2 3 15.07 FT1 SCB5 8.10 CT49 CT49 8.10 P131 FT1 SCB5 SCB5 8.10 P131 P131 SCB5 9.02 9.02 CT49 SCB5 SCB5 9.02 FT1 15.09 8.16 8.10 CEILING AS SCHEDULED P131 G4 G4 G4 G4 9.05 9'-4" PAINT TRANSITION LINE AT END OF PICK UP CHECK-IN OPENING 6 A6.3 GA3.1 3 GA3.1 4 BEYOND P162 P162 9.05 P162 9'-4" PAINT TRANSITION LINE AT 14'-0" P162 P209 P162 12 C D E G G.5 H F.7 E.2 D.4 B.8 E.9 D.2 C.3 B.6 F SCB5 P131 FT1 P131 8.10 9.51 9.51 B6 8.10 B6 9.96 8.10 8.10 9.02 SCB5 8.10 P131 P131 P131 P131 P131 FT1 FT1 BEYOND NRP1 FT1 P162 BEYOND SCB5 9.18 9.18 9.02 9.02 9.02 9.02 9.02 9.02 9.02 9.02 9.02 P131 P131 P131 9.05 CEILING AS SCHEDULED SCB5 8.16 CT49 G4 G4 G4 9.05 15.07 9.94 9.02 9.02 9.51 9.51 9.51 TYP 9.02 B6 B6 9.18 9.18 B6 B6 SCB5 FT1 9.18 9.18 6 A6.3 GA3.1 3 GA3.1 4 162 162 162 162 162 PAINT TRANSITION LINE AT 14'-0" 2 3 4 GA2.1 3 GA2.1 TYP 15.06 B11 OPEN TO DAIRY COOLER 9.51 P131 P131 P131 9.02 TYP 15.06 9.51 9.51 9.51 B6 9.02 P131 P131 9.18 9.94 PS7 B11 6.27 B11 9.02 8.10 9.96 9.02 9.96 P131 PS7 6.27 PS7 6.27 P131 P162 P162 P162 P162 P162 PAINT TRANSITION LINE AT 14'-0" P209 1. REF A7 FOR FINISH LEGEND AND SCHEDULE 2. PAINT EXPOSED UTILITY CONDUIT AND PIPES WHICH ARE VISIBLE TO SALES FLOOR THE SAME COLOR AS ADJACENT WALLS; WHERE ADJACENT TO TILE USE P131 SHEET NOTES EXHAUST HOOD DIVIDER BAR END CAP END CAP BOTTOM OF STAINLESS STEEL BACKSPLASH TO START 6" AFF TOP OF SCB STAINLESS STEEL CLOSURE ANGLE CEILING AS SCHEDULED 1. 2. NOTE: GC TO FIELD MODIFY BACKSPLASH TRIM. ACCESSORY TRIM PIECES TO START AT TOP OF SANITARY COVE BASE AND BOTTOM OF CLOSURE ANGLES. PROVIDE CONTINUOUS SEALANT AT ALL JOINTS. 93 DIVIDER BAR DIVIDER BAR SCB5 A B C D ANSUL SS BACKSPLASH AND TRIM FURNISHED BY EXHAUST HOOD SUPPLIER AND INSTALLED BY GC PER MFR RECOMMENDATIONS 7 1 00 DESCRIPTION STAINLESS STEEL BACKSPLASH ACCESSORIES QUANTITY END CAPS (7')3 DIVIDERS (7')5 CLOSURE ANGLE (7')1 INSIDE CORNERS (9'-6")0 L4x2x18GAx4" WITH (2) #10 TEK SCREW INTO STUD AND (2) #10x1/2" WOOD SCREWS TO BLOCKING REF ELEVATION FOR WOOD BLOCKING SIZE L2x2x18GAx4" WITH (2) #10 TEK SCREW INTO STUD AND (2) #10x1/2" WOOD SCREWS TO BLOCKING STUD CAVITIES 2x8 WOOD BLOCKING DUPLEX OUTLET AND DATA OUTLET MOUNTED 75" AFF REF ELECTRICAL STUD CAVITIES C E L N G H E G H T 13 58 55" ORDER READY BOARD OWNER FURNISHED. INSTALLED BY OWNER (LV CONTRACTOR) 63 50 B O T V NO BLOCKING AT SIM MONITOR SUPPORT BRACKET CONTACT: WREN SOLUTIONS walmart.support@wrensolutions.com OR 800-881-2249 (OPTION 4 FOR SALES/TECH SUPPORT). MONITOR SUPPORT GC FURNISHED AND INSTALLED 5-A5.2 SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 2 8 2 0 1 1 5 2 2 P M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 0 M nA R C H R V 2 0 s c a n s S Y N 2 v GA3 GROCERY INTERIOR ELEVATIONS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1/8" = 1'-0" 1 GROCERY FRONT WALL INTERIOR ELEVATION 1/8" = 1'-0" 3 GROCERY SIDE WALL INTERIOR ELEVATION 1/8" = 1'-0" 4 GROCERY REAR WALL ELEVATION KEYNOTE LEGEND 6.2748" HIGH WAINSCOT 8.10FLEXIBLE PLASTIC TRAFFIC DOOR 8.16CAFE TRAFFIC DOOR 9.02GYPSUM BOARD CONTROL JOINT 30'-0" OC MAXIMUM 9.05SUSPENDED BULKHEAD/SOFFIT HEIGHT AT BOTTOM OF STUD NOTED ABOVE KEYNOTE 9.18EXTEND PLASTIC BASE 24" BEHIND REFRIGERATED CASE OR FIXTURE UNO 9.511/2" GYPSUM BOARD INSTALLED TO FACE OF WALK-IN AS INDICATED ON PLANS.FASTENERS NOT TO EXCEED 1 1/2" IN LENGTH 9.94GYPSUM BOARD VERTICAL SLIP JOINT 9.96GYPSUM BOARD HORIZONTAL SLIP JOINT 15.06WALK-IN REACH-IN DOOR 15.07EXHAUST HOOD REF MECHANICAL 15.09EXPOSED WALK-IN PANEL 1/4" = 1'-0" 2 BACKSPLASH AT FRYER EXHAUST HOOD STAINLESS STEEL BACKSPLASH SIZE PANELWIDTHHEIGHT A4'0"9'4" B4'0"9'4" C4'0"9'4" D1'10"9'4" 1/2" 1'-0" 7 IN STORE ORB SCREEN WALL BLOCKING PLAN 1/2" = 1'-0" 6 OGP WOOD BLOCKING ELEVATION NOT USED 8 12 ISSUE BLOCK 7CCD#404/01/2021 12CCD#906/07/2021
REF 2-GA3.1 FOR CONTINUATION REF ARCH 6.06 6.06 EWP 6.06 EWP 6.06 EWP EWP 6.06 6.06 6.03 6.06 SCB5 NRP1 SCB5 P131 P131 P131 FT1 SCB5 FT1 SCB5 NRP1 SCB5 NRP1 SCB5 SCB5 NRP1 SCB5 EWP EWP SCB5 SCB5 NRP1 NRP1 SCB5 SCB5 EWP SCB5 NRP1 NRP1 SCB5 SS SCB5 CT49 G4 SCB5 SCB5 G4 SCB5 SCB5 SCB5 EWP CT49 BULKHEAD P131 B6 P131 GM PICKUP STORAGE 947 EDC #4 981 MECH #1 982 DELI FREEZER 916 DELI STORAGE 920 ROTISSERIE PREP 919 SERVICE DELI 911 SALAD PREP 917 DELI COOLER 914 DELI PREP 912 BAKERY/DELI UTILITY 913 OGP COOLER 949 OGP FREEZER 950 BAKERY FREEZER 926 BAKERY COOLER 925 BAKERY PREP 928 BAKERY 921 CAKE DECORATING 922 GR PICKUP STORAGE 948 6.12 POULTRY COOLER 915 1 00 80 6.06 9.18 FT1 P162 P162 ABOVE 14'-0" BELOW 14'-0" ABOVE 14'-0" BELOW 14'-0" P162 ABOVE 14'-0" BELOW 14'-0" GA2.1 3 GA2.1 EWP EWP CC EWP CC EWP NRP1 SCB5 EWP EWP CC EWP CC REF 1-GA3.1 FOR CONTINUATION 6.03 6.03 6.03 6.03 EWP EWP P131 P131 P131 B6 P131 9.18 PS7 P131 P131 B11 REF ARCH P131 B11 P131 B11 PS7 P131 B11 B11 PS7 P131 B11 P131 P131 P131 9.18 B6 P131 P131 9.18 B6 P131 P131 P131 B6 9.18 DAIRY COOLER 973 STOCKROOM-A 991 MECH #2 983 ICE CREAM FREEZER 972 GROCERY FREEZER 971 MEAT COOLER 962 PRODUCE COOLER 932 DRY PRODUCE PREP 931 GROCERY ALCOVE 996 S T O C K R O O MB 9 9 2 EWP NRP1 EWP NRP1 SCB5 SCB5 SCB5 SCB5 SCB5 EWP NRP1 SCB5 MEAT UTILITY 961 2.02 14' HALLWAY 995 9.18 91 0 SANITARY COVE BASE REF SHEET A7 NOTES: 1. TILE TO HAVE 1/16" GROUT REF SPECS CT45 G4 2 7 F U L L T L E S 1 C U T T L E 6 GA3.1 6 GA3.1 6 GA3.1 91 0 SANITARY COVE BASE REF SHEET A7 NOTES: 1. TILE TO HAVE 1/16" GROUT REF SPECS 2. FOR STAINLESS STEEL CORNER GUARD LOCATIONS CT49 G4 1 8 F U L L T L E S 1 C U T T L E REF 1 GA3.1 SECTION FOR TILE AND GROUT TYPE STAINLESS STEEL CORNER GUARDS SECTION CUT TILE TO FIT BETWEEN CORNER GUARDS SANITARY COVE BASE REF SHEET A7 STAINLESS STEEL CORNER GUARDS WALL TILE SCALE: 1"=1'-0" SUBSTRATE METAL STUD WHEN SPACE BETWEEN SS CORNERS IS OVER 8" WIDE, PROVIDE CENTERED VERTICAL JOINT - REF GA3.1 - REF GA3.1 - REF GA3.1 STAINLESS STEEL CORNER GUARD "A" CONTINUOUS MORTAR 1 1/2" x 1 1/2" STAINLESS STEEL CORNER TRIM; STOP AT 6" AFF TRIM-B3 (45°) TRIM-B2 (135°) GROUT (TYP) STAINLESS STEEL CORNER TRIM "B" STAINLESS STEEL CORNER TRIM "C" STAINLESS STEEL EDGE TRIM CONTINUOUS TO FINISH FLOOR EDGE OF DOOR FRAME (WHEN REQUIRED) CONTINUOUS SEALANT STAINLESS STEEL EDGE TRIM "D" WALL FINISH REF PLAN CONTINUOUS ADHESIVE WALL TILE CONTINUOUS SEALANT (TYP) 1 1/2" x 1/2" STAINLESS STEEL CORNER GUARD; STOP AT TOP OF BASE MOLDING SANITARY COVE BASE REF GROCERY WALL DETAILS WALL TILE CONTINUOUS MORTAR 3/8" STAINLESS STEEL CORNER TRIM; STOP AT 6" AFF GROUT (TYP) WALL FINISH REF TO PLAN SANITARY COVE BASE REF GROCERY WALL DETAILS 1. REF A7 FOR FINISH LEGEND AND SCHEDULE 2. PAINT EXPOSED UTILITY CONDUIT AND PIPES WHICH ARE VISIBLE TO SALES FLOOR THE SAME COLOR AS ADJACENT WALLS; WHERE ADJACENT TO TILE USE P131 SHEET NOTES STAINLESS STEEL CORNER GUARD FULL HEIGHT UNLESS NOTED OTHERWISE STAINLESS STEEL CORNER TRIM FULL HEIGHT UNLESS NOTED OTHERWISE STAINLESS STEEL CORNER TRIM FULL HEIGHT UNLESS NOTED OTHERWISE STAINLESS STEEL EDGE TRIM FULL HEIGHT UNLESS NOTED OTHERWISE NOTES: 1. EXTEND TILE PAST BOTTOM OF HOOD TO FULL HEIGHT OF WALL 2. EXTEND TILE TO EDGE OF DOOR OPENINGS TO FULL HEIGHT OF WALL 3. CT45 TILE PATTERN 4. CT49 TILE PATTERN 5. STAINLESS STEEL CORNER GUARD TYPES LEGEND A B C D REF GA3.1 REF GA3.1 REF 6 - GA3.1 REF GA3.1 REF 6 GA3.1 REF 4 GA3.1 REF 3 GA3.1 PROVIDE 3/8" HEX HEAD BOLT, 1-1/4" FENDER WASHER, LOCK WASHER AND NUT, TYP PROVIDE UNISTRUT. LENGTH AS REQUIRED TO SPAN JOISTS. SECURE TO BOTTOM CHORD OF BAR JOIST BAR JOIST, TYP BOTTOM CHORD OF BAR JOIST UNISTRUT (4) 3/8" ALL-THREAD RODS (2 PER UNISTRUT) TO SUPPORT PVC CHASE PVC SDR 35 VAN STONE FLANGE SOLVENT WELDED AND BOLTED TO PIPE. MAX 12" BELOW JOISTS. PVC SDR 35 VAN STONE FLANGE SOLVENT WELDED AND BOLTED TO PIPE (4) 3/8" ALL-THREAD RODS (2 PER UNISTRUT) TO SUPPORT PVC CHASE DOUBLE NUT W/WASHER TYP SDR-35 PVC CHASE WRAP WITH WHITE PVC JACKET NOTE: PVC CHASE TO BE CENTERED IN CHASE BETWEEN CASES UNLESS NOTED OR SHOWN OTHERWISE ON ARCHITECTURAL FLOOR PLANS GALVANIZED COLLAR WITH INTERNAL TABS. PAINT TO MATCH COLUMN JACKET. REF METAL PAINT SPECIFICATION REFRIGERATED CASE CLOSURE PANEL/TOP OF REFRIGERATED CHASE SUPPLIED BY VENDOR PROVIDE CONTINUOUS SEALANT AT PERIMETER JOINT. REF SEALANT SPECIFICATION. REFRIGERATED CASE REF REFRIGERATION PLANS FOR TYPE AND LOCATION 3" CUT TABS 1" APART AND BEND INWARD PROVIDE 7" TALL GALVANIZED COLLAR WITH INTERNAL TABS REFER TO REFRIGERATION DRAWING FOR PIPE SUPPORT THRU BOLT TYP UNISTRUT SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 2 8 2 0 1 1 4 1 7 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 0 M nA R C H R V 2 0 s c a n s S Y N 2 v GA3.1 ENLARGED FINISH PLAN AND ELEVATIONS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1/8" = 1'-0" 1 ENLARGED FRONT GROCERY FINISH PLAN 1/8" = 1'-0" 2 ENLARGED REAR GROCERY FINISH PLAN 1/2" = 1'-0" 3 BAKERY/DELI PORCELAIN TILE PATTERN DETAIL 1/2" = 1'-0" 4 ROTISSERIE PORCELAIN TILE PATTERN DETAIL 1/2" = 1'-0" 5 DETAIL AT WALL END 6" = 1'-0" 6 STAINLESS STEEL CORNER GUARD AND TRIM DETAILS KEYNOTE LEGEND 2.02CHAIN LINK FENCING (HEIGHT NOTED ADJACENT TO KEYNOTE) 6.0348" HIGH PLYWOOD WAINSCOT BEHIND 2X8 WOOD BASE 6.0648" HIGH 3/4" PLYWOOD WAINSCOT 6.1296" HIGH PLYWOOD WAINSCOT 9.18EXTEND PLASTIC BASE 24" BEHIND REFRIGERATED CASE OR FIXTURE UNO 12" = 1'-0" 7 PVC REFRIGERATION CHASE 12 ISSUE BLOCK 4ADD409/18/2020 7CCD#404/01/2021 12CCD#906/07/2021
WHERE NETTING HEIGHT IS LESS THAN 5', GATHER NETTING AT STRUCTURE TO ENSURE FULL TENSION FROM WALK-IN PANEL TO JOIST TYPICAL WEB STRAP ATTACHMENT AT JOIST THROUGH JOIST PANEL POINT CEILING TILES OMITTED FOR CLARITY NET SYSTEM REF SPECS INSTALL NETTING WITHOUT SLACK TOP WEB STRAP AT CORNER FOR LOWER NET TOP WEB STRAP AT CORNER FOR UPPER NET INSIDE CORNER AT SPLIT ELEVATION (TRANSVERSE NET ATTACHMENT) INSIDE CORNER AT SPLIT ELEVATION (PARALLEL NET ATTACHMENT) AT CORNERS PROVIDE (1) WEB STRAP TO TENSION THE NET AT THE TOP CHORD AND (1) FROM THE JOIST PANEL POINT TO THE FOOTMAN LOOP AT THE WALK-IN PANEL ATTACH FOOTMAN LOOP WITH (2) #10 3" WOOD SCREWS CENTERED ON WOOD BLOCKING 3/4" FROM EDGE OF WALK-IN BOX. PLACE SCREW ATTACHMENT 1" MIN FROM END OF BOX REF SPECS LOOP WEB STRAP THROUGH EYE BOLT 1/2" SLEEVE ANCHOR WITH 3/8" ROD COUPLING WITH 1/2" MIN EMBEDMENT AND A 3/8" EYEBOLT REF SPEC WEAVE CONTINUOUS WEB STRAP THROUGH NETTING AT EACH OPEN END PROVIDING 6" MIN OF NET BEYOND STRAP GATHER NETTING AT CORNERS AND SECURE WITH LASHING TIES REF SPECS CONTINUOUS WEB STRAP FROM 2" FOOTMAN LOOP AT WALK-IN PANEL THROUGH JOIST PANEL POINT AT ALL INSIDE AND OUTSIDE CORNERS AND NET TERMINATIONS CENTER OPENING IN NETTING WITH OPENING IN CEILING GRID ATTACH BOTTOM NET WEBBING TO WALK-IN PANEL BLOCKING AT 24" OC THROUGH INTEGRAL GROMMETS WITH (1) #10 x 3" WOOD SCREW AND #10 WASHERS 3/4" FROM EDGE OF WALK-IN PANEL P1001 UNISTRUT WHERE REQUIRED FOR NET ATTACHMENT. LOCATE WITHIN 3" OF JOIST PANEL POINTS WEAVE CONTINUOUS WEB STRAP THROUGH NETTING AT EACH OPEN END TYP ATTACH WEB STRAPS TO UNISTRUT USING 5/16" EYEBOLT FASTENED WITH 5/16" NUTS AND WASHERS WALL ANCHOR 758 EXTERIOR WALL ROOF SYSTEM JOIST REF STRUCTURAL INSTALL STRAP AT EVERY JOIST PANEL POINT (6'-0" OC MAX) 60ºTO90 INSTALL NETTING BETWEEN 60º AND 90º IN RELATION TO HORIZONTAL WALK-IN CEILING PANELS SECURELY FASTEN WEB STRAP THROUGH JOIST PANEL POINT WEB STRAP REF SPECS NET SYSTEM REF SPECS ATTACH BOTTOM NET WEBBING TO WALK-IN PANEL BLOCKING AT 2'-0" OC THROUGH INTEGRAL GROMMETS WITH #10x3" WOOD SCREWS AND #10 WASHERS AT 3/4" FROM EDGE OF WALK-IN PANEL CEILING AS SCHEDULED WALK-IN PANEL ROOF SYSTEM JOIST REF STRUCTURAL INSTALL STRAP AT EVERY JOIST INSTALL NETTING BETWEEN 60º AND 90º IN RELATION TO HORIZONTAL WALK-IN CEILING PANELS SECURELY FASTEN WEB STRAP THROUGH JOIST PANEL POINT AT EACH JOIST WEB STRAP REF SPECS NET SYSTEM REF SPECS ATTACH BOTTOM NET WEBBING TO WALK-IN PANEL BLOCKING AT 2'-0" OC THROUGH INTEGRAL GROMMETS WITH #10x3" WOOD SCREWS AND #10 WASHERS AT 3/4" FROM EDGE OF WALK-IN PANEL CEILING AS SCHEDULED WALK-IN PANEL 60 TO90 ALTERNATE CONDITION WALK-IN PANEL NETTING SYSTEM REF SPECS CUT OPENING IN NETTING NO LARGER THAN 1" GREATER THAN PENETRATION LASH NETTING AT ALL CUT PENETRATIONS ATTACH BOTTOM OF NETTING AT EACH SIDE OF SPLICE WITH #10 X 3" WOOD SCREWS AND #10 WASHERS THROUGH GROMMETS. ADD GROMMETS AS NEEDED NOTE: REF FIRE, MECHANICAL, ELECTRICAL, AND REFRIGERATION FOR DUCT, CONDUIT, AND PIPING LOCATIONS AND SIZES 1. INSTALLATION SHALL NOT COMMENCE UNTIL WALK-INS AND ALL WORK ABOVE IS INSTALLED. GC SHALL COORDINATE INSTALLATION WITH OWNER CONSTRUCTION MANAGER AND ALL T RADES AND WORK BY OTHERS 2. MEASURE, CUT, AND INSTALL ALL NETTING AND ACCESSORIES PER MANUFACTURER'S INSTRUCTION MANUAL. NETTING MAY LEAN INBOARD (TOWARDS CENTER OF WALK-IN BOX), BUT SHALL NOT LEAN OUTBOARD (BEYOND PARALLEL TO FACE OF BOX) 3. WHERE DUCTS OR PIPING REQUIRE PENETRATION OF NETTING, CUT NETTING AROUND DUCTS OR PIPES AND LASH NETTING ACCORDINGLY SHEET NOTES 1. ROUTE CONDUITS, UTILITIES, AND SUPPORTS 6" MIN AWAY FROM WALK-IN PANEL EDGES TO ALLOW FOR NET INSTALLATION 2. ATTACH BOTTOM WEB OF NET AT 24" OC THROUGH INTEGRAL GROMMETS WITH #10 x 3" WOOD SCREWS AND #10 WASHERS 3/4" FROM EDGE OF WALK-IN PANEL 3. CONTINUE STRAP FROM WALK-IN PANEL TO JOIST PANEL POINT OR GIRDER AT CORNERS. ADDITIONAL STRAP REQUIRED 4. FOR VERTICAL BARRIER NETTING SYSTEM AND COMPONENTS REF SPECIFICATION 13300 GENERAL NOTES C D 2 3 3.3 B.8 D.2 C.3 B.6 B 1 LINE INDICATES EXTENTS OF NETTING AT TOP OF WALK-IN 9.05 9'-10"H PICKUP CHECK-IN GM PICKUP STORAGE 9'-10"H DELI STORAGE 10'-0"H DELI FREEZER 10'-0"H POULTRY COOLER 9'-10"H ROTISSERIE PREP 9'-10"H SERVICE DELI 9'-10"H DELI PREP 10'-0"H DELI COOLER 10'-0"H OGP COOLER 10'-0"H OGP FREEZER 10'-0"H BAKERY FREEZER 9'-10"H SALAD PREP 9'-10"H BAKERY/DELI UTILITY 10'-0"H BAKERY COOLER 9'-10"H BAKERY PREP 9'-10"H BAKERY 9'-10"H CAKE DECORATING ---H GR PICKUP STORAGE EDC #4 MECH #1 13.10 13.11 13.10 9.05 9.05 9'-4" 9'-4" 9'-4" A.95 G G.5 H 2 3 F.7 E.2 E.9 F J 1 LINE INDICATES EXTENTS OF NETTING AT TOP OF WALK-IN 13.10 13.10 LINE INDICATES EXTENTS OF NETTING AT TOP OF WALK-IN LINE INDICATES EXTENTS OF NETTING AT TOP OF WALK-IN 13.10 13.10 11'-0"H DAIRY COOLER 12'-0"H ICE CREAM FREEZER 12'-0"H GROCERY FREEZER 12'-0"H MEAT UTILITY 12'-0"H MEAT COOLER 12'-0"H PRODUCE COOLER 11'-10"H DRY PRODUCE PREP J.05 SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AB/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 3 2 0 0 4 1 0 2 P M C U b D 0 3 3 Y A P H A N K N Y 1 0 M a nA R C H R V 8 b e n o s k v GA4 EDGE PROTECTION Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1/4" = 1'-0" 2 NET SYSTEM ON WALK-IN BOX 3/8" = 1'-0" 3 NET SYSTEM ATTACHMENT PARALLEL TO STRUCTURE 3/8" = 1'-0" 4 NET SYSTEM ATTACHMENT PERPENDICULAR TO STRUCTURE 1/2" = 1'-0" 5 NETTING PENETRATIONS KEYNOTE LEGEND 9.05SUSPENDED BULKHEAD/SOFFIT HEIGHT AT BOTTOM OF STUD NOTED ABOVE KEYNOTE 13.103'-0" NET OPENING.COORDINATE WITH CEILING LOCATION AT NET OPENING 13.11HATCH AREA INDICATES PROPOSED CEILING GRID LOCATION AT NET OPENING 3/32" = 1'-0" 1 EDGE PROTECTION AT WALK-INS ISSUE BLOCK
STRIPING CONDITIONS STRIPING AT BALER STRIPING AT EYEWASH ELECTRICAL WALL LOCATION MAY VARY 3'-0" 4'-0" R E T U R N T O W A L L 50 E Q E Q 26 M N 20 STRIPING AT COMPACTOR OPENING WALL LOCATION MAY VARY 10 34 S I D E 18 C O N T R O L 3'-0" 60 REFERENCE PLANS FOR ACTUAL ORIENTATION FOUNDATION FINISHED FLOOR FIBER REINFORCED PLASTIC FAR SIDE FOOTING GAUGE GENERAL CONTRACTOR GYPSUM BOARD HANDICAP HORIZONTAL HEADED STUD ANCHOR JOIST BEARING ELEVATION JOIST JOINT KIPS PER SQUARE INCH LENGTH POUNDS LONG LEG HORIZONTAL LONG LEG VERTICAL LONGITUDINAL MAXIMUM MECHANICAL MECHANICAL ELECTRICAL PLUMBING MINIMUM MISCELLANEOUS MASONRY OPENING METAL NOT IN CONTRACT NUMBER NEAR SIDE NOT TO SCALE OUTSIDE DIAMETER ORNAMENTAL FENCING POWDER ACTUATED FASTENER POUNDS PER CUBIC FOOT PLASTIC LAMINATE PLATE PREMOLDED EXPANSION JOINT POUNDS PER SQUARE INCH POUNDS PER LINEAR FOOT QUANTITY REFER TO REINFORCING REQUIRED REVERSE ROUGH OPENING ROOF TOP UNIT SCHEDULE STEEL DECK INSTITUTE SIMILAR STEEL JOIST INSTITUTE SPECIFICATIONS STRUCTURAL TOP AND BOTTOM THICKNESS TOP OF TOP OF CONCRETE TOP OF FOOTING TOP OF GRADE BEAM TOP OF MASONRY TOP OF PAVING/ TOP OF PRECAST TOP OF STEEL TRANSVERSE TYPICAL VERTICAL FDN FF FFL FRP FS FTG GA GC GYP BD HC HORIZ HSA JBE JST JT KSI L LB LLH LLV LONG MAX MAX. MECH MEP MIN MIN. MISC MTL NIC NO NS NTS OC OD OF PAF PCF PLAM PL PMEJ PSF PSI QTY REF REINF REQD REV RO RTU SCHED SDI SIM SJI SPECS STRUC T&B THK TO TOC/TC TOF TOGB TOM TOP/TP TOS TRANS TYP VERT UNOUNLESS NOTED OTHERWISE PLF POUNDS PER SQUARE FOOT GMGENERAL MERCHANDISE GROCERY GR MASONRY ELEVATION ME MECHANICAL AIR UNIT MAU FIELD VERIFY FV F.V. HIGH DEFINITION TELEVISION HDTV HOLLOW STRUCTURAL SECTION HSS PVCPOLYVINYL CHLORIDE PLASTIC PLAST TEMPERED TEMP REFRIGERATION CONTRACTOR RC STANDARD STD SANITARY COVE BASE SCB STAINLESS STEEL SS REACH-IN RI MANUFACTURER MFR HVACHEAT, VENTILATION, AIR CONDITIONING ISDINFORMATION SYSTEMS DIVISION LOW VOLTAGE CONTRACTOR LV OEM O.E.MORIGINAL EQUIPMENT MANAGER VINYL COMPOSITE TILE VCT VOLATILE ORGANIC COMPOUND VOC WALL GUARD WG WIDTH W WALMART WM SPECIAL DIVISIONS SD NEW CONSTRUCTION NC NON COLORED CONCRETE NCC OPPOSITE HAND OH ABBREVIATION LEGEND GENERAL ABBREVIATIONS ANCHOR BOLT AB AMERICAN CONCRETE INSTITUTE ACI ACRYLACRYLIC ADAAMERICANS WITH DISABILITIES ACT ADJADJACENT ABOVE FINISHED FLOOR AFF ABOVE FINISHED GRADE AFG AIR HANDLING UNIT AHU AMERICAN INSTITUTE OF STEEL CONSTRUCTION ARCHITECTURAL AMERICAN SOCIETY OF TESTING AND MATERIALS AMERICAN WELDING SOCIETY AISC ARCH ASTM AWS BOARD BLOCK LINTEL BD BL BELOW FINISHED FLOOR BFF BUILDING BLDG BOTTOM OF BOTTOM OF STEEL BEARING BO BOS BRG CASH DRAWER CONTROL JOINT CENTER LINE CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CD CJ CL CLR CMU COL CONC CONST CBLCASED BASED LEARNING CONTINUOUS CONT CONDENSING UNIT CU DIAMETER DIA DIRECTS SHIPPING DELIVERY DSD DOWNSPOUT DS ELECTRICAL DISTRIBUTION CENTER EXTERIOR INSULATION AND FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRICAL EQUAL EDC EIFS EJ EL ELEC EQ EXHAUST FAN EF ELECTRONIC ARTICLE SURVEILLANCE EAS EC E.C.EXPOSED CONCRETE EXTERIOR EXT FCCPFIBER CEMENT COMPOSITE WALL PANEL EQUIPMENT SUPPLIER ES EACH WAY EW ELECTRIC WATER COOLER EWC HEIGHT H HMRHOME METAL REPLACEMENT INFORMATION ISOLATION INFO ISO ICCINTEGRALLY COLORED CONCRETE LUXURY VINYL TILE LVT MDFMEDIUM DENSITY FLIBERBOARD MO NON-FIBERGLASS REINFORCED PLASTIC NRP ON CENTER OCH ON CENTER HORIZONTAL OCVON CENTER VERTICAL PROTECTIVE SURFACING PS PAY STUB PRINTING PSP PRESSURE TREATED PT REFLECTED CEILING PLAN RCP TOP T TELECOMMUNICATIONS ENCLOSURE TE WOOD WD WATER HEATER WH AUTO CENTER ACC INSECT CONTROL UNIT LEGEND FINAL NUMBER OF UNITS RECEIVED IS DETERMINED BY THE OWNER FOOD SAFETY & HEALTH PEST MANAGEMENT AND PEST ELIMINATION SERVICES PROVIDER. TYPE TOTAL NOTES: 1. 2. 3. ALL UNITS TO BE INSTALLED BY THE PEST ELIMINATION SERVICES PROVIDER UNITS ARE NOT TO BE INSTALLED ABOVE ANY FOOD SERVICE/PREP EQUIPMENT UNITS ARE TO BE INSTALLED (INDICATED WITH BROWN RECEPTACLES AND COVERS) AS INSTRUCTED WITHIN THE CONSTRUCTION DOCUMENTS. REF ARCH AND ELEC DRAWINGS FOR PROPER LOCATION D D10 17 1. 2. 3. 4. 5. 6. A. B. C. 7. 8. