139° 99° 90° 130° 51° 2A 2B 2C 2D 2E 2F 2G 3-A8.2 3-A8.2 3-A8.2 3-A8.2 3-A8.2 3-A8.2 3-A8.2 5-A8.2 5-A8.2 5-A8.2 5-A8.2 5-A8.2 5-A8.2 5-A8.2 7-A8.2 7-A8.2 7-A8.2 7-A8.2 7-A8.2 7-A8.2 2'-03 8 R.O. 1'-934 R.O. 2'-2 38R.O. 4'-0" R.O. 111° 60° 4'-93 4 R.O. 3'-221 R.O. 2'-3 12R.O. 2'-0" R.O. 60° 3'-4"R.O. 1'-81 2 R.O. 3'-7 78R.O. 5'-21 8 R.O. 2'-0" R.O. 6'-101 2 R.O. 3'-918R.O. 6'-51 2 R.O. 4'-1134 R.O. 1'-75 8 R.O. 5'-5"R.O. 5'-114 R.O. 130° 69° 51° 139° 60° 60° 111° 130° 69° 51° 60° 60° 139° 111° 139° 2P 2N 2M 2L 2K 2J 2H 3-A8.2 3-A8.2 3-A8.2 3-A8.2 3-A8.2 5-A8.2 5-A8.2 5-A8.2 5-A8.2 5-A8.2 7-A8.2 7-A8.2 7-A8.2 7-A8.2 7-A8.2 19-A8.2 10" R.O. 2'-10 R.O. 3'-91 2 R.O. 1'-814 R.O. 99° 90° 130° 51° 3-A8.2 5-A8.2 19-A8.2 1'-4" R.O. 4'-13 4 R.O. 5'-5 3 8 R.O. 5'-618 " R.O. 130° 90° 81° 69° 3-A8.2 5-A8.2 7-A8.2 O.H. SIM. O.H. O.H. O.H. O.H. O.H. O.H. 4" 4" 4" ALUMINUM BRAKE BY WINDOW MANUF 19-A8.2 O.H. SIM. 19-A8.2 ALUMINUM BRAKE BY WINDOW MANUF ALUMINUM BRAKE BY WINDOW MANUF 4" SIM. SIM. 1 4 1 4 P M LEGEND 1" INSULATED SPANDREL GLAZING PLYWD PANEL WITH METAL SKIN 1" INSULATED MAPES PANEL 1" INSULATED GLAZING UNIT (EXTERIOR) 1 GLAZING UNIT (INTERIOR) SC SNAP COVER (LENGTH) T TEMPERED GLASS 1AA 6'-0" R.O. 17'-4" R.O. 2'-7 3 4 2 1 2 17'-11 4 (6) EQUAL SPACES 1 1 4 21 2 2 1 2 1 2 1 2 14-A8.2 15-A8.2 17-A8.2 16-A8.2 2'-7 3 4 1Z 6'-0" R.O. 14'-8" R.O. 2'-7 3 4 2 1 2 14'-5" (4) EQUAL SPACES 1 4 4 11 4 1 2 2 1 2 1 2 1 2 12-A8.2 9-A8.2 13-A8.2 11-A8.2 2'-7 3 4 10-A8.2 1ZZ 5'-6" R.O. 15'-1" R.O. 2'-7 3 4 2 1 2 14'-10" (5) EQUAL SPACES 11 4 1 4 1 4 21 2 2 1 2 1 2 1 2 7-A8.2 3-A8.2 8-A8.2 5-A8.2 2'-1 3 4 4-A8.2 1 4 6'-0" TTTT 7'-8" R.O. 20-A8.2 4'-0" R.O. 7-A8.2 3'-7 1 2 2'-9 1 2 2 1 2 2 1 2 1 2 2 1 2 10" 5-A8.2 4-A8.2 1BA T ALUMINUM BRAKE BY WINDOW MANUF BID SET. NOT FOR CONSTRUCTION.

1 WINDOW TYPE 3 - 7 1/2" MULLION SYSTEM & TYPE 4 3/16" = 1'-0" WINDOW DETAILS A8.3 03/09/12 REV #2 13'-4" M.O. 3'-5 1 2 6 1 4 6 1 4 2 1 2 P 13'-1" (4) EQUAL SPACES 11 4 1 4 11 4 P 2 1 2 1" 1'-0 1 2 P P 17'-0" R.O. R.O. 83 4 TYP. 3'-6" 6 1 4 3 1 4 2 1 2 P 3E P 2 83 4 TYP. 2 1 2 9 1 2 1 2 P P 3'-4{}" 3'-6" 3'-1 1 2 2 1 2 3'-5 1 2 6 1 4 6 1 4 2 1 2 P 1 2 1 4 21 2 1 4 P 2 1 2 1" 1'-0 1 2 P P 17'-0" R.O. R.O. 8 TYP. 3'-6" 6 1 4 3 1 4 2 1 2 P 3C 21 2 8 TYP. 2 1 2 9 1 2 1 2 P P 7'-0" DOOR DOOR 3'-6" 3'-1 1 2 2 1 2 6'-33 4 (2)EQ. SPACES 17'-14 M.O. 3'-5 1 2 6 1 4 6 1 4 2 1 2 P 16'-6" (5) EQUAL SPACES 5" 1 1 4 2 1 2 1" 1'-0 1 2 P 17'-0" R.O. R.O. 8 TYP. 3'-6" 6 1 4 3 1 4 2 1 2 P 3B 21 2 8 TYP. 2 1 2 9 1 2 1 2 P 3'-6" 3'-1 1 2 2 1 2 P P P P P P 1 1'-0" 17'-11" R.O. 3'-5 1 2 6 1 4 6 1 4 2 1 2 17'-31 4 (6) EQUAL SPACES 5" 1 4 4 2 1 2 1" 1'-0 1 2 17'-0" R.O.