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS AS SET FORTH IN TITLE III AND AS SPECIFICALLY REQUIRED IN THIS SECTION THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 599B. PICTOGRAMS AND THEIR FIELDS SHALL HAVE A NONGLARE FINISH, PICTOGRAMS SHALL CONTRAST THEIR FIELDS, WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD. FOR CHARACTER WIDTH, THE UPPERCASE LETTER "O" SHALL BE USED TO DETERMINE THE ALLOWABLE WIDTH OF ALL CHARACTERS OF A FONT. THE WIDTH OF THE UPPERCASE ETTER "O" OF THE FONT SHALL BE 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I" OF THE FONT. CHARACTER HEIGHT MEASURED FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8" (16 MM) MINIMUM AND 2 INCHES (51 MM) MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I". MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH 2010 ADA TABLE 703.5.5. VIEWING DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL BE BASED ON THE UPPERCASE LETTER "I". CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM TO THE FOLLOWING: LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS- SERIF UPPERCASE CHARACTERS ACCOMPANIED BY CONTRACTED GRADE 2 BRAILLE RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH AND 2" MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I". PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6" IN HEIGHT CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 0.090 (2.3 MM) TO 0.100" (2.5 MM) ON CENTER IN EACH CELL WITH 0.241 (6.1 MM) TO 0.300" (7.6 MM) SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 0.025" (0.6 MM) TO 0.037" (0.9 MM) ABOVE THE BACKGROUND WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE ACCOMPANIED BY BRAILLE. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE LOCATED 48 INCHES (1220 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER, WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES (455 MM) MINIMUM BY 18 INCHES (455 MM) MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. EXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD-OPEN DEVICES. MEN WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR. CLEAR OF DOOR-SWING MEN RAISED 1/32" UPPERCASE LETTERING HEIGHT OF LETTERING 5/8" MIN TO 2" MAX CORRESPONDING CONTRACTED GRADE 2 BRAILLE 3/8" MIN. SPACING FROM BRAILLE TO ANY TACTILE CHARACTER OR RAISED SURFACE A F F 4 8 M N 6 0 M A X SIGNS & IDENTIFICATION RESTROOM SYMBOLS 1. 2. 3. 4. 5. REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE FOLLOWING LOCATIONS ACCESSIBLE ENTRANCES WHERE NOT ALL ENTRANCES ARE ACCESSIBLE ACCESSIBLE ROOMS WHERE MULTIPLE SINGLE-USER TOILETS ARE CLUSTERED AT A SINGLE LOCATION ACCESSIBLE CHECK-OUT AISLES WHERE NOT ALL AISLES ARE ACCESSIBLE. THE SIGN, WHERE PROVIDED, SHALL BE ABOVE THE CHECK-OUT AISLE IN THE SAME LOCATION AS THE CHECK-OUT AISLE NUMBER OR TYPE OF CHECK-OUT IDENTIFICATION ACCESSIBLE UNISEX TOILET AND BATHING ROOMS ACCESSIBLE DRESSING, FITTING AND LOCKER ROOMS WHERE NOT ALL SUCH ROOMS ARE ACCESSIBLE DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST LIKE ACCESSIBLE ELEMENT SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS. THESE DIRECTIONAL SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT EACH SEPARATE -SEX TOILET INDICATING THE LOCATION OF THE NEAREST UNISEX TOILET TACTILE SIGNAGE SHALL BE LOCATED 48 INCHES (1220 MM MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES (455 MM) MINIMUM BY 18 INCHES (455 MM) MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. EXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD-OPEN DEVICES. CHARACTER AND SYMBOLS OF SIGNS SHALL BE IN CONTRAST WITH THEIR BACKGROUND AND SHALL BE EGGSHELL, MATTE, OR OTHER NON-GLARE MATERIAL OR FINISHES ACCESSIBLE SIGNAGE SHALL USE CONTRACTED GRADE 2 BRAILLE AND MUST COMPLY WITH ANSI A117.1 SECTION 703.4 REF NOTE SIGN DOOR FINISH FLOOR SIGNAGE LEGEND EXIT 9" CL CL CL 4 8 M I N 6 0 M A X SINGLE DOOR TYP WALL TYP TACTILE EXIT SIGN TYP SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT THERE IS AN 18" CLEAR FLOOR AREA CENTERED ON THE TACTILE CHARACTERS 1'6" MIN 16 M N DOUBLE DOOR TYP WALL TYP TACTILE EXIT SIGN TYP BUILDING COLUMN MERCHANDISE RACKS WALL 1. 2. 3. 4. 5. 6. A TACTILE SIGN STATING "EXIT" AND COMPLYING WITH ANSI A117.1 SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN EXIT PASSAGEWAY AND THE EXIT DISCHARGE. REF DOOR SCHEDULE FOR LOCATIONS. FOR CHARACTER WIDTH, THE UPPERCASE LETTER "O" SHALL BE USED TO DETERMINE THE ALLOWABLE WIDTH OF ALL CHARACTERS OF A FONT. THE WIDTH OF THE UPPERCASE LETTER "O" OF THE FONT SHALL BE 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE "I" OF THE FONT. CHARACTER HEIGHT MEASURED FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8" (16 MM) MINIMUM AND NCHES (51 MM) MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I". CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND CHARACTERS SHALL CONFORM TO THE FOLLOWING: A. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS-SERIF UPPERCASE CHARACTERS ACCOMPANIED BY CONTRACTED GRADE 2 BRAILLE B. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH AND A MAXIMUM OF 2" CONTRACTED GRADE 2 BRAILLE SHALL BE USED. DOTS SHALL BE 0.090" (2.3 MM) TO 0.100" (2.5 MM) ON CENTER IN EACH CELL WITH 0.241" (6.1 MM) TO 0.300" (7.6 MM) SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 0.025" (0.6 MM) TO 0.037" (0.9 MM) ABOVE THE BACKGROUND. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE LOCATED 48 INCHES (1220 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASE OF THE LOWEST TACTILE CHARACTER AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES (455 MM) MINIMUM BY 18 INCHES (455 MM) MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. EXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD-OPEN DEVICES. TACTILE SIGN REQUIREMENTS TACTILE SIGN REQUIREMENTS REF TACTILE SIGN REQUIREMENTS AND DIMENSIONS ABOVE FOR ACCESSIBLE SIGN PLACEMENT KEYNOTE SIGNAGE EXIT E NOT A EXIT ACCESSIBLE EXIT NOT A EXIT ACCESSIBLE EXIT E1 E2 TACTILE EXIT SIGN LEGEND TB810 P3 10.01 SYMBOLS LEGEND KEYNOTE INDICATOR EQUIPMENT INDICATOR COLOR INDICATOR FULL AND PARTIAL SECTION INDICATOR EXTERIOR AND INTERIOR ELEVATION INDICATOR ROOM NAME AND NUMBER WALL TYPE INDICATOR DOOR INDICATOR X.X X.X SIM ROOM NAME 101 A6 101A WINDOW INDICATOR REF TV MONITOR. ATTACH MONITOR BRACKET TO EXTERIOR WALL WITH (6) 3/16" DIA TAPCON ANCHORS WITH 1 1/4" EMBEDMENT. VERIFY EXACT LOCATION WITH LOSS PREVENTION MANAGER. COLUMN LINE INDICATOR HEIGHT ELEVATION INDICATOR PLAN ELEVATION INDICATOR ENLARGED DETAIL INDICATOR A LP TV W=WALL MOUNTED A 100' 0" FF EL 100' 0" 5 A2 1-A5 DEFINITION LEGEND FINAL MERCHANDISE PLAN FINALIZED MERCHANDISE PRINT FROM WM ALSO REFERRED TO AS THE DEAL BOX COPY X.X X.X DETAIL: DETAIL SHEET PLAN: LETTER INDICATES PARTITION TYPE REF PLANS AND SHEET A6.1 A3 REFERENCE SIDE OPPOSITE SIDE NUMBER INDICATES STUD HEIGHT NO NUMBER INDICATES STUD HEIGHT TO BOTTOM OF ROOF DECK 12 NUMBER INDICATES STUD SIZE AS FOLLOWS: 1 5/8" METAL 2 1/2" METAL 3 5/8" METAL 6 6" METAL 8 8" METAL F8 8" CMU 12 12" CMU 1 HOUR RATED UL#U465, W415, OR V497 FOR GYPSUM BOARD, 2 HOUR RATED UL #U905 FOR CMU NON RATED WALL SOUND ATTENUATION INSULATION FULL WALL THICKNESS CHAIN LINK FENCE COOLER FREEZER WALL INDICATES BUILDING TAPE MASONRY PARTITION LEGEND SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 0 2 1 0 2 4 1 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 0 M nA R C H R V 2 0 d b e o E 5 Z M R v N1 GENERAL INFORMATION Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 ISSUE BLOCK 17CCD#14XX/XX/XXX X
CLCLCL CLCLCLJC HAZHAZJC1 WWW AAJCB BDFDFBA2B FNFNFNFNBBA2BBBBBBB RXBAAA 2 P DDDDDDDDDDDDDDDDDDDD DD DD DD DDDD D DD DD N8N8N8N8 N8N6N6 DDDDDD OGP5OGP5 G G N6 G GN/AMRXL RX V H D V H V H WHDWHD DDD SHEET NOTES 1. 2. 3. 4. 5. 6. 7. MAINTAIN A MINIMUM OF 3'-0" AISLE WIDTH ON THE SALES FLOOR WHERE MERCHANDISE OR OTHER OBSTRUCTIONS ARE PLACED ON ONE SIDE OF THE AISLE, AND 3'-6" AISLE WIDTH WHEN SUCH OBSTRUCTIONS ARE PLACED ON BOTH SIDES OF THE AISLE ALL EXIT SIGNS AND EMERGENCY LIGHTS ARE SHOWN ON SHEET E1, (SYMBOL LEGEND ON E3), AND WILL BE SUBJECT TO INSPECTION FROM THE FIRE MARSHAL HAVING AUTHORITY PRIOR TO FINAL APPROVALS. 250' MAX. TRAVEL DISTANCE IS SHOWN AS A DASHED LINE PROVIDE 30"x48" CLEAR AND LEVEL FLOOR SPACE AT EACH FIRE EXTINGUISHER LOCATION. ALL CONTROLS SHALL BE 48" MAX. REF 2-LS1 FOR FIRE EXTINGUISHER MOUNTING HEIGHT. REF N1 FOR TACTILE EXIT SIGNAGE. OCCUPANCY WIDTH LOAD FACTOR (0.15) AS SHOWN IN OCCUPANCY SCHEDULE ON THIS SHEET, IS IN ACCORDANCE WITH 2015 NYS IBC SECTION 1005.3.2, EXCEPTION 1 AND SECTION 907.5.2.2 FOR EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM, AS PART OF THE SCOPE OF WORK OF THIS PROJECT. THIS SYSTEM WILL BE INCLUDED IN DEFERRED SUBMITTALS FOR FIRE ALARM SYSTEM 242" .15 = 1613 OCCUPANTS 33" .15 = 220 OCCUPANTS 33" .15 = 220 OCCUPANTS 33" .15 = 220 OCCUPANTS 33" .15 220 OCCUPANTS 242" .15 = 1613 OCCUPANTS 33" .15 = 220 OCCUPANTS 33" .15 = 220 OCCUPANTS 33" .15 = 220 OCCUPANTS 33" .15 = 220 OCCUPANTS 87" .15 = 580 OCCUPANTS 33" .15 = 220 OCCUPANTS 33" .15 = 220 OCCUPANTS 90" .15 = 600 OCCUPANTS 33" .15 = 220 OCCUPANTS 66" .15 = 440 OCCUPANTS 66" .15 = 440 OCCUPANTS 90" .15 = 600 OCCUPANTS 33" .15 = 220 OCCUPANTS E E E 33" .15 = 220 OCCUPANTS 90" .15 = 600 OCCUPANTS FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 RAVEL D STANCE 50-0 TRAVEL D STANCE 2 0TRAVEL D STANCE (250-0 TRAVE D STANCE 20 -0 T R A V E L D S T A N C E ( 2 5 00 ) T R A V E L D S T A N C E ( 2 5 00 ) TRAVEL DISTANCE (225'-0") T R A V E L D S T A N C E 2 5 00 T R A V E L D I S T A N C E 1 9 00 ) TRAVEL D STANCE 190-0 T R A V E L D S T A N C E ( 2 0 00 ) T R A V E L D S T A N C E ( 2 5 00 ) T R A V E L D S T A N C E ( 2 5 00 ) TRAVE D STANCE 200-0 RAVEL D STANCE 2 0- ) TRAVEL D STANCE 25 -0 T R A V E L D I S T A N C E 2 5 00 ) FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FEFR1019 FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE RA4000 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 FE FR1019 TRAVEL D STANCE 104-0 TRAVEL D STANCE 1 412 12 A B O V E F F 2 7 M A X O P E R A B L E H E G H T M A X 4 8 2 SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 2 8 2 0 1 1 5 5 4 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 0 M nA R C H R V 2 0 s c a n s S Y N 2 v LS1 LIFE SAFETY PLAN Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1" = 30'-0" 1 LIFE SAFETY PLAN 1" = 1'-0" FIRE EXTINGUISHER MOUNTING HEIGHT Occupancy Schedule Per 2015 NYS IBC Table 1004.1.2 OCCUPANCY LOAD CALCULATIONSREQUIRED EGRESS WIDTH CALCULATIONS Rm. No.NameArea Occupant Load Width Factor Width Require (inches) EGRESS WIDTH PROVIDE Door Numbers and Sizes Load Factor Occupants 124CLAIMS CAGE297 SF0.15 177MOTHER'S ROOM82 SF10010.150.15 307PHARMACY TOILET56 SF0.15 435 SF10.150" .INDOOR SALES 100SALES100,147 SF601,6700.15250.5255"110A 1(3'-0") HINGED [33"] 161A 2(4'-0") HINGED [90"] 993A 2(3'-0") HINGED [66"] 995A 2(3'-0") HINGED [66"] 101GM VESTIBULE568 SF60100.151.5242"101C 12'-0" (ALL) HINGED SLIDERS [121"] 101D 12'-0" (ALL) HINGED SLIDERS [121"] 101AGM VESTIBULE527 SF6090.151.35OPEN TO GM VESTIBULE 101 105CUSTOMER SERVICE668 SF10070.151.05387"OPEN TO MAIN SALES 106RETURN STORAGE266 SF30010.150.1550"OPEN TO CUSTOMER SURVICE 111MEN291 SF6050.150.75OPEN TO MAIN SALES 111AALCOVE136 SF6030.150.45OPEN TO MAIN SALES 112WOMEN381 SF6070.151.05OPEN TO MAIN SALES 115GR VESTIBULE569 SF60100.151.5242"115C 12'-0" (ALL) HINGED SLIDERS [121"] 115D 12'-0" (ALL) HINGED SLIDERS [121"] 115AGR VESTIBULE550 SF60100.151.5OPEN TO GR VESTIBULE 115 131ICE MACHINE ALCOVE63 SF6020.150.3OPEN TO MAIN SALES 132ICE MACHINE ALCOVE43 SF6010.150.15OPEN TO MAINALES 133ALCOVE32 SF6010.150.15OPEN TO MAIN SALES 162ALCOVE266 SF6050.150.75OPEN TO MAIN SALES 163ALCOVE230 SF6040.150.6OPEN TO MAIN SALES 164ALCOVE109 SF6020.150.3OPEN TO MAIN SALES 165MEN262 SF6050.150.75OPEN TO MAIN SALES 166WOMEN317 SF6060.150.9OPEN TO MAIN SALES 167FAMILY TOILET83 SF10010.150.1533"167A 1(3'-0") HINGED 500SEASONAL AREA7,340 SF601230.1518.45180"500D 2(4'-0") HINGED [90"] 500G 2(4'-0") HINGED [90"] 501OUTSIDE LIVE GOODS4,401 SF60740.1511.166"501A 1(3'-0") HINGED [33"] 501B 1(3'-0") HINGED [33"] 502OUTSIDE BAGGED GOODS 1,453 SF30490.157.3533"502A 1(3'-0") HINGED 900GROCERY SALES33,184 SF605540.1583.1OPENTO MAIN SALES 151,885 SF2,559383.851488" ANCILLARY 107CASH171 SF10020.150.333"108A 1(3'-0") HINGED 108COUNTING191 SF10020.150.333"108A 1(3'-0") HINGED 110HALLWAY184 SF10020.150.333"110A 1(3'-0") HINGED 113STORE MANAGERS OFFICE 145 SF10020.150.333"113A 1(3'-0") HINGED 119AP OFFICE194 SF10020.150.333"119A 1(3'-0") HINGE 123ALCOVE95 SF10010.150.15OPEN TO MAIN SALES 151BREAK ROOM1,222 SF15820.1512.378"151B 1(4'-0") HINGED [45"] 151C 1(3'-0") HINGED [33"] 153UPC/UPS234 SF30010.150.1533"153A 1(3'-0") HINGED 161HALLWAY468 SF10050.150.7533"161E 1(3'-0") HINGED 171ASSISTANT MANAGER202 SF10030.150.4533"171A 1(3'-0") HINGED 172TRAINING282 SF20150.152.2533"172A 1(3'-0") HINGE 173PERSONNEL143 SF10020.150.333"173A 1(3'-0") HINGE 174CBL143 SF2080.151.233"172A 1(3'-0") HINGED 175MARKET MANAGER'S OFFICE 103 SF10020.150.333"175A 1(3'-0") HINGED 300PHARMACY746 SF10080.151.233"300A 1(3'-0") HINGED 304RX STORAGE230 SF10030.150.4533"301A 1(3'-0") HINGED 911SERVICE DELI692 SF10070.151.0564"911D 2(3'-0") HINGED 912DELI PREP260 SF10030.150.4548"912A 1(4'-0") HINGED 913BAKERY/DELI UTILITY473 SF10050.150.7566"913A 1(3'-0") HINGED 913B 1(3'-0") HINGED 914DELI COOLER151 SF30010.150.1548"1(4'-0") SWING 915POULTRY COOLER60 SF30010.150.1536"1(3'-0") SWING 916DELI FREEZER192 SF30010.150.1548"1(4'-0") SWING 917SALAD PREP141 SF10020.150.3124"OPEN TO DELI UTILITY 919ROTISSERIE PREP106 SF10020.150.3110"OPEN TO SERVICE DELI 920DELI STORAGE75 SF30010.150.1535"1(3'-0") SWING 921BAKERY404 SF10050.150.75119"OPEN TO SERVICE DELI 922CAKE DECORATING399 SF10040.150.648"922A 1(4'-0") SWING 925BAKERY COOLER118 SF30010.150.1548"1(4'-0") SWING 926BAKERY FREEZER408 SF30020.150.348"1(4'-0") SWING 928BAKERY PREP281 SF10030.150.4533"928A (3'-0") HINGED 931DRY PRODUCE PREP466 SF10050.150.7566"931A 2(3'-0") HINGED 932PRODUCE COOLER541 SF30020.150.372"1(6'-0") ROLL-DOWN 949OGP COOLER583 SF30020.150.348"1(4'-0") ROLL-DOWN 950OGP FREEZER317 SF30020.150.360"922A 1(4'-0") SWING 961MEAT UTILITY205 SF10030.150.4572"2(3'-0") HINGED 962MEAT COOLER541 SF30020.150.3108"1(6'-0") ROLL-DOWN [72"] 971GROCERY FREEZER598 SF30020.150.372"1(6'-0") SLIDER 972ICE CREAM FREEZER311 SF30020.150.372"1(6'-0") SLIDER 973DAIRY COOLER1,924 SF30070.151.05108"1(6'-0") ROLL-DOWN 1(3'-0") SWING [36"] 993HALLWAY315 SF10040.150.666"993A 2(3'-0") HINGED [66"] 995HALLWAY268 SF10030.150.4566"995A 2(3'-0") HINGED [66"] 996GROCERY ALCOVE231 SF30010.150.1572"OPEN TO STOCKROOM-B 996A 2(3'-0") SWING [72"] 14,814 SF21331.952297" AUTO CENTER 600LUBE AND TIRE MOUNTING AREA 2,063 SF100210.153.1533"600A 1(3'-0") HINGED 601TOILET81 SF10010.150.1533"601A 1(3'-0") HINGED 612ACC CUSTOMER SERVICE 1,150 SF60200.15387"612C (8'-0") HINGED SLIDER 619CLOSET16 SF30010.150.1533"619A 1(3'-0") HINGED 3,310 SF436.45186" STORAGE/MECHANICAL 102MECHANICAL30 SF30010.150.1533"102A 1(3'-0") HINGED 104GM CART STORAGE509 SF30020.150.3192"OPEN TO VESTIBULE 118GR CART STORAGE926 SF30040.150.6200"OPEN TO VESTIBULE 122EDC 2168 SF30010.150.1533"122A 1(3'-0") HINGED 127CLOSET28 SF30010.150.1533"127A 1(3'-0") HINGED 134PROCESSING410 SF30020.150.333"134A 1(3'-0") HINGED 135RECYCLING CENTER192 SF30010.150.1587"135A 1(8'-0HINGED SLIDERS 154EDC236 SF30010.150.1566"2(3'-0") HINGED 159PUMP ROOM265 SF30010.150.1533"159A 1(3'-0") HINGED 178RECEIVING12,963 SF300440.156.633"178A 1(3'-0") HINGED 602MECHANICAL195 SF30010.150.1545"602A 1(4'-0") HINGED 617BATTERY STORAGE287 SF30010.150.1545"617B (4'-0") HINGED 947GM PICKUP STORAGE2,193 SF30080.151.245"946A (4'-0") HINGED 948GR PICKUP STORAGE1,842 SF30070.151.0545"948A (4'-0") HINGED 981EDC #4161 SF30010.150.1533"981A 1(3'-0") HINGED 982MECH #160 SF30010.150.15OPEN TO EDC #4 983MECH #259 SF30010.150.1584"2(4'-0") HINGED 991STOCKROOM-A3,826 SF300130.151.95OPEN TO HALLWAYS 993995 992STOCKROOM-B1,075 SF30040.150.6OPEN TO HALLWAY 99 25,425 SF9514.251040" TENANT AREAS 402FOOD SERVICE TENANT848 SF15570.158.55168"402A 1(3'-0") HINGED [33"] OPEN TO SALES AREA [135"] 402KFOOD TENANT KITCHEN578 SF10060.150.9EXIT WITH FOOD TENANT 800TENANT600 SF10060.150.9233"800A 1(3'-0") HINGED [33"] OPEN TO SALES AREA [200"] 801TENANT724 SF10080.151.2233"801A 1(3'-0") HINGED [33"] OPEN TO SALES AREA [200"] 2,750 SF7711.55634" VISION CENTER AREA 700OPTICAL SALES1,079 SF60180.152.7564"OPENTO MAISALES 711B 1(3'-0") HINGED 701PROCESSING99 SF10010.150.1533"701A 1(3'-0") HINGED 702CONTACTS67 SF10010.150.1536"OPEN TO RECEPTION [36"] 704PRETEST108 SF10020.150.336"OPEN TO RECEPTION [36 705EXAM #1115 SF10020.150.333"705A 1(3'-0") HINGED 706EXAM #2115 SF10020.150.333"706A 1(3'-0") HINGED 708RECEPTION247 SF10030.150.4533"708A 1(3'-0") HINGED 711VESTIBULE58 SF10010.150.1533"711A 1(3'-0") HINGE 1,887 SF304.5801" Grand total200,506 SF3,018452.76446" FIRE EXTINGUISHER SCHEDULE Type ImageDescriptionModelCount 52 TABLE 906.3(1) FIRE EXTINGUISHERS FOR CLASS A FIRE HAZARDS OF FIRE CODE 2015 OF NEW YORK STATE: ORDINARY (MODERATE) HAZARD OCCUPANCY MIN RATED SINGLE EXTINGUISHER 2-A MAX FLOOR AREA PER UNIT OF A 1,500 SQ FT MAX FLOOR AREA FOR EXTINGUISHER 11,250 SQ FT MAX DISTANCE OF TRAVEL TO EXTINGUISHER 75 FT GROSS AREA 197,576 SQ FT # OF EXTINGUISHERS = BUILDING AREA MAX FLOOR AREA FOR EXTINGUISHER= 197,576 11,250 = 18 REQUIRED 53 FIRE EXTINGUISHERS PROVIDED ISSUE BLOCK 1REV #105/08/2020 12CCD#906/07/2021
UP 9 91 00 0 99 1 9 80 99 0 9 91 9 4 99 7 99 0 100.00' 99.85' 99.85' 100.00' 100.00' 99.72' 99.45 100 00 99.83' 99.56' 99 5 99 7 99 0 9 75 99 0 9 75 9 7 99 0 100 0 10 00 100 00 10 00 10 00 9 9 9 92 9 67 1 0 00 9 60 9 56 TC 9 16 99 9 9 5 99 0 9 50 100 0 1 0 0 100 0 100.00' TP 100.00' 100 00 00 0 100.00' 99 2 100.00' 99.92' 100.00' SHEET NOTES 1. 2. 3. 4. 5. 6. ALL CONCRETE STOOPS ARE TO BE 4" THICK AND SLOPED 1:48 (2%) MAX AWAY FROM BUILDING. SLOPE SURROUNDING GRADE 1:20 (5%) MAXIMUM TO MEET FLUSH WITH FRONT AND SIDE EDGES OF EACH CONCRETE STOOP. EXTERIOR SURFACE TO BE FLUSH WITH INTERIOR SURFACE AT THRESHOLD. ALL EXTERIOR SIDEWALK JOINTS TO BE FILLED WITH SEALANT. REF SPECS REF SHEET A7 FOR SCHEDULE FINISH KEY REF CIVIL AND MEP FOR LOCATION OF GREASE INTERCEPTOR ANCHOR WATER RETURN BIN AND PROPANE STORAGE IN PLACE PER MFR RECOMMENDATIONS PERTAINING TO WORK SHOWN ON DETAILS 2/SP1.0 & 3/SP1.0 DIMENSIONS SHOWN ARE MINIMUM. THE CONTRACTOR IS TO VERIFY/CONFIRM NECESSARY SHORING. THE CONTRACTOR SHALL BE RESPONSIBLE TO IDENTIFY WHERE SHORING IS REQUIRED AND INSTALL ALL REQUIRED SHORING DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS), AND ALL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT NEARBY AND CONTIGUOUS STRUCTURES AND PROPERTIES. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE MEANS AND METHODS TO PERFORM SHORING WORK. AFTER BACKFILL IS COMPLETE, PERFORM REQUIRED VIBRATING, SHORING REMOVAL, AND FILL ALL VOIDS. ALL WORK TO BE PERFORMED AT THE CONTRACTOR'S SOLE COST AND EXPENSE. 9 10 10 SITE AMENITIES SLEEVED PIPE BOLLARD REF SPECS SYMBOL QTY. DESCRIPTION WM SUPPLIED BY GC 24 INSTALLED BY VERIFY BOLLARD REQUIREMENTS AT TRANSFORMER WITH UTILITY ( 2 E Q S P 1 20 2 ) E Q S P 1 74 ( 3 ) E Q S P 2 80 40 70 ( 2 E Q S P 1 10 ( 1 4 ) E Q S P 1 3 70 ( 2 ) E Q S P 1 11 0 40 2 91 0 2 ) E Q S P 1 56 8 ) E Q S P 7 80 96 S L O P E S L O P E SP2.0 SP2.0 6 REF STRUC FOR CONTRACTION JOINT SPACING REF STRUC FOR CONTRACTION JOINT SPACING DASHED LINE INDICATES CHANGE IN PAVING SLOPE TYP REF CIVIL ARCHITECTURAL FINISH FLOOR 100.00' CIVIL FINISH FLOOR 105.50' ALL EXTERIOR DOORS 100.00' UNO SP2.0 1A SP2.0 1B SLOPE ALL EXTERIOR SLABS AWAY FROM BUILDING. SLOPE SHALL BE A MINIMUM OF 1:100 (1%), AND SHALL NOT EXCEED 1:48 (2%) (UNO). ALL SLABS SHALL MEET THE BUILDING AT ELEVATION 100.00' (UNO). WHERE SLAB EDGE MATCHES PAVING, COORDINATE TOP OF SLAB WITH CIVIL DRAWINGS. 7 SP2.1 TYP 1A SP2.1 1A SP2.1 1A SP2.1 1A SP2.1 SP2.1 TYP REF STRUC FOR CONTROL JOINT LOCATIONS SLOPE SLOPE 1B SP2.1 10 SP2.1 SP2.0 1C AREA AT HIGH RACKS SHALL BE FLAT AND LEVEL FROM BUILDING TO SITE PAVING WITH A CROSS SLOPE OF 1% MAX 1A SP2.1 12'-0" H 1A SP2.1 1A SP2.1 10'-0" H10'-0" H DASHED LINE INDICATES CHANGE IN PAVING SLOPE TYP REF CIVIL 1B SP2.1 1B SP2.1 S L O P E SLOPE SLOPE R 2210 R2210 SOFT DRINK VENDING TYP OF 3 WATER RETURN BIN RE SHEET NOTES FOR ANCHORAGE 2 ) E Q S P 1 73 ( 2 E Q S P 1 20 2.01 3.06 7 SP2.1 TYP REFER TO 1-AC1 FOR BOLLARD PLACEMENT OIL INTERCEPTOR SLAB INSTALL PER MFR'S INSTRUCTIONS, REFER TO PROPANE STORAGE REF SHEET NOTES FOR ANCHORAGE TYP OF PROVIDE BOLLARDS AT FORKLIFT PROPANE CAGE(S) REF 9-SP2 12'-0" H 10' X 15' PAINTED STRIPED AREA TO REMAIN CLEAR FOR JIB CRANE LADDER AND HOIST ABOVE, REF CIVIL 1'-2"1'-2" (2) EQ SP 15'-0" 6'-6" (2) EQ SP 20'-0" (9) EQ SP 83'-4"5'-4" (2) EQ SP 12'-8" (4) EQ SP 22'-8" (2) EQ SP 12'-8" (4) EQ SP 34'-0" (5) EQ SP 44'-0"6'-8" (2) EQ SP 13'-11" (3) EQ SP 27'-11" (5) EQ SP 44'-2" (2) EQ SP 15'-4" (4) EQ SP 34'-8" (4) EQ SP 34'-0" (4) EQ SP 22'-8"6'-8" (5) EQ SP 45'-4" (2) EQ SP 20'-0" (5) EQ SP 46'-2" (2) EQ SP 14'-4" (3) EQ SP 26'-10"8'-8" 3.05 3.01 3.01 3.01 VENTED MANHOLE IN HEAVY DUTY CONCRETE REF CIVIL 6'-0" 60 (5) EQ SP 44'-0" 2.01 STRIPING REF CIVIL (TYP) 3.01 20'-6 1/2" 1 35 1 / 8 1 66 3 4 R10 -0 2 ) E Q S P 1 73 1 / 8 R100 " 254'-8" 5 SP2.1 3.01 SP2.1 13 TYP 30'-1 3/4" 3.16 3.16 STEEL PIPE RAILING REF 11 SP2.2 22'-6 1/2" ℄ CRITICAL: COORDINATE TRANSFORMER LOCATION WITH MEP PER SITE PLAN AND ARCHITECTURAL/UTILITY REQUIREMENTS S L O P E 7 16 3 / 8 2 ) E Q S P 1 00 20'-0"30'-2"5'-0" 2'-3" (2) EQ SP 13'-8" 40 5 A4.3 STRIPING REF CIVIL (TYP) 3.01 NOTE: REFER TO CIVIL PLANS FOR SITE CONTRACTOR WORK IN THIS AREA. CONTEXT SHOWN FOR REFERENCE ONLY 9 76 3 4 90 3.01 2.04 3.01 STRIPING REF CIVIL (TYP) SP3 SP2.0 1D STRIPING REF CIVIL (TYP) STRIPING REF CIVIL (TYP) STRIPING REF CIVIL (TYP) 3.05 STRIPING REF CIVIL (TYP) STRIPING REF CIVIL (TYP) 1 60 GROUNDED FLAG POLE REF 14 SP2.1 36 25'-0" 3.01 3.01 6'-4" BIKE RACK LOCATION 3.01 3.01 3.01 3.01 3.01 3.01 3.01 1B SP2.1 3 6 SP1.0 REF 2 SP1.0 7 2 SP1.0 M N 80 MIN. 2'-6" 4'-2" 5'-11" 12'-2" MIN. 5'-11" FOR DETAIL 2/SP1.0 AND 3/SP1.0. SEE SHEET NOTE #6 FOR SHORING NOTE 9 FOR DETAIL 2/SP1.0 AND 3/SP1.0. SEE SHEET NOTE #6 FOR SHORING NOTE 10 1. 2. 3. NOTES: TRAFFIC PAD MUST EXTEND AT LEAST 12" BEYOND TANK PERIMETER IN ALL DIRECTIONS. THE CONCRETE TRAFFIC PAD, REINFORCEMENT AND THICKNESS, MUST BE DESIGNED FOR JOB CONDITIONS AND TRAFFIC LOADS TO ASSURE CONCRETE TRAFFIC PAD INTEGRITY. IT IS THE REPRESENTATIVE TO DESIGN THE TRAFFIC PAD FOR ALL LOADS. 4' 10' TANKS NEED A MIN. DEPTH OF 18" BACKFILL PLUS 6" OF REINFORCED CONCRETE. 96' 0" TOP OF OWS TANK 100' 0" TOP OF TANK LID/ FIN. EXT. SLAB 1 28 M A X A L L O W A N C E D E P T H O F T A N K A T 80 D S T A N C E O F B U U L D N G 95' 6" BOT FTG EL. 96' 8" TOP ETG EL. 100' 0" FF. EL. MIN. 8'-0" MIN. 1'-0" 2'-0" 6" RCA TYPE 733-0707 4" NYSDOT TYPE BASE COURSE 6" STABILIZED SUBGRADE 4'-0" DIAMETER 12'-2" LENGTH OWS TANK MIN. 1'-0"3'-6" EDGE OF OWS TANK 90 ° DO NOT CROSS INTO THE HATCHED ZONE BUILDING/ STRUCTURE FOUDATION/ FOOTING EDGE OF FOOTING CONCRETE PAD AT EXTERIOR DOOR 8" PORTLAND CEMENT TYPE 1A CONCRETE (4,000 PSI AT 28 DAYS) REINFORCED CONCRETE AS NECESSARY AOBE (6" X 6" 10/10 GA. W.W.F. MIN.) H.85 40 12 1 8 BACKFILL TO BE PEA GRAVEL OR CRUSHED STONE AS PER MANUFACTURERS REQUIREMENTS. BACKFILL SHALL MEET ASTM C-33 FOR QUALITY AND SOUNDNESS 92' 0" BOT OF OWS TANK INSTALL GEO-TEK (FILTER) FABRIC OVER UNEXCAVATED SOIL. FABRIC TO BE NON-DEGRADABLE GEOTEXTILE FABRIC, EITHER WOVEN OR NON-WOVEN. FOLLOWING PROPERTIES: -TENSILE STRENGTH - 120 LBS (ASTM D4637) -MAX OPENING SIZE - .300 MIN. (ASTM D4751) -FLOW RATE 18G/MIN/SF (ASTM D4491) -ASTM D4491 (MIN) PERMITTING (.28/ SEC -1) -INSTALL SIDES OF TANK PER DETAIL 2/SP1.0 INSTALL GEOTEK (FILTER) FABRIC AS INDICATED. FABRIC OVERLAPS SHALL BE A MIN. 12" TERMINATE GEOTEK FABRIC ABOVE TOP OF TANK, TYP. 9 9 9 9 9 96' 0" TOP OF OWS TANK 100' 0" TOP OF TANK LID/ FIN. EXT. SLAB 91' 3" BOT OWS TANK 89 MIN. 5'-11"12'-2"FROM EDGE OF SLAB 2'-5 1/2" MIN. MN1-0 73 44 3'-0" 20'-6 1/2" 1 8 11 0 EDGE OF OWS TANK OFF CONC. SLAB ON GRADE TIRE STORAGE FENCE EXTERIOR CONCRETE SLAB ON GRADE FOR EXTERIOR TIRE STORAGE CONCRETE SLAB AND COMPACTED FILL, REFER TO REF 2 SP1.0 DO NOT CROSS INTO THE HATCH ZONE 4" SANITARY SEWER TO BLDG. SEE PLAN DTL 1/MP2 AND AUTO CENTER DWV RISER DETAIL GEOTEK (FILTER) FABRIC TERMINATE GEOTEK FABRIC ABOVE TANK (TYP) ENVIRONMENTAL CANOPY COLUMN 10 10 10 DO NOT CROSS INTO THE HATCH ZONE CONCRETE PIER/FTG FOR COLUMN ABOVE 1 0 CONCRETE EXTERIOR SLAB ON GRADE AT ENVIRONMENTAL CANOPY 45 1-0MIN SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 3 0 2 0 1 3 0 7 5 P M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 0 M nA R C H R V 2 0 s c a n s S Y N 2 v SP1.0 SITE PLAN Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 KEYNOTE LEGEND 2.01CHAIN LINK FENCING WITH PLASTIC SCREENING SLATS INSTALLED VERTICALLY (HEIGHT NOTED ADJACENT TO KEYNOTE) 2.04ORNAMENTAL METAL FENCING 3.01CONCRETE STOOP REF STRUC 3.05CONCRETE CURB 3.06CONCRETE TRANSFORMER PAD. REF CIVILS FOR LOCATION. COORDINATE SIZE, REINFORCING, AND THICKNESS WITH LOCAL UTILITY 3.16CONCRETE CURBPAINT ON FACE AND 6" ON TOP HTRON 1" = 20'-0" 1 SITE PLAN 1/4" = 1'-0" 2 HEAVY DUTY CONCRETE PAVEMENT DETAIL 6 3/16" = 1'-0" 3 OWS TANK LOCATION OFF EXTERIOR TIRE STORAGE 7 7 ISSUE BLOCK 3ADD109/10/2020 6CCD#302/22/2021 7CCD#404/01/2021 9Rev_SCHD OPC RE-SUBMISS ION 04/20/2021 10CCD#704/28/2021
-3.39' -0.57' -0.57' -0.09' -3.57' -1.90' CONCRETE SLAB REF STRUC DRAIN PIPE BEYOND REF CIVIL PLANS GRATE CL -4.65' ELEVATION 9" 2 SP2.0 SP2.0 8 SHEET NOTES 1. REF SHEET A7 FOR SCHEDULE FINISH KEY SP2.2 1 SP2.2 4 AT DRAIN AT WALL -0.79' MAX 7 SP2.0 8-SP2.0 -0.09' 0.00'0.00' 42" H SLOPE SELF CONTAINED DRY COMPACTOR BIN 6 SP2.1 6 SP2.1 SIM LOCATE BOTTOM EDGE OF SONOZAIRE +54" ABOVE GRADE 1 48 5'-0"14'-5" 3.05 -1.75' -1.33' -1.33' -1.75' POWER UNIT BELOW 1 33 M O 80 40 M O 80 35 51 0 O P E N N G 34 C H U T E 60 3 68 7 SP2.1 TYP 8 SP2.1 42'-0" 0.00' 2.02 CONSTRUCTION JOINT 12 SP2.1 3.02 25'-0" (4) EQUAL SPACES 42'-6"4'-0"18'-10" REF STRUC 5.02 -4.17' 42" H 2.02 3.02 83 7 8 SP2.1 12 TYP LIGHT POLE BASE, REF CIVIL 5.02 14'-4" 30'-0" SLOPE UP 1% MAX -1.50' -3.48' -3.39' 20'-0"66'-0"4'-0" -3.88' -0.09' -4.65' -3.88 -0.70' -0.70' -0.87' -0.87' -2.07' -1.90' 8 2.02 42" H FACE OF BLDG WALL AT WALL AT DRAIN 7A-SP2.0 -1.00' MAX 55 M O 80 40 M O 80 40 M O 80 1 47 -4.17' 4"4'-0" 3.02 REF STRUC 78'-2"21'-8"16'-6"4'-0" 80 SP2.2 5.02 LIGHT POLE BASE, REF CIVIL SP2.1 12 TYP 30'-0" SLOPE UP 1% MAX 7 SP2.0 OH -1.00' MAX 0.00' 3.01 0.00'0.00' DOOR LEAF REQUIRES 180 SWING FOR EGRESS SP2.1 13 TYP 70'-4"20'-0" REF. CIVIL PLAN 8'-4" -3.88 -0.41' -0.57' -0.57' -0.17' -0.15' -0.87' -0.15' -2.07' -0.57' -2.07' -0.87' -3.88' -4.65' 42" SP2.1 10 SP2.1 R 28'0 CLEAR TYP RADIUS POINT CENTERED ON VESTIBULE DOORS 5-0 TYP OF 7 5.01 10 20 30 3.01 3.07 1'-0"1'-0" 2 SP2.1 42" TYP OF 10 SP2.1 CLEAR TYP R 280 RADIUS POINT CENTERED ON VESTIBULE DOORS 5-0 5.01 20 30 10 3.07 3.01 1'-0"1'-0" 11 SP2.1 CONSTRUCTION JOINT 42" 10 SP2.1 2 SP2.1 TYP OF 2 3"x4" 7.09 31 0 56 3.07 3.01 5'-3"3'-0" 1'-6" 1'-7" 5.01 42" HIGH CHAIN LINK FENCE WITH POST AT 9'-0" OC MAXIMUM. SLEEVE AND GROUT 8" INTO CONCRETE RETAINING WALL. FENCE EXTENDS FROM BUILDING TO A POINT WHERE THE TOP OF RETAINING WALL IS 2'-3" ABOVE THE SLOPED CONCRETE PAVING SP2.1 12 SITE PAVING, NIC 6" PIPE BOLLARD FOR PLACEMENT REF PLAN SITE PAVING TO BE MIN 12" BELOW TOP OF WALL WEEPS TYP REF STRUC SLOPE UP % MAX TO MEET S TE PAV NG TYP SP2.0 4 0'0" TO CONC/ FF EL 20'-0"66'-0" S OPE UP 3% MAX 4.04 3 3.95 SITE PAVING, NIC SLOPE UP 6% MAX TO MEET S TE PAV NG SLOPE DOWN WEEPS TYP REF STRUC REF CIVIL20'-0"66'-0"4'-0" SLOPE UP 3% MAX 24"X24" EXTERIOR WALL OPENING AT GENERATOR CABLE RACEWAY, BOTTOM AT 8" AFF 8 9 7.05 SP2.1 12 SITE PAVING, NIC 6" PIPE BOLLARD FOR PLACEMENT REF PLAN 6" PIPE BOLLARD FOR PLACEMENT REF PLAN SLOPE DOWN SLOPEUP 6%MAX TO MEET S TEPAVNG WEEPS TYP REF STRUC 66'-0"20'-0" SLOPE UP % MAX 10 3 4 20 30 37 7'-2"7'-2" 3.07 5.01 42" TYP OF 3 (2) EQ SP 14'-4" 10 SP2.1 2 SP2.1 10" MAX DRAIN SIZE TRUCKWELL DRAIN REF CIVIL 10 1/2" x 10 1/2" x 2" OVERFLOW VOID CLIP ANGLE GRATE SECTION A 10 GRATE 1x1x1/8 4" GALVANIZED CLIP ANGLE ASSEMBLY AT EACH SIDE. ANCHOR WITH (2) 3/8" SLEEVE ANCHORS FACE OF DOCK WALL SECTION B SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 3 2 0 1 1 4 0 2 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 0 M nA R C H R V 2 0 s c a n s S Y N 2 v SP2.0 SITE DETAILS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1 1/2" = 1'-0" 4 DRAIN DETAIL 1/8" = 1'-0" 5 GR TRUCKWELL PLAN 1/8" 1'-0" 6 GM TRUCKWELL PLAN 1/8" = 1'-0" 1A GR ENTRY PLAN 1/8" = 1'-0" 1B GM ENTRY PLAN 1/8" = 1'-0" 1C ACC ENTRY PLAN 1/8" = 1'-0" 7 TRUCKWELL SECTION AT GR RECEIVING KEYNOTE LEGEND 2.02CHAIN LINK FENCING (HEIGHT NOTED ADJACENT TO KEYNOTE) 3.01CONCRETE STOOP REF STRUC 3.02CONCRETE PAVING REF STRUC 3.05CONCRETE CURB 3.07PATTERNED CONCRETE AREA 4.04CONTROL JOINT, TYP, REF STRUCTURAL 4.2124"X24" EXTERIOR WALL OPENING AT GENERATOR CABLE RACEWAY, BOTTOM AT 8" AFF 5.016" PIPE BOLLARD WITH GRAY PLASTIC SLEEVE (HEIGH OF SLEEVE NOTED ADJACENT TO KEYNOTE) 5.02PAINTED 6" PIPE BOLLARD 7.09METAL DOWNSPOUT, PREFINISHED, UNLESS NOTED OTHERWISE 1/8" = 1'-0" 7A TRUCKWELL SECTION AT GM RECEIVING 1/8" 1'-0" 8 GR TRUCKWELL SECTION 1/8" = 1'-0" 1D GC ENTRY PLAN 1 1/2" = 1'-0" 2 TRUCKWELL DRAIN 1 1/2" = 1'-0" 3 TRUCKWELL DRAIN 3 NOT USED 1 ISSUE BLOCK 3ADD109/10/2020 8CCD#504/13/2021
BASE MATERIAL REF STRUC CONC SLAB REF STRUC SITE PAVING SUBBASE SUBGRADE REF STRUC SLAB REINFORCING REF STRUC 14 1'-0" BASE MATERIAL REF STRUC CONTROL JOINT FOR METHOD REF SPECS 1/4" DEEP SEALANT AND BACKER ROD OR DEPTH AS RECOMMENDED BY MANUFACTURER FILL ALL EXTERIOR CONTROL JOINTS. REF SPECIFICATIONS SUBBASE/SUBGRADE REF STRUCTURAL 1 / 4 1 4 6 SECTION PLAN AT INSIDE CORNER CONCRETE CURB WHERE SHOWN ON PLAN #4x6" DOWELS EMBED IN EPOXY ADHESIVE WITH 2" EMBEDMENT AT 24" OC EXTERIOR FACE OF WALL 6" 8 SLOPE 6" DIAMETER STEEL PIPE BOLLARD PLACE FINISHED SURFACE TIGHT TO BOLLARD PATTERNED CONCRETE AREA REF SP1 FOR LENGTH PLASTIC BOLLARD SLEEVE. REF SPECS HOLD TOP OF FOOTING DOWN 16" FROM FINISHED SURFACE ELEVATION 18" DIAMETER FOOTING AGGREGATE BASE REF SPEC BOLLARD MUST BE SET PRIOR TO PLACING OF PAVING OR SIDEWALK PAVING CONCRETE SLAB REF STRUCTURAL FOR ALL REINFORCEMENT REQUIREMENTS R E F P L A N 40 3 1'0"3'0" 6" 4 OMIT CONCRETE FILL (DO NOT OMIT CONCRETE FILL AT BOLLARDS AT PROPANE STORAGE) CAP OR PLUG ENDS OF STEEL BOLLARDS TO PREVENT WATER FROM COLLECTING AND CONCRETE FROM ENTERING DURING PLACEMENT 1'-0" 6" DIAMETER STEEL PIPE BOLLARD FILL WITH CONC WITH ROUNDED TOP PAINT WALL PAVING OR CONCRETE SLAB 18" DIAMETER CONCRETE FOOTING PLAN AT WALL BASE MATERIAL REF STRUC SUBBASE/SUBGRADE REF STRUC CL LIGHT POLE BASE PLAN VIEW VARIES AT SIM CONDITION CL 1'-0" CL CL P5E P5E PLAN AT LIGHT POLE BASE P5E SECTION 3 80 1'-4" U N O 40 U N O 40 1'-2" DOUBLE DOOR SINGLE DOOR NOTE: REF STRUC FOR SECTION SPOT ELEVATIONS AND DIMENSIONS ARE TYPICAL UNLESS OTHERWISE NOTED ON 1-SP1 99.92'99.92' 100.00' 100.00' SLOPE FILL REF STRUC PATTERNED CONCRETE AREA REF SP1 FOR LENGTH CONCRETE SLAB PAVING REINFORCING WHERE REQUIRED REF STRUC 4 14 1'-0" DOWELS REF STRUC SHEET NOTES 1. REF SHEET A7 FOR SCHEDULE FINISH KEY 4 1'-0" 14 BASE MATERIAL REF STRUC CROSS SLOPE NOT TO EXCEED 1:48 (2%) CONCRETE CURB WHERE SHOWN ON PLAN EXTERIOR FACE OF WALL CONCRETE SLAB PAVING SUBBASE SUBGRADE REF STRUC SP2.1 SLOPE 6 1'-0" 14 BASE MATERIAL REF STRUC CROSS SLOPE NOT TO EXCEED 1:100 (1%) EXTERIOR FACE OF WALL CONCRETE SLAB PAVING SUBBASE/SUBGRADE REF STRUC SLOPE BASE MATERIAL REF STRUC CROSS SLOPE NOT TO EXCEED 1:100 (1%) SLOPE EXTERIOR FACE OF WALL CONCRETE SLAB PAVING SUBBASE/SUBGRADE REF STRUC 6 18" DIAMETER CONCRETE FOOTING PAVING OR CONCRETE SLAB 6" DIAMETER STEEL PIPE BOLLARD FILL WITH CONCRETE PLASTIC BOLLARD SLEEVE REF SPECIFICATIONS 3 40 R E F P L A N 6 SITE PAVING SUBBASE/SUBGRADE REF STRUC SLAB REINFORCING REF STRUC BASE MATERIAL REF STRUC AT SIM CONDITION: CHAIN LINK FENCE WITH POST AT 9'-0" OC MAXIMUM SLEEVE AND GROUT 4" IN CONCRETE CURB 15 M N 4 1" 6" 1" 1'-0" BASE MATERIAL REF STRUC CROSS SLOPE NOT TO EXCEED 1:48 (2%) EXTERIOR FACE OF WALL CONCRETE SLAB 6" CONCRETE PAVING. REF STRUC SUBBASE SUBGRADE REF STRUC SLOPE 6 2'-0" 4 SLOPE 6" DIAMETER STEEL PIPE BOLLARD INSERTED INTO 8" DIAMETER PIPE SLEEVE PLACE FINISHED SURFACE TIGHT TO SLEEVE PATTERNED CONCRETE AREA REF SP1 FOR LENGTH PLASTIC BOLLARD SLEEVE. REF SPECS HOLD TOP OF FOOTING DOWN 16" FROM FINISHED SURFACE ELEVATION 18" DIAMETER FOOTING BOLLARD MUST BE SET PRIOR TO PLACING OF PAVING OR SIDEWALK PAVING REF STRUCTURAL FOR ALL REINFORCEMENT REQUIREMENTS OMIT CONCRETE FILL 8" SLEEVE FLUSH WITH TOP OF SIDEWALK 6" DIAMETER STEEL PIPE BOLLARD INSERTED INTO 8" DIAMETER PIPE SLEEVE SEAL GAP AT BASE OF BOLLARD SECTION NTS PLACE FINISHED SURFACE TIGHT TO SLEEVE 8" DIAMETER SCHEDULE 80 STEEL PIPE SLEEVE FLUSH WITH TOP OF FINISHED SIDEWALK 8" DIAMETER SCHEDULE 80 STEEL PIPE SLEEVE FLUSH WITH TOP OF FINISHED SIDEWALK CAP OR PLUG ENDS OF 6" BOLLARD AND ONE END OF THE 8" STEEL BOLLARD SLEEVE TO PREVENT WATER FROM COLLECTING AND CONCRETE FROM ENTERING DURING PLACEMENT. 3 6 S T E E L B O L L A R D 6 1'0" 6" 3' - 0" 4 R E F P L A N 8 P P E S L E E V E 40 SECT ON FILL BASE WITH MASONRY SAND AS REQUIRED TO RAISE PIPE SO THAT PLASTIC SLEEVE HEIGHT MATCHES ADJACENT BOLLARD SLEEVES. M N 30 M N 29 10 50 2 50 3" FINIAL BALL CLEAT BOX ALUMINUM FLAG POLE COLLAR 1/2" PMEJ AND SEALANT CONCRETE SLAB SAND FILL GROUND SLEEVE CENTERING WEDGES, TYP 24" DIAMETER CONCRETE FOOTING (6) #6 VERTICALLY #3 TIES AT 12" OC #4 BAR TACK WELDED TO GROUND SLEEVE EXTEND 12" INTO EARTH SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AB/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 3 2 0 0 4 1 3 9 P M C U b D 0 3 3 Y A P H A N K N Y 1 0 M a nA R C H R V 8 b e n o s k v SP2.1 SITE DETAILS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1/2" = 1'-0" 5 PAVING SECTION 1/2" = 1'-0" 7 EXTERIOR SIDEWALK/PAVING CONTROL JOINT 3/4" 1'-0" 9 CURB 1/2" = 1'-0" 10 BOLLARD 1/2" = 1'-0" 12 BOLLARD LOCATION 1/8" = 1'-0" 13 STOOP PLANS TYPICAL 1/2" = 1'-0" 2 SIDEWALK SECTION 1/2" = 1'-0" 1A SIDEWALK SECTION 1/2" = 1'-0" 1B SIDEWALK SECTION 1/2" = 1'-0" 3 SIDEWALK SECTION 1/2" 1'-0" 4 BOLLARD 1/2" = 1'-0" 6 CURB SECTION 1/2" = 1'-0" 8 SIDEWALK SECTION 1/2" = 1'-0" 11 REMOVABLE BOLLARD 1/2" = 1'-0" 14 GROUND MOUNTED FLAG POLE ISSUE BLOCK
DN STEEL PIPE GUARDRAIL STEEL PIPE HANDRAIL STEEL PIPE HANDRAIL 2 SP2.2 3 SP2.2 C L E A R 79 4'-7"14'-3" BASEPLATE REF 7 SP2.2 SIM REF 12 SP2.1 5.02 6 1'-8 7/8" 3.01 5.02 STEEL PIPE HANDRAIL SLOPE DOWN 6-SP2.2 5-SP2.2 BASEPLATE REF TYP 7 - SP2.2 3.01 REF 12 SP2.1 16 3'-6" 7 SP2.1 C L E A R 60 PAINT ALL HANDRAILS, GUARDRAILS, AND PICKETS TO MATCH ADJACENT BUILDING COLOR CONCRETE SLAB REF STRUC FOUNDATION WALL REF STRUC T Y P 7 EQEQEQ ℄ ℄ ℄ 11" TREADS @ 11" 4'-7"4" ℄ POSTS AT 48" OC MAX SPACING. 3" DIA SLEEVE. SLEEVE AND GROUT 3" INTO CONCRETE SLAB ℄ ℄ ℄ 4" MAX BUILDING WALL ℄ 30 30 1/2" TYP 3/4" 7 SP2.2 TYP 11" CONCRETE SIDEWALK 1/2" RADIUS MAX STEEL PIPE GUARDRAIL STEEL PIPE HANDRAIL SQUARE STEEL PICKET 1/2" ℄ 1'-0" CONCRETE SIDEWALK 1/2" RADIUS MAX HANDRAIL BRACKET STEEL PIPE HANDRAIL PAINT ALL HANDRAILS, GUARDRAILS, AND PICKETS TO MATCH ADJACENT BUILDING COLOR T Y P 7 ℄ ℄ ℄ RETURN HANDRAIL FLUSH TO WALL AT EACH END CONCRETE SLAB REF STRUC TYP 3/4" TYP 11" 30 1'-0" 5 TREADS @11" 4'-7"1'-0" 5 1/2" EQEQ 30 1/2" STEEL PIPE HANDRAIL HANDRAIL BRACKET PAINT HANDRAIL AND BRACKETS TO MATCH ADJACENT BUILDING COLOR NOTE: HANDRAILS REQUIRED AT BOTH SIDES OF RAMP WHEN SLOPE IS GREATER THAN 5% RETURN HANDRAIL FLUSH TO WALL AT EACH END 1'-0"EQEQEQEQ1'-0" 72" MAX 30 STEEL PIPE HANDRAIL PAINT HANDRAIL TO MATCH ADJACENT BUILDING COLOR NOTE: HANDRAILS REQUIRED AT BOTH SIDES OF RAMP WHEN SLOPE IS GREATER THAN 5% ℄ ℄ ℄ SP2.2 TYP EQEQEQEQEQ ℄ 30 1'-0"6" 6"1'-0" 48 1/4"MAX 8 8 3 3 4"4" CL CL 3/4" 3 4 CL CL HANDRAIL ABOVE STEEL PIPE RAIL INSTALLED VERTICALLY WITH BEVELED BOTTOM END TO MATCH SITE SLOPE 6" 8" 1/4" STEEL PLATE SECURED TO SLAB WITH (4) 1/4" DIAMETER CONCRETE SCREW ANCHORS WITH MIN 1 3/4" EMBEDMENT INTO SLAB 3/16 SLOPE DOWN 10 5.02 P5E 9-SP2.2 1 0S P 2 2 3.16 STEEL PIPE HANDRAIL 5 ℄ 5" ℄ 5 1 ℄ REF 12 SP2.1 SIM ℄ 3.01 7 SP2.1 1'-0" -SP 2 7 SP2.2 TYP 3 E Q E Q ℄ PAINT HANDRAIL TO MATCH ADJACENT BUILDING COLOR EQEQEQEQEQ ℄ ℄ ℄ ℄ ℄ STEEL PIPE RAILING, TYP EQ 48" MAX EQEQEQ ℄ ℄ ℄ ℄ ℄ ℄ ℄ SP2.2 TYP 15 1 / 8 40 5 8 E Q ℄ PAINT HANDRAIL TO MATCH ADJACENT BUILDING COLOR EQEQ ℄ ℄ 5" ℄ STEEL PIPE RAILING, TYP PAINT HANDRAIL TO MATCH ADJACENT BUILDING COLOR STEEL PIPE RAILING 5" 4'-0" EXTERIOR FACE OF BUILDING WALL 30 7 SP2.2 TYP SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AB/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 3 2 0 0 4 1 4 7 P M C U b D 0 3 3 Y A P H A N K N Y 1 0 M a nA R C H R V 8 b e n o s k v SP2.2 SITE DETAILS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1/4" = 1'-0" 1 TRUCKWELL ENLARGED PLAN 1/4" = 1'-0" 4 TRUCKWELL ENLARGED PLAN 1/2" = 1'-0" 2 STAIR SECTION 1/2" = 1'-0" 3 STAIR SECTION 1/4" = 1'-0" 6 TRUCKWELL ELEVATION 1/4" = 1'-0" 5 TRUCKWELL ELEVATION KEYNOTE LEGEND 3.01CONCRETE STOOP REF STRUC 3.16CONCRETE CURB - PAINT ON FACE AND 6" ON TOP 5.02PAINTED 6" PIPE BOLLARD 3" = 1'-0" 7 RAILING BASEPLATE 1/4" = 1'-0" 8 TRUCKWELL ENLARGED PLAN 1/4" = 1'-0" 9 TRUCKWELL ELEVATION 1/4" = 1'-0" 10 TRUCKWELL ELEVATION 1/4" = 1'-0" 11 RAILING AT VC ENTRY ISSUE BLOCK