3 4 TYP. 3'-6" 6 1 4 3 1 4 2 1 2 3A 21 2 3 4 TYP. 2 1 2 9 1 2 1 2 3'-6" 3'-1 1 2 2 1 2 1 4 PP PPP PPPPPP P 1" 1" 3D 8'-3" R.O. 3'-5 1 2 6 1 4 6 1 4 2 1 2 5" 11 4 2 1 2 1" 1'-0 1 2 17'-0" R.O. 3'-6" 6 1 4 3 1 4 2 1 2 2 1 2 9 1 2 1 2 3'-6" 3'-1 1 2 2 1 2 1 4 P P 1" 3'-0" 3'-13 4 P P 2'-4" 7'-7 1 2 SC 1'-0" SC 1'-0 1 2 SC 1" 1 2 7'-1" 7'-1" 15'-8 1 2 11'-0" 15'-8 1 2 11'-0" 15'-8 1 2 11'-0" 15'-8 1 2 11'-0" 15'-8 1 2 11'-0" 7-A8.3 7-A8.3 7-A8.3 9-A8.3 7-A8.3 9-A8.3 8-A8.3 3-A8.3 4-A8.3 5-A8.3 8-A8.3 3-A8.3 4-A8.3 5-A8.3 8-A8.3 3-A8.3 4-A8.3 5-A8.3 8-A8.3 3-A8.3 4-A8.3 5-A8.3 8-A8.3 6-A8.3 3-A8.3 4-A8.3 5-A8.3 1" 10-A8.3 7'-2 1 2 SC 2'-4" 7'-7 1 2 SC 1'-0" SC 1'-0 1 2 SC 1" 1 2 7'-2 1 2 SC 2'-4" 7'-7 1 2 SC 1'-0" SC 1'-0 1 2 SC 1" 1 2 7'-2 1 2 SC 2'-4" 7'-7 1 2 SC 1'-0" SC 1'-0 1 2 SC 1" 1 2 7'-2 1 2 SC 2'-4" 7'-7 1 2 SC 1'-0" SC 1'-0 1 2 SC 1" 1 2 7'-2 1 2 SC T 7'-1" 7'-1" ALUMINUM BRAKE BY WINDOW MANUF ALUMINUM BRAKE BY WINDOW MANUF ALUMINUM BRAKE BY WINDOW MANUF 9-A8.3 7-A8.3 O.H. 7'-71 4 (2) EQUAL SPACES 83 4 TYP. 2 83 4 TYP. 3'-4" 3'-6" M.O. 6'-6" 13'-4" M.O. 1-A3.19 3-A3.19 1-A3.19 3-A3.19 1-A3.19 3-A3.19 1-A3.19 3-A3.19 1-A3.19 3-A3.19 4" SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: Mar 14, 2012 12:15pm USER jellard F:\All_Projects\097 Walmart\10-097S Washington (Georgia-Missouri), DC (5968-00)\001 MMA\Current Dwgs\CD's\0720A8.3 WINDOW DETAILS 5968.dwg 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: THIS DRAWING WAS PREPARED FOR USE Washington, DC (Georgia Ave) DATE ON 12/13/11 DIFFERENT PROJECT SITE OR AT A LATER REFERENCE OR EXAMPLE ON ANOTHER PROPERLY LICENSED ARCHITECTS AND DRAWING FOR REUSE ON ANOTHER CONTRARY TO THE LAW. 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICING15'-0 M.O. 3'-5 1 2 6 1 4 6 1 4 2 1 2 P 14'-5" (4) EQUAL SPACES 1 4 5" 11 4 P 2 1 2 1" 1'-0 1 2 P P 8 TYP. 3'-6" 6 1 4 3 1 4 2 1 2 P 3F P 21 2 8 TYP. 2 1 2 9 1 2 1 2 P P 3'-6" 3'-1 1 2 2 1 2 13'-4" M.O. 6 1 4 6 1 4 2 1 2 P 13'-1" (4) EQUAL SPACES 1 4 1 4 11 4 P 1" 1'-0 1 2 P P 13'-8" R.O.

83 4 TYP. 3'-6" 6 1 4 3 1 4 2 1 2 P 3G P 2 83 4 TYP. 2 1 2 9 1 2 1 2 P P 3'-6" 3'-5 1 2 2 1 2 R.O. 2'-7 1 2 6 1 4 6 1 4 2 1 2 P 1" 1'-0 1 2 P 3 4 TYP. 3'-6" 6 1 4 6 1 4 2 1 2 P 3H 1 2 3 4 TYP. 2 1 2 1'-0 1 2 P P 3'-6" 2'-7 1 2 2 1 2 17'-0" R.O.

P EQ. EQ. 1'-10 1 2 1 2 18'-0" R.O. 3J M M M 14'-8" R.O. 2'-7 1 2 6 1 4 6 1 4 2 1 2 P 1 4 1 4 11 4 1" 1'-0 1 2 P 3 4 TYP. 3'-6" 6 1 4 6 1 4 2 1 2 P 21 2 3 4 TYP. 2 1 2 1'-0 1 2 P P 3'-6" 2'-7 1 2 2 1 2 P EQ. EQ. 1'-10 1 2 1 2 18'-0" R.O. R.O. M M M 4'-0" 4'-0" 7'-1" 15'-8 1 2 11'-0" 2'-4" 2'-4" 7'-7 1 2 SC 15'-8 1 2 1'-0" SC 1'-0 1 2 SC 3'-10 1 2 SC 1" 1 2 11'-0" 14'-10 1 2 11'-0" 2'-3 1 2 SC 7'-7 1 2 SC 14'-10 1 2 1'-0 1 2 SC 1'-0 1 2 SC 5'-10 1 2 SC 11'-0" 7'-1" 7'-1" 7'-1" 1 2 1 2 9-A8.3 7-A8.3 7-A8.3 7-A8.3 3-A8.3 4-A8.3 5-A8.3 8-A8.3 3-A8.3 4-A8.3 5-A8.3 8-A8.3 4-A8.3 5-A8.3 8-A8.3 4-A8.3 8-A8.3 5-A8.3 3-A8.3 3-A8.3 1" 2'-4" 7'-7 1 2 SC 1'-0" SC 1'-0 1 2 SC 1" 1 2 7'-2 1 2 SC 7'-7 1 2 SC 2'-3 1 2 SC 1'-0 1 2 SC 1" 5'-10 1 2 SC 1'-0 1 2 SC 2 1 2 2 1 2 7-A8.3 O.H. 1" ALUMINUM BRAKE BY WINDOW MANUF 1 4 1 4 11 4 4'-0" 4'-0" 4'-0" 1-A3.19 3-A3.19 1-A3.19 3-A3.19 1-A3.19 3-A3.19 1-A3.19 3-A3.19 14'-8" @ 3H R.O. 2'-7 1 2 6 1 4 6 1 4 2 1 2 P 1" 1'-0 1 2 P 3 4 TYP. 3'-6" 6 1 4 6 1 4 2 1 2 P 3HA 1 2 3 4 TYP. 2 1 2 1'-0 1 2 P P 3'-6" 2'-7 1 2 2 1 2 P EQ. EQ. 10 1 2 1 2 17'-0" R.O. R.O. M M M 14'-10 1 2 11'-0" 7'-1" 1 2 7-A8.3 4-A8.3 5-A8.3 8-A8.3 3-A8.3 7'-7 1 2 SC 1'-3 1 2 SC 1'-0 1 2 SC 1" 5'-10 1 2 SC 1'-0 1 2 SC 2 1 2 1 4 1 4 11 4 4'-0" 4'-0" 4'-0" 1-A3.19 3-A3.19 3HB 14'-8" @ 3HA 14'-6" @ 3HB 1'-0" FIN. FLR 4'-10" R.O. 2'-7 1 2 6 1 4 6 1 4 2 1 2 21 2 1 4 2 1 4 1" 1'-0 1 2 P 3 4 TYP. 3'-6" 6 1 4 6 1 4 2 1 2 21 2 2 1 2 1'-0 1 2 P 3'-6" 2'-7 1 2 10 1 2 1 2 17'-0" R.O. 20'-10" R.O. 2'-7 1 2 6 1 4 6 1 4 2 1 2 P 20'-7" (6) EQUAL SPACES 1 11 4 2 1 2 1" 1'-0 1 2 8 TYP. 3'-6" 6 1 4 6 1 4 2 1 2 P 3N 1 2 3 4 TYP. 2 1 2 1'-0 1 2 P 3'-6" 3'-0" 2 1 2 P 1'-10 1 2 1 2 25'-6" R.O.

P P P P P P P P 2'-7 1 2 4'-1" 18'-0"2 1 2 3M 3P 11'-10" R.O. 2'-7 1 2 6 1 4 6 1 4 2 1 2 P EQ. 1 11 4 1 4 2 1 2 1" 1'-0 1 2 8 TYP. 3'-6" 6 1 4 6 1 4 2 1 2 P 22 3 4 TYP. 2 1 2 1'-0 1 2 P 3'-6" 3'-0" 2 1 2 P 1'-10 1 2 1 2 25'-6" R.O. R.O. P 2'-7 1 2 4'-1" EQ. 3'-8"

M MMMMMM M M 22'-0" 17'-8 1 2 11'-0" 7'-0" DOOR 22'-0" 5-A8.3 1-A3.19 3-A8.3 4-A8.3 5-A8.3 3-A8.3 4-A8.3 5-A8.3 8-A8.3 6-A8.3 8-A8.3 1" 10-A8.3 1" 1" 15'-2" R.O. 2'-7 1 2 6 1 4 6 1 4 2 1 2 P 1 11 4 1" 1'-0 1 2 P 8 TYP. 3'-6" 6 1 4 6 1 4 2 1 2 P 22 8 TYP. 2 1 2 1'-0 1 2 P P 3'-6" 2'-7 1 2 2 1 2 P EQ. EQ. 1'-10 1 2 1 2 18'-0" R.O. R.O. M M M 4'-0" 4'-0" 4-A8.3 8-A8.3 5-A8.3 3-A8.3 7'-7 1 2 SC 14'-10 1 2 1'-0 1 2 SC 5'-10 1 2 SC 11'-0" 7'-1" 1 2 7-A8.3 1" 2'-3 1 2 SC 7'-7 1 2 SC 14'-10 1 2 1'-0 1 2 SC 1'-0 1 2 SC 5'-10 1 2 SC 11'-0" 7'-1" 1 2 17-A8.23 1" 2'-3 1 2 SC 7'-7 1 2 SC 14'-10 1 2 1'-0 1 2 SC 1'-0 1 2 SC 13'-4 1 2 SC 11'-0" 7'-1" 1 2 7-A8.3 2'-3 1 2 SC 7'-7 1 2 SC 1'-0 1 2 SC 1'-0 1 2 SC 13'-4 1 2 SC 1 2 T 4'-0" R.O. 2'-7 1 2 6 1 4 6 1 4 2 1 2 1 2 1 4 2 1 4 1" 1'-0 1 2 P 83 TYP. 3'-6" 6 1 4 6 1 4 2 1 2 3K 1 2 2 1 2 1'-0 1 2 P 3'-6" 2'-7 1 2 1'-10 1 2 1 2 18'-0" R.O. R.O.2 1 2 M 5-A8.3 3-A8.3 4-A8.3 2'-3 1 2 SC 7'-7 1 2 SC 14'-10 1 2 1'-0 1 2 SC 1'-0 1 2 SC 5'-10 1 2 SC 11'-0" 7'-1" 1 2 7-A8.3 1" ALUMINUM BRAKE BY WINDOW MANUF 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 4" 17-A8.23 SIM. 4" ALUMINUM BRAKE BY WINDOW MANUF 7-A8.3 O.H. 7-A8.3 O.H. 17-A8.23 4" 2 1 2 2 1 2 2 1 2 2 1 2 ALUMINUM BRAKE BY WINDOW MANUF 4'-0" 3-A3.19 1-A3.19 4-A8.3 3-A3.19 3-A3.19 1-A3.19 3-A3.19 1-A3.19 3-A3.19 1-A3.19 4'-0" R.O. 2'-7 1 2 6 1 4 6 1 4 2 1 2 21 21 2 1 4 1" 1'-0 1 2 P 83 4 TYP. 3'-6" 6 1 4 6 1 4 2 1 2 3KA 21 2 1 2 1'-0 1 2 P 3'-6" 2'-7 1 2 10 1 2 1 2 17'-0" R.O. R.O.2 1 2 M 5-A8.3 3-A8.3 4-A8.3 1'-3 1 2 SC 7'-7 1 2 SC 14'-10 1 2 1'-0 1 2 SC 1'-0 1 2 SC 5'-10 1 2 SC 11'-0" 7'-1" 1 2 7-A8.3 1" 2 1 2 3-A3.19 1-A3.19 FIN. FLR 1'-0" 3-A8.3 FIN. FLR 3L 1'-3 1 2 SC 1'-0 1 2 SC 1'-0" 1'-0" SC 2{}" 7 1 2 71 2 3 8 1 2 2 1 2 1" 1" 1/8" ALUMINUM BRAKE BY WINDOW MANUF. 7 1 2 3 8 71 2 1 2 7 JAMB DETAIL 3"=1'-0"051009 C\a083-007 9 CORNER DETAIL 3"=1'-0"051009 C\a083-009 5 HEAD DETAIL 3"=1'-0"051009 C\a083-005 WEEP 2 1 2 1 2 71 2 2 1 2 1" 1" 71 3 SILL DETAIL 3"=1'-0"051009 C\a083-003 4 HORZ. MULLION 3"=1'-0"051009 C\a083-004 8 VERT. MULLION 3"=1'-0"051009 C\a083-008 1 2 7 1 2 1" 1" T-ANCHOR BY WINDOW MANUF. 1" MIN. 21 2 7 1 2 1" 6 JAMB DETAIL 3"=1'-0"051009 C\a083-006 1" 1 8 2 1 2 3 4 10 TRANSOM DETAIL 3"=1'-0"051009 C\a083-010 1" 1" DOOR DOOR 13 JAMB DETAIL 3"=1'-0"051009 C\a083-013 22 1 2 2 1 2 1 4 14 VERT. MULLION 3"=1'-0"051009 C\a083-014 22 1 2 2 1 2 3 4 1" FACE OF STEEL BEAM BELOW VERT. CAP BY CURTAIN WALL MANUF. THK. GYP. BOARD MURAL VINYL COVER 2 METAL STUD @ 16" O.C. 2 1 2 1 2 11 SILL DETAIL 3"=1'-0"051009 C\a083-011 1 2 21 2 12 HEAD DETAIL 3"=1'-0"051009 C\a083-012 3 4 1" COL. FACE OF STEEL BEAM BELOW VERT. CAP BY CURTAIN WALL MANUF. THK. GYP. BOARD MURAL VINYL COVER 2 1 2 1 2 1 2 21 2 3 4 1" MURAL VINYL COVER THK. GYP. BOARD VERT. CAP BY CURTAIN WALL MANUF. FACE OF STEEL BEAM ABOVE COL. 3" 2 METAL STUD @ 16" O.C. 2 METAL STUD @ 16" O.C. VERT. CAP BY CURTAIN WALL MANUF. THK. GYP. BOARD MURAL VINYL COVER 2 METAL STUD @ 16" O.C. 3 4 1" FACE OF STEEL BEAM BELOW COL. 3" COL. 3" 15 END CORNER 3"=1'-0"051009 C\a083-015 FACE OF STEEL BEAM BELOW BRAKE METAL BY CURTAIN WALL MANUF. THK. GYP. BOARD MURAL VINYL COVER METAL STUD @ 16" O.C. 4.3 16 INSIDE CORNER 3"=1'-0"051009 C\a083-016 21 2 1 2 2 1 2 3 4 1" FACE OF STEEL BEAM BELOW VERT. CAP BY CURTAIN WALL MANUF. THK. GYP. BOARD MURAL VINYL COVER METAL STUD @ 16" O.C. B 3" 3" 1 8 VERT. CAP BY CURTAIN WALL MANUF. 1" 1" FACE OF QUIK-BRIK 4.3 3" 1" 3" 1'-3 1/2" N.T.S. 2 1 2 17 TUBE ANCHOR DTL 3"=1'-0"051009 C\a083-017 4"X 6" X FULL HEIGHT ALUM. BRAKE METAL TRIM BY CURTAIN WALL MANUF. PROVIDE BUTYLE TAPE BETWEEN STEEL COLUMN SURFACE AND BRAKE METAL 7 1 2 1 2 NOTE: TOP SIMILAR ISOMETRIC 4" 1 4 6" SECURED 2" X2" X 4" X ALUM. ANGLE AT BOTH TOP & BOTTOM PROVIDE CUT OUT FOR ANGLE ACCESS 1 4 TYP. 2 WINDOW DETAILS- 7 1/2" MULLION SYSTEM 4A 6'-0" R.O. 23'-0" R.O. 5'-6" 2 1 2 22'-9 (3) EQUAL SPACES 1 4 1 4 1 4 21 2 2 1 2 1 2 1 2 15-A8.3 11-A8.3 14-A8.3 12-A8.3 16-A8.3 4C 13'-5" R.O. 13'-21 4 (2) EQUAL SPACES 14 1 1 4 21 16-A8.3 11-A8.3 14-A8.3 12-A8.3 13-A8.3 O.H. 4D 14'-8" R.O. 14'-5" (2) EQUAL SPACES 1 1 4 1 4 22 13-A8.3 11-A8.3 14-A8.3 12-A8.3 4E 4'-0" R.O. 3'-9" 1 1 4 1 1 4 13-A8.3 11-A8.3 12-A8.3 4F 17'-4" R.O. 17'-1" (2) EQUAL SPACES 11 4 1 4 1 1 4 21 2 13-A8.3 11-A8.3 14-A8.3 12-A8.3 4B 11'-6" R.O. 11 1 4 1 4 1 4 13-A8.3 11-A8.3 6'-0" R.O. 5'-6" 2 1 2 2 1 2 1 2 1 2 6'-0" R.O. 5'-6" 2 1 2 2 1 2 1 2 1 2 6'-6" R.O. 6'-0" 2 1 2 2 1 2 1 2 1 2 6'-0" R.O. 5'-6" 2 1 2 2 1 2 1 2 1 2 6'-0" R.O. 5'-6" 2 1 2 2 1 2 1 2 1 2 MV MV MV MV MV MV MV MV MV MV MV 4G 17'-4" R.O. 17'-1" (2) EQUAL SPACES 1 11 4 1 22 13-A8.3 11-A8.3 14-A8.3 12-A8.3 2'-10" R.O. 2'-4" 2 1 2 2 1 2 1 2 1 2 MV MV 14-A8.3 11'-3" (2) EQUAL SPACES 12-A8.3 P M MV LEGEND 1" INSULATED SPANDREL GLAZING PLYWD PANEL WITH METAL SKIN 1" INSULATED MAPES PANEL MURAL VINYL COVER 1" INSULATED GLAZING UNIT (EXTERIOR) 4 GLAZING UNIT (INTERIOR) SC SNAP COVER (LENGTH) T TEMPERED GLASS 1 1 1 1 1 BID SET. NOT FOR CONSTRUCTION.