62 2 80 2 80 2 80 2 80 2 80 1 40 2 80 2 80 CANOPY 20'-0"35'-2" EQEQ CANOPY ABOVE BUILDING WALL Rx TUBE & CONCRETE BASE. 36" HIGH 6" DIAMETER CONCRETE FILLED BOLLARD, PAINTED TYP. RECESSED LED LIGHT FIXTURE BY VENDOR. REF ELECTRICAL, TYP. LOADING ZONE STRIPING PAINTED TRAFFIC WHITE E Q T Y P 90 E Q 35'-2" PNEUMATIC TUBE TO BE WRAPPED WITH INSULATION BY G.C. PER MANUFACTURER'S RECOMMENDATIONS TO PREVENT CONDENSATION IN PIPE 2S P 3 3-SP3 14-0" -0 3-0 Rx STALL GRAPHIC, TYP REF 10 SP3 P76U REF 16 SP3 P5E STEEL COLUMNS PAINTED TYP P76U NOTE: INTERNAL DRAIN IN COLUMN-SHEET DRAIN. DRAIN TO UNDERGROUND STORM SEWER. 80 7 29 1 / 2 ASSOCIATE PATH STRIPING PAINTED TRAFFIC WHITE 6 SP3 62 3-SP3 SIM PNEUMATIC TUBE SYSTEM ABOVE 2'-0 1/2" BEGIN NUMBERING AT Rx SPACE. ℄ 11 TYP BETWEENCOLUMNS 243" 1211/2 1211/2" CANOPY ABOVE 101 ℄ PAINTED TO MATCH ADJACENT PARKING FIELD STRIPING, TYP STOP BAR PAINTED TO MATCH ADJACENT PARKING FIELD STRIPING, TYP 3 20 26 MAX 11'-8 1/2" TO CANOPY 14'4" BO CANOPY 11'4" 222'-4" 6'-2"28'-0"28'-0"14'-0"28'-0"28'-0"28'-0"28'-0"28'-0"6'-2" ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ CENTER SIGN OVER STALL 2, REF 14 SP3 CENTER SIGN ON CANOPY, TYP. REF 15 SP3 10" X 10" LANE MARKER. WALMART FURNISHED CONTRACTOR INSTALLED, 8" WHITE VINYL LETTERS, CENTER SIGN OVER PARKING STALL. TYP. REF 9 - SP3 CALL NUMBER SIGN. CENTER SIGN OVER PARKING STALL, TYP. R X T U B E S 1 30 C L CENTER SIGN ON CANOPY, STEEL COLUMN PAINTED TYP P76U NOTE: OVERHANG BASED UPON VENDOR REQUIREMENTS COLUMN SIGN. REF 13 SP3 T Y P 36 T Y P 56 REF 7 SP3 1 21 0 FF EL 0'0" PNEUMATIC TUBE TO BE WRAPPED WITH INSULATION BY G.C. PER MFR'S RECOMMENDATIONS TO PREVENT CONDENSATION ALL SIGNAGE IS WHITE VINYL LETTERS. CENTER SIGN OVER STALL 2, PNUEMATIC TUBE PAINTED ABOVE CANOPY 1 52 1 2 C L REF 17 SP3 P76U REF SP3 FOR METAL CANOPIES, G.C. TO INSTALL WATERTIGHT ESCUTCHEON PLATE OR SLEEVE AT CONNECTION OF TUBES AND CANOPY SOFFIT 20'-0"35'-2" EQEQ ℄ SIGN & REF 8 SP3 36" HIGH 6" DIAMETER CONCRETE FILLED BOLLARD Rx TUBE AND CONCRETE BASE. STEEL COLUMN PAINTED TYP. P76U 10" X 10" LANE MARKER. WALMART FURNISHED CONTRACTOR INSTALLED, 8" WHITE VINYL LETTERS, CENTER SIGN OVER PARKING STALL. & ,TYP. BUILDING WALL SIGN. PREFINISHED METAL PANELS BO CANOPY 11'4" TO CANOPY 14'4" REF 16 SP3 REF 9 SP3 REF 13 - SP3 REF 12 SP3 P5E REF 11 SP3 0" - 0" FG EL SIGN FACE 10'-4" MIN CLEAR B.O. SIGN MOUNT HARDWARE AT ENDS AND AS NOTED ON DETAIL 7" CANOPY REAR 2" X 10" ALUMINUM TUBE SIGN SIGN AND FASTENERS FURNISHED BY WALMART ATTACHMENT TO CANOPY BY OTHERS 4 1 2 70862 S/S NYLOK 3/8-16 1,000 3/8"-16 GRADE 18-8 NE STAINLESS STEEL NYLON INSERT LOCK NUT 11137944 3/8" XL304SSFNDRWASHR 500 3/8" X 3.000" OD GRADE 18-8 STAINLESS STEEL EXTRA LARGE OD FENDER WASHER WELDED STAINLESS STEEL HOUSING 71021 S/S FW 1/2 X 1/4 OD 500 1/2" 18-8 STAINLESS STEEL SMALL OD FLAT WASHER 3/8 X 3" RUBBER FENDER WASHER 11203-05320 3/8 X 1 1/4 RUBBER F 3/8 X 1 1/4 RUBBER FENDER WASHER 70217 S/S HCS 1/2-13 X 3 1/2 250 1/2" 13 X 1/2" ASTM F593 18-8 STAINLESS STEEL HEX CAP SCREW 70864 S/S NYLOK 1/2 13 250 1/2" 13 GRADE 18-8 NE STAINLESS STEEL NYLON INSERT LOCK NUT 0174733 S/S FW 3/8 X 3/4 OD 3/8" 18-8 STAINLESS STEEL FLAT WASHER 71189 18-8 TAP 3/8-16 X 2 3/8"-16 X 2" ASTM F593 18-8 STAINLESS STEEL TAP BOLT 71067 S/S L/W 3/8 500 3/8" 18-8 STAINLESS STEEL MEDIUM SPLIT LOCK WASHER G.C. TO COMPLETE SEAL AROUND OPENINGS/PENETRATIONS PREFINISHED LANE MARKERS TO MATCH P126U FURNISHED BY WALMART, G.C. INSTALLED 1/2"x1/4" STAINLESS STEEL EYE SCREWS-MECHANICALLY FASTEN TO STRUCTURE AND SIGN AT EACH END BELOW CANOPY DECK, CENTERED ON EVERY PARKING STALL AT ENTRY SIDE OF CANOPY 0.25 SF 10" 1 0 7 5" SIGN FURNISHED BY WALMART, ATTACHMENTS AND INSTALL TO CANOPY BY OTHERS 18'6" 27.75 SF WHITE VINYL LETTERS BOTTOM OF CANOPY 26 16 11'-6 1/2" 15.22 SF WHITE VINYL LETTERS BOTTOM OF CANOPY 10 8 14 20 4'8" 4 6 2.35 SF WHITE VINYL LETTERS BOTTOM OF CANOPY 1'6" 20 SIGN FURNISHED BY WALMART, ATTACHMENT TO COLUMN BY G.C. 3.00 SF SIGN PREFINISHED TO MATCH P76U 10 Rx SIGN AT DESIGNATED Rx LANES ONLY 1'-6 1/2" CANOPY SYSTEM BY VENDOR PNEUMATIC TUBE PAINT TO MATCH CANOPY FASCIA 1/2" INSULATED PRECAST WALL PANEL 18"x22"x1/8" STEEL PLATE ATTACHED WITH (8) 1/4"x1 1/4 TAPCON SCREWS TO MASONRY. PROVIDE SEALANT AT THE CONTOUR. PAINT TO MATCH QUIK-BRIK COLOR 1 5/8" 3 / 4 18 GAUGE SHEET CLOSURE ATTACHED WITH (8) 1/4"x1 1/4 TAPCON SCREWS. PROVIDE SEALANT AT THE CLOSURE AND PIPE CONTOUR. FILL WITH BATT INSULATION. PAINT FLASHING TO MATCH QUIK-BRIK REGLET WITH CONTINUOUS WEDGE AND SEALANT 3 4 PAINT FLASHING TO MATCH QUIK-BRIK REGLET WITH CONTINUOUS WEDGE AND SEALANT 2"x1/4" STEEL BAR CONT. WELDED TO PLATE. OFSET 3/4" FROM THE PIPE CONTOUR. PAINT TO MATCH QUIK-BRIK COLOR CONT. SEALANT AND BACKER ROD GALVANIZED ANCHORS WITH NEOPRENE WASHERS AT 6" O.C. 3" 2" 116'-4" 115'-8" INTERIOR EXTERIOR REF 6 A3.0 3 FINISHED GRADE FRONT SIDE 6'0" 6 T Y P T Y P 10 2'0" DETAILED ON CIVIL PACKAGE CONCRETE CURB BASE BY G.C. TYP 6" 1 0 1 0 CANOPY REF MANUFACTURER'S DRAWINGS LANE MARKER. 1 1/2"x1/2" EYE SCREWSMECHANICALLY FASTEN TO STRUCTURE AND SIGN 1'0" CANOPY GENERAL NOTES METAL (FUEL CENTER TYPE) 1. CANOPY FURNISHED BY WALMART, INSTALLED BY CANOPY VENDOR. 2. LIGHT FIXTURES TO BE FURNISHED AND INSTALLED BY VENDOR. 3. ELECTRICAL FOR LIGHTS BY G.C. 4. FOOTINGS TO BE INSTALLED BY G.C. AND DESIGNED BY WALMART STRUCTURAL ENGINEER. 5. FASCIA PREFINISHED TO MATCH P76U BY VENDOR, UNLESS NOTED OTHERWISE. 6. COLUMNS PAINTED P76U BY G.C. 1 0 ATTACH TO CANOPY PURLIN @ 4'-0" O.C. @ ENDS. SIGN FURNISHED AND INSTALLED BY WALMART. 7.38 SF P76U WHITE LETTERS WHITE P76U 8'11" 1 8 1 1/2"8"3"7'-6 1/2"3" 3 5 2 5'-10 1/2" 7.73 SF WHITE VINYL LETTERS BOTTOM OF CANOPY 10 8 14 20 SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AB/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 0 2 0 0 3 5 5 7 P M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 M a nA R C H R V 1 d b a o v t SP3 DRIVE THRU METAL CANOPY Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1" = 10'-0" 1 CANOPY SITE PLAN 1/8" = 1'-0" 2 CANOPY FRONT ELEVATION 1/8" = 1'-0" 3 CANOPY SIDE ELEVATION 4 CANOPY PERSPECTIVE - FRONT 1 1/2" = 1'-0" 12 REAR SIGN ATTACHMENT 1 1/2" = 1'-0" 9 LANE MARKER 1/2" = 1'-0" 13 ORDER ONLINE PICK UP HERE 1/2" = 1'-0" 14 PICKUP & PHARMACY SIGNAGE 1/2" = 1'-0" 15 CLEARANCE 1" = 1'-0" 7 KEEP AISLES CLEAR 1/2" 1'-0" 10 DIRECTIONAL AND PARKING STALL PAVEMENT MARKING - RX 1 1/2" = 1'-0" 6 WALL DETAIL 3/4" = 1'-0" 16 CANOPY Rx CONCRETE BASE SECTIONS 3/4" = 1'-0" 11 CANOPY SIGNAGE LANE MARKER ATTACHMENT Keep Aisles Clear92'-0"3.00 SF27.00 SF Lane & Call #14 Hanging10'-10"7.38 SF7.38 SF Lane & Call #13 Hanging10'-10"7.38 SF7.38 SF Lane & Call #12 Hanging10'-10"7.38 SF7.38 SF Lane & Call #11 Hanging10'-10"7.38 SF7.38 SF Lane & Call #10 Hanging10'-10"7.38 SF7.38 SF Lane & Call #9 Hanging10'-10"7.38 SF7.38 SF Lane & Call #8 Hanging10'-10"7.38 SF7.38 SF Lane & Call #7 Hanging10'-10"7.38 SF7.38 SF Lane & Call #6 Hanging10'-10"7.38 SF7.38 SF Lane & Call #5 Hanging10'-10"7.38 SF7.38 SF Lane & Call #4 Hanging10'-10"7.38 SF7.38 SF Lane & Call #3 Hanging10'-10"7.38 SF7.38 SF Lane & Call #2 Hanging10'-10"7.38 SF7.38 SF Lane & Call #1 Hanging10'-10"7.38 SF7.38 SF Lane Marker #1410'-10"0.25 SF0.25 SF Lane Marker #1310'-10"0.25 SF0.25 SF Lane Marker #1210'-10"0.25 SF0.25 SF Lane Marker #1110'-10"0.25 SF0.25 SF Lane Marker #1010'-10"0.25 SF0.25 SF Lane Marker #910'-10"0.25 SF0.25 SF Lane Marker #810'-10"0.25 SF0.25 SF Lane Marker #710'-10"0.25 SF0.25 SF Lane Marker #610'-10"0.25 SF0.25 SF Lane Marker #510'-10"0.25 SF0.25 SF Lane Marker #410'-10"0.25 SF0.25 SF Lane Marker #310'-10"0.25 SF0.25 SF Lane Marker #210'-10"0.25 SF0.25SF Lane Marker #110'-10"0.25 SF0.25 SF Clearance 11'-8"90'-6"2.35 SF21.15 SF Order Online. Pick up here.41'-6"27.75 SF111.00 SF Pickup & Pharmacy11'-0"15.22 SF15.22 SF SIGNAGE SIGNAGE CANOPY AND DIRECTIONAL QTYSIZEINDIVIDUALAREATOTAL AREA Yes FINISH LEGEND P5ESAFETY YELLOW P76UWALMART BLUE (URETHANE-LIKE) 1" = 1'-0" 8 LANE AND CALL NUMBER HANGING 5 CANOPY PERSPECTIVE - REAR CENTER SIGN ON CANOPY, REF 13 SP3 CENTER SIGN ON CANOPY, REF 15 SP3 ISSUE BLOCK 3ADD109/10/2020 3 1/2" = 1'-0" 17 CANOPY SIGNAGE PHARMACY 3
W 56'-8"48'-2"38'-10"42'-8"60'-0"59'-4" 5-A2.0 6A 2 0 -A2 0 2A 2 0 A5.0 1 A6.0 1 7A 2 0 GC1 ICE MERCHANDISER REF GA2 FOR SCHEDULE ICE FACTORY REF GA2 FOR SCHEDULE 4 A6.3 1.07 REF GA2 REF GA2 REF GA2 6.02 A6 6.03 PNEUMATIC TUBE SYSTEM, REF SPECS, DO NOT OBSTRUCT SKYLIGHTS LP MONITOR REF N1 6.20 4-A2 0 MG005P 500H 612C 600H 600G 600E 602A 600L 161A 159F 178E 178D 178C 178A 178F 178G 178B 993A 995A 2 9 41 3 4 3 20 80 P O 88 1 3 95 3 4 P O 88 20 27'-2 1/2" MO 12'-0 1/2" 4'-9" 3 54 5 20 570'-9 3/4" 32'-7 1/2" PO 2'-0" 45'-0" PO 4'-4" 7'-4" PO 8'-8"10'-8" PO 8'-0" 4'-0" PO 8'-0" 2'-8"PO 3'-4" 2'-1"65'-11 1/2" 4'-11 1/2" PO 4'-4" 32'-9" PO 6'-8" 4'-0" 5 20 9 88 3 / 4 P O 68 1 5 01 1 2 4.21 614A 614D 615B 615E AIR CURTAIN REF MECH 9.10 115D 115C 118C 402A 820A 110B 104C 115A 115B 101A 101B 3-A2 0 8A 2 0 PO 12'-0 1/2"28'-1" 9.10 1.07 MG004 9.10 1.07 MG004 4" 28" 28" CONC UNREINFORCED PAD FOR WATER HEATER 3A 2 1 6A 2 1 5A 2 1 4A 2 1 1-A2.1 2-A2 7-A2 1 500D 500L 500G 502A 801A 122A A5.5 6 151A 711A 948A A A C C D D E E G G H H 2 2 3 3 5 5 6 6 8 8 9 9 3.3 3.6 7.8 8.2 8.4 3.8 B.8 239'-4" 2 20 P O 34 8 600X 83'-5"65'-4 7/8"87'-4" 177'-11 1/2"3'-6" PO 3'-4" 2'-0" PO 6'-0"131'-3 3/4" 5 52 5 74 3 61 0 SP2.0 5 SP2.0 6 4 4 7 7 10 10 B.6 B.6 B B F F J J K K 12 7 8 PO 7'-4"15'-5" 1'-2 7/8" 12 7 8 12 7 / 8 41'-4" 12 7 8 146'-1 3/4"138'-8 1/2" 12 7 8 573'-5 3/4" 42'-0 1/2" 1'-2 3/8" 1'-3 3/8" 12 7 8 CANOPY ABOVE 59'-6 3/8"59'-6"18'-0"16'-0"16'-0"9'-6"48'-2"35'-6"7'-2"8'-10"16'-0"35'-2"59'-4"43'-1056'-8"3/8"44'-0" 1 6 69 3 4 3 31 0 1 / 4 9 35 3 4 94 5 20 38'-10" 1 80 3 3 55 3 / 4 59'-6 3/8"59'-6"59'-6" 9.10 GC1 2 101D 101C 1 1 12 12 1/2" 8 1/2" 8 1/2" 1'-5" REF 16 A9 REF 16 A9 R E F 1 6A 9 REF 16 A9 3/4" REF 16 A9 4'-3 5/8" 5 A6.3 6.20 3'-9" GA1 2 SALES 100 RECEIVING 178 16.05 WATER DISPENSER AND BOTTLE RACK REF GA2 FOR SCHEDULE TYP MG021 WASTE OIL TANK REF G2 MG035 MG020 MG011 501B 501A 134A 11 11 A5.2 1 80 AC1 1 4A 6 0 GA1.1 1 3 PH2.1 43'-10 3/8"44'-0" 1 82 7 / 8 3 20 1 09 43 3 61 0 5 74 5 52 5 60 4 61 0 3 31 0 1 82 7 / 8 3 20 1 50 5 60 4 61 0 3 31 0 30° 4'-0 1/2"4'-0 1/2" 10 20 12'-0" (3) HORTIZONTALLY ORIENTATED DIGITAL DISPLAYS AT 7'-6" AFF TO BOTTOM OF MONITOR. REF FOR ATTACHMENT. LOCATE CENTERED ON ELECTRONICS DESK. ELECTRONICS DESK PROVIDED BY OWNER. CONFIRM FINAL LOCATION WITH STORE SET UP MANAGER (2) HORIZONTALLY ORIENTATED DIGITAL DISPLAYS AT 8'-0 AFF TO BOTTOM OF MONITOR. REF FOR ATTACHMENT. CENTERS EVENLY BEHIND COUNTERS A5.8 A5.8 (5) HORTIZONTALLY ORIENTATED DIGITAL DISPLAYS AT 7'-6" AFF TO BOTTOM OF MONITOR. REF FOR ATTACHMENT. LOCATE CENTERED ON ELECTRONICS DESK. 5 A5.8 4A 5 0 P O 58 7 43 7 8 MC1 1 16 16 16 SHEET NOTES 1. INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD/PRECAST/CMU UNLESS NOTED OTHERWISE 2. THE GROSS LEASABLE AREA: LEASABLE SQUARE FOOTAGE FOR THE FOLLOWING SPACES: FOOD SERVICE TENANT TENANT 800 TENANT 801 VISION CENTER SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 1 2 0 1 1 5 4 8 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 0 M nA R C H R V 2 0 d b e o E 5 Z M R v A1.0 FLOOR PLAN Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1" = 20'-0" 1 FLOOR PLAN KEYNOTE LEGEND 1.07BALER/COMPACTOR 4.2124"X24" EXTERIOR WALL OPENING AT GENERATOR CABLE RACEWAY, BOTTOM AT 8" AFF 6.0224" HIGH PLYWOOD WAINSCOT BEHIND 2X8 WOOD BASE 6.0348" HIGH PLYWOOD WAINSCOT BEHIND 2X8 WOOD BASE 6.20PROVIDE 2X4 CONTINUOUS HORIZONTAL WOOD BLOCKING AT 72" AND 10'-0" AFF INSIDE FULL LENGTH OF WALL 9.10PAINT 4" WIDE FLOOR STRIPES COLOR P5 AT 12" OC, REF N1 FOR SIZE 16.05INSECT CONTROL UNIT. TYPE NOTED ADJACENT TO UNIT. REF N1 FOR LEGEND AND NOTES 191,606 SF 1,497 SF 625 SF 765 SF 1,722 SF ISSUE BLOCK 1REV #105/08/2020 3ADD109/10/2020 4ADD409/18/2020 6CCD#302/22/2021 7CCD#404/01/2021 12CCD#906/07/2021 13CCD#1006/23/2021 16CCD#1308/10/2021
SALES FLOOR NON PERIMETER COLUMNS TYP NON-SALES FLOOR COLUMNS AND SALES FLOOR PERIMETER COLUMNS, UNO 70 E P O X Y P A I N T T O D E C K L A T E X T O D E C K M A T C H W A L L C O L O R P 1 6 2 P 1 3 1 LVT FLOORING 2" 1/8" ALUMINUM TRANSITION FLAT HEAD COUNTERSUNK ANCHORS AT 12" OC LEGEND TILE (CT53) CARPET (C1) EXPOSED CONCRETE (EC) EXPOSED CONCRETE (ECMEASURED GLOSS) EXPOSED CONCRETE (EC-BROOM FINISH) CONCRETE OVERLAYMENT (CO) RUBBER FLOORING (RRF3) PLANK FLOORING (LVT1) SHEET NOTES 1. REF A7 FOR SCHEDULE FINISH KEY 2. REF STRUCTURAL DRAWINGS FOR EXPOSED FLOOR EXACT LOCATION 3. SEAL BASE OF ALL COLUMNS ON LVT PLANK FLOORING WITH BROWN SEALANT 4. INSTALL PREFABRICATED CASH WRAP(S) FOR CHECKOUTS PER STORE PLANNING. CAULK BASE TO FLOOR WHEN LOCATION IS FINALIZED PAINT ALL INTERIOR STRUCTURAL ELEMENTS (INCLUDING ANGLES, GIRTS, JOIST AND GIRDERS) RUNNING PARALLEL AND WITHIN 12" OF PERIMETER WALLS THE SAME COLOR AS THE ADJACENT WALL PAINT ALL INTERIOR STRUCTURAL ELEMENTS (INCLUDING ANGLES, GIRTS, JOIST AND GIRDERS) RUNNING PARALLEL AND WITHIN 12" OF PERIMETER WALLS THE SAME COLOR AS THE ADJACENT WALL REF FOOD SERVICE TENANT DRAWINGS FOR FLOOR FINISH AND TRANSITIONS DO NOT INSTALL CARPET UNDER SINK CABINET FOR GR FINISHES REF GA3 EC REF 2 A6.0 REF 2 A6.0 PS7 EC A1.1 3 A1.1 4 PS7 ABOVE 8'-0" BELOW 8'-0" P209 RRF3 REF 2 A5.0 TRANSITION STRIP REF SPECIFICATIONS REF 2 - A5 0 FOR GR F N SHES REF GA3 REF PHARMACY REF 2 A5.0 REF 2 A5.0 A1.1 2 TYP A1.1 TYP EC-B CO CT A1.1 6 A1.1 7 A1.1 P209 P16 ABOVE 8'-0" BELOW 8'-0" EC-MG EC-B RRF3 EC-MG EC EC EC EC EC EC EC EC EC EC EC EC EC-MG EC-MG EC CT2 EQ EC C1 EC LVT1 A1.1 SIM EC EC PROVIDE 6" STAINED BORDER OF MIDNIGHT BLACK AMERIPOLISH JUSTIFIED TO THE OUTSIDE OF THE SHOWN BOUNDARY, REF SPECS PS7 P209 P209 P209 PS7 P209 P209 P209 P209 P209 P209 CO CO EC EC REF SPECS EXTENT OF EC SHOWN FOR BID PURPOSES ONLY REFER TO FINAL TILE PLAN PROVIDED BY OWNER FOR SPECIFIC DIMENSIONED LOCATION. REF 4 - A5.0 161'-4" 6 78 70 7 71 1 1 71 0 17'-11" 17 1 A5.6A A5.6 31 A5.6 31 OH TRANSITION STRIP 10 A1.1 A5.6 30 A5.6 30 OH TRANSITION STRIP START FIRST COURSE OF TILE AT TRANSITION STRIP A5.6 30 A5.6 31 A5.6 30 10 A1.1 1 A5.6A A5.6 31 OH 9 A1.1 TYP. 3 1/2" X 1/2" ANODIZED ALUMINUM TRANSITION STRIP RENO RAMP AERP-125B90 BY SCHLUTER SYSTEMS FILL WITH GROUT CONCRETE OVERLAYMENT M A X 1 2 WALL BEYOND CONC. SLAB ADHESIVE 2" 3/8" ALUMINUM TRANSITION STRIP FLAT HEAD COUNTER-SUNK ANCHORS AT 12" OC RUBBER FLOORING ALIGN TRANSITION STRIP WITH EDGE OF WALL BEYOND WHERE SHOWN ON PLANS RUBBER FLOORING PLACE EDGE BELOW DOOR CONCRETE SLAB DOOR AND FRAME AS SCHEDULED ADHESIVE 2" x 3/8" ALUMINUM TRANSITION STRIP FLAT HEAD COUNTER-SUNK ANCHORS AT 12" OC TILE CONCRETE OVERLAYMENT. OVERPOUR AND CUT EDGE PRIOR TO TILE INSTALLATION CONCRETE OVERLAYMENT TO TILE EXISTING CONCRETE 1/8" GROUT JOINT G15 1/2" X 1/2" ANODIZED ALUMINUM TRANSITION STRIP RENO RAMP AERP-125B90 BY SCHLUTER SYSTEMS FILL WITH GROUT CONCRETE OVERLAYMENT M A X 1 2 WALL BEYOND CONDITION WHEN TRANSITION LOCATED AT DOOR SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 0 2 1 0 0 7 7 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 0 M nA R C H R V 2 0 d b e o E 5 Z M R v A1.1 FINISH PLAN Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1/4" 1'-0" 2 COLUMN COLORS 1 1 5 TRANSITION STRIP AT LVT FLOORING FINISH LEGEND LVT1DARK WOODGRAIN P16"SOFTWARE" SW #7074 P131"WHITE FLOUR" SW #7102 P162"PEPPERCORN" SW #7674 P209"PASSIVE GRAY" SW #7064 PS7GRAY PATTERN RRF3GRAY 1" = 20'-0" 1 FINISH PLAN 1/4" 1'-0" 3 FRONT TOILET FLOOR FINISH PLAN 1/4" 1'-0" 4 REAR TOILET FLOOR FINISH PLAN 12" = 1'-0" 8 TILE TRANSITION 1 6 TRANSITION
1 1 7 TRANSITION
FLOORING 12" = 1'-0" 9 TRANSITION AT EDGE OF TILE & CONCRETE OVERLAY 12" = 1'-0" 10 TRANSITION AT EXPOSED EDGE OF CONCRETE OVERLAY ISSUE BLOCK 1REV #105/08/2020 3ADD109/10/2020 7CCD#404/01/2021 17CCD#14XX/XX/XXX X
STRIP AT RUBBER FLOORING
STRIP AT RUBBER
A1.3 1 A1.3 3 A1.3 2 A1.3 4 A1.3 A5.5 2 A5.5 PNEUMATIC TUBES LIGHTING REF ELECTRICAL TYP BUSWAY TYP CABLE TRAY TYP 2 GA1 REF 10 PH1.2 A A C C D D E E G G H H 2 2 3 3 5 5 6 6 8 8 9 9 4 4 7 7 10 10 B B F F J J K K 1 1 12 12 11 11 E Q EQUIPMENT LEGEND EMERGENCY LIGHTING EXIT SIGN SKYLIGHT SUPPLY DROP BOX 1. 2. 3. CEILING GRID DIMENSIONS ARE TO FINISH FACE OF WALL FIRE, MECHANICAL, AND ELECTRICAL ITEMS SHOWN ON THE REFLECTED CEILING PLAN ARE FOR COORDINATION PURPOSES ONLY REF FIRE, MECHANICAL, AND ELECTRICAL FOR SYMBOL LEGENDS SHEET NOTES FINISH LEGEND WALK-IN PANEL GYPSUM BOARD OPEN TO STRUCTURE ACT (REF A7 FOR TYPE) SHADE CLOTH SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 2 2 2 0 1 8 1 5 3 P M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 M a nA R C H R V 2 d b a o v t A1.2 REFLECTED CEILING PLAN Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1" = 20'-0" 1 REFLECTED CEILING PLAN ISSUE BLOCK 1REV #105/08/2020
1 20 2 ½ 9 2" 1 11-0 BO BULKHEAD AT 10'-0" AFF 9 8.4 10 B.6 B RX STORAGE 304 10'-0" PHARMACY 300 9'-0" OPTICAL SALES 700 10'-0" EXAM #1 705 8'-0" PRETEST 704 8'-0" CONTACTS 702 8'-0" RECEPTION 708 8'-0" EXAM #2 706 8'-0" VESTIBULE 711 8'-0" EQEQ E Q EQEQ E Q 4'-0" E Q E Q EQEQ EQEQ 40 3'-1 1/4" E Q E Q EQEQ E Q E Q 40 EQEQ 1 3A 5 2 40 E Q E Q EQEQ 7 A1.3 A1.3 A1.3 7 A1.3 1 04 61 0 10'-4" 46 1 2 2 04 PHARMACY TOILET 307 10'-10" 6'-4"8'-3" 8P H 1 34-A5.6 HEADER HEIGHT 9'-0" AFF LIGHT FIXTURE TYP REF ELEC 7 B.6 B AP OFFICE 119 9'-0" RETURN STORAGE 106 10'-0" CUSTOMER SERVICE 105 10'-0" UPC/UPS 153 9'-0" ALCOVE 133 9'-0" MECHANICAL 102 EDC 2 122 COUNTING 108 9'-0" ALCOVE 123 10'-0" ICE MACHINE ALCOVE 132 9'-0" STORE MANAGERS OFFICE 113 9'-0" CASH 107 9'-0" EQEQEQEQEQ EQ 4'-0" EQEQ E Q E Q 1'-0" EQ 33 1 2 EQEQ 23 BO BULKHEAD AT 9'-0" AFF BO BULKHEAD AT 9'-0" AFF EQ COORDINATE FRAMING WITH SUPPLY AND RETURN GRILLES REF MECHANICAL (TYP) LIGHT FIXTURE, TYP REF ELECTRICAL 78 3 4 77 76 3 4 78 5 / 8 5 TENANT 800 10'-0" TENANT 801 10'-0" 4 B FOOD SERVICE TENANT 402 10'-0" EQ 25 1 2 EQEQ 25 1 2 EQEQ 25 1 2 ICE MACHINE ALCOVE 131 12'-6" BO BULKHEAD AT 10'-0" AFF EQ H 8 9 BREAK ROOM 151 10'-0" MARKET MANAGER'S OFFICE 175 9'-0" ALCOVE 162 OPEN TO STRUCTURE ASSISTANT MANAGER 171 9'-0" PERSONNEL 173 9'-0" TRAINING 172 9'-0" CBL 174 9'-0" DIFFUSER TYP REF MECH LIGHT FIXTURE TYP REF ELEC J E Q EQ E Q E Q 2'-5"4'-0" E Q E Q E Q E Q E Q 2'-4 1/2" HEADER AT 7'-0" AFF REF 1-A6.1 2'-0" E Q 2'-6" E Q EQ 20 EQEQ E Q E Q H 7 ALCOVE 163 10'-0" 4'-0" 20 MOTHER'S ROOM 177 9'-0" FINISH LEGEND WALK-IN PANEL GYPSUM BOARD OPEN TO STRUCTURE ACT (REF A7 FOR TYPE) SHADE CLOTH 1. 2. FIRE, MECHANICAL, AND ELECTRICAL ITEMS SHOWN ON THE REFLECTED CEILING PLAN ARE FOR COORDINATION PURPOSES ONLY REF FIRE, MECHANICAL, AND ELECTRICAL FOR SYMBOL LEGENDS SHEET NOTES LAMLITE CEILING BEAMS PERIMETER SOFFIT CEILING GRID 110'-0" AFF BINDING POST SCREW 1/4-20 PAN HEAD BOLT WITH LOCK WASHER U-CHANNEL4" - 1 1/2" ENSURE CEILING PANELS LAY FLAT AT TWIST CLIPS CEILING LINE TWIST CLIP FOR 15/16" CEILING GRID BINDING POST SCREW 1/4-20 PAN HEAD BOLT WITH LOCK WASHER U-CHANNEL LAMLITE CEILING BEAM -89 TYP. 1'0" GLOBE PENDANT LIGHT FIXTURE REF ELECTRICAL SUSPENDED LED LINEAR SLOT LIGHT REF ELECTRICAL 1 46 10 1/2" 110'-0" AFF LAMLITE CEILING BEAMS PERIMETER SOFFIT CEILING GRID BOTH ENDS TYPICAL5 1/2" U-CHANNEL MENDING PLATE U-CHANNEL 1/4-20 PAN HEAD BOLTS TWIST CLIP FOR 15/16" CEILING GRID PLAN ELEVATION GLOBE PENDANT LIGHT FIXTURE REF ELECTRICAL U-CHANNEL SPLICE CONNECTION 46 7 A1.3 SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 2 2 2 0 1 8 1 4 3 P M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 M a nA R C H R V 2 d b a o v t A1.3 ENLARGED REFLECTED CEILING PLANS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 3/16" = 1'-0" 1 PHARMACY & OPTICAL RCP 3/16" = 1'-0" 2 CUSTOMER SERVICE AND FRONT OFFICE RCP 3/16" = 1'-0" 3 TENANTS RCP 3/16" = 1'-0" 5 REAR OFFICE AND BREAK ROOM RCP 3/16" = 1'-0" 4 REAR ALCOVE - MOTHER'S ROOM RCP 1/2" 1'-0" 7 CEILING FEATURE - DIRECT MOUNT 1/2" = 1'-0" 6 CEILING FEATURE - DIRECT MOUNT 1 ISSUE BLOCK 1REV #105/08/2020 6CCD#302/22/2021