R.O.

14'-7{}"

25'-6"

3'-8"

PL19 A9 PLASTIC LAMINATE TOP AND BACKSPLASH ON 3/4" SUBSTRATE 1 1/4" OD STEEL PIPE AT 4'-0" OC MAXIMUM PAINT TO MATCH ADJACENT WALL UNLESS NOTED OTHERWISE FLANGE ATTACHMENT SCREW AT COUNTER AND TO FLOOR SEALED HARDWOOD EDGE CONTINUOUS 2x4 BLOCKING CONT SEALANT 4" 2'-6" UNO 1 1 2 2'-8" SET PLYWOOD ON SEALANT BED 2x8 WOOD BASE SET BASE IN CONTINUOUS SEALANT 1/2" PLYWOOD WAINSCOT OVER GYPSUM BOARD 1/2" GYPSUM BOARD CHAMFERED SMOOTH WALL PARTITION WAINSCOT LOCATIONS AND HEIGHTS REF PLANS SEALANT 3/8" DIAMETER EXPANSION ANCHORS WITH 2 1/2" MIN. EMBEDMENT AT 36" OC AT METAL STUD RUNNER VARIES 3/8" EXPANSION BOLTS AT 48" OC EXTERIOR WALL 1/8" BENT STEEL PLATE CONTINUOUSLY VERTICAL TO COVER PLUMBING VENT NOTE: REFERENCE GROCERY WASTE AND VENT PLANS FOR LOCATION OF VENTS REQUIRING PROTECTIVE COVER DISREGARD DETAIL IF NO REFERENCE IS FOUND SEAL EDGES IN FOOD PREP AREAS 1/4" CHAMFER AT PLASTIC LAMINATE AND HARDWOOD EDGE PLASTIC LAMINATE ON 3/4" SUBSTRATE SEALED HARDWOOD EDGE TRIM TYP 1xBLOCKING 1 1 2 3 GRID GRID GRID GRID GRID GRID GRID GRID GRID GRID A B C D E 8" STEEL COLUMN 8" METAL STUDS GYPSUM BOARD 6" STEEL COLUMN 8" METAL STUDS GYPSUM BOARD 8" STEEL COLUMN 8" METAL STUDS GYPSUM BOARD 5/8" PLYWOOD GYPSUM BOARD GYPSUM BOARD GYPSUM BOARD 6" STEEL COLUMN 6" METAL STUDS GYPSUM BOARD 8" STEEL COLUMN 6" METAL STUDS GYPSUM BOARD GYPSUM BOARD SEALANT, EACH SIDE 4" 3" 1" 1" 4" 3" 4" 4" 3" 1 5 8 3" 4" 2" 4" 4" 6" 2" 2'-6" 6" PLAN CORNER OF WALL PLAN AT DOOR DOOR JAMB PLAN AT DOOR DOOR JAMB CL CL C CL C CL PLAN END OF WALL CL CL CL 1 1 2 MAX AIR CURTAIN UNIT OVERHEAD DOOR AND TRACK BELOW INTERIOR BENT PLATE 1/4"x4"x4" WITH 3"x1/2" SLOT AT EACH END AS SHOWN, WELD TO BRACKET BENT PLATE BRACKET 1/4"x4"x1'-6" WITH (2) 1/4"x 2 1/4" TAPCON TO WALL 4" 1'-6" FASTEN ANTI-SWAY BRACKET ASSEMBLY TO UNISTRUT WITH NUT AND WASHER AT BOTTOM OF THREADED ROD UNISTRUT ATTACHED TO AIR CURTAIN PER MFR RECOMMENDATIONS EDGE OVERHEAD TRACK ABOVE GALVANIZED METAL CASING BEAD CEILING ACCESS DOOR CEILING JOIST HEADER CEILING JOIST DOUBLE JOISTS AT EACH SIDE OF OPENING 16 GAUGE CLIP ANGLE ANCHOR WITH (4) #10 TEK SCREWS EACH LEG OPENING SIZE REF SPECS 3" 2'-0" 2'-8" ROUND OFF CONCRETE TOP 4" DIAMETER CORE DRILLED PIPE BOLLARD, FILL WITH CONCRETE CONCRETE FLOOR SLAB (THICKNESS OR PROFILE MAY VARY DEPENDING ON LOCATION) 8" DIAMETER CORE DRILL CONCRETE FILL 2'0" 6" SEE CHART VARIES FIN. FLOOR SLAB, REF STRU. CONCRETE FILL 8" DIA. CORE DRILL FOR 4" BOLLARD & (10" DIA. FOR 6" BOLLARD) 3/4" DIA. STEEL STUD DOME CAP WELDED TO BOLLARD, GROUND SMOOTH H.S.S. BOLLARD 3" H.S.S. DIA. HEIGHT ABOVE FFL. (INCHES) MATERIAL 4" 32" STAINLESS STEEL 6" 32" GALV. STEEL PAINTED YELLOW 4" 48" GALV. STEEL PAINTED YELLOW 1 3/4" TYP. 6" 48" GALV. STEEL PAINTED YELLOW BOLLLARD BASE PLATE, SEE 3/A9. 1' 0" 1/4" DIA. S.S. ALLEN-KEY HEAD COUNTER-SUNK SCREWS EACH SIDE 1/4" CONT. FILLET WELD 4" O.D. X 12" HSS SLEEVE WELDED TO CAST-IN BASE PL. 1/2" O.D. X 0.12" STAINLESS STEEL TUBE WITH S.S. CAP 32" OR AS NOTED ON PLAN VARIES STAINLESS STEEL CAP WELDED TO TUBE, GROUND SMOOTH CONC. SLAB, SEE STRU. BOLLLARD BASE PLATE, SEE 13/A9. 1/4" CONT. FILLET WELD 4" DIA GALV. STEEL TUBE OR NOTED ON PLAN 48" TYP. OR SPECIFIED ON PLAN GALV. STEEL CAP WELDED TO TUBE, GROUND SMOOTH CONC. SLAB, SEE STRU. 1/2" 1/2" 4" 3" 3/16" 1/4" 2" EQ EQ 3/16" X 1 1/2" X 5/8" STEEL PL. WELDED TO 3/16" X 3" X 4" BASE PL. 1/4" RADIUS CHAMFER 3/4" DIA. HOLE FOR AC CAGE LOCK SLOTTED HOLE 1"X 1" X 14 GA. TUBING 3/16"X3"X4" GROUND PL WELDED TO BOTTOM OF CAGE 1/4" FILLET WELD ALL ROUND 1/2" 3/16" X 1 1/2" X 5/8" STEEL PL. WELDED TO 3/16" X 3" X 4" BASE PL. 1"x1" X 14 GA. TUBING TUBING FRAME ABOVE 3/8" 2" 2" 3/8" DIA. HOLE AT BOTTOM PL. FOR FLOOR ANCHOR SECTION THROUGH BASE PLATE PLAN AT ANCHOR PLATE FIN. FLOOR 1" X 2" X 10 GA. WIRE WELDED MESH 3/16" X 3" X 4" STEEL PL. W/ SLOTTED HOLE 3/16" X 3" X 4" CAGE LOCK BASE PL. ANCHORED TO FLOOR, (3) PER CAGE MIN. SITE VERIFIED EQUIPMENT HEIGHT + 6" PROVIDE AT LEAST 2 CU LOCKS PER CAGE 4" HOUSE KEEPING PAD, REFER TO PLAN FOR DIMENSIONS. (2) NO. 4" DIA. X 48" GALV. STEEL BOARDS PAINTED YELLOW 1" X 2" X 10 GA. WIRE WELDED MESH ON THREE SIDES 1" TUBING CONDENSING UNIT PROTECTION CAGE (REMOVABLE) SITE VERIFIED EQUIPMENT WIDTH 6" NOTE: CONTRACTOR TO VERIFY FINAL CAGE DIMENSIONS WITH EQUIPMENT OPENING REQUIREMENT AND SPECIFICATIONS PRIOR TO FABRICATION OF CAGE. 1. ALL STEEL TUBING AND WELDED MESH TO BE PAINTED BLACK. 2. CU, REFER TO MEP REMOVABLE CU PROTECTION CAGE WI SECURITY LOCK 4" CONC. PAD 4" DIA X 48" BOLLARDS DOCK LEVELER PIT, REF PLAN FOR LOCATION. REF STRU FOR CONCRETE BLOCK-OUT MANUAL SAFETY GATE INSTQALLED PER MFR RECOMMENDATIONS. REF SPECIFICATIONS GATE MOUNTING PLATE & ACTIVATION TO PROVIDE 96" MIN. CLEARANCE REF PLAN AND ELEVATIONS FOR WALL TYPE AND THICKNESS 8' 0" 8" THIS DRAWING WAS PREPARED FOR USE CONTEMPORANEOUSLY WITH ITS ISSUE DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND PROJECT IS NOT AUTHORIZED AND MAY BE TO THE LAW. CONSULTANTS STIPULATION FOR REUSE ISSUE BLOCK CHECKED BY: DRAWN BY: PROTO CYCLE: DOCUMENT DATE: SHEET: JOB NUMBER: PROTO: 3/14/2012 12:25:31 PM C:\Revit Projects Local Files\Walmart\10-097S Washington (Georgia Ave)\5968_Washington(Georgia Ave),DC_A_V12_JE.rvt Washington DC, (Georgia Ave) Washington DC, (Georgia Ave) Store No: 5968-00 A9 INTERIOR DETAILS 10-097S C-106M-NO-NO DMC MMA 082611 12/13/11 ISSUED FOR PERMIT PRICING 12/13/11 Office Center 66 3297 Route 66 Neptune, NJ 07753 T:732.918.2300 F:732.918.2351 Massa Montalto Architects, PC MA Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC License No: ARC100770 1" 1'-0" 1 COUNTER SECTION 1 1/2" 1'-0" 2 WAINCOT SECTION 3" 1'-0" 7 PIPE PROTECTOR 3" 1'-0" 6 EDGE SECTION 1 1/2" = 1'-0" 5 COLUM FURRING CONDITIONS (TYP) 1/2" = 1'-0" 17 BOLLARD PLANS 1 1/2" 1'-0" 11 AIR CURTAIN BRACKET 3" 1'-0" 12 CEILING ACCESS DOOR 1" 1'-0" 8 CORE DRILLED BOLLARD SECTION 3/4" = 1'-0" 13 BOLLARD MOUNTING PLATE 1 1/2" 1'-0" 15 CORE DRILL BOLLARD WITH CAP 3" 1'-0" 14 S.S. BOLLARD DETAIL (TYPE 1) 3" 1'-0" 16 GALV. BOLLARD (SITE WELDED) 6" = 1'-0" 20 CU CAGE DETAIL 1/2" = 1'-0" 19 FRONT ELEVATION (CU PROTECTION CAGE) 1 03/09/12REV #2 1/2" = 1'-0" 4 SAFETY GATE - PLAN BID SET. NOT FOR CONSTRUCTION.

2'-6"

EQUAL

2'-3"

SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: Mar 14, 2012 12:16pm USER jellard F:\All_Projects\097 Walmart\10-097S Washington (Georgia-Missouri), DC (5968-00)\001 MMA\Current Dwgs\CD's\0730 A9.1 BREAK ROOM MILLWORK DETAILS5968.dwg 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: ON A SPECIFIC SITE AT CONTEMPORANEOUSLY WITH ITS ISSUE AND IT IS NOT SUITABLE FOR USE ON A TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF ENGINEERS. REPRODUCTION OF THIS PROJECT IS NOT AUTHORIZED AND MAY BE 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICINGBREAK ROOM MILLWORK DETAILS A9.1 03/09/12 REV # 2 4 NOT USED 1.REF A7 FOR SCHEDULE FINISH KEY 2.REF ELEVATIONS FOR CABINET FINISHED END CONDITIONS 3.ALL EXPOSED COUNTERTOP CORNERS TO BE EASED SHEET NOTES a0910-gn ABBREVIATION LEGEND a0910-abbreviation legend B BUTT JOINT F FINISHED END FE FINISHED EDGE W BUTTS AT WALL 2 BREAK ROOM ELEVATION 1/2"=1'-0" 062411 a0910-002-f PLASTIC LAMINATE ON 3/4" SUBSTRATE FRONTS AND EXPOSED ENDS TYP ALL CABINETRY IN BREAK ROOM PL19 COUNTER TOP WITH SET ON BACKSPLASH TYP SST4 F F NOTE:INSTALL BASE MOLDING AFTER INSTALLATION OF CABINET F Plastic Cans Trash 2'-6" 2'-6" 2'-6" 2'-8" 1'-11 2 10'-2" 12 A9.1 13 A9.1 F F F F F F F 14'-3" 2'-6" 1'-3" 3'-0" 1'-3" 2'-6" 3'-9" NOTE:INSTALL BASE MOLDING AFTER INSTALLATION OF CABINET 7'-0" PLASTIC LAMINATE ON 3/4" SUBSTRATE FRONTS AND EXPOSED ENDS COUNTER TOP WITH SET ON BACKSPLASH CONTINUOUS SEALANT PLASTIC LAMINATE ON 3/4" SUBSTRATE FRONTS AND EXPOSED ENDS OPEN 2'-4" 3 BREAK ROOM ELEVATION 1/2"=1'-0" 062411 a0910-003 SINK, FAUCET AND DRAIN PROVIDED BY GC REF PLUMBING PL19 SST4 PL19 F 6 A9.1 9 A9.1 7 A9.1 8 A9.1 5 BREAK ROOM COUNTERTOP SIZES 1/2"=1'-0" 062411 a0910-005-f W FE B FE 8" DIA 8" DIA 7'-6" 2'-6" 2'-6"EQ EQEQ 12"DIA 6" FE 1 2 W FE FE FE 14'-3" 2'-3"

EQUAL

2'-6"

EQUAL

2'-6"

FIELD CUT FOR SINK INSTALLATION B A ℄ ℄ ℄ 1 BREAK ROOM PLAN 1/4"=1'-0" 032610 xa0910-001-f 2-A9.1 3-A9.1 5A-A9.1 5B-A9.1 5B A9.1 COUNTER TOP 5A A9.1 COUNTER TOP 15 TOE SPACE 6"=1'-0"032610 a0910-015 PLASTIC BASE ANCHOR WITH SCREWS AT 16" OC BASE SET IN FULL BED OF MASTIC 2x BASE FRAME DOOR OR DRAWER 2" 4" BUMPER PAD B9 PLASTIC BASE 6 LOWER CABINET SECTION 1"=1'-0" 062411 a0910-006 2'-3" DRAWER 2'-10" MAXIMUM HEIGHT AFF 1'-10" 4" 4" 15 A9.1 6 5 8 1 8 3 8 3 4 2'-0" 1 2 WOOD BLOCKING TYP CONT SEALANT PLASTIC LAMINATE ON 3/4" SUBSTRATE EXTERIOR AND EXPOSED SIDES PL19 DRILL FOR ADJUSTABLE SHELVES PL19 COLOR TO MATCH ALL INTERIOR COMPONENTS MELAMINE ON 3/4" SUBSTRATE (UNO) SST4 COUNTER TOP WITH SET ON BACKSPLASH 1-ADJ EASED EDGE REF 5-A9.3 7 UPPER & LOWER CABINET SECTION 1"=1'-0" 062411 a0910-007 1'-10" 6 5 8 1 8 1 2 2'-3" 4" DRAWER WOOD BLOCKING TYP CONT SEALANT 2'-10" MAXIMUM HEIGHT AFF PLASTIC LAMINATE ON 3/4" SUBSTRATE EXTERIOR AND EXPOSED SIDES PL19 PLASTIC LAMINATE ON 3/4" SUBSTRATE EXTERIOR AND EXPOSED SIDES PL19 1'-0" 2'-0" 2'-2" 2'-0" CONT SEALANT CONT SEALANT 3 8 3 4 DRILL FOR ADJUSTABLE SHELVES PL19 COLOR TO MATCH PL19 COLOR TO MATCH ALL INTERIOR COMPONENTS MELAMINE ON 3/4" SUBSTRATE (UNO) DRILL FOR ADJUSTABLE SHELVES SST4 COUNTER TOP WITH SET ON BACKSPLASH 15 A9.1 ALL INTERIOR COMPONENTS MELAMINE ON 3/4" SUBSTRATE (UNO) 1-ADJ 2-ADJ WOOD BLOCKING TYP EASED EDGE REF 5-A9.3 8 UPPER & LOWER CABINET SECTION 1"=1'-0" 062411 a0910-008 1'-0" 1'-10" 1 2 2'-3" 4" DRAWER WOOD BLOCKING TYP CONT SEALANT 2'-10" MAXIMUM HEIGHT AFF PLASTIC LAMINATE ON 3/4" SUBSTRATE EXTERIOR AND EXPOSED SIDES PL19 PLASTIC LAMINATE ON 3/4" SUBSTRATE EXTERIOR AND EXPOSED SIDES PL19 2'-0" 2'-2" 2'-0" CONT SEALANT 6 5 8 1 8 3 8 3 4 PL19 ALL INTERIOR COMPONENTS MELAMINE ON 3/4" SUBSTRATE (UNO) DRILL FOR ADJUSTABLE SHELVES PL19 COLOR TO MATCH ALL INTERIOR COMPONENTS MELAMINE ON 3/4" SUBSTRATE (UNO) DRILL FOR ADJUSTABLE SHELVES 15 A9.1 SST4 COUNTER TOP WITH SET ON BACKSPLASH COLOR TO MATCH CONT SEALANT 1-ADJ 2-ADJ WOOD BLOCKING TYP EASED EDGE REF 5-A9.3 9 UPPER & LOWER CABINET SECTION 1"=1'-0" 062411 a0910-009 4 7 8 2'-3" 4" SINK BEYOND REF PLUMBING WOOD BLOCKING CONT SEALANT 2'-10" MAXIMUM HEIGHT AFF AT RIM OF SINK PLASTIC LAMINATE ON 3/4" SUBSTRATE EXTERIOR AND EXPOSED SIDES PL19 3 8 PLASTIC LAMINATE ON 3/4" SUBSTRATE EXTERIOR AND EXPOSED SIDES PL19 1'-0" 1'-6" 2'-8" CONT SEALANT 10" 1 ADJ CONT SEALANT 2'-4" PL19 COLOR TO MATCH ALL INTERIOR COMPONENTS MELAMINE ON 3/4" SUBSTRATE (UNO) DRILL FOR ADJUSTABLE SHELVES 3" FROM SHELF EDGE SST4 COUNTER TOP WITH SET ON BACKSPLASH 3" TYP 3" TYP 3 4 12 TRASH/RECYCLING CABINET SECTION 1"=1'-0" 062411 a0920-012 3'-8" REF PLAN FOR DIAMETER OF OPENING PLASTIC LAMINATE ON 3/4" SUBSTRATE EXTERIOR AND EXPOSED SIDES PL19 3'-5 7 8 3 8 EQ 4" 3 4 SST4 COUNTER TOP WITH SET ON BACKSPLASH PL19 COLOR TO MATCH ALL INTERIOR COMPONENTS MELAMINE ON 3/4" SUBSTRATE (UNO) 1" CONTINUOUS SEALANT 13 CLOSET CABINET SECTION 1"=1'-0" 032610 a0910-013 2'-0" 6'-8" PLASTIC LAMINATE ON 3/4" SUBSTRATE EXTERIOR AND EXPOSED SIDES PL19 4"

DRILL FOR ADJUSTABLE SHELVES PL19 COLOR TO MATCH ALL INTERIOR COMPONENTS MELAMINE ON 3/4" SUBSTRATE (UNO) 15 A9.1 1-ADJ WOOD BLOCKING TYP CONTINUOUS SEALANT 14 NOT USED 10 NOT USED 11 NOT USED 1 1 BID SET. NOT FOR CONSTRUCTION.

2'-6"

SHEET: CONSULTANTS STIPULATION FOR REUSE DOCUMENT DATE: PROTO CYCLE: DRAWN BY: CHECKED BY: Mar 14, 2012 12:17pm USER jellard F:\All_Projects\097 Walmart\10-097S Washington (Georgia-Missouri), DC (5968-00)\001 MMA\Current Dwgs\CD's\0735 A9.2 CUSTOMER SERVICE MILLWORK AND DETAILS 5968.dwg 082611 ISSUE BLOCK Massa Montalto Architects, PC Office Center 66 3297 Route 66 Neptune, NJ 07753 T: 732.918.2300 F: 732.918.2351 Gabriel J. Massa, RA, AIA, NCARB, LEED AP DC Lic.: ARC100770 MMA DMC Washington DC, (Georgia Ave) 10-097S JOB NUMBER: PROTO: ON A SPECIFIC SITE AT CONTEMPORANEOUSLY WITH ITS ISSUE AND IT IS NOT SUITABLE FOR USE ON A TIME. USE OF THIS DRAWING FOR PROJECT REQUIRES THE SERVICES OF ENGINEERS. REPRODUCTION OF THIS PROJECT IS NOT AUTHORIZED AND MAY BE 5968-00 STORE NO. 12/13/11 C-106M-NO-NO 12/13/11 ISSUED FOR PERMIT PRICINGCUSTOMER SERVICE MILLWORK AND DETAILS A9.2 03/09/12 REV # 2 6 BASE CABINET SECTION 1"=1'-0" 062411 a0920-006 EDGE COLOR TO MATCH PL4 1 2 2'-11 1 4 ALL INTERIOR COMPONENTS MELAMINE ON 3/4" SUBSTRATE (UNO) COLOR TO MATCH 3 4 2-ADJ 2'-61 2 TYP TYP 1 4 1 4 2'-101 2 DRILL FOR ADJUSTABLE SHELVES SPACE FOR WIRE CHASE 15 A9.1 OH PL4 3'-0" SST4 WOOD BLOCKING TYP EASED EDGE REF 5-A9.2 COUNTER TOP CONT SEALANT TYP 5 COUNTERTOP EDGE 6"=1'-0" 062411 a0920-005 3 4 EASED EDGE SST4 1.REF SHEET A7 FOR SCHEDULE FINISH KEY 2.REF ELEVATIONS FOR CABINET FINISHED END CONDITIONS 3.ALL EXPOSED COUNTERTOP CORNERS ARE TO BE EASED SHEET NOTES a0920-gn KEY NOTES a0920-knotes 1 1/2"x1 1/2" STAINLESS STEEL CORNER GUARD TO 4'-0" AFF 10.20 ABBREVIATION LEGEND a0920-abbreviation legend ADJ ADJUSTABLE SHELF B BUTT JOINT CAB BUTTS TALLER CABINET F FINISHED END FE FINISHED EDGE W BUTTS AT WALL 9 BASE CABINET SECTION 1" 1'-0" 062411 a0920-009 2'-1" 2'-3" 1'-9" TYP 1 2 11 2 1'-10" 4" BUMPER RAIL BY WALMART DRAWER WITH LOCK PLASTIC LAMINATE ON 3/4" SUBSTRATE EXTERIOR AND EXPOSED SIDES 3 4 4" 10 1 2 1-ADJ 3/4"x3/4" ALUMINUM SHELF EDGE GUARD 10 1 8 2"Wx4"H WIRE CHASE 2" SPACE FOR WIRE CHASE 2'-11 1 4 2'-6 7/8" AT SIM PL4 ALL INTERIOR COMPONENTS MELAMINE ON 3/4" SUBSTRATE (UNO) COLOR TO MATCH DRILL FOR ADJUSTABLE SHELVES SST4 EDGE COLOR TO MATCH 15 A9.1 EA SIDE PL4 EASED EDGE TYP EACH SIDE REF 5-A9.2 COUNTER TOP CONT SEALANT TYP 7 BASE CABINET SECTION 1"=1'-0" 062411 a0920-007 2'-3" EDGE COLOR TO MATCH 1 2 11 2 1'-10" 4" BUMPER RAIL BY WALMART 3/4"x3/4" ALUMINUM SHELF EDGE GUARD PLASTIC LAMINATE ON 3/4" SUBSTRATE EXTERIOR AND EXPOSED SIDES 3 4 5 3 4 6" 2" SPACE FOR WIRE CHASE DRILL FOR ADJUSTABLE SHELVES 2"Wx4"H WIRE CHASE 1-ADJ 1'-9" 1'-9" 2'-1" 2'-11 1 4 2'-6 7/8" AT SIM PL4 ALL INTERIOR COMPONENTS MELAMINE ON 3/4" SUBSTRATE (UNO) COLOR TO MATCH SST4 JUNCTION BOX 1'-0" 1'-7" 15 A9.1 EA SIDE 1 1/2" SHELF STOP (TYP) 1 1 2 PL4 EASED EDGE TYP EACH SIDE REF 5-A9.2 COUNTER TOP CONT SEALANT TYP 8 BASE CABINET SECTION 1"=1'-0" 062411 a0920-008 2'-3" EDGE COLOR TO MATCH 1 2 1 1'-10" 4" BUMPER RAIL BY WALMART 3/4"x3/4" ALUMINUM SHELF EDGE GUARD PLASTIC LAMINATE ON 3/4" SUBSTRATE EXTERIOR AND EXPOSED SIDES 3 4 2-ADJ 1'-9" TYP

2"Wx4"H WIRE CHASE 2" SPACE FOR WIRE CHASE 2'-1" DRILL FOR ADJUSTABLE SHELVES PL4 ALL INTERIOR COMPONENTS MELAMINE ON 3/4" SUBSTRATE (UNO) COLOR TO MATCH SST4 15 A9.1 EA SIDE 1 1 2 PL4 EASED EDGE TYP EACH SIDE REF 5-A9.2 2'-11 1 4 2'-7 1/4" AT SIM COUNTER TOP CONT SEALANT TYP 1 COURTESY AREA 1/4"=1'-0"032610 xa0920-001-f 3-A9.2 2A-A9.2 12C A9.2 COUNTER TOP 12E A9.2 COUNTER TOP 12A/B A9.2 COUNTER TOPS 2B-A9.2 12D A9.2 COUNTER TOP 4A-A9.2 4B-A9.2 2C-A9.2 11 A9.2 4A COURTESY DESK ELEVATION 3/8"=1'-0" 032610 a0920-004-f PL4 TYP B9 BUMPER RAIL BY WALMART 8'-2" 3'-0" GRAIN DIRECTION TYP F 10.20 W 2A COURTESY DESK ELEVATION 3/8"=1'-0" 032610 a0920-002a-f TWIST LOCK RECEPTACLE (TYP) DUPLEX RECEPTACLE (TYP) JUNCTION BOX FOR DATA (TYP) 3'-0" 1'-03 8 5'-0" 4'-6" 1'-3" 1'-3" 1'-8" 1'-10" 1'-8" 1'-4" 1'-4" 1'-0" F F 8 A9.2 9 A9.2 7 A9.2 8 A9.2 9 A9.2 7 A9.2 2B COURTESY DESK ELEVATION 3/8"=1'-0" 032610 a0920-002b-f 1'-3" 1'-8" 1'-10" 2'-8" 2'-8" 5'-0" TWIST LOCK RECEPTACLE (TYP) DUPLEX RECEPTACLE (TYP) JUNCTION BOX FOR DATA (TYP) 1'-6" 1'-6" FILLER PIECE W F 8 A9.2 SIM 9 A9.2 SIM 7 A9.2 SIM 1'-0 2C COURTESY DESK ELEVATION 3/8"=1'-0" 032610 a0920-002c-f 3'-4" 1'-71 2 3'-0" 6 A9.2 W W 3 COURTESY DESK ELEVATION 3/8"=1'-0" 032610 a0920-003-f PL4 TYP B9 F 10.20 BUMPER RAIL BY WALMART 16'-934"± 2'-8" GRAIN DIRECTION TYP W 3'-0" 4B COURTESY DESK ELEVATION 3/8"=1'-0" 032610 a0920-004b-f W FILLER PIECE 3'-2" 5'-0" 1'-0" 1'-3" 1'-10" 1'-8" 1'-10" F 8 A9.2 A9.2 8 A9.2 8 A9.2 9 A9.2 12 COUNTERTOP SIZES 1/2"=1'-0" 062411 a0920-012 NOTE: EXCESS LENGTH TO BE CUT IN FIELD D W 8'-4" 2'-0" E W 83 4 7'-10" A W FE FE 8'-4" FE FE W FE FE FE B C FE FE FE FE W W W FE 3'-0" 4'-1112 45° 135° 135° 2'-3" 2" 10'-10 14 11'-9 34 " 1'-1" 4'-3" CAB 2'-3" FE 11 ENLARGED WEDGE AT COURTESY DESK 1"=1'-0" 032610 a0920-011 135° PL4 2x WOOD BLOCKING TYP OF PLASTIC LAMINATE ON 3/4" SUBSTRATE TOE KICK BELOW ADJACENT CABINET 2" 2'-1" 2" FINISHED FACE AT THIS LOCATION 1'-038 1'-03 8 1 1 1 1 1 BID SET. NOT FOR CONSTRUCTION.

TYP