5.28 PRECAST COLORS PRECAST COLORS 2.02 42" H 42" H AUTO CENTER FENCE NOT SHOWN FOR CLARITY TYP 2.01 10' H TOP 24'0" 8.02 TYP 7.04 8.02 8.02 TYP 7.04 2.02 TOP 22'8" TOP 21'4" BEYOND 4.21 TYP 8.02 8.01 TOP 22'0" 8 A3.5 TYP 7.01 FF EL 0'0" PC1 TOP 24'0" 2 3 5 6 8 9 8.05 4 7 10 P P 4.04 4.04 4.04 4.04 4.04 4.04 4.04 4.04 4.04 SIM P134E 5.28 1 12 A3.0 TOP 25'4" 5.09 TOP 19'4" 11 TOP 20'0" P135E REF 8 A3.5 4.03 REF 6 A3.5 REF 8 A3.5 TYP PF16 PF16 15 15 15 3 A3.4 4 A3.4 A2.0 10 FF EL 0'0" PRECAST COLORS PRECAST COLORS 2.01 5.27 GARDEN CENTER OUTSIDE RACKS AND FENCE NOT SHOWN FOR CLARITY REF GC1.1 10'-0" H TOP 26'0" TOP 24'0" PC2PC3PC2PC3PC2 8.09 TYP 8.01 TYP 8.01 TYP 7.04 P134E 7.09 TYP 7.01 7.03 8.02 8.02 TOP 25'4" 10'-0" 7.07 TYP PF14 PF14 REF 7 A2.2 8.02 A C D E G H 2 A3.4 A3.4 P135E 7.10 6 A3.4 5 A3.0 B F J K 1 00 4.04 4.04 REF STRUC 4.04 4.04 4.04 4.04 4.04 BEYOND TYP 7.19 REF A4 P134E 4.08 P49E S1 4.16 4.08 P49E TYP P49E P135E P135E 7.04 3.30 PC2 3.30 PC3 F.6 P76 ℄ PF16 P162E A2.0 9 PRECAST COLORS FF EL 0'0" TOP 26'4" 8.31 TYP 8.01 4.09 8.02 7.07 TYP 7.04 PC2PC2 12'-0" PC1 TYP 7.01 TOP 25'4" TOP 24'0" 8.09 PRECAST COLORS A2.1 4 TYP A C D E G H B F J K BEYOND 5'-8"74'-4" REF STRUC PICKUP CANOPY REF SP3 4.04 4.04 4.04 4.04 4.04 4.04 4.04 TYP TYP 7.19 REF A4 P135E PF16 PF16 7.04 6 A3.0 P135E 15 15 SHEET NOTES 1. DOWNSPOUTS ARE INDICATED FOR SIZE, QUANTITY AND APPROXIMATE LOCATION ONLY 2. OVERFLOW DRAIN LEADERS, DOOR HOODS, HOLLOW METAL STEEL DOORS, FRAMES, EXPOSED METAL FLASHING AND EXPOSED MISCELLANEOUS STEEL SHALL MATCH ADJACENT BUILDING COLOR UNO. IF THERE ARE TWO ADJACENT COLORS AT DOORS, USE THE BOTTOM COLOR FOR THE ENTIRE DOOR 3. PARAPET STEPS OCCUR AT CONTROL JOINTS REF STRUCTURAL FOR CONTROL JOINT LOCATIONS. 4. GRIND SPLIT FACE CMU SMOOTH AT ANY BRACKET ATTACHMENTS 5. OVERFLOW DRAIN OPENINGS SHALL NOT BE PLACED IN JAMB AREA ADJACENT TO EDGE OF SCUPPER OPENINGS REF STRUCTURAL FOR WIDTH OF JAMB 6. PAINT TRANSITIONS OCCUR AT BUILDING CONTROL JOINTS, UNO PRECAST COLOR TOP 25'4" FF EL 0'0" 7.04 P134E 7.07 PC2 4.04 J PC2 3.30 PRECAST COLOR PC1 A3.4 8.09 FF EL 0'0" 11.9 A3.0 5 SIM TOS 24'0" 11 4.04 8.01 M O 88 11.01 11.02 7.01 3 A3.0 PC2 3.30 2 A3.0 8.01 11.01 11.02 M O 88 7.01 PC2 P135E 3.30 PRECAST COLORS A3.4 PC1 11.9 TYP 4.04 A3.0 5 OH 11 TOS 24'0" SIM REF A3.5 PRECAST COLOR PC2 TOP 24'0" FF EL 0'0" 7.04 PF16 8.02 CANOPY REF AC SHEETS PC2 P135E 3.30 PROPANE STORAGE 4.04 8.09 BO SIGNAGE 23'0" 1.01 PC2 1.06 A2.1 7 A2.1 A2.1 2 TOP 24'0" 4.09 TOP 26'0" 20 60 40 7.07 7.07 TOP 27'4" 4.04 PRECAST COLORS PRECAST COLORS 8.05 8.02 REF 10 A2.2 3.05 2 3 5 6 8 9 SOFT DRINK VENDING TYP OF 3 4.04 4 7 10 17'-0" REF STRUC 2'-0" TYP S1 REF 8 - A2.2 1.01 4.09 8.02 4.04 TYP 4.04 TYP 4.04 7.07 4.09 1 12 GARDEN CENTER OUTSIDE, SHADE CLOTH SYSTEM, RACKS AND FENCE NOT SHOWN FOR CLARITY. REF GC2 A2.0 11 S1 TYP FCP3 P162E TOP 27'4" TOP 29'4" TOP 29'4" TYP 4.08 P49E 4.16 11 P49E 30'-0" P162E 1.01 REF A2.2 UNO PC2PC5PC3 UNO PC1PC2PC1 PC2PC2 UNO PC3 TOP 26'4" TOP 25'4" REF 8 A3.5 TYP FF EL 0'0" 3.05 30'-0" 3.05 3.05 TOP 30'8" BOS 32'0" PF5 P162E 15 15 1 20'-0" EQEQ 2'-6" HIGH ILLUMINATED SIGN (PREFERRED) REF A2.2 S1 P134E PC1 3.30 1 / 5 O F B L D G H T 4 / 5 O F B L D G H T PC1 3.30 3.11 7.65 TOP 26'4" 38 SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 4 2 0 1 3 5 5 1 P M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 0 M nA R C H R V 2 0 s c a n s S Y N 2 v A2.0 EXTERIOR ELEVATIONS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1" 20'-0" 5 ELEVATION - REAR 1" = 20'-0" 6 ELEVATION - RIGHT 1" = 20'-0" 2 ELEVATION - LEFT COLOR LEGEND FCP3MATCH MEDIUM GRAY P49EDARK GRAY P76"WALMART BLUE" SW #076 P134ELIGHT GRAY P135EMEDIUM GRAY P162EBLACK GRAY PC1MEDIUM GRAY PC2LIGHT GRAY PC3DARK GRAY PF5MATTE BLACK PF14SLATE GRAY PF16SANDSTONE S1GRAY 1" = 20'-0" 7 BREAKROOM SIDE ELEVATION 1" 20'-0" 4 SEASONAL SHOPPE REAR ELEVATION 1/8" = 1'-0" 9 GR DOCK DOOR ELEVATION 1/8" = 1'-0" 10 GM DOCK DOOR ELEVATION KEYNOTE LEGEND 1.01SIGNAGE 1.06FUTURE TENANT SIGNAGE LOCATION IF APPROVED BY AUTHORITIES HAVING JURISDICTION. TENANT SHALL BE RESPONSIBLE FOR ALL TENANT SIGN INSTALLATIONS, PERMIT COSTS, AND SIGN COSTS. REF ELECTRICAL FOR JUNCTION BOX LOCATIONS AND POWER REQUIREMENTS 2.01CHAIN LINK FENCING WITH PLASTIC SCREENING SLATS INSTALLED VERTICALLY (HEIGHT NOTED ADJACENT TO KEYNOTE) 2.02CHAIN LINK FENCING (HEIGHT NOTED ADJACENT TO KEYNOTE) 3.05CONCRETE CURB 3.114" HIGH PRECAST CONCRETE SILL, UNPAINTED UNO 3.30PRECAST STRUCTURAL WALL PANEL, EXPOSED AGGREGATE FINISH 4.03EXPANSION JOINT REF STRUC 4.04CONTROL JOINT, TYP, REF STRUCTURAL 4.08SPLIT FACE CMU 4.09SMOOTH FACE CMU 4.16MANUFACTURED STONE VENEER 4.2124"X24" EXTERIOR WALL OPENING AT GENERATOR CABLE RACEWAY, BOTTOM AT 8" AFF 5.09JIB CRANE HOIST ARM AND RAILING ASSEMBLY 5.27METAL CANOPY DECK 5.28METAL CANOPY DECK AND STRUCTURE, WITH EXPOSED SURFACES PAINTED 7.01SHEET METAL DOOR HOOD PAINTED 7.03METAL GUTTER, PREFINISHED, UNLESS NOTED OTHERWISE 7.04METAL FASCIA COVER 7.07ROOF LINE BEYOND, PREFINISHED 7.09METAL DOWNSPOUT, PREFINISHED, UNLESS NOTED OTHERWISE 7.10EXTERIOR INSULATION AND FINISH SYSTEM 7.19OVERFLOW SCUPPER 7.65DECORATIVE EIFS CORNICE 8.01SECTIONAL OVERHEAD DOOR TYP 8.02HOLLOW METAL DOOR AND FRAME 8.05ALUMINUM STOREFRONT 8.09AUTOMATIC SLIDING ENTRANCE DOORS 8.31 11.01DOCK BUMPERS 11.02DOCK SEAL 1" = 20'-0" 3 AUTO CENTER SIDE ELEVATION 1" 20'-0" 8 AUTO CENTER REAR ELEVATION 1" = 20'-0" 1 ELEVATION - FRONT 1/8" = 1'-0" 11 PICKUP SIGNAGE ELEVATION 15 15 15 15 15 ISSUE BLOCK 3ADD109/10/2020 4ADD409/18/2020 6CCD#302/22/2021 12CCD#906/07/2021 13CCD#1006/23/2021 14CCD#1107/09/2021 15CCD#1207/14/2021
P49E 4.09 1 A3.3 BEYOND 2 A3.3 8.05 TYP OF 4 2 A3.2 3 A3.3 8.05 7.23 P49E 4.09 1 A3.2 P49E 4.09 P134E 5.07 ℄ TOP COURSE ONLY TOP COURS TOP COURSE ONLY REF A2.2 8 7.8 8.2 8.4 PC2 7.07 7 REF STRUC P49E FF EL 0'0" FCP3 S1 1.01 4.16 1.01 REF 9 A2.2 EQEQ 3.11 S1 4.16 P49E 7.65 P134E 7.65 7.65 P134E 7.65 TOM 23'4" 3 A3.3 A3.3 TOP 28'0" TOP 29'4" 3.05 3.05 3.30 3.30 3.30 7.07 4.08 PC2 2 A3.2 P49E 4.09 TOP COURSE ONLY S1 S1 8.05 8.09 7.23 8.09 1 A3.2 PC2 A3.3 3 A3.3 1 A3.3 BEYOND 8.05 TYP OF 4 P49E 4.09 S1 S1 PC2 7.07 P49E S1 3.05 S1 4.09 7.23 TYP OF 4 ℄ SIGNAGE P134E 5.07 P140E 7.65 TOP COURSE ONLY TOP COURSE ONLY REF A2.2 3 3.3 3.6 3.8 REF STRUC 7.67 P134E 1.01 FCP3 P49E 7.65 P134E 7.65 TOP 29'4" TOM 23'4" TOM 12'0" 3.30 3.05 P134E 7.65 15 15 10.37 8.01 10.37 A3.1 4 A3.3 S1 P49E 4.09 P49E S1 P49E 4.09 P134E TOP COURSE ONLY TOP COURSE ONLY A S1 7.65 8" FCP5 7.12 TOM 23'4" 5.07 15 3 A3.1 P134E 7.65 A FCP5 4.08 4.09 P49E P49E TOP COURSE ONLY 3.11 S1 4.16 8.05 8" 7.1215 A3.1 S1 P49E 4.09 P134E 7.65 TOP COURSE ONLY A 3.11 S1 TOM 23'4"FCP5 7.12 15 3 A3.1 4 A3.3 8.01 10.37 8.05 P49E 4.09 S1 P49E 4.09 4'-0" P134E TOP COURSE ONLY TOP COUR A FCP5 S1 3.05 TYP OF 2 8" P49E 4.08 7.65 15 SIM 7 A3.1 6 A3.1 TOP 30'8" 10.02 ℄ EIFS REVEAL 10'-0" 8.02 8.02 7.07 50 FF EL 0'0" 4.04 8.02 A3.1 P135E 7.10 5 6 EIFS REVEAL 10'-0" 8.02 A3.5 A3.5 4.04 7 A3.1 REF A2.2 P135E PC1 PC1 P134E FCP3 P135E P135E 3.11 E F S R E V E A L 48 86'-0" SP2.1 14 4.03 REF A3.5 REF 8 A3.5 TYP A3.1 4.16 S1 3.30 7.18 3.30 TYP 3.05 WALMART SIGN, EQ20'-0"EQ EQEQ P134E 7.65 7.65 P134E 7.65 P134E 15 15 7.10 P76U SHEET NOTES 1. DOWNSPOUTS ARE INDICATED FOR SIZE, QUANTITY AND APPROXIMATE LOCATION ONLY 2. OVERFLOW DRAIN LEADERS, DOOR HOODS, HOLLOW METAL STEEL DOORS, FRAMES, EXPOSED METAL FLASHING, AND EXPOSED MISCELLANEOUS STEEL SHALL MATCH ADJACENT BUILDING COLOR UNO. IF THERE ARE TWO ADJACENT COLORS AT DOORS, USE THE BOTTOM COLOR FOR THE ENTIRE DOOR 3. PARAPET STEPS OCCUR AT CONTROL JOINTS. REF STRUCTURAL FOR CONTROL JOINT LOCATIONS 4. GRIND SPLIT FACE CMU SMOOTH AT ANY BRACKET ATTACHMENTS 5. OVERFLOW DRAIN OPENINGS SHALL NOT BE PLACED IN JAMB AREA ADJACENT TO EDGE OF SCUPPER OPENINGS REF STRUCTURAL FOR WIDTH OF JAMB 6. PAINT TRANSITIONS OCCUR AT BUILDING CONTROL JOINTS, UNO SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 4 2 0 1 3 5 6 4 P M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 0 M nA R C H R V 2 0 s c a n s S Y N 2 v A2.1 ENLARGED EXTERIOR ELEVATIONS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1" = 10'-0" 1 GM VESTIBULE ELEVATION 1" = 10'-0" 2 GR VESTIBULE ELEVATION 1" = 10'-0" 3 GM VESTIBULE SIDE ELEVATION 1" = 10'-0" 6 GM VESTIBULE SIDE ELEVATION 1" = 10'-0" 5 GR VESTIBULE SIDE ELEVATION 1" = 10'-0" 4 GR VESTIBULE SIDE ELEVATION 1" = 10'-0" 7 ENLARGED BRAND WALL COLOR LEGEND FCP3MATCH MEDIUM GRAY FCP5MATCH DARK GRAY P49EDARK GRAY P76UWALMART BLUE (URETHANE-LIKE) P134ELIGHT GRAY P135EMEDIUM GRAY P140EWHITE PC1MEDIUM GRAY PC2LIGHT GRAY S1GRAY KEYNOTE LEGEND 1.01SIGNAGE 3.05CONCRETE CURB 3.114" HIGH PRECAST CONCRETE SILL, UNPAINTED UNO 3.30PRECAST STRUCTURAL WALL PANEL, EXPOSED AGGREGATE FINISH 4.03EXPANSION JOINT REF STRUC 4.04CONTROL JOINT, TYP, REF STRUCTURAL 4.08SPLIT FACE CMU 4.09SMOOTH FACE CMU 4.16MANUFACTURED STONE VENEER 5.07TUBE STEEL 7.07ROOF LINE BEYOND, PREFINISHED 7.10EXTERIOR INSULATION AND FINISH SYSTEM 7.12FIBER CEMENT LAP SIDING 7.18 7.23ALUMINUM BRAKE FORMED CLADDING 7.65DECORATIVE EIFS CORNICE 7.67 8.01SECTIONAL OVERHEAD DOOR TYP 8.02HOLLOW METAL DOOR AND FRAME 8.05ALUMINUM STOREFRONT 8.09AUTOMATIC SLIDING ENTRANCE DOORS 10.02LOCKABLE FLAGPOLE CLEAT 10.373 1/2"X3 1/2" HIGH IMPACT HEAVY DUTY EPDM CORNER GUARD, HOLD 2" AFF 8 EXISTING DEVELOPMENT MONUMENT SIGN NTS 14'x 4' BACK-LIT (LEXON) 14'x2' BACK-LIT (LEXON) MONUMENT SIGN PROVIDED BY OTHERS (ETR) ISSUE BLOCK 1REV #105/08/2020 3ADD109/10/2020 6CCD#302/22/2021 12CCD#906/07/2021 14CCD#1107/09/2021 15CCD#1207/14/2021
30.41 SF 128.22 SF INTERNALLY ILLUMINATED 1 20 14 25 10'-8" 12'7" XXXX 10 ADDRESS SIGNAGE NOTE: SQUARE FOOTAGE NOT INCLUDED IN BUILDING SIGNAGE SCHEDULE 15 A2.2 13 A2.2 27.66 SF 11'3/4" 26 94.90 S.F. 13 A2.2 26 27'-11 1/8" 34 5 8 15 A2.2 38.65 SF 15'5 1/2" 26 15 A2.2 16.25 SF 10'10" 16 HILTI HLC-H 16X140/90 SLEEVE ANCHOR PROVIDED BY WALMART AT EACH SIGN CONNECTION POINT 3/4" SCHEDULE 40 PVC SPACER TO PREVENT COMPRESSION OF EIFS PIPE FLASHING IS REQUIRED FOR INSTALLATION ABOVE ROOF ONLY REF ELECTRICAL FOR JUNCTION BOX AND CONDUIT INSTALLATION REQUIREMENTS THROUGH WALL PROTECTION TUBE FURNISHED BY WALMART INSTALLED BY SIGN CONTRACTOR INSTALL PER MFR RECOMMENDATIONS 1" NEOPRENE/SS BONDED WASHER IN BED OF CONTINUOUS MULTICOMPONENT SEALANT SIGN CAN WITH .080 ALUMINUM BACKING BY WALMART DRILL HOLE AND FEED WHIP THROUGH PARAPET BY SIGN CONTRACTOR, TYP FULL BED OF MULTI-COMPONENT SEALANT AT PERIMETER OF CONDUIT HILTI HLC-H 16X140/90 SLEEVE ANCHOR PROVIDED BY WALMART AT EACH SIGN CONNECTION POINT INSTALLED BY SIGN CONTRACTOR LOCATE CONDUIT PENETRATION 4'-0" MAX FROM POWER SUPPLY. PROVIDE ONLY ONE ROOF PENETRATION FOR ALL WHIPS. LOCATE IMPACT ANCHORS AND WIRING/CONDUIT PENTRATIONS PER SIGN ATTACHMENT TEMPLATE PROVIDED BY OWNER ROOFING SYSTEM SEALANT ALL AROUND 3/4" LIQUID TIGHT FLEXIBLE METAL CONDUIT PRE MOLDED PIPE FLASHING. ATTACH PER ROOFING MFR RECOMMENDATIONS WATERPROOFING MEMBRANE SEALANT AT LOW VOLTAGE WIRE PENETRATIONS SIGNAGE CONDUIT FLASHING AT LOW VOLTAGE WIRE PENETRATIONS. PROVIDED BY WALMART INSTALLED BY SIGN CONTRACTOR. REF INSTALLATION INSTRUCTIONS. REMOTE POWER SUPPLY ENCLOSURE SEALANT AT PERIMETER AND ANCHORS OF REMOTE POWER SUPPLY ENCLOSURE P R E F E R R E D M O U N T N G H E G H T 3 T O 4 A B O V E R O O F S U R F A C E 10 M N 10 M N T O T O P O F P A R A P E T REFER TO SIGNAGE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS EIFS PLYWOOD SHEATHING REF BLDG EL BO SIGNAGE FRAMING MEMBRANE PATCH OVER FASTENER CONNECTION (2) LAYERS OF MEMBRANE UNDER NUT AND WASHER AUTO CARE SIGNAGE Auto Care TOTAL AUTO CENTER SIGNAGE TOTAL BUILDING SIGNAGE 1WHITE SF SF SF SF 38.65 51.01 38.65 454.84 BUILDING SIGNAGE SCHEDULE FRONT SIGNAGE Walmart Market Home & Pharmacy Outdoor QTYCOLORINDIVIDUAL AREA TOTAL AREA 1 1 1 1 WHITE WHITE WHITE WHITE SF SF SF SF SF SF SF SF 27.66 94.90 31.88 27.66 94.90 31.38 (spark)1YELLOW Auto Care w/ Arrow 1WHITE SF SF16.25 16.25 Pickup w/ Arrow1WHITE SF SF40.88 40.88 Vision Center1WHITE SF SF8.47 8.47 Recycle 1WHITE SF SF5.99 5.99 SIZE 1'-0" 1'-0" 1'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-5" TOTAL FRONT SIGNAGE SF 403.83 2'-6" 12'-0" SF SF 30.4130.41 128.22 128.22 Pharmacy Drive - Thru w/ Arrow 1WHITE SF SF19.17 19.17 1'-0" Auto Care Numerals SF 3WHITE SF12.36 4.12 1'-0" PLASTIC MOUNT FOR ALL-THREAD STUD TYP INSTALL 1/8" DIA ALL-THREAD STUDS INTO PLASTIC MOUNTS PRIOR TO SIGN INSTALLATION 3/8" DIA HOLE FILLED WITH ADHESIVE SEALANT, COAT ALL-THREAD STUD WITH ADHESIVE SEALANT PRIOR TO WALL ATTACHMENT TYP PLASTIC NON-ILLUMINATED CHANNEL LETTER BY OWNER V A R I E S MOUNTING HOLE PATTERNS FOR NONILLUMINATED SIGN INSTALLATION PROVIDED BY OWNER "ADHESIVE SEALANT" IS TO BE PRODUCT LN-950 BY LIQUID NAILS OR SIMILAR POLYURETHANE CONSTRUCTION ADHESIVE, MEETING ASTM D3498 AND C557 STANDARDS, EXTERIOR APPLICATION, WEATHER RESISTANT, LOW VOC, WITH A MINIMUM SHEAR STRENGTH OF 250 PSI CMU REF BLDG ELEV FOR CMU TYPE BY BUILDING CONTRACTOR PLASTIC NON-ILLUMINATED CHANNEL LETTER INSTALL 1/8" DIA ALL-THREAD STUDS INTO PLASTIC MOUNTS PRIOR TO SIGN INSTALLATION, TYP 3/8" DIA HOLE FILLED WITH ADHESIVE SEALANT. COAT ALL-THREAD STUD WITH ADHESIVE SEALANT PRIOR TO WALL ATTACHMENT, TYP MOUNTING HOLE PATTERNS FOR NON-ILLUMINATED SIGN INSTALLATION PLASTIC MOUNT FOR ALL-THREAD STUD, TYP INSULATED PRECAST PANEL "ADHESIVE SEALANT" IS TO BE PRODUCT LN-950 BY LIQUID NAILS OR SIMILAR POLYURETHANE CONSTRUCTION ADHESIVE, MEETING ASTM D3498 AND C557 STANDARDS, EXTERIOR APPLICATION, WEATHER RESISTANT, LOW VOC, WITH A MINIMUM SHEAR STRENGTH OF 250 PSI REFER TO SIGNAGE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. V A R E S 20 1'-10" 10 4" MIN 3 M N M N M U M E M B E D M E N T FIELD COLOR-PMS 285C TENSION WIRE WITH FLUORESCENT COLORED FLAGGING AT 24" OC METAL OR TREATED WOOD STAKE SET INTO EARTH TO ACHIEVE SIGN STABILITY ENSURE AT LEAST TWO PASSES OF BOLT ROPE THROUGH BANNER GROMMET TO ACHIEVE MAXIMUM TENSION SIDE VIEW 1/4" = 1'-0" 4'x8' SCREENPRINTED VINYL COATED FABRIC BANNER PROVIDED BY WALMART REALTY 6' MIN STEEL "TEE" POST OR 4"x4" TREATED WOOD POST GRADE/GROUNDLINE INSTALL QUICKCRETE POST BASE WHERE SOIL CONDITIONS REQUIRE NYLON BOLT ROPE THREADED THROUGH TOP AND BOTTOM OF BANNER EDGE SECURE TO "TEE" POST WITH TAUTLINE HITCH OR SIMILAR TO INSURE TENSION OF BANNER 45° TYP SHEET NOTES 1. REFERENCE ONLINE GROCERY PICKUP CANOPY SHEET(S) FOR ADDITIONAL EXTERIOR SIGNAGE ASSOCIATED WITH ONLINE GROCERY PICKUP CANOPY. NOTE: PIPE FLASHING IS REQUIRED FOR INSTALLATION ABOVE ROOF ONLY REF ELECTRICAL FOR JUNCTION BOX AND CONDUIT INSTALLATION REQUIREMENTS SIGNAGE CONDUIT FLASHING AT LOW VOLTAGE WIRE PENETRATIONS. PROVIDED BY WALMART INSTALLED BY SIGN CONTRACTOR. REF INSTALLATION INSTRUCTIONS SEALANT AT LOW VOLTAGE WIRE PENETRATIONS LOW VOLTAGE WIRE FULL BED OF MULTI-COMPONENT SEALANT AT PERIMETER OF CONDUIT DRILL HOLE AND FEED WHIP THROUGH WALL 1" O.D. NEOPRENE SS BONDED WASHER AND NUT PROVIDED BY WALMART IN BED OF CONTINUOUS MULTI-COMPONENT SEALANT 3/4" SCHEDULE 40 PVC SPACER TO PREVENT COMPRESSION OF WALL PANEL 1 / 4 1/4" INSULATED PRECAST PANEL WATERPROOFING MEMBRANE BY ROOFING INSTALLER SEALANT AT PERIMETER AND ANCHORS OF REMOTE POWER SUPPLY ENCLOSURE THROUGH WALL PROTECTION TUBE FURNISHED BY WALMART INSTALLED BY SIGN CONTRACTOR INSTALL PER MFR RECOMMENDATIONS FULL BED OF MULTI-COMPONENT SEALANT AT PERIMETER OF SPACER SIGN CAN WITH .080 ALUMINUM BACKING BY WALMART HILTI HLC-H 16X140/90 SLEEVE ANCHOR PROVIDED BY WALMART AT EACH SIGN CONNECTION POINT INSTALLED NOTE: IF ROOF STRUCTURE CONFLICTS WITH PRIMARY AND SECONDARY SIGN ATTACHMENT LOCATIONS, USE 1/2" DIAMETER THREADED ROD PROVIDED BY WALMART SET IN EPOXY ADHESIVE WITH 2" MIN EMBEDMENT INTO PRECAST. NOTE: LOCATE CONDUIT PENETRATION 4'-0" MAX FROM POWER SUPPLY ENCLOSURE. PROVIDE ONLY ONE ROOF PENETRATION FOR ALL WHIPS. NOTE: LOCATE ALL-THREADS PER SIGN ATTACHMENT TEMPLATE WALL PANEL SYSTEM WALL PANEL SUPPORT CHANNELS ROOF SYSTEM TO JUNCTION BOX REF ELECTRICAL BY BUILDING GENERAL CONTRACTOR REMOTE POWER SUPPLY ENCLOSURE WEATHER BARRIER ON PRECAST BY BUILDING GENERAL CONTRACTOR SEALANT AT PERIMETER AND ANCHORS OF REMOTE POWER SUPPLY ENCLOSURE 12'-2 1/2" 40.88 SF 34 1 4 26 1'1/2" INTERNALLY ILLUMINATED 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. NOTE: ALL SIGN PENETRATIONS ABOVE ROOF LEVEL MUST BE A CLEAR MINIMUM OF 8" ABOVE DECK 12 A2.2 15 A2.2 WHITE PLASTIC LETTERS 8.47 SF 8'-2 3/4" 10 10 3 / 8 15 A2.2 31.88 SF 26 12'9" 5.99 SF 4'-5 5/8" 14 1 / 1 6 10 14 A2.2 METAL STUD FRAMING REF STRUCTURAL PLASTIC NON-ILLUMINATED CHANNEL LETTER PLASTIC MOUNT FOR ALL-THREAD STUD, TYP INSTALL 1/8" DIA ALL-THREAD STUDS INTO PLASTIC MOUNTS, TYP 3/8" DIA HOLE FILLED WITH ADHESIVE SEALANT, TYP MOUNTING HOLE PATTERNS FOR NON-ILLUMINATED SIGN INSTALLATION "ADHESIVE SEALANT" IS TO BE PRODUCT LN-950 BY LIQUID NAILS OR SIMILAR POLYURETHANE CONSTRUCTION ADHESIVE, MEETING ASTM D3498 AND C557 STANDARDS, EXTERIOR APPLICATION, WEATHER RESISTANT, LOW VOC, WITH A MINIMUM SHEAR STRENGTH OF 250 PSI V A R E S REFER TO SIGNAGE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS FIBER CEMENT SIDING WEATHER BARRIER 3/4" EXTERIOR PLYWOOD ON METAL STUD 26 2'-6" 4.12 SF (TYP) 12 A2.2 19.17 SF 28 10 8 10 5 1/2" 7'2 1/4" 6'2" SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 9 0 2 8 8 1 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 0 M nA R C H R V 2 0 s c a n s S Y N 2 v A2.2 SIGNAGE Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1/4" = 1'-0" 1 WALMART ID SIGN 1/4" = 1'-0" 10 1'-0" ADDRESS SIGNAGE 1/4" = 1'-0" 3 2'-6" MARKET SIGN 1/4" = 1'-0" 4 2'-6" HOME & PHARMACY 1/4" = 1'-0" 7 2'-6" AUTO CARE 1/4" = 1'-0" 6 1'-6" AUTOCARE W/ ARROW 1" 1'-0" 11 EIFS SIGN ATTACHMENT (ILLUMINATED) 1/2" 1'-0" 14 SPLIT CMU SIGN ATTACHMENT 1 1/2" = 1'-0" 15 PRE-CAST PANEL SIGN ATTACHMENT 1/2" = 1'-0" 16 "COMING SOON" SIGN 1 1/2" = 1'-0" 12 PRE-CAST PANEL SIGN ATTACHMENT (ILLUMINATED) 1/4" = 1'-0" 2 2'-6" PICKUP WITH ARROW 1/2" 1'-0" 8 1'-0" VISION CENTER 1/4" = 1'-0" 5 2'-6" OUTDOOR 1/2" = 1'-0" 9 1'-0" RECYCLE 1 1/2" = 1'-0" 13 FIBER CEMENT SIGN ATTACHMENT NOT USED 2A 1/4" = 1'-0" 17 AUTOMOTIVE NUMERALS 1/4" = 1'-0" 18 1'-0" STACKED PHARMACY DRIVE THRU 14 14 14 14 14 ISSUE BLOCK 6CCD#302/22/2021 12CCD#906/07/2021 14CCD#1107/09/2021
SHEET NOTES 1. REF STRUC FOR ORIENTATION AND MEMBER TYPE 2. REF STRUC FOR GIRT LOCATIONS WATERPROOFING MEMBRANE ROOFING SYSTEM SECTIONAL OVERHEAD DOOR TRACK AND ASSEMBLY CONCRETE SLAB REF STRUC DOCK BUMPERS FOUNDATION REF STRUC CONCRETE FLOOR SLAB EDGE LEVELER REF STRUC FOR CONCRETE BLOCK-OUT AND STEEL FRAME SECTIONAL OVERHEAD DOOR GM RECEIVING TRUCK LIGHTS MOUNTED BETWEEN DOORS. REF ELECTRICAL FOR SPECIFIC MOUNTING HEIGHT AND LOCATION. REF 6-A3.5 FOR MOUNTING DETAIL DOCK SEAL BEYOND STEEL ANGLE BEYOND REF STRUC JBE MAINTAIN 2" OF CLEARANCE AT ALL JOIST GIRDERS EXTERIOR WALL BEYOND BOM 8'8" A4.1 12 A8.1 2 1 A8.1 4" TOP 25' - 4" 7 1'-2 3/8" A4.1 7 8 1/2" INSULATED PRECAST WALL PANEL VAPOR BARR ER SYSTEM RIGID INSULATION (R10 MIN) OH A3.5 10 CL OF REVEAL 12'0" CL OF REVEAL 10'8" CL OF REVEAL 20'0" CL OF REVEAL 21'4" REVEAL TYP FF EL 0'0" CONCRETE SLAB REF STRUC DOCK BUMPERS FOUNDATION REF STRUC WATERPROOFING MEMBRANE ROOFING SYSTEM SECTIONAL OVERHEAD DOOR TRACK AND ASSEMBLY DOCK LEVELER PIT REF STRUC FOR CONCRETE BLOCK-OUT AND STEEL FRAME SECTIONAL OVERHEAD DOOR GR
TRUCK LIGHTS MOUNTED BETWEEN DOORS. REF ELECTRICAL FOR SPECIFIC MOUNTING HEIGHT AND LOCATION REF 6-A3.5 FOR MOUNTING DETAIL DOCK SEAL BEYOND CONCRETE FLOOR SLAB STEEL ANGLE BEYOND MAINTAIN 2" OF CLEARANCE AT ALL JOIST GIRDERS 1 A8.1 A8.1 2 A4.1 12 REF STRUC JBE 4" FF EL 0'0" TOP 25'4" 4 1'-3 3/8" 8 1/2" INSULATED PRECAST PANEL 108' 8" BO PANEL A3.5 9 A4.1 7 OH OH OH VAPOR BARRIER SYSTEM R G D NSULAT ON R10 M N 2'-0" 6 7/8" CL OF REVEAL 10'8" CL OF REVEAL 12' - 0" CL OF REVEAL 20'0" CL OF REVEAL 21'4" REVEAL TYP STEEL BEAM, REF STRUC STEEL JOIST AT SIM CONDITION STEEL JOIST REF STRUC BRACING REF STRUC METAL STUD FRAMING REF STRUC ROOFING SYSTEM 1 1/2" WATER DRAINAGE EIFS ON 1/2" EXTERIOR GRADE PLYWOOD SHEATHING A4.1 7 A4.1 12 WATERPROOFING MEMBRANE 11.9 P131 P131 5/8" EXTERIOR GRADE PLYWOOD BOS 15'4" A3.0 7 1'-0 7/8" STEEL BEAM REF STRUC METAL STUD FRAMING REF STRUC STEEL ANGLE REF STRUC 1/2" EXTERIOR GRADE PLYWOOD SHEATHING CONTINUOUS 24 GAUGE SHEET METAL CLOSURE ATTACH TO STEEL ANGLE WITH #12 3/4" TEK SCREWS AT 6" OC 3/4" JOINT WITH BACKER ROD AND SEALANT MODIFY JOINT AS REQUIRED BY EIFS MFR FOR WATER DRAINAGE EIFS METAL FLASHING WITH HEMMED DRIP EDGEPAINT TO MATCH EIFS BRACING REF STRUC 1 1/2" WATER DRAINAGE EIFS PF13 PF14 11.9 CONTINUOUS 24 GAUGE SHEET METAL CLOSURE ATTACH TO ROOF DECK WITH #10 x 3/4" TEK SCREWS AT 6" OC AND TO STEEL BEAM WITH #12 x 3/4" TEK SCREWS AT 6" OC WIDTH AS REQD TOCOVER FIRST ROOF DECK FLUTE PF13 11.9 12 2" RIGID INSULATION (R10 MIN) STEEL JOIST, REF STRUC WATERPROOFING MEMBRANE A4.1 7 A4.1 17 A4.1 11 81/2 INSULATED PRECAST WALL PANEL CL OF REVEAL 10'8" CL OF REVEAL 12'0" BO OPENING 18'8" TO OPENING 19'4" REVEAL TYP REF BLDG EL TOP FOUNDATION REF STRUC CONCRETE FLOOR SLAB, REF STRUC VAPOR BARRIER 2'0" OH CL OF REVEAL 20'0" CL OF REVEAL 21'4" 1/2" CONT PMEJ AND SEALANT AT CONCRETE PAVING, TYP FELT JOINT CONT, REF STRUC, TYP FF EL 0'0" 1 FOUNDATION REF STRUC VAPOR BARRIER SYSTEM CONCRETE FLOOR SLAB, REF STRUC ROOFING SYSTEM WATERPROOFING MEMBRANE STEEL JOIST REF STRUC CL OF REVEAL 10'8" CL OF REVEAL 12'0" CL OF REVEAL 20'0" CL OF REVEAL 21'4" REF BLDG EL TOP A4.1 7 A4.1 12 OH 8 1/2" INSULATED PRECAST WALL PANEL 2'0" 2" RIGID INSULATION (R10 MIN) 1/2" CONT PMEJ AND SEALANT AT CONCRETE PAVING, TYP FELT JOINT CONT, REF STRUC, TYP FF EL 0'0" A4.1 11 ROOF NG SYSTEM 18 GAUGE SHEET META CLOSURE BOTH S DES OF OPEN NG - ATTACH W TH 1 4 1 1 4 TAPCON SCREWS - SEALANT BOTH S DES - F LL W TH BATT NSULAT ON OPEN NG FOR PNEUMAT C TUBE REF PLAN STEEL JO ST REF STRUC BOP 15'11" TOP 15'3" PNEUMAT C TUBES 1 8 1 NSULATED PRECAST PANEL NTER OR EXTER OR OH SP3 6 OH 4 SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 8 2 0 0 8 2 6 0 A M C U h D 0 8 3 1 Y A P H A N K N Y 9 0 M a nA R C H R V 1 8 a e a h r 8 T S T v A3.0 EXTERIOR WALL SECTIONS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 3/4" = 1'-0" 2 EDGE LEVELER WALL SECTION 3/4" 1'-0" 3 DOCK LEVELER WALL SECTION 3/4" 1'-0" 5 FASCIA SECTION 3" = 1'-0" 7 FLASHING AND CLOSURE DETAIL 3/4" = 1'-0" 4 TYPICAL WALL SECTION W/ SCUPPER 3/4" = 1'-0" 1 TYPICAL PRECAST WALL SECTION 3/4" 1'-0" 6 PNEUMATIC TUBE PENETRATION AT PICKUP CANOPY ISSUE BLOCK 3ADD109/10/2020 4ADD409/18/2020
RECEIVING
EIFS 3 4 3/4" 3/4" BACKER ROD AND SEALANT PROVIDE WEEPS PER MFR RECOMMENDATION, REF SPECS METAL FLASHING WITH HEMMED DRIP EDGE PAINT TO MATCH EIFS SEAL EDGE OF FLASHING TO WALL MODIFY DETAIL AS REQD BY EIFS MFR 3 4 4 JOIST GIRDER REF STRUC VESTIBULE CONCRETE FLOOR SLAB, REF STRUC 8" SPLIT FACE CMU STEEL JOIST REF STRUC ALUMINUM STOREFRONT REF STRUC JBE BOS 15'4" 8" SMOOTH FACE CMU 3.8 A8.2 8 MASONRY FILL INSULATION TO ROOF DECK MANUFACTURED STONE VENEER 40 BOTTOM OF SILL PRECAST WATER TABLE A4.2 11 TOM 23'4" A3.1 10 8" SMOOTH FACE CMU TOP COURSE ONLY A3.1 VAPOR BARRIER SYSTEM R G D NSU AT ON R10 M N CONC. SIDEWALK (SLOPE AWAY FROM BLDG) CONCRETE FOOTING (REF STRUCT) 2'-0" CONCRETE CURB REF DETAIL REF 9 SP2.1 FF EL 0'0" SIM. METAL FLASHING 3.8 3.3 ROOFING SYSTEM ROOF DRAIN ROOFING SYSTEM ALUMINUM STOREFRONT 16 STELL JOISTS REF STRUC CART STORAGE VESTIBULE CONT STEEL ANGLE REF STRUC 5/8" GYPSUM BOARD VERTICLIP AT EACH STUD REF STRUC METAL STUD HEADER BATT NSU AT ON AND VAPOR BARR ER REF SPECS REF 5 A6.2 A4.1 20 A4.2 11 BOS 7'1/2" A3.1 9 BEYOND WEATHER BARRIER ON 3/4" EXTERIOR PLYWOOD ON METAL STUD 11 1/4" A3.1 10 7.8 8.4 FIBER CEMENT SIDING FLASHING (MIN 1/4" FROM PANEL EDGE TO FLASHING FOR DRAINAGE STARTER TRACK AIR BARRIER MANUFACTURED STONE VENNER ON 8" CMU SMOOTH FACE POLYMER MODIFIED ADHESIVE MORTAR SLOPE OF SILL TO START AT FACE OF CMU 3"1/2" 1" PRECAST CONCRETE SILL WITH DRIP EDGE, #4x6" DOWELS INSERTED IN EPOXY ADHESIVE WITH 2" EMBEDMENT INTO SILL SET DOWELS PRIOR TO INSTALLING INTO GROUTED CELL PROVIDE 2 DOWELS PER SILL 3 5 8 7/8" HAT CHANNEL,16"O.C.,18GA AT SIM CONDITION STARTER STRIP 1/2" MAX 8 1/2" INSULATED PRECAST WALL PANEL 60 DEGREE DRAFT B 8 68 40 ℄ 1 1/2" EIFS BOTTOM OF SILL MANUFACTURED STONE VENEER CONCRETE SIDEWALK CONCRETE FLOOR SLAB, REF STRUC REF TO PLANS FOR PARTITION TYPE FIBER CEMENT SIDING 1/2" CONT PMEJ AND SEALANT AT CONCRETE PAVING, TYP FELT JOINT CONT, REF STRUC, TYP SIGNAGE REF ELEVATIONS A4.2 5 SIM A2.2 11 A4.1 12 STEEL JOISTS, REF STRUC 8 1/2" INSULATED PRECAST WALL PANEL A3.1 4 VAPOR BARRIER SYSTEM R G D NSULAT ON R10 M N 2'-0" CONCRETE CURB REF DETAIL REF 9 SP2.1 32'-0" TOS 30'-8" TOS 13'-10 BO SIGNAGE 14 56 14 26 1 31 0 CORNICE BEYOND REFER TO STRUCTRUAL MANUFACTURED STONE VENNER ON 8" CMU SMOOTH FACE POLYMER MODIFIED ADHESIVE MORTAR SLOPE OF SILL TO START AT FACE OF CMU 3"1/2" 1" PRECAST CONCRETE SILL WITH DRIP EDGE, #4x6" DOWELS INSERTED IN EPOXY ADHESIVE WITH 2" EMBEDMENT INTO SILL SET DOWELS PRIOR TO INSTALLING INTO GROUTED CELL PROVIDE 2 DOWELS PER SILL GROUT SOLID, DELAY GROUTING UNTIL PLACEMENT OF SILL 1/2" 3 5 8 4 3 3 / 8 LEAVE APPROPRIATE GAP AND CAULK HARDIE TRIM BOARD WEATHER BARRIER ON 3/4" PLYWOOD ON METAL STUD WEATHER BARRIER ON 3/4" PLYWOOD ON METAL STUD FIBER CEMENT SIDING STARTER STRIP FIBER CEMENT SIDING 4" NICKLE- BRONZE DOWNSPOUT NOZZLE 4" BIRD SCREEN 1/2" GAP DO NOT CAULK 7.25" X7.25" HARDIETRIM 5/4 BOARD AROUND THE POINT OF PENETRATION. CUT THE BLOCK IN TWO PIECES (COLOR TO MATCH SIDING) MIN.22.5 DEGREE WEATHER CUT CUT TRIM BLOCK INTO TWO PIECES TO RETRO-FIT AROUND EXISTING VENT STARTER STRIP DO NOT CAULK 1/4"GAP SHEATHING FLASHING 7 2 5 2X4 WOOD BLOCKING 2X4 WOOD BLOCKING 3/4" JOINT WITH BACKER ROD AND SEALANT. PROVIDE WEEPS PER MFR RECOMMENDATIONS, REF SPECS COUNTERFLASHING, 4" END LAPS WITH CONTINUOUS SEALANT AT LAPS FACE FASTENER VAPOR BARRIER FIBER CEMENT SIDING EIFS INSULATION SYSTEM EXTERIOR WALL REF ELEVATIONS AND WALL SECTIONS STARTER STRIP 7/8" HAT CHANNEL (SIM CONDITION) 1/2"1 1/2" WEATHER BARRIER ON 3/4" EXTERIOR PLYWOOD ON METAL STUD FIBER CEMENT SIDING METAL FLASHING ALUMINUM FRAME RECEPTOR AT HEAD ONLY GLAZING SEALANT BOTH SIDES 1/4" SHIM MEP-GM JBE 115' 4" SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 0 2 0 1 8 2 8 4 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 0 M nA R C H R V 2 0 s c a n s S Y N 2 v A3.1 EXTERIOR WALL SECTIONS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 6" = 1'-0" 7 TYPICAL EIFS REVEAL 3" = 1'-0" 6 MATERIAL TRANSITION SECTION 3/4" = 1'-0" 2 WALL SECTION 3/4" = 1'-0" 3 CART STORAGE SECTION CORNICE/DRAIN 3" = 1'-0" 4 PRECAST SILL 3/4" = 1'-0" 1 WALL SECTION AT MAIN WALMART SIGN 3" = 1'-0" 5 PRECAST SILL 3" = 1'-0" 9 PENETRATION DETAIL 3" = 1'-0" 8 MATERIAL TRANSITION SECTION 1 1/2" = 1'-0" 10 HEAD DETAIL ISSUE BLOCK 1REV #105/08/2020 2REV #207/15/2020 14CCD#1107/09/2021 14
A4.2 12 8" SPLIT FACE CMU 8" CMU ROOFING SYSTEM LEAN CONCRETE. REF STRUCTURAL. PROVIDE SLOPE FOR POSITIVE DRAINAGE TO WEEPS COLUMN REF STRUC CONCRETE FLOOR SLAB 8" SMOOTH FACE CMU CONCRETE S DEWALK REF STRUC DECK BRG A METAL STUD AND GYPSUM BOARD FURRING REF FLOOR PLAN AND PARTITION TYPES VAPOR BARRIER SYSTEM R G D NSULAT ON R10 M N FOUNDATION REF STRUCT MASONRY FILL INSULATION TO ROOF DECK MANUFACTURED STONE VENEER BOTTOM OF SILL PRECAST WATER TABLE A3.1 5 2'-0" 8" SMOOTH FACE CMU TOP COURSE AND UP CONCRETE CURB, REF 9 SP2.1 ROOFING SYSTEM HSS REF STRUC 32" STAINLESS STEEL BOLLARD 4" OD ALUMINUM BI-PARTING ENTRANCE DOORS ALUMINUM STOREFRONT CONCRETE FLOOR SLAB, REF STRUC CONCRETE STOOP A8.2 10 A4.2 A HSS BEAM, REF STRUC REF STRUC DECK BRG CONCRETE CURB MANUFACTURED STONE VENEER SPLIT CMU WEATHER BARRIER ON 3/4" EXTERIOR PLYWOOD ON METAL STUD FIBER CEMENT SIDING BATT INSULATION AND VAPOR BARRIER EXTERIOR A4.2 10 VAPOR BARRIER SYSTEM R G D NSULAT ON R1 M N 2'-0" 2'-11 1/4" FOUNDATION, REF STRUC REF SP2.1 1 B CONCRETE FLOOR SLAB ROOFING SYSTEM A4.1 11 GIRT REF STRUC 1'3" 6" x 1 5/8" 18 GA METAL STUD JOISTS AT 16" OC BEAM AND BRACING AT STRUCTURAL SIM CONDITION, REF STRUC 16 GA 'U' CHANNEL BRIDGING AT MIDSPAN 1/2" GYPSUM BOARD L 3" x 3" 16GA WITH (2) 1/4" TAPCONS INTO CMU WITH 1 3/4" EMBEDMENT AND (3) #10 TEK SCREWS TOP AND BOTTOM 1/2"1/2" G3 G6 TOP 129'4" TO OPENING 112'0" 1/2" INSULATED PRECAST WALL PANEL A4.2 ALUMINUM BI-PARTING ENTRANCE DOORS CONCRETE FLOOR SLAB 6" METAL STUD FRAMING REF SPECS 1/2" GYPSUM BOARD A6.1 15 OH BOS 112'0 1/2" METAL STUD HEADER A6.1 1 BOS 114'1/2" SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AB/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 8 0 2 1 2 2 3 9 P M C U h D 0 8 3 1 Y A P H A N K N Y 9 0 M nA R C H R V 1 8 a e s a h y v A3.2 EXTERIOR WALL SECTIONS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 3/4" = 1'-0" 2 WALL SECTION 3/4" = 1'-0" 1 WALL SECTION ISSUE BLOCK 1REV #105/08/2020
CART STORAGE
CART STORAGE
WATERPROOFING MEMBRANE ROOFING SYSTEM CONCRETE FLOOR SLAB STEEL JO ST REF STRUC REF STRUC JBE A4.1 11 TOP 127' - 4" B RECYCLED RUBBER TIRE STOP WHERE INDICATED ON PLANS A3.3 8 1/2" INSULATED PRECAST WALL PANEL VAPOR BARRIER SYSTEM R G D NSULAT ON R10 M N CONCRETE SIDEWALK, REF CIVIL A4.1 11 OH A4.2 4 2'-0" FELT JOINT CONT, REF STRUC, TYP FELT JOINT CONT, REF STRUC, TYP FOUNDATION, REF STRUC 1'-3" 1
ROOFING SYSTEM TAPERED INSULATION TO PRIMARY ROOF DRAIN CONCRETE FLOOR SLAB CONCRETE FOUNDATION REF STRUC 8" SPLIT FACE CMU BEYOND ANODIZED ALUMINUM SOLID PANEL BY STOREFRONT MANUFACTURER REF STRUC JBE RECYCLED RUBBER TIRE STOP WHERE INDICATED ON PLANS A8.2 7 A FF EL 100'0" 1'-0" CONCRETE SIDEWALK CONCRETE CURB MANUFACTURED STONE VENEER AT RETURN PRE-CAST CONCRETE SILL ALUMINUM FRAME GLAZING HSS BEAM REF STRUC STEEL ANGLE REF STRUC FULLY ADHERED ALUMINUM BRAKE FORMED CLADDING TO MATCH STOREFRONT 8" SPLIT FACE CMU A4.2 3 A4.1 12 VAPOR BARRIER SYSTEM R G D NSU AT ON (R1 M N BOM 110'8" TOM 112'0" 1/2" CONT PMEJ AND SEALANT AT CONCRETE PAVING, TYP SMOOTH FACE BLOCK LINTEL, REF STRUC ROOFING SYSTEM PRIMARY ROOF DRAIN CONCRETE FLOOR SLAB 8" SPLIT FACE CMU SLOPE SLOPE 8" SMOOTH FACE CMU WITH MASONRY FILL INSULATION TOM 112'0" ℄ RECYCLED RUBBER TIRE STOP WHERE INDICATED ON PLANS A4.2 3 A3.3 6 A 1'-0"
STEEL HSS REF STRUC CONCRETE SIDEWALK OH FF EL 100'0" CONCRETE CURB SIM 8" SMOOTH FACE CMU TOP COURSE ONLY 8" SMOOTH FACE CMU 40 CONCRETE FOUNDATION REF STRUC VAPOR BARRIER SYSTEM R G D NSULAT ON R10 M N MANUFACTURED STONE VENEER AT RETURN PRE-CAST CONCRETE SILL REF 9 SP2.1 MASONRY FILL INSULATION TO ROOF DECK ROOFING SYSTEM ROUTE OVERFLOW DRAIN PIPE AS HIGH AS POSSIBLE WRAP OVERFLOW PIPES WITH INSULATION STEEL ANGLE BEYOND SECTIONAL OVERHEAD DOOR SLOPE CONCRETE FLOOR SLAB DOOR TRACK TOM 112'0" 8" SPLIT FACE CMU SMOOTH FACE ON RETURN HIGH IMPACT RUBBER CORNER GUARD HOLD 2" AFF REF SPECS INSTALL DOOR STOP SO OVERHEAD DOOR DOES NOT EXCEED 4'-0" HORIZONTALLY WHEN FULLY OPENED FF EL 100'0" A3.3 5 A4.2 3 A9 17
ROOFING DRAIN BEYOND REF ROOF PLAN CONCRETE SIDEWALK CONCRETE FOUNDATION REF STRUC VAPOR BARRIER SYSTEM R G D NSULAT ON R10 M N) 40 8" SMOOTH FACE CMU TOP TWO COURSES BOM 104'8" /BOS 2'-0" OVERHEAD TRACK AND DOOR STEEL ANGLE BEYOND STEEL LINTEL REF STRUCTURAL CONT SEALANT SPLIT FACE CMU FACE SHELL FACE OF WALL RECYCLED RUBBER TIRE STOP REF SPECS ATTACH TO SLAB PER MANUFACTURER RECOMMENDATION SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AB/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 8 0 2 1 2 2 6 8 P M C U h D 0 8 3 1 Y A P H A N K N Y 9 0 M nA R C H R V 1 8 a e s a h y v A3.3 EXTERIOR WALL SECTIONS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 3/4" = 1'-0" 1 WALL SECTION 3/4" = 1'-0" 2 WALL SECTION 3/4" = 1'-0" 3 WALL SECTION 3/4" = 1'-0" 4 WALL SECTION 3" 1'-0" 5 HEAD OF OVER DOOR CART STORAGE 1 1/2" = 1'-0" 6 CART CURB ISSUE BLOCK 1REV #105/08/2020
CART STORAGE
SALES OUTSIDE BAGGED GOODS
CONCRETE FLOOR SLAB ALUMINUM STOREFRONT ROOFING SYSTEM ANODIZED ALUMINUM SOLID PANEL BY STOREFRONT MANUFACTURER REF STRUC JBE A8.2 7 TOP 24'0" WATERPROOFING MEMBRANE A4.1 11 8 1/2" INSULATED PRECAST WALL PANEL CONCRETE SIDEWALK A4.1 17 FF EL 0'0" GRAVEL BASE REF STRUC FELT JOINT CONT, REF STRUC, TYP CONCRETE FOUNDATION REF STRUC 1/2" CONT PMEJ AND SEALANT AT CONCRETE PAVING, TYP SIM VAPOR BARRIER SYSTEM 2 R G D NSULAT ON R10 M N 2'-0" CL OF REVEAL 21'4" CL OF REVEAL 20'0" CL OF REVEAL 12'0" CL OF REVEAL 10'8" OH A4.1 A8.2 ROOFING SYSTEM CONCRETE FLOOR SLAB REF STRUC JBE -0' - 1 1/2" SECTIONAL OVERHEAD DOOR SECTIONAL OVERHEAD DOOR TRACK AND ASSEMBLY -0' - 1" -0' - 1 3/4" FF EL 0'0" A4.1 11 WATERPROOFING MEMBRANE BOP 9'4" CONCRETE SIDEWALK TOP 24'0" VAPOR RETARDER 8 1/2" INSULATED PRECAST WALL PANEL 7B A8.1 VAPOR BARRIER SYSTEM 1/2" CONT PMEJ AND SEALANT AT CONCRETE PAVING, TYP FOUNDATION, REF STRUC A8.1 8B A4.1 7 OH CL OF REVEAL 10'8" CL OF REVEAL 12'0" CL OF REVEAL 20'0" CL OF REVEAL 21'4" REVEAL, TYP ROOFING SYSTEM CONCRETE FLOOR SLAB REF STRUC JBE -0' - 1 1/2" SECTIONAL OVERHEAD DOOR SECTIONAL OVERHEAD DOOR TRACK AND ASSEMBLY -0' - 1" -0' - 1 3/4" BOP 14'0" TOP 24'0" A4.1 11 WATERPROOFING MEMBRANE FF EL 0'0" CONCRETE SIDEWALK 1/2" CONT PMEJ AND SEALANT AT CONCRETE PAVING, TYP VAPOR BARRIER SYSTEM 8 1/2" INSULATED PRECAST WALL PANEL 7B A8.1 CONCRETE FOUNDATION, REF STRUC A4.1 7 OH A8.1 8B CL OF REVEAL 12' - 0" CL OF REVEAL 10'8" CL OF REVEAL 21'4" CL OF REVEAL 20'0" REVEAL, TYP SALES FLOOR AUTO CENTER CONCRETE FLOOR SLAB CONCRETE FLOOR SLAB VAPOR BARRIER SYSTEM 8 1/2" INSULATED PRECAST WALL PANEL CONCRETE FLOOR SLAB ALUMINUM ENTRANCE DOOR 3 5/8" x 1 5/8" 20 GAUGE METAL STUDS AT 16" OC PRE-FINISHED METAL SOFFIT PANELS ON 7/8" 20GA METAL FURRING CHANNELS AT 16" OC REF STRUC DECK BEARING METAL DECK REF STRUC 112'-11" CL EMBED ROOFING SYSTEM 109'-5 3/4" BO STUD A3.5 11 REF STRUC JBE AUTO CENTER SIGN A4.1 11 WATERPROOFING MEMBRANE A3.5 12 10 A3.5 CONC. SIDEWALK (SLOPE AWAY FROM BLDG, TYP) TOP 24'0" FF EL 0' - 0" REF 7 A2.2 A4.1 7 OH VAPOR BARRIER SYSTEM R G D NSU AT ON R1 M N 2'-0 3/8" CONCRETE FOUNDATION, REF STRUC 1/2" INSULATED PRECAST WALL PANEL 4'-1 1/2" CL OF REVEAL 10'8" CL OF REVEAL 12' - 0" CL OF REVEAL 21'4" CL OF REVEAL 20'0" REVEAL, TYP BOP 9'4" A8.1 6 3 CONCRETE SLAB
CONCRETE FLOOR SLAB VAPOR BARRIER SYSTEM RIGID INSULATION (R10 MIN) 8 1/2" INSULATED PRECAST WALL PANEL 2'-0" FELT JOINT CONT, REF STRUC, TYP CONCRETE FOUNDATION, REF STRUC ROOFING SYSTEM REF STRUC JBE UNFACED BATT INSULATION CONTINUOUS 24 GAUGE SHEET STEEL CLOSURE EACH SIDE PAINT TO MATCH WALL AND TRIM TO FIT AROUND JOISTS ATTACH TO ROOF DECK WITH #10 3/4" TEK SCREWS AT 6" OC AND TO WALL WITH 3/16" x 1 1/4" TAPCONS AT 6" OC PAINT STEEL JOIST REF STRUC 11 F ROOFING SYSTEM STEEL JOIST REF STRUC UNFACED BATT INSULATION AND CONTINUOUS RUBBER CLOSURE PIECE CLOSURE PROFILE TO MATCH ROOF DECK PROFILE STEEL ANGLE REF STRUC CONTINUOUS 24 GAUGE SHEET STEEL CLOSURE EACH SIDE ATTACH TO ROOF DECK WITH #10 3/4" TEK SCREWS AT 6" OC ATTACH TO WALL WITH 3/16" 1 1/4" TAPCONS AT 6" OC ATTACH TO JOIST WITH 0.145 DIA PAF AT 6"OC PAINT P131 SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AB/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 0 2 0 0 4 1 4 1 P M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 M a nA R C H R V 1 d b a o v t A3.4 EXTERIOR WALL SECTIONS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 3/4" = 1'-0" 3 AUTO CENTER WALL SECTION 3/4" = 1'-0" 1 AUTO CENTER WALL SECTION 3/4" = 1'-0" 2 AUTO CENTER WALL SECTION 3/4" = 1'-0" 5 WALL SECTION 3/4" = 1'-0" 4 AUTO CENTER WALL SECTION 3/4" 1'-0" 6 WALL SECTION 1 ISSUE BLOCK 1REV #105/08/2020 3ADD109/10/2020
EXTERIOR WALL SWING ARM LIGHT FIXTURE AND MOUNTING BRACKET (4) 3/8" DIAMETER THREADED RODS SET IN EPOXY ADHESIVE WITH 2" EMBEDMENT INTO PRECAST. MATCH HOLE PATTERN ON LIGHT FIXTURE MOUNTING PLATE INSULATED PRECAST PANEL EXTERIOR INTERIOR C O R R E C T D E P T H V E R F Y W T H S E A L A N T M F R F O R SEALANT TOOLED SMOOTH BACKER ROD DIAMETER = 1.5xW TYPICAL JOINT SEALANT DETAIL B A W C O R R E C T D E P T H V E R I F Y W T H S E A L A N T M F R F O R BACKER ROD AND SEALANT CMU CONTROL JOINT LOCATED ON STRUCTURAL DRAWINGS PREFORMED CONTROL JOINT FILLER CONTINUOUS TOOLED SEALANT BEAD AT PERIMETER OF HOOD 18 GAUGE SHEET METAL HOOD COVER WITH CLOSED ENDS 2"x2" DRAIN TROUGH PROVIDE 18 GAUGE HOOD STIFFENER AT 2'-10" OC MAX. PROVIDE (3) 3/16" x 1/4" TAPCON ANCHORS PER STIFFENER. 3/16" x 1 1/4" TAPCON ANCHORS. LOCATE 3" FROM EA CORNER AND 12" OC BETWEEN 1-0 1-0 PRE-CASTPANEL OPENING 13 8 2 3" 1 00 A F F REF BLDG EL TOM REF BLDG EL TOM HOIST ARM AND SUPPORT REF STRUC GROUT CELLS AT JIB CRANE SUPPORT BRACKET LOCATIONS REF STRUC FOR REINFORCING JIB CRANE RAIL MEMBERS TYP REF STRUC FOR CONNECTIONS REF STRUC FOR RAILING SUPPORT BRACKET TYP GFI OUTLET REF ELEC ℄ ℄ 5'-6" 7'-0"4'-0"4'-0"4'-0"1'-0" ELEVATION SECTION ℄ 19 33 26 6 ℄ ℄ 1'-2 1/2" ℄ HOIST ARM AND SUPPORT REF STRUC (SHOWN IN SILHOUETTE FOR CLARITY) FASCIA COVER 1'-0" 1'-8" CONT FILLET SEALANT AT BRACKETS PERIMETERS TYP JIB CRANE RAIL MEMBER TYP REF STRUC FOR CONNECTIONS REF STRUC FOR RAILING SUPPORT BRACKET TYP SAFETY CHAINS, CURT, HOOKS, PADEYES AND TUBE CAPS BY RAILING FABRICATOR, TYP T O P O F P A R A P E T 46 C R T C A L F R O M ROOF LINE M A X 3 PRE-MANUFACTURED RAILING AND JIB CRANE PRE-MANUFACTURED CRANE AND SUPPORT BRACKETS ATTACHED TO EXTERIOR WALL REF STRUC HOIST POLE VARIES ROOF LINE R A L N G O P E N N G 1 0 M N 1 4 M A X A T C E N T E R O F OPEN ENDS AT BOTTOM OF RAIL MEMBER 2" SQUARE STEEL TUBING REF STRUC E L E V A T O N S E C T I O N 4'-1 3/4" 4 2 C R T C A L 11 1 2 11 1 2 40° BOTTOM CAGE PLAN TOP CAGE PLAN 13 1 2 13 1 2 40 40 VERTICAL BAR SPACING AT 40 DEGREES MAX VERTICAL BAR SPACING AT 40 DEGREES MAX 2'-3" 40 2'-7" BAR 1/4" X 1 1/4" AT LADDER, BENT AND ROLLED, TYP BAR 1/4" X 1 1/4" AT LADDER, BENT AND ROLLED, TYP 40° 40° 40 27 1 1 11 0 23 2'-0" 2'-0" OPENING AT COMPACTOR CHUTE 1/2" INSULATED PRECAST PANEL 106'-8" TO OPENING 103'-6" BO OPENING ACCESS DOOR PRECAST INSULATED WALL PANEL BY FABCON BACKER ROD AND SEALANT BY PRECAST MANUFACTURER SLOPE EXTERIOR WALL REF BLDG ELEVATION FOR MATERIAL AND COLOR CONTINUOUS SEALANT MASONRY ANCHOR WITH NEOPRENE WASHER METAL FLASHING EXTEND 8" ONTO CANOPY AND 6" UP WALL ANCHOR REF STRUC STEEL ANGLE REF STRUC PRE-MOLDED CLOSURE STRIP AT TOP SURFACE OF DECK REF STRUC DECK BRG METAL DECK REF STRUC METAL EDGE TRIM BY METAL SOFFIT PANEL MFR PRE-FINISHED METAL SOFFIT PANELS ON 7/8" x 20GA METAL FURRING CHANNELS AT 16" OC 3 5/8" x 5/8" 20 GAUGE METAL STUDS AT 16" OC BOTTOM EDGE OF STEEL CHANNEL BEYOND, REF STRUC 1 / 2 CONTINUOUS 1/4" JOINT WITH BACKER ROD AND SEALANT AT PERIMETER OF SOFFIT PANELS PF14 ATTACH STUD TRACK TO WALL WITH 1/4" TAPCONS FOR (2) ROWS AT 16" OC WITH 1 1/4" MIN EMBEDMENT CONTINUOUS 20 GAUGE STUD TRACK ATTACH AT EACH FLANGE OF EACH STUD WITH (1) #10 TEK SCREW. ATTACH TO CMU WITH (2) 1/4" MASONRY SCREWS AT 24' OC 1 3/4" MIN EMBEDMENT. STEEL CHANNEL REF STRUC METAL DECK REF STRUC METAL EDGE TRIM BY METAL SOFFIT PANEL MFR PRE-FINISHED METAL SOFFIT PANELS ON 7/8" 20GA METAL FURRING CHANNELS AT 16" OC 3 5/8" x 5/8" 20 GAUGE METAL STUDS AT 16" OC CONTINUOUS SEALANT 2 1 2 SHEET METAL CLOSURE TRIM WITH HEMMED DRIP EDGE PF14 P49E 1 3 2 S L E E V E HSS REF STRUC METAL DECK REF STRUC PREMOLDED CLOSURE STRIP AT BOTTOM SIDE OF DECK 1/8"x1" GUTTER STRAP BENT PLATE GUTTER BRACKET SECURE TO HSS CONT SHEET METAL CLEAT SECURED BETWEEN METAL DECK & HSS SELF DRILLING SCREWS WITH NEOPRENE WASHER SLOPE METAL EDGE TRIM BY METAL SOFFIT PANEL MFR SHEET METAL GUTTER SHEET METAL DOWNSPOUT REF BLDG ELEVATION AND SITE PLAN FOR LOCATION PRE-FINISHED METAL SOFFIT PANELS ON 7/8" x 20GA METAL FURRING CHANNELS AT 16" OC FASTEN AT EACH STUD WITH (1) #10 TEK SCREW EACH LEG 5/8" 1 5/8" x 20 GAUGE METAL STUDS AT 16" OC BOTTOM EDGE OF STEEL CHANNEL BEYOND, REF STRUC 1 2 CONTINUOUS 1/4" JOINT WITH BACKER ROD AND SEALANT CANOPY SUPPORT ROD BEYOND REF STRUC PF14 PF14 P49E P49E CONT 20 GAUGE STUD TRACK ATTACH EACH FLANGE OF EACH STUD WITH (1) #10 TEK SCREW. ATTACH TO HSS WITH (2) #12 TEK SCREWS AT 24" OC 1" COMPRESSION SEAL EXPANSION JOINT WITH BACKER ROD AND SEALANT, TYP EA SIDE EIFS/CEMENT BOARD SIDING/ MANUFACTURED STONE VENEER AT SIM CONDITION BACKER ROD AND SEALANT AT SIM CONDITION VIEW PLAN 1 1 EXIST JOIST 3"x3"x3/16" ANGLE PIPE STRAPS TYP EACH PIPE OR CONDUIT ROOF SYSTEM AND STEEL DECKING GALVANIZED METAL CAP W/ HOOD AT PIPE PENETRATIONS 1 0 2 MANUFACTURED CURB SLOPE 1/4" PER FT. TAPER HOOD VERTICAL PIPING AND CONDUIT TO BE ATTACHED TO ANGLE. REFER TO PIPING/CONDUIT SUPPORT DRAWINGS FOR CLAMP REQUIREMENTS. 3"x3"x3/16" ANGLE. WELD TO TOP CHORD OF JOIST WITH 1/8"x2" FILLET WELD TYP. BOTH ENDS 2" INSULATION BOARD #12x2" SS SCREWS WITH NEOPRENE/SS BONDED WASHER AT 8" OC FULLY ADHERED FLASHING MEMBRANE EXTEND UP AND OVER TOP OF CURB ROOF MEMBRANE CONT EDGE SEALANT IF REQUIRED BY MFR INSULATION (TYP) FASTENER AND PLATE OPENING FOR REFRIGERATION LINES AND CONDUIT. COORDINATE LOCATION W/ REFRIGERATION EQUIPMENT. INSULATED REFRIGERATION LINES AND CONDUIT MOUNTED TO UNISTRUT; UNISTRUT TO BE ATTACHED TO CURB BATT INSULATION TO REFRIGERATION EQUIPMENT REF REFRIGERATION DRAWINGS FOR SIZE OF PIPES CONTINUOUS SEALANT ALL SIDES AND PENETRATIONS PERIMETER TYP INSTALL UPPER PLATE TO OVERLAP BOTTOM PLATE ON EXTERIOR SIDE WITH 1" MIN PLATE OVERLAP PLAN VIEW OPENING FOR REFRIGERATION LINES AND CONDUIT PAINT TO MATCH ADJACENT STRUCTURE MAINTAIN 1/2" CLEARANCE FROM PIPE AND INSULATION BOARD INSULATION BOARD PLATE TO OVERLAP CURB 1" MIN 1. 2. 3. 4. INSTALLATION NOTES: THE ROOF PENETRATION CURB, HOOD AND CLOSURE PLATES ARE FURNISHED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR ALL HOOD PENETRATIONS SHALL BE THROUGH THE VERTICAL CLOSURE PLATES ONLY. PIPING AND CONDUIT SHALL BE NSTALLED BY THE TRADE CONTRACTORS WITH THE PIPE AND CONDUIT CENTERLINES 5" ABOVE THE TOP OF THE ROOF CURB WITH A MINIMUM OF 1" BETWEEN THE PIPE AND CONDUIT EXTERNAL SURFACE THE GENERAL CONTRACTOR SHALL CUT AND INSTALL THE VERTICAL CLOSURE PLATES AFTER ALL PIPING AND CONDUITS ARE INSTALLED AND SEAL ALL PENETRATIONS AS NOTED IN THE DETAIL AND PROVIDE CONTINUOUS SEALANT AT THE PERIMETER JOINT BETWEEN THE CLOSURE PLATES AND HOOD AND CURB AND WHERE THE CLOSURE PLATES OVERLAP. REF SEALANT SPECIFICATION. EXPANDING FOAM SEALANT SHALL NOT BE USED WHERE SEALANT IS EXPOSED TO THE EXTERIOR. EXTEND EXTERIOR REFRIGERANT AND WATER LINE EXTERNAL PVC INSULATION JACKET 1" INSIDE HOOD METAL CLOSURE PLATES. 12" CLEAR 2" 1 2 M N 5 1/81 1/81 CLEAR INSIDE OPENING REF PLAN 2 PIECE GALVANIZED METAL VERTICAL CLOSURE PLATES, INSTALLED BY GC. FIELD CUT TO FIT AROUND CONDUIT AND PIPE INSULATION (1/8" MAX. GAP BETWEEN PIPE/CONDUIT AND PLATE), FASTEN TO HOOD AND CURB WITH SHEET METAL SCREWS W/NEOPRENE WASHERS 4 EA SIDE AND 6" OC TOP AND BOTTOM SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 2 3 2 0 1 1 1 0 0 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 0 M nA R C H R V 2 0 s c a n s S Y N 2 v A3.5 EXTERIOR DETAILS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1 1/2" = 1'-0" 4 TRUCK DOCK LIGHT FIXTURE MOUNTING BRACKET 1 1/2" = 1'-0" 8 PANEL JOINT 3/4" = 1'-0" 9 DOOR HOOD 3/8" = 1'-0" 1 JIB CRANE ASSEMBLY 3/8" 1'-0" 3 LADDER CAGE PLAN 3/4" = 1'-0" 5 OPENING AT COMPACTOR CHUTE 1 1/2" = 1'-0" 7 PANEL JOINT AT CORNER 3" = 1'-0" 12 FLASHING AT CANOPY 3" 1'-0" 10 CANOPY EDGE 3" = 1'-0" 11 GUTTER AT CANOPY 1/2" 1'-0" 6 EXPANSION JOINT COLOR LEGEND P49EDARK GRAY PF14SLATE GRAY 1" = 1'-0" 13 REFRIGERATION LINE ROOF PENETRATION 13 NOT USED 2 13 ISSUE BLOCK 2REV #207/15/2020 13CCD#1006/23/2021
A4.1 ROOF SLOPE ROOF SLOPE A4.1 9 ROOF HATCH A4.1 9 TYP 1/4" PER 1'-0" TYP TYP 10 A4.1 TYP TYP OF 3 NOTE: PROVIDE WALKPADS AT ALL AHU AND RTU LOCATIONS REF 8-A4.1 14 A4.1 A4.1 15 6 A4.1 5 A4.1 A4.1 9 TYP 5.28 CANOPY BELOW 6"x6" A4.1 15 TYP 7.09 TYP OF (8) OH A4.1 9 14 GC3 TRUSS BRACE TYP TRUSS TYP A4.1 16 A4.1 16 7.03 A4.2 2 A4.2 1 A A C C D D E E G G H H 2 3 5 6 8 9 7.19 8"x48" 5.28 17 A4.1 19'-0"4'-8" 15'-4" 20'-0"20'-0" 4'-2" 15'-10"20'-0"19'-0" 4'-8" 11'-4"16'-6"16'-0"12'-10" 7'-2" 16'-6"17'-0" 7'-6" 7'-6"20'-0"11'-4"3'-8"16'-0"19'-0"4'-0"15'-6"16'-6"17'-0"11'-0"5'-6"17'-0"17'-0"16'-6" 3'-4" 15'-2"16'-6" 1 20 1 53 93 78 32 60 1 88 90 86 60 1 14 1 14 60 58 86 32 1 20 64 60 1 24 1 24 30 32 60 1 29 1 23 63 63 2 41 56 1 74 93 19 23'-10"16'-8" 20 4 7 10 B B F F J J K SIM SATELLITE DISH 14 A4.1 TYP A4.1 13 A4.1 13 OH 1 12 90 2 90 1 46 30 90 2 06 2 20 1 40 1 31 1 P O 40 3 51 0 P O 40 4 40 P O 40 3 60 P O 40 4 18 1 4 P O 40 3 60 P O 40 4 40 P O 40 3 60 P O 40 1 60 1 2 1 49 P O 40 4 10 P O 40 4 40 P O 40 4 40 P O 40 4 23 1 2 P O 40 4 35 P O 40 4 08 1 4 30 89 30 92 1 56 1 56 1 50 AT SCUPPERS TYP OF (12) 7.19 7.19 7.19 8"x48" 7.19 8"x48" 7.19 8"x48" 17 A4.1 AT SCUPPERS TYP OF (10) 7.19 8"x48" 7.19 8"x48" 7.19 8"x48" 7.19 8"x48" 7.19 8"x48" 7.19 ROOF SLOPE SROOF LOPE 8"x48" 7.19 3 A4.1 SHADE CLOTH 11 8"x48" 8"x48" 8"x48" 7.19 8"x48" GRAVITY VENTILATOR REF MECH TYP OF (6) 30 30 30 30 30° 30° 30 30 30 30 30 30 30 30 30° 30 7.41 7.41 7'-11" 8'-7" 9'-10" 10'-11" 10'-1" 10'-1" 9'-11" 9'-4" 9'-5" 8'-0" 10'-0" 10'-11" 11'-10" 13'-4" 11'-0" 21'-4" 30 30° 30 30° 30° 30 30 30 30 30 30° 30 30 20'-5" 7.41 18'-6" 30 7.41 7.41 7.41 7.41 7.41 7.41 7.41 7.41 7.41 7.41 7.41 7.41 7.41 7.41 7.41 15'-4" 1 22 1 29 1 23 7'-11" 34 3'-5" 2 87 11'-11" 1 71 17'-7" 1 64 6'-3" 3 41 1 3 68 21'-11" 3 52 7'-11" 3 67 47 11'-5" 45 25'-1" ℄ ℄ ℄ ℄ ℄ ℄ ℄ 10'-7" 26 1 53 18'-2" 23'-0" 5 29 82 2'-11" 1'-1" 1 06 ℄ ℄ 15'-1" ℄ ℄ ℄ ℄ ℄ 14'-8" 1 27 ℄ ℄ ℄ ℄ 3'-2" 1 57 ℄ ℄ 11 ROOF LEGEND EXHAUST FAN AHU SKYLIGHT RTU SHEET NOTES 1. REFER TO MECHANICAL DRAWINGS FOR VENTS AND FLUE LOCATIONS, REF & 2-A4.1 2. PROVIDE CRICKET AT ALL MECHANICAL EQUIPMENT, SKYLIGHTS, RTU'S, ETC. INSTALL ROOFING INSULATION WITH 1/2" PER FOOT SLOPE TO PROVIDE POSITIVE DRAINAGE AROUND UNITS 3. ALL SKYLIGHT DIMENSIONS TO CENTERLINE OF UNIT. DO NOT INSTALL EQUIPMENT, PIPING, OR CONDUITS DIRECTLY UNDER SKYLIGHT WELLS UNLESS INDICATED OTHERWISE ON PLANS. DO NOT LOCATE BRIDGING BELOW SKYLIGHTS WHERE POSSIBLE. REFERENCE MEP AND STRUCTURAL DRAWINGS FOR ADDITIONAL PLACEMENT INFORMATION. 4. MAINTAIN 8" MIN FROM TOP OF ROOF MEMBRANE TO TOP OF CURB AT CRICKETS 5. REF A4.1 FOR TYPICAL ROOF PENETRATIONS DETAILS 6. LOCATIONS OF RTU'S, AND AHU'S ARE APPROXIMATE, CONTRACTOR MAY ADJUST LOCATIONS SO EDGES OF CURB FALL WITHIN 3" OF JOIST PANEL POINTS. IF CURB CANNOT BE ADJUSTED SO BOTH CURB EDGES ARE WITHIN 3" OF JOIST PANEL POINTS ADD REINFORCING PER STRUC TO JOIST WHERE CURB EDGE/EDGES ARE MORE THAN 3" FROM JOINT PANEL POINT. REF STRUC 7. REF SHEET A7 FOR SCHEDULE FINISH KEY 8. ALL CONTRACTOR PROVIDED ROOF EQUIPMENT SCREWS SHALL HAVE NEOPRENE WASHERS. SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 2 1 2 0 1 9 4 2 8 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 0 M nA R C H R V 2 0 s c a n s S Y N 2 v A4.0 ROOF PLAN Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1" = 20'-0" 1 ROOF PLAN KEYNOTE LEGEND 5.28METAL CANOPY DECK AND STRUCTURE, WITH EXPOSED SURFACES PAINTED 7.03METAL GUTTER, PREFINISHED, UNLESS NOTED OTHERWISE 7.09METAL DOWNSPOUT, PREFINISHED, UNLESS NOTED OTHERWISE 7.19OVERFLOW SCUPPER 7.411/2" PER FT TAPERED INSULATION CRICKET ISSUE BLOCK 3ADD109/10/2020 10CCD#704/28/2021 11CCD#805/21/2021
GLASS FIBER INSULATION HEAT WELD OR ADHESIVE ATTACH TO ROOF MOLDED PIPE FLASHING PLACE CONTINUOUS SEALANT UNDER PIPE FLASHING NEAR BAND AND PIPE STAINLESS STEEL DRAW BAND WHERE APPROVED BY LOCAL JURISDICTION WRAP PIPE WITH MEMBRANE WHEN PENETRATION IS LARGER THAN 6" REF ROOFING MANUFACTURERS SPECIFICATIONS 8 M I N 1" MIN FASTENER TYPICAL ROOF INSULATION GLASS FIBER INSULATION FLUE REF MECH ROOF MEMBRANE FLASHING REF MECH STORM COLLAR REF MECH PROVIDE ROOF PENETRATION IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS 1 1/2"1/2" STEEL COLUMN REF STRUC MOLDED PIPE FLASHING REF 1 A4.1 GLASS FIBER INSULATION COLUMN AND JOIST GIRDER REF STRUC ROOF MEMBRANE JOIST BEYOND REF STRUC 8" SKYLIGHT CURB STRUCTURAL CURB NON-STRUCTURAL CURB STRUCTURAL CURB (AHU) DECK INSULATION BY GENERAL CONTRACTOR 2x4 TREATED WOOD NAILER 2" 5 1 6 V A R E S R E F S P E C S 3" 1 3/4" 5 1 6 1 2 V A R E S R E F S P E C S 1/2" 3" 2" 5 1 6 3" V A R E S R E F S P E C S V A R I E S R E F S P E C S 2" 2 3" DECK INSULATION BY GENERAL CONTRACTOR 2x4 TREATED WOOD NAILER 3/16" DIAMETER GRID DECK INSULATION BY GENERAL CONTRACTOR 2x4 TREATED WOOD NAILER DECK INSULATION BY GENERAL CONTRACTOR 2x4 TREATED WOOD NAILER 1/2"x1/2" ANGLE ANGLE FRAME REQD FOR OPENINGS IN ROOF DECK GREATER THAN 10"x10" REF STRUCTURAL ANGLE WHERE REQUIRED REF STRUC FASTENER AND PLATE INSULATION MANUFACTURED METAL CURB INSULATION ROOF MEMBRANE CONT EDGE SEALANT IF REQUIRED BY MFR FULLY ADHERED FLASHING MEMBRANE EXTEND UP AND OVER TOP OF CURB RTU REF 4 A4.1 ANGLE WHERE REQUIRED REF STRUC FASTENER AND PLATE INSULATION MANUFACTURED METAL CURB INSULATION ROOF MEMBRANE CONT EDGE SEALANT IF REQUIRED BY MFR FULLY ADHERED FLASHING MEMBRANE EXTEND UP AND BEHIND METAL COUNTER FLASHING NEOPRENE TAPE GASKET MUNTERS UNIT COUNTER FLASHING #12x2" SS SCREWS WITH NEOPRENE/SS BONDED WASHER AT 12" OC REF 4 A4.1 1/4" 8 M I N ANGLE WHERE REQUIRED REF STRUC FASTENER AND PLATE INSULATION TREATED 2X WOOD NAILER SAFETY SCREEN GASKET BY SKYLIGHT MFR #12x2" SS SCREWS WITH NEOPRENE/SS BONDED WASHER AT 12" OC SKYLIGHT SWEEP FULLY ADHERED FLASHING MEMBRANE EXTEND UP AND OVER TOP OF CURB CONT EDGE SEALANT IF REQUIRED BY MFR ROOF MEMBRANE MANUFACTURER METAL CURB REF 4 A4.1 REFRIGERATION EQUIPMENT RTU SKYLIGHT JIB CRANE PROVIDE CRICKET AT ALL MECHANICAL EQUIPMENT, SKYLIGHTS, RTUS, ETC. INSTALL TAPERED INSULATION TO ACHIEVE MIN 1/4" PER FOOT SLOPE TO PROVIDE POSITIVE DRAINAGE AROUND UNITS. CUT WALKWAY PAD SECTIONS AT 10' MAX LENGTH. REF MFR FOR ADDITIONAL INFORMATION WALKWAY PADS SPACED 3" APART LOCATED ON ALL 4 SIDES OF REFRIGERATION HOUSE CENTER WALKWAY PADS ON JIB CRANE SPACED 3" APART AND 6" FROM EDGE OF ROOF OR PARAPET FOR ROOF PENETRATIONS LOCATED WHERE WALKWAY PADS ARE INSTALLED, TRIM WALKWAY PADS 4" FROM EDGE OF ROOF PENETRATION FLASHING BEFORE PAD INSTALLATION PROVIDE SINGLE ROW ON ACCESS SIDE OF UNIT AS SHOWN. VERIFY LOCATION IN FIELD AHU C U R B 8 F R O M C U R B 8 F R O M T Y P T Y P T Y P ROOF HATCH WALKWAY PADS ON 3 SIDES OF ROOF HATCH SPACED 3" APART AND 6" FROM EDGE OF HATCH 8 ROOF FASTENER 2" ROD STOCK WOOD BLOCKING MATCH INSULATION THICKNESS ROOFING MEMBRANE EDGE SEALANT FLASHING MEMBRANE 12" TAPERED FIBER BOARD 2x6 MINIMUM BATT INSULATION 20 MIL PVC MEMBRANE OR EQUAL 6 1" FASCIA COVER LAP METAL FASCIA 6" EACH SIDE OF EXPANSION JOINT 1 1/2" BUILDING EXPANSION JOINT WATERPROOFING MEMBRANE FLASHING MEMBRANE EXPANSION JOINT SUPPORT ROOFING MEMBRANE NO EIFS AT SIM CONDITION INSULATION STRUCTURE (VARIES) FACE OF PRECAST WALL ROOF MEMBRANE PRESSURE SENSITIVE FLASHING FOR EPDM WATERPROOFING MEMBRANE OR HEAT WELDED FLASHING FOR TPO WATERPROOFING MEMBRANE SPLICE TAPE 1" CONTINUOUS TERMINATION BAR WITH DRIVE PIN OR SCREW ANCHORS AT 12" OC PLYWOOD AND TREATED 2X4 BLOCKING (AT STUD CONNECTION ONLY) FULLY ADHERED WATERPROOFING MEMBRANE 1 1 2 T Y P 2 1 2 T Y P FOR PARAPETS OVER 6'-0" PROVIDE INTERMEDIATE 1" CONTINUOUS METAL BATTEN STRIP WITH DRIVE PIN OR SCREW ANCHORS AT 12" OC AT MIDPOINT OF PARAPET. COVER WITH STRIP OF SAME MEMBRANE USED FOR WALL FLASHING AND SEAM PER ROOFING MFR REQUIREMENTS FOR PARAPETS OVER 6'-0" PROVIDE TREATED 2X4 BLOCKING AT MIDPOINT OF PARAPET (AT STUD CONNECTION ONLY) 2 1 2 M N 2 1 2 M N WRAP PIPE WITH INSULATION REF SPECS TRIM ROOF MEMBRANE TO WITHIN 1/2" OF CLAMPING RING SEAL 4'-0"4'-0" UNDER DECK CLAMPING RING PRIMARY SIPHONIC ROOF DRAIN SYSTEM REF PLUMBING FOR LOCATION AND ROUTING ℄ REF STRUCTURAL TAPER INSULATION TO PRIMARY DRAIN TAPER INSULATION TO PRIMARY DRAIN SUMPSUMP WATERPROOFING MEMEBRANE PANEL JOINT CONTINUOUS TOOLED SEALANT BETWEEN PARAPET COPING AT JOINT CORNER WATERPROOFING MEMEBRANE METAL PARAPET COPING PRECAST STRUCTURAL WALL PANEL, EXPOSED AGGREGATE FINISH WITH HORIZONTAL REVEALS AS SHOWN ON EXTERIOR ELEVATIONS FASCIA COVER NON-CURING SEALANT EXTEND MEMBRANE OVER PANEL AND SECURE GASKETED FASTENER AT 12" OC GALVANIZED FORM RAIL WATERPROOFING MEMBRANE FASTENER AND PLATE FACE OF WALL STRUCTURE (VARIES) INSULATION (R-30 MIN) 1" CONTINUOUS TERMINATION BAR WITH DRIVE PIN OR SCREW ANCHORS AT 12" OC FULLY ADHERED WATERPROOFING MEMBRANE HEAT WELD OR ADHESIVE ATTACH TO ROOF ROOF MEMBRANE CONTINUOUS EDGE SEALANT IF REQUIRED BY MANUFACTURER S M 3 1 2 A T 2 1 2 T Y P S M 1 1 2 A T 2 1 2 T Y P ℄ STEEL PIPE SUPPORT REF STRUCTURAL CONTINUOUS SEALANT DRAW BAND FLASHING MEMBRANE STEEL ANGLE REF STRUCTURAL 1 0 M N M U M EDGE OF TAPERED ROOF INSULATION, TYP ROOF DRAIN REF PLUMBING AND SUMP R E F P L A N 40 40 4'-0"4'-0" 18 A4.1 TRIM ROOF MEMBRANE TO WITHIN 1/2" OF CLAMPING RING SEAL 8 1/2" INSULATED PRECAST EXTERIOR WALL (REF STRUCTIRAL) 119'-4" BO PRECAST AT SCUPPER 118'-8" TO PRECAST AT SCUPPER 1 9A 4 1 LINE OF ROOF INSULATION BEYOND ROOF DRAIN WHERE APPLICABLE REF ROOF PLAN FOR LOCATIONS FULLY ADHERED WATERPROOF MEMBRANE GALVANIZED ANCHORS WITH NEOPRENE WASHERS AT 6"OC CONT SEALANT AROUND PERIMETER GALVANIZED SHEET METAL CLIP AT FACE OF WALL AROUND PERIMETER OF OPENING EXTEND SCUPPER PAST WALL 1 1/2" MIN 24 GA GALVANIZED SHEET METAL SCUPPER GALVANIZED ANCHORS WITH NEOPRENE WASHERS AT 6"OC CONT SEALANT 3 1 2 M A X 8 M N 2"REF ROOF PLAN2" 2 V E R F Y F I E L D 2 CONT SEALANT AROUND SHEET METAL FLASHING WALL OPENING FULLY ADHERED FLASHING MEMBRANE CONTINUOUS SEALANT 3/4" EXTERIOR GRADE PLYWOOD SHEATHING FIBER CEMENT SIDING 5/8" GYPSUM BOARD C L R 1 BATT INSULATION AND VAPOR BARRIER WATERPROOFING MEMBRANE CONTINUOUS TERMINATION BAR AND EDGE SEALANT COUNTER FLASHING STEEL ANGLE REF STRUCTURAL BENT METAL FLASHING EXTEND WATERPROOFING MEMBRANE AND ROOF INSULATION 2XTREATED WOOD BLOCKING POLYSOCYANUR ATE INSULATION (R-30MIN) METAL ROOF DECK SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AB/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 3 2 0 0 4 2 1 8 P M C U b D 0 3 3 Y A P H A N K N Y 1 0 M a nA R C H R V 8 b e n o s k v A4.1 ROOF DETAILS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1" = 1'-0" 1 PENETRATION 1" = 1'-0" 2 FLUE PENETRATION 1" 1'-0" 3 SATELLITE DISH PENETRATION 1 1/2" = 1'-0" 4 CURB 1 1/2" = 1'-0" 5 ROOF TOP UNIT 1/2" = 1'-0" 6 MUNTERS UNIT 1 1/2" = 1'-0" 10 SKYLIGHT CURB NTS 9 PAD LAYOUT (TYP ALL UNITS) 1" = 1'-0" 14 EXPANSION JOINT 3/4" = 1'-0" 15 EXPANSION JOINT 1/2" 1'-0" 12 FLASHING MEMBRANE 3/4" = 1'-0" 18 INTERNAL ROOF DRAIN SECTION AT PRIMARY DRAIN 1 1/2" = 1'-0" 13 PARAPET STEP 3" = 1'-0" 7 PARAPET COPING 1 1/2" = 1'-0" 11 FLASHING MEMBRANE 1" = 1'-0" 8 PENETRATION OF CONDENSER SUPPORT 1/8" = 1'-0" 16 ROOF DRAIN DETAIL 1/2" = 1'-0" 17 THROUGH WALL OVERFLOW SCUPPER 1/2" 1'-0" 19 SCUPPER ELEVATION 1 1/2" = 1'-0" 20 ROOF DETAIL ISSUE BLOCK
10 A4.2 3 A4.2 3 A3.1 R O O F S L O P E R O O F S L O P E OVERFLOW ROOF DRAIN PRIMARY ROOF DRAIN SUMP TOWARD DRAIN EXTENTS OF INSULATION BELOW ℄ A A 3 3.3 3.6 3.8 2'-0" B 2'-0" ℄ 28 66 OVERFLOW ROOF DRAIN 20 56 ℄ ℄ ℄ PRIMARY ROOF DRAIN SUMP TOWARD DRAIN ℄ ℄ ℄ 1 A3.3 2'-0" 2'-0" 81 11 A4.2 7.41 7.41 78 PRIMARY ROOF DRAIN SUMP TOWARD DRAIN OVERFLOW ROOF DRAIN TAPERED INSULATION ABOVE BASE INSULATION +4.00" R O O F S L O P E R O O F S L O P E 20 66 EXTENTS OF INSULATION BELOW 86 ℄ 3 A4.2 10 A4.2 3 A3.1 A 8 7.8 8.2 8.4 3 A3.1 7 B ℄ ROOF DRAIN REF PLUMBING 20 62 1 8 R O O F S L O P E ℄ ℄ 1'-6" ℄ 1'-6" ℄ 2'-0" ℄ 2'-0" ℄ OVERFLOW ROOF DRAIN PRIMARY ROOF DRAIN SUMP TOWARD DRAIN SUMP TOWARD DRAIN 20 56 1'-6" ℄ ℄ ℄ 2'-0" ℄ OVERFLOW ROOF DRAIN EXTENTS OF INSULATION BELOW 1 A3.3 11 A4.2 7.41 7.41 7.41 78 83 ROOFING SYSTEM 1/2" EXTERIOR GYP.BD. SHEATHING CONTINUOUS SEALANT CONT.TRATED 2X6 NAILER METAL FRAMING, REF STRUC STEEL ANGLE, REF STRUCT MEMBRANE ROOFING WRAP OVER CORNICE ASSEMBLY EIFS INSULATION SYSTEM ON VAPOR BARRIER 8" CMU 4 20 1 1 / 2 6 3 2 2 1/2" 1/2"1/2" 8 1/2"1'-6" SLOPE 1/4"/FT 2'-9 1/2" 123' 4" TOM A4.1 11 EIFS INSULATOIN SYSTEM ON VAPOR BARRIER AT SIM CONDITIONS 13 1'-5" TAPERED R G D NSULAT ON OVER 3 4 P T PLYWOOD 6 1/2" HIGH FASCIA COVER NON-CURING SEALANT GASKETED FASTENER AT 12" OC GALVANIZED FORM RAIL 2" OH SIM BACKER ROD AND SEALANT SLOPE 1/4"/FT EIFS CORNICE, SIM DETAIL #10 TEK SCREWS,TYP. MEMBRANE ROOFING WRAP OVER CORNICE ASSEMBLY TAPERED RIGID INSULATION OVER 3/4" P.T. PLYWOOD 2 1/2" METAL STUD FRAMING 8" SMOOTH-FACE CMU, TOP TWO COURSES TOP CMU GROUT SOLID 8" SPLIT-FACE CMU REF 9 A4.2 112'-0" TOM CONT. TREATED 2x4 NAILER 5" HIGH FASCIA COVER NON-CURING SEALANT GASKETED FASTENER AT 12" OC GALVANIZED FORM RAIL BACKER ROD AND SEALANT 1'-0 1/8" 1/2" EXTERIOR GYP. BD. 8 1/2" INSULATED PRECAST WALL PANEL EIFS CORNICE 1-1/2" EIFS INSULATION SYSYTEM METAL FLASHING TO BE PAINTED TO MATCH ADJACENT MATERIAL 1 2 6 2 6 1 1" 7" R3 R3 108' 10 1/2" BO EIFS BAND BLIND MASONRY SIDING NAIL (TYP.) ALUMINUM FRAME RECEPTOR AT HEAD ONLY GLAZING SEALANT BOTH SIDES 1/4" SHIM HSS BEAM REF STRUC METAL FRAMING REF STRUC PRE-FINISHED METAL SOFFIT PANELS 20 GAUGE METAL TRACK EA SIDE ATTACH WITH (2) #12 TEK SCREWS AT 24" OC A FULLY ADHERED ALUMINUM BRAKE FORMED CLADDING TO MATCH STOREFRONT BATT INSULATION WEATHER BARRIER ON 3/4" EXTERIOR PLYWOOD ON METAL STUD FIBER CEMENT SIDING METAL FLASHING BATT INSULATION 1/2" GYP BD J CHANNEL 2'-11 1/4" ROOFING SYSTEM 1/2" EXTERIOR GYP.BD. SHEATHING STEEL ANGLE, REF STRUCT MEMBRANE ROOFING WRAP OVER CORNICE ASSEMBLY 2 1/2" 1/2"2 1/2" 8 1/2"1'-6"2" 3/4" EXTERIOR PLYWOOD EIFS INSULATION SYSTEM ON VAPOR BARRIER FACE OF METAL STUD 5/8" EXTERIOR GYP. BOARD SHEATHING BATT INSULATION AND VAPOR BARRIER 4 20 1 6 2 1 / 2 2 1 1 2 STEEL BEAM, REF STRUCT A4.1 12 PLAN 2'-10REF 1/2" A3.1 8 CONTINUOUS SEALANT CONT.TRATED 2X6 NAILER TAPERED R G D NSULAT ON OVER 3 4 P T PLYWOOD 1/2" HIGH FASCIA COVER GASKETED FASTENER AT 12" OC GALVANIZED FORM RAIL METAL FRAMING, REF STRUC SLOPE 1/4"/FT NON-CURING SEALANT 1'-5 3/4" 13 123' 4" TOS A TOM 121'4" A4.2 10 8" SPLIT FACE CMU STEEL JOISTS, REF STRUCT STEEL COLUMN, REF STRUC ROOFING SYSTEM 3'-0"1'-0" 1/2" GYPSUM BOARD PARTITION, REF FLOOR PLAN 6" 1 2 1 4 2 1 / 4 1 2 2 R212 R212 BACKER ROD AND SEALANT. PROVIDE WEEPS PER MFR RECOMMENDATIONS, REF SPECS BLIND NAILING SIDING FASTENER(TYP.) FIBER CEMENT SIDING EIFS CORNICE STARTER STRIP METAL FLSHING, PAINT TO MATCH ADJACENT MATERIAL WEATHER BARRIER ON 3/4" EXTERIOR PLYWOOD ON METAL STUD METAL STUD FRAMING, REF STRUC 1/2" 1 3 3 2 5 1 2 1 R=3" R=3" 6"1"1 1/2" 2" 9 1 / 2 3 1/4" 0 10 3 / 8 10" 1 GA CL P ANGLE W TH 2 10 TEK SCREWS TO STUD AND 3 1 4X1 3 TAPCON SCREWS NTO MASONRY TYP CONT. TREATED 2x4 NAILER 2-1/2" GALV. METAL FRAMING @ 24" OC 1 2 EXTER OR GYPSUM BOARD SHEATH NG DR P REVEAL #10 EK SCREWS TYP E FS CORN CE TAPERED R G D NSULAT ON OVER 3 4 P T P YWOOD 8 2 NSULATED PRECAST WAL PANE REF A4.2 TOP REF ELEV 5" HIGH FASCIA COVER NON-CURING SEALANT GASKETED FASTENER AT 12" OC GALVANIZED FORM RAIL 1'-3 1/2" SLOPE MEMBRANE ROOFING WRAP OVER CORNICE ASSEMBLY 3/4" 9 1 4 SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AB/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 3 2 0 0 4 2 1 3 P M C U b D 0 3 3 Y A P H A N K N Y 1 0 M a nA R C H R V 8 b e n o s k v A4.2 LOWER ROOF PLANS AND DETAILS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1/8" = 1'-0" 2 LOWER ROOF PLAN 1/8" = 1'-0" 1 LOWER ROOF PLAN 1 1/2" = 1'-0" 10 CORNICE AT CMU 1 1/2" = 1'-0" 3 CORINCE DETAIL 3" = 1'-0" 5 SMALL CORNICE DETAIL 1 1/2" = 1'-0" 6 VESTIBULE SOFFIT 1 1/2" = 1'-0" 11 CORNICE AT STUD WALL 1 1/2" = 1'-0" 12 ROOF DETAIL 3" = 1'-0" 9 DETAIL 3" = 1'-0" 8 DETAIL 3" = 1'-0" 7 LARGE EIFS CORNICE 1 1/2" = 1'-0" 4 CORINCE DETAIL KEYNOTE LEGEND 7.411/2" PER FT TAPERED INSULATION CRICKET ISSUE BLOCK
5 A4.3 4 x4 ALUM NUM SUPPORT UBE 4 x ALUM NUM TUBE SCA LOPED ENDS 2 4 ALUM NUM SUPPORT TUBES 2 AT EACH REL S SUPPORT TYP 2 2 ALUM NUM SQUARE TUBES @ 8 O C TYP PRE-CAST CONCRETE S L 8 SPL T CMU CONCRETE CURB MANUFACTURERED STONE VENEER E FS CORN CE 1 20 11'-0" T R E L L S S U P P O R T T Y P 81 0 1'-0"2'-0"1'-2"1'-2"2'-0"1'-0" CONCRETE SIDEWALK CONCRETE CURB 4'-2"2'-8"4'-2" MANUFACTURED STONE VENEER T R E L L S S U P P O R T T Y P 68 ℄ 37 37 8" SPLIT CMU PRE-CAST CONCRETE SILL 4"x4" ALUMINUM SUPPORT TUBE 2"x4" ALUMINUM TUBES, (2) AT EACH TRELLIS SUPPORT, TYP 2"x4" SQUARE (2) AT EACH TRELLIS SUPPORT, TYP 100' 0" FF EL 110' 0" B.O. TRELLIS A4.3 FILL IN LEAN CONCRETE. REF STRUCTURAL. PROVIDE SLOPE FOR POSITIVE DRAINAGE TO WEEPS A3.1 5 SP2.1 9 34 8 WIDTH OF TRELLIS 38'-0" 10'-0"2'-8"10'-0"2'-8"10'-0"2'-8" 1 00 28 5 A4.3 SIM MEMBRANE ROOF NG WRAP OVER TOP OF P LASTER FASTENERS WITH NEOPRENE WASHERS @ 24" OC 2x WOOD NAILER 2-1/2" GALV. METAL FRAMING @ 24" OC CONT. SEALANT TYP CONT. EDGE SEALANT AS REQUIRED BY ROOF MANUFACTURER 1 2 EXTER OR GYPSUM SHEATH NG # 0 TEK SCREWS TYP METAL COP NG W CONT METAL CLEAT REF SPEC F CAT ONS TAPERED R G D NSU AT ON OVER 3 P T PLYWOOD SLOPE SLOPE METAL FLASHING TO BE PAINTED TO MATCH ADJACENT MATERIAL 8" SMOOTH FACE CMU E FS CORN CE REF DETA L 0 A3 3 BLIND NAILING SIDING FASTENER(TYP.) 8" SMOOTH FACE CMU BOND BEAM REF STRUCTURAL BACKER ROD & SEALANT, TYP SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AB/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 P A L c e n s e N o R A 0 1 6 8 3 3 1 3 2 0 0 4 2 1 5 P M C U b D 0 3 3 Y A P H A N K N Y 1 0 M a nA R C H R V 8 b e n o s k v A4.3 TRELLIS PLAN, ELEVATION AND SECTION Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1/8" = 1'-0" 2 TRELLIS ELEVATION 4 TYPICAL TRELLIS COMPONENTS - AXONOMETRIC 1" = 1'-0" 5 PILASTER AND TRELLIS 1/8" = 1'-0" 1 FLOOR PLAN ISSUE BLOCK 1 1/2" = 1'-0" 3 EIFS CORNICE TOP PILASTER
GR VESTIBULE CART STORAGE FOOD SERVICE TENANT TENANTTENANT MEN WOMEN STORE MANAGERS OFFICE COUNTING CASH E D C SITE TO STORE STORAGE REF GROCERY GM VESTIBULE CART STORAGE 2 A6.2 4A A6.2 3 A6.3 A6.3 A6.3 A6.2 SIM 2 A6.3 A6.3 SIM LAP BOTTOM TRACKS AT SIM. ATTACH AT ADJACENT WALLS WITH (3) #10 TEK SCREWS A L C O V E H A L L W A Y REF 1 A5.5 1 A6.3 CUSTOMER SERVICE REF 1 A5.3 REF 1 A5.1 R E F 1A 5 1 R E F 1A 5 1 REF 1 A5.1 REF 1 A5.1 R E F 7A 5 1 REF 7 A5.1 REF 7 A5.1 REF 7 A5.1 REF 1 A5.3 LAP BOTTOM TRACKS 1'-0" MIN AT SIM. ATTACH AT ADJACENT WALLS WITH (4) #10 TEK SCREWS 1 A6.3 REF 1 A5.1 REF 1 A5.4 REF 1 A5.4 21'-7 1/4"28'-0"47'-4"18'-4"22'-2"6'-0"25'-0 3/4"22'-8 1/4"10'-11"25'-6 5/8"10'-6 1/2"28'-5 3/4"41'-2" 3 31 1 7 8 4 A6.2 A C 3 5 6 8 9 3.3 3.6 7.8 8.2 8.4 3.8 C.3 A P O F F C E R E F 1A 5 1 2 A6.3 LAP BOTTOM TRACKS AT SIM. ATTACH AT ADJACENT WALLS WITH (3) #10 TEK SCREWS 1 A6.3 UPC/UPS REF 1 A5.1 34'-0"38'-0" 1'-3 7/8" MO 3'-4"8'-0 1/8"9'-3 1/8" MO 3'-4"16'-8" MO 3'-4"4'-8" MO 3'-4"45'-4 7/8"10'-8" MO 53'-4"3'-4"1'-4"34'-8"34'-0"29'-4"4'-10" 4 7 B.6 B 4 A6.2 1 A6.2 3 A6.2 4 1 A6.3 6" METAL STUD BULKHEAD BOTTOM OF STUD AT 9'-0" AFF 6" METAL STUD BULKHEAD BOTTOM OF STUD AT 9'-0" AFF REF A5.5 RECYCLING CENTER REF A5.7 2'-0" A4.3 REF A5.0 20'-0"8'-3" -A 0 A5.0 7 1-GA3 PICKUP STORAGE REF GROCERY REF 1 A1.0 A5.8 3 A5.8 4 3M C 1 2M C 1 4-MC1 5'-3" ℄ 12'-2"56'-11" 13'-6"15'-0"6'-4"14'-8"12'-1"56'-7"9'-0"20'-4" 2 54 56 17 83 26 83 56 17 83 26 83 30 2 53 4'-2"6'-0"6'-0"6'-0"6'-0"6'-4" 31 31 31 31 31 1 36 19 26 83 2 57 13'-2" 56 1 0 47 24 46 23 47 60 14 60 14 1 06 55 47 29 47 29 47 7 83 29 83 28 31 1 8 8'-6" 17 OPEN TO CUSTOMER SERVICE OPEN TO BEYOND OPEN TO TENANT OPEN TO MONEY CENTER OPEN TO FOOD SERVICE TENANT PS7 8.02 P162 8.02 P162 BEYOND REF 10-A6.1 PROVIDE VERTICAL SLIP JOINT DETAIL AT INTERSECTION OF SUSPENDED BULKHEADS AND GROUND SUPPORTED WALLS FRONT TENANT WALL TO HAVE 5/8" IMPACT RESISTANT GYPSUM BOARD TO 48" AFF. EXTEND INTO ALCOVE 123 PAINT TRANSITION LINE AT 14'-0" AFF BEYOND 8.09 8.09 8.09 8.09 PAINT TRANSITION LINE REF 10 A6.1 9.94 9.94 9.02 9.02 9.02 PS1 P209 P162 P209 P209 P162 9.07 3 5 6 8 9 P162 9.07 9.07 9.07 TYP 9.07 REF 10 A6.1 6.27 PS7 B6 B6 B6 PS7 6.27 6.27 PS7 PS7 6.27 6.27 9.07 9.07 PS7 P209 9.21 9.21 9.07 P209 PS7 6.27 9.21 P76 9.02 9.02 6.27 PS7 9.21 TYP REF 10 A6.1 EACH SIDE P209 9.07 9.07 4 7 REF 10 A6.1 9.96 9.94 9.96 9.94 9.96 9.02 9.02 P162 REF SHEET GA3 FOR FINISHES PAINT TRANSITION LINE 9.07 6.27 A6.2 A6.2 SIM 9.21 4 7 3 5 6 8 9 8.4 3.3 3.8 7.8 PH2.1 1 PAINT TRANSITION LINE LEDGE SYSTEM LEDGE SYSTEM LEDGE SYSTEM LEDGE SYSTEM REF 7 PH2 REF 7 PH2 REF 7 PH2 REF 7 PH2 PIPE WALL 18 GAUGE SHEET METAL COLLAR AROUND PIPE OPENING PAINT COLLAR TO MATCH ADJACENT WALL COLOR FOAM AND SEAL OPENING AFTER INSTALLATION OF PIPE CONTINUOUS SEALANT BOTH SIDES SHEET NOTES 1. REFERENCE SHEET A7 FOR SCHEDULE FINISH KEY. 2. REFERENCE SHEET N1 FOR TACTILE SIGNAGE. 3. ALL ELECTRICAL WORKAND POWER DISCONNECTION BY GC. DATA BY WALMART AND VENDOR. 4. INSTALLATION OF POWER POLES BY GC. 5. ALL REGISTERS TO BE INSTALLED BY WALMARTAND VENDOR. 6. GENERAL CONTRACTOR RESPONSIBLE FOR ALL ELECTRICAL WORK. 7. GENERAL CONTRACTOR RESPONSIBLE FOR ANCHORS AND ALL GONDOLA ANCHORAGE. 8. GENERAL CONTRACTOR TO REFER TO FIXTURE ANCHORAGE PLAN FOR ANCHORAGE REQUIREMENTS. 9. GENERAL CONTRACTOR TO INSTALL RAILING PER MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS FOR INSTALLATION AND ANCHORING. 10.CAULK BASE OF ALL CHECKOUTS TO FLOOR WHEN LOCATION IS FINALIZED. 12'X2' SLAT WALL PANELS, GC PROVIDED. GC TO REMOVE ANY LAMINIATE AND BASE PRIOR TO INSTALL. REF SPECS FOR INSTALLATION AND CUTTING REQUIREMENTS OF SLAT WALL PANELS. T O C E L N G O R 1 00 W H E N E X P O S E D S T R U C T U R E REF PLAN CUT OR STACK AS REQUIRED. REF SPECS FOR CUTTING REQUIREMENTS TWO END PANELS PER VESTIBULE TO BE ORDERED WITH EDGE BANDING ON VERTICAL EDGE FOR FINAL EXPOSED EDGE ANY MODIFICATIONS TO STANDARD WIDTH OF PANELS SHOULD MAINTAIN SPACING OF SLAT TO GAP 10.33 10.33 CUT PANEL AS REQUIRED FOR DOORS IN AREA OF SLAT WALL. REF SPECS FOR CUTTING REQUIREMENTS G 4'-0"4'-0" 14'-0" F.V. 22'-0" INSIDE FACE TO BE FLUSH WITH OPENING DO NOT ATTACH END TO CENTER PIECES OF LEDGE SYSTEM. MAINTAIN VERTICAL SLIP JOINT AT EDGE OF OPENING WHEN LEDGE IS INSTALLED ON ROOF SUPPORTED HEADER LEDGE SYSTEM REF PH2 P76 P76 17 17 P209 2" 1 A A PLAN VIEW FLOOR ANCHOR THRU BOTTOM HOLE IN TUBE 3/8''-16x3" WEDGE ANCHOR AT ENDS AND AT EACH SECTION, DRILL TO MIN. DEPTH OF 1 3/4". .4602" DIA HOLE BY VENDOR UPRIGHT TUBE BY VENDOR FLOOR TUBE RAIL BY VENDOR G.C. TO REFERENCE MANUFACTURER'S CUT SHEETS FOR NUMBER AND LOCATIONS OF FLOOR ANCHORS. EXISTING FLOOR TO REMAIN SECTION VIEW PICKUP WALL SYSTEM INFO HJC/WALMART CUSTOMER SERVICE TEAM WMCSR@HJCINC.COM, 800-459-7099 MANUF: idX www.idxcorporation.com DIM: EACH PANEL = 47.71"H 47.688"L x 2"D 1 1 2 1 1/2" Y6 1/2" PAINT GYP P131 NEW FLASHING, TYP OF 2. ADD B9 BASE TO CHASE WHERE EXPOSED OR VISIBLE TO CUSTOMER PROVIDE ACCESS PANEL IN CHASE. REF MEP AND SPECS PU PANEL 2'-8" 28 STOP CHASE 4" BELOW BOTTOM OF STRUCTURE. PROVIDE DIAGONAL BRACING AT EACH CORNER OF TWO ADJACENT WALLS MINUMUM. REF 7 A6.1 ADD DB5 BASE TO CHASE WHERE EXPOSED OR VISIBLE TO CUSTOMER REF 5 GA2.1 PS7 6.27 SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 0 2 1 0 1 8 3 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 0 M nA R C H R V 2 0 d b e o E 5 Z M R v A5.0 VESTIBULE Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1" = 10'-0" 1 VESTIBULE FLOOR PLAN 1" = 10'-0" 2 VESTIBULE ELEVATION KEYNOTE LEGEND 6.2748" HIGH WAINSCOT 8.02HOLLOW METAL DOOR AND FRAME 8.09AUTOMATIC SLIDING ENTRANCE DOORS 9.02GYPSUM BOARD CONTROL JOINT 30'-0" OC MAXIMUM 9.075/8" GYPSUM BOARD 9.215/8" ABUSE RESISTANT GYPSUM BOARD TO 48" AFF 9.94GYPSUM BOARD VERTICAL SLIP JOINT 9.96GYPSUM BOARD HORIZONTAL SLIP JOINT 3/4" = 1'-0" 3 WALL PENETRATION 1/4" = 1'-0" 5 SLAT WALL ELEVATION 3/16" = 1'-0" 4 AUTO CENTER ELEVATION 3" = 1'-0" 6 PICKUP WALL SYSTEM FLOOR MOUNTING 3/8" 1'-0" 7 GR REFRIGERATION CHASE OPEN TO ACC ISSUE BLOCK 1REV #105/08/2020 4ADD409/18/2020 6CCD#302/22/2021 7CCD#404/01/2021 12CCD#906/07/2021 14CCD#1107/09/2021 17CCD#14XX/XX/XXX X
3-A5 1 A5.1 BULKHEAD AT 9'-0" AFF 113A SAFE 1 A9 11 A6.1 RE STRUC PASS THRU A5.1 CUSTOMER SERVICE DESK FURNISHED BY OWNER INSTALLED BY GC EA SIDE 108A 7.05 107A 2A 5 1 A6 153A 102A 7.8 CUSTOMER SERVICE 105 UPC/UPS 153 ALCOVE 123 STORE MANAGERS OFFICE 113 CASH 107 COUNTING 108 EDC 2 122 RETURN STORAGE 106 AP OFFICE 119 ALCOVE 133 ICE MACHINE ALCOVE 132 MECHANICAL 102 A6 C6 C3 1 28 8'-0 1/2" 119A 4A 5 1 C3 A6 A6 C3 C3 C3 A3 A3 A3 A3 A3 5'-6"15'-6"4'-6 5/8"10'-6 1/2" 43 5 8 1 21 1 7 8 38 60 CASH RECYCLE 1 00 1 A9 1 A9 1 A9 12-A6.0 1 2A 6 0 4"x28"x28" RAISED UNREINFORCED CONC PAD FOR WATER HEATER 95 3 / 4 52 7 8 SIM A6 A6 A6 26 20 7 B.6 B A3 A6 A6 D3 11'-3 7/8"5'-2 3/8"6'-2"10'-11"1'-8"24'-4 1/4"9'-5 3/4"7 1/8" 74 7 8 1 A9 A9 11'-11 1/4" G2 G2 10'-0 1/2" A3 A3 4 5 5/8" 1 86 3 4 10.71 10.71 CHECK WRITING DESK. PROVIDED BY WALMART, INSTALLED BY GC 1 A6.3 A6.3 1 A6.3 10 6'-0"4'-6"9'-0" 54 24 8'-6"5'-0" 52 10.71 MILLWORK AND COUNTERTOP REF SHEET A9 10.71 10.71 4-A9.1 39 ATM MG035 ICE MERCHANDIZER 10.71 10.71 10.71 X6 T6 10.71 5 5/8" 9 1'-0 3/4" EQEQ TYP 2" (3) VERTICALLY ORIENTATED DIGITAL DISPLAYS AT 5'-8" AFF TO BOTTOM OF MONITOR HALLWAY 110 VERIFY SIZE OF PREMANUFACTURED POCKET AND LOCKING POST LOCATIONS WITH SIDE FOLDING GRILLE MANUFACTURER REF FOOD SERVICE ARCHITECTURAL DOCUMENTS FOR INTERIOR DESIGN. BULKHEAD AT 9'-0" AFF A6.2 CO2 FILL PORT EACH SIDE 801C EACH SIDE A6.2 7 BULKHEAD MUST CONTINUE TO BACK SIDE OF POCKETS. SUSPEND TRACK FROM STRUCTURALLY SUPPORTED BULKHEAD 110J 402B TENANT 801 TENANT 800 FOOD SERVICE TENANT 402 ICE MACHINE ALCOVE 131 800C 5 3.8 A6 A6 A6 A6 G6 G6 G6 33'-10" 35 17 55 3 8 4 B.6 B A6 10.44 10.44 10.44 10.44 10.44 24'-5 7/8" A8.1 27 A8.1 27 MG020 ICE BAGGING MACHINE MG011 WATER DISPENSER 13'-6" 4 7/8"46'-6 3/8"18'-4"22'-2"6'-0" 31 1 1 / 2 7 A6 T6 5 A5.1 6.17 6.17 B6 PS1 PS1 P131 9.07 9.07 OPEN TO BEYOND P131 9.07 PS7 6.27 OPEN TO BEYOND DIGITAL DISPLAY MONITORS REF FURNISHING SHEETS MILLWORK AND COUNTERTOP REF SHEET A9 P76 CONT SEALANT 6" METAL STUDS 1/2" PLYWOOD 5/8" IMPACT RESISTANT GYPSUM BOARD HEADER REF 1-A6.1 6" METAL STUDS A5.1 8 CEILING AS SCHEDULED 2x4 UNPAINTED WOOD BUMPER SCREW AT 16" OC 72 13 PROVIDE CONTINUOUS 2"x8" BLOCKING WITHIN WALLS FOR TV MOUNTS DIGITAL DISPLAY MONITOR OWNER FURNISHED AND INSTALLED MONITOR BRACKET OWNER FURNISHED AND GC INSTALLED MONITOR SUPPORT BRACKET CONTACT: WREN SOLUTIONS (800) 881-2249 OPTION 3 FOR SALES orders@wrensolutions.com 35 1 2 17 4 1 4 B6 WB 6 PL9 1x WOOD BLOCKING 6"x16 GA CONT MTL TRACK 1/2" PLYWOOD 6" METAL STUD 5/8" IMPACT RESISTANT BOARD 3/4" 1 1 2 PLASTIC LAMINATE ON 3/4" SUBSTRATE A9 5 OH SIM EACH SIDE TOP TRACK 6" METAL STUD DOUBLE MTL STUD AT JAMBS SECTION TOP TRACK FULL HEIGHT METAL STUD JAMB 6" METAL STUD ATTACH TO JAMB WITH ROWS OF #10 TEK SCREWS AT 12" OC SECTION SHEET NOTES 1. INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD/CMU UNO 2. REF SHEET A9.1 FOR MILLWORK AND COUNTERTOP DETAILS 3. REF SHEET A7 FOR FINISH KEY 4. REF SHEET N1 FOR TACTILE SIGNAGE 6.17 9.07 PS1 B6 P131 6.17 PS1 CUSTOMER SERVICE DESK FURNISHED BY OWNER INSTALLED BY GC MILLWORK AND COUNTERTOP REF SHEET A9 P131 OPEN TO BEYOND 8.02 6.17 P131 PS1 B6 10.71 P1000T UNISTRUT TOP AND BOTTOM (32" MIN LENGTH) 2x6 BLOCKING AT ANCHOR POINTS ATTACH P1000T TO BLOCKING AT ENDS AND 4" OC BETWEEN WITH 5/16" x 2" LAG SCREW AND WASHER 3/8" UNISTRUT CHANNEL NUT AND BOLT WITH LOCK WASHER AT CABINET MOUNT POINTS (4 MIN) 6" METAL STUDS E L E V A T O N DATA SWITCH ENCLOSURE FURNISHED BY OWNER R E F S D P L A N G M G R C 4 1 R E V T L E G D C 2 8 8 ℄ ℄ #10 TEK SCREW EACH FLANGE 3" OC (3 MIN) 20 GA STUD TRACK FULL DEPTH OF BLOCKING L3X3X6 16 GA ATTACH TO STUD WITH (3) #10 TEK SCREWS AND TO BLOCKING WITH (3) 5/16"X1-1/2" LAG SCREWS 2X6 BLOCKING P1000T UNISTRUT DATA SWITCH ENCLOSURE 5 REF PARTITION TYPES FOR WALL SUBSTRATE REF PARTITION TYPES FOR WALL SUBSTRATE STUD WALL CONDITION MASONRY WALL CONDITION ELEVATION SECTION PLAN 3/8" HILTI HLC OR EQUIVALENT SLEEVE ANCHOR WITH 1-1/2" EMBEDMENT (4 MIN) DATA SWITCH ENCLOSURE FURNISHED BY OWNER SECTION MASONRY WALL (2) STUD CAVITIES MIN DATA SWITCH ENCLOSURE FURNISHED BY OWNER REF ISD PLAN BO ENCLOSURE CABINET MOUNT POINTS (TYP) 16" TYP 2X6 BLOCKING BEYOND METAL STUDS BEYOND P1000T UNISTRUT S E C T O N PLAN SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 2 2 2 0 1 4 1 3 2 P M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 M a nA R C H R V 2 d b a o v t A5.1 ENLARGED PLANS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 KEYNOTE LEGEND 6.17PROTECTIVE WALL SURFACING WITH OUTSIDE CORNER TRIM 6.2748" HIGH WAINSCOT 7.05BATT INSULATION 8.02HOLLOW METAL DOOR AND FRAME 9.075/8" GYPSUM BOARD 10.44STAINLESS STEEL SHELF 10.71ALUMINUM CORNER GUARD 1/4" = 1'-0" 1 CUSTOMER SERVICE AND OFFICE ENLARGED PLAN 1/4" 1'-0" 7 ENLARGED PLAN 1/4" = 1'-0" 3 CUSTOMER SERVICE ELEVATION 3/4" = 1'-0" 5 RETURNS SECTION 1 1/2" = 1'-0" 8 RETURNS WALL CAP 3/4" = 1'-0" 9 PASS-THRU FRAMING 1/4" = 1'-0" 2 CUSTOMER SERVICE ELEVATION 1/4" = 1'-0" 4 CUSTOMER SERVICE ELEVATION 1" = 1'-0" 6 DATA SWITCH ENCLOSURE ATTACHMENT ADJUSTIBLE SHELVING (NIC) ADJUSTIBLE SHELVING (NIC) ADJUSTIBLE SHELVING (NIC) ISSUE BLOCK 6CCD#302/22/2021
5'-0" DIAMETER TURNAROUND SHEET NOTES 1. INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD CMU PRECAST UNO 2. WALMART FURNISHED AND INSTALLED ITEMS SHOWN DASHED UNO 9 10 B.6 B A6 RECEPTION 708 EXAM #2 706 EXAM #1 705 PRETEST 704 CONTACTS 702 OPTICAL SALES 700 VESTIBULE 711 20'0 3/4"9'4"13'5 1/4" REFERENCE FOR SOUND ATTENUATION INFORMATION ℄ 1'-0" 3'-0" 30 16 PO 7'4"15'5" INSTALL BASE AFTER INSTALLATION OF OWNER PROVIDED CABINETS IN CONTACTS, EXAMS, PROCESSING, AND RECEPTION A3 12 1 52 83 1 2 705A 706A 701A 708A 711C A3 C6 A3 G2 12 A3 12 12 G2 G2 A3 12 G2 A6 A3 12 A3 12 A6 C6 H2 E MAINTAIN 5'-0" DIAMETER TURNAROUND OR T-SHAPED TURNING SPACE EXAM CHAIR EXAM ARMSTAND ADA DOOR MANEUVERING CLEARANCE 12 CEILING FEATURE REF SHEET A1.2 "SANTA MARGHERITA" QUARTZ LYSKAM TOP "SANTA MARGHERITA" QUARTZ LYSKAM TOP5-A5.2 6-A5.2 1 3A 5 2 1 3A 5 2 12 C3 C3 12 12 12 EQEQ 86 1 2 40 G2 12 7 A6.3 REFERENCE FOR SOUND ATTENUATION INFORMATION 8 A6.3 4' 0" HEIGHT ALUMINUM CORNER GUARD TYPICAL ALL OUTSIDE CORNERS. REFERENCE FOR SOUND ATTENUATION INFORMATION A6.3 12'-11 1/2" D6 711A PROCESSING 701 11'-0"10'-9" 55 28 60 80 71 0 EQEQ 2 50 56 1 00 56 6'-8"7'-0"6'-0"5'-0"6'-10" 8 A6.3 5'-7"4'-9" POWER POLE POWER POLE POWER POLE 8'-2"3'-6"8'-3"2'-0"8'-3" 2A 5 2 4A 5 2 3-A5 2 6 4" BASE OWNER FURNISHED, GC INSTALLED MIRROR, TYP OWNER FURNISHED, GC INSTALLED SHADOW BOX OWNER FURNISHED, GC INSTALLED WALL MOUNTED SIGNAGE, TYP. FRAME BOARD WITH ACRYLIC DISPLAY SHELVES OWNER FURNISHED, GC INSTALLED 50 26 RB5 1'-5"3'-11"6'-2"1'-5"6" 11'-3" 26 45 7"3'-11"5" P208 P208 P207 P207 P207 W A L L M O U N T E D S G N A G E 80 OWNER FURNISHED, GC INSTALLED MILLWORK, TYP 61 1 1 2 25 61 1 1 2 P207 RB5 46 4'-0"6"1'-5 1/2" 1/2" 2'-0"4'-0"6"2'-9"5"6'-10"5"2'-9"3'-6"1'-6" A5.2 OWNER FURNISHED, GC INSTALLED SLAT WALL FIXTURE TRAY PROCESSING CABINET FURNISHED BY OWNER, INSTALLED BY GC 30 30 OWNER FURNISHED, GC INSTALLED IMPULSE SUN FIXTURE OWNER FURNISHED, GC INSTALLED 4" BASE P207 EQEQ 6'-10" 2"2" 11 3 8 21 0 20 42 4 TRAY PROCESSING CABINET FURNISHED BY OWNER, INSTALLED BY GC ℄ OWNER FURNISHED 3RD PARTY INSTALLED 55" DIGITAL DISPLAY MOUNTED VERTICALLY MODULAR FEATURE WITH 2" x 3/4" WOODEN SLATS PER SPACED 2" APART FURNISHED BY OWNER, INSTALLED BY GC DIGITAL DISPLAY MOUNTING BRACKET OWNER FURNISHED, GC INSTALLED DATA AND ELECTRICAL RECEPTACLES 26 45 6 4'-11 1/2"3'-11 1/2"5 1/2"1'-4 1/2"11'-3"1'-4 1/2"1/2" OWNER FURNISHED, GC INSTALLED MILLWORK OWNER FURNISHED, GC INSTALLED MIRROR 4" BASE OWNER FURNISHED, GC INSTALLED MIRROR OWNER FURNISHED, GC INSTALLED SHADOW BOX OWNER FURNISHED, GC INSTALLED WALL MOUNTED SIGNAGE, TYP. P208 P207 P207 RB5 3'-11 1/2" 45 26 26 45 50 W A L L M O U N T E D S G N A G E 80 FRAME BOARD WITH ACRYLIC DISPLAY SHELVES OWNER FURNISHED, GC INSTALLED 46 25 5 3 1 2 16 3 1 2 14 1 2 3 1 2 ALIGN TOP OF SLAT WALL FIXTURE WITH ADJACENT FRAME BOARDS. CLEAT DIMENSIONS FURNISHED ARE FOR REFERENCE, CONFIRM CLEAT MOUNTING HEIGHTS WITH MANUFACTURERS INSTRUCTIONS OWNER FURNISHED GC INSTALLED CLEATS, CONFIRM CLEAT MOUNTING HEIGHTS WITH MANUFACTURERS INSTRUCTIONS OWNER FURNISHED GC INSTALLED SLAT WALL FIXTURE 4" BASE RB5 45 26 FRAME BOARD WITH ACRYLIC DISPLAY SHELVES OWNER FURNISHED, GC INSTALLED P207 4" BASE RB5 7'-8 1/2"1'-9"7'-8 1/2"2'-0" OWNER FURNISHED, GC INSTALLED MILLWORK OWNER FURNISHED, GC INSTALLED MILLWORK SOAP AND PAPER TOWEL DISPENSER 3 18 10 51 2'-52'-7"2'-6"2'-6"1/2" OWNER FURNISHED, GC INSTALLED COUNTER AND BACKSPLASH OWNER FURNISHED, GC INSTALLED COUNTER SUPPORT BRACKETS A5.2 9 A5.2 RB5 4" BASE 30 49 10 A5.2 11 A5.2 12 A5.2 12'-0" FILLER PANEL 2'-0" 18 4 1 2 3 1 2 1'0" OWNER FURNISHED GC INSTALLED CLEATS INSTALL OWNER FURNISHED GC INSTALLED UPPER CABINET CLEAT DIMENSIONS FURNISHED ARE FOR REFERENCE, CONFIRM CLEAT MOUNTING HEIGHTS WITH MANUFACTURERS INSTRUCTIONS R E F R T O E L E V A F F OWNER FURNISHED GC INSTALLED COUNTER AND BACKSPLASH OWNER FURNISHED GC INSTALLED SINK AND BASE CABINET SECURED TO STUDS, FINAL CONNECT BY GC CONTINUOUS SEALANT KNEE AND TOE CLEARANCE 11"6" 23 9 4" BASE RB5 "SANTAMARGHERITA" QUARTZ ISTRIA COUNTERTOP AND BACKSPLASH 21 0 2'1" CLEAT DIMENSIONS FURNISHED ARE FOR REFERENCE, CONFIRM CLEAT MOUNTING HEIGHTS WITH MANUFACTURERS INSTRUCTIONS OWNER FURNISHED GC INSTALLED CLEATS OWNER FURNISHED GC INSTALLED UPPER CABINET 4 1 / 2 3 1 2 30 1'0" R E F R T O E L E V A F F KNEE AND TOE CLEARANCE OWNER FURNISHED GC INSTALLED COUNTER AND BACKSPLASH OWNER FURNISHED GC INSTALLED COUNTER BRACKET PER MANUFACTURERS INSTRUCTIONS, SECURED TO STUD CONTINUOUS SEALANT 4" BASE RB5 "SANTAMARGHERITA" QUARTZ ISTRIA COUNTERTOP AND BACKSPLASH 2'1" OWNER FURNISHED GC INSTALLED COUNTER AND BACKSPLASH OWNER FURNISHED GC INSTALLED BASE CABINET CONTINUOUS SEALANT 21 0 4" BASE RB5 "SANTA MARGHERITA" QUARTZ ISTRIA COUNTERTOP AND BACKSPLASH 2'1" 10.05 10.29 COUNTER, AND CABINETS ARE WALMART FURNISHED AND INSTALLED SINK WALMART FURNISHED GC INSTALLED 21 1 2'-6"3'-0"2'-0" 34 SECURE NEW FURRED WALL TO WALL TRACK AT EVERY STUD SECURE NEW METAL STUD TRACK TO EXISTING WALL AT EVERY STUD MAINTAIN GAP BETWEEN NEW STUDS AND ACOUSTICAL GRID TO PREVENT INTERFERENCE, CAREFULLY INSTALL NEW WALL FINISHES TIGHT TO THE CEILING GRID MAXIMUM 1/8" GAP. NEW CEILING GRID AND TILE TO REMAIN. INSTALL NEW WALL TIGHT TO THE CEILING GRID, MAXIMUM 1/8" GAP. NEW STUD WITH 1/2" GYPSUM ON 1/2" PLYWOOD, FIELD VERIFY SECURE MILLWORK TO WALL PER MANUFACTURERS INSTRUCTIONS WITH CLIPS PROVIDED, BY GC REF PLAN 10'-0" CEILING HEIGHT NEW STUD WITH 1/2" GYPSUM ON 1/2" PLYWOOD, FIELD VERIFY ALL WOOD MATERIAL SHOWN SHALL BE FIRE RETARDANT TREATED WOOD (FRTW) IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE SECTION 603.1. THIS INCLUDES ALL REFERENCES TO "BLOCKING", "NAILERS", "PLYWOOD", "SHEATHING", AND IF APPLICABLE "WOOD STUDS". EXCLUDES MILLWORK 4" BASE RB5 SECURE NEW METAL TRACK TO CONCRETE FLOOR NEW STUD WITH 1/2" GYPSUM ON 1/2" PLYWOOD, FIELD VERIFY NEW STUD WITH 1/2" GYPSUM ON 1/2" PLYWOOD, FIELD VERIFY OWNER FURNISHED, GC INSTALLED MILLWORK SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 2 2 2 0 1 4 1 2 7 P M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 M a nA R C H R V 2 d b a o v t A5.2 VISION CENTER Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 KEYNOTES 10.05PAPER TOWEL DISPENSER; SURFACE MOUNTED 10.29SOAP DISPENSER, MOUNT AS SHOWN IN PLAN WITH TOP OF DISPENSER 46" AFF 1/4" = 1'-0" 1 FLOOR PLAN 1/2" = 1'-0" 4 DISPLAY FIXTURE ELEVATION 1/2" = 1'-0" 3 DISPLAY FIXTURE ELEVATION 1/2" = 1'-0" 2 DISPLAY FIXTURE ELEVATION COLOR LEGEND P207"CONTEMPORARY GRAY" SW #1465 P208"CANDID BLUE" SW #6953 RB5ROPPE VINYL BASE 1" = 1'-0" 7 MILLWORK ACCESSORY SLAT WALL(OWNER FURNISHED, GC INSTALLED) 1/2" = 1'-0" 5 DISPLAY FIXTURE ELEVATION 1/2" = 1'-0" 6 PROCESSING ELEVATION 1" = 1'-0" 8 MILLWORK SECTION 1" = 1'-0" 9 MILLWORK SECTION 1" = 1'-0" 10 MILLWORK SECTION 1" = 1'-0" 11 MILLWORK SECTION 1" = 1'-0" 12 MILLWORK SECTION 1/2" = 1'-0" 13 EXAM SINK ELEVATION 1 1" = 1'-0" 14 FEATURE WALL DETAIL ISSUE BLOCK 1REV #105/08/2020 2REV #207/15/2020 6CCD#302/22/2021
GM VESTIBULE 101 GM CART STORAGE 104 3A 5 3 4-A5.3 2A 5 3 5-A5.3 10.37 28 M O 1 40 10.37 REF 6 A3.3 5.29 (6) EQUAL SPACES 20'-0"2'-11" 5-A5.4 HC CARTHC CARTHC CART TYP OF HEADER ABOVE REF 5 - A6.2 5'-10"6'-8 1/2"5'-10"3'-1" 5.57 TYP OF 4 28 5'-2"7'-6 1/2"5'-2"6'-0 3/4" 5.57 TYP OF 4 34'-8"34'-0"29'-4" S C K O S K S C K O S K S C K O S K R E C Y C L E 63 ℄ GM VESTIBULE 101A A 8 9 7.8 8.2 8.4 3'-6 1/8" INTERNAL ROOF DRAIN LEADER EQUIPMENT PROVIDED BY OWNER 7 B 1'-0"1'-0" 30 10 A6 AIR CURTAIN REF MECH G3 G3 G3 G3 G3 G3 G3 G3 G3 TYP 10.36 TYP 10.36 4 T Y P 30 101A 101B 3'-3 1/4" 12'-0 1/2"1/2"12'-1" 119A 101C 101D 104C 135B 16 1 2 134B 9 3 4 80 1 2 76 1 4 10.71 TYP 10.71 10.44 1 1 1 8 10.44 12'-0"10'-0"2'-8"10'-0"2'-0"2'-7 1/2"12'-0 1/2"8"12'-0 1/2"2'-7 1/2"2'-0"10'-0"2'-8"10'-0"6'-8" 80" C C 11 1 24 1 2 55 7 8 6'-0"2'-1 3/8"16'-3 1/2"3'-10 3/8" 4'-5 3/4" 1 80 73 5 8 M O 60 3 / 8 48 16.05 80" 134A 4'-0"21'-11"3'-0 5/8" PROCESSING 134 RECYCLING CENTER 135 CAN GLASS PLAS PLAS CAN CAN 1'-3 1/2" 1'-2 1/4" A3 A3 A6 A3 A3 8'-0" C C 1.11 15.01 16.05 C6 A6 R E C Y C L E A8.1 22 A8.1 22 2"4'-10" 7-A5.3 6-A5.3 JANITOR SINK, REFER PLUMBING 12-A6.0 E X T E N T S O F S L A T W A L L 1 77 5 / 8 4 64 P209 9.07 5.57 A PS7 PAINT TRANSITION AT 14'-0" AFF TYP P49E A3.2 1 OH B.6 B LL 9.07 6.27 9.21 PS7 PS7 P131 9.07 9.96 PS7 B6 6.27 9.21 TYP 10.71 9.21 16.05 7.65 P140E 1.01 S1 S1 FCP3 3.11 7.65 8.05 7.35 4.08 5 A6.2 6.27 SLAT WALL REF PLAN FOR SLAT WALL EXTENT, REF 5 A5.0 LOCKABLE ACCESS PANEL 9.07 9.07 P162 P209 P131 OPEN TO CART STORAGE PAINT TRANSITION LINE AT 10'-0" 7 7 7 8.02 5.57 A PS7 B6 P131 PS1 6.27 9.07 9.21 A3.2 P76 B.6 B P49E 6.27 9.21 TYP 6.27 9.21 9.07 LL 8.05 8.02 TYP 10.71 PS7 P209 9.07 S1 4.16 3.11 1.01 FCP3 7.65 P140E 7.65 P140E OPEN TO CUSTOMER SERVICE 9.07 P209 9.07 4.08 3.05 P209 9.07 P162 P162 PS7 7 C C 8.05 5.29 4.09 X 4.09 P131 8.05 P209 PS7 9.07 PAINT TRANSITION LINE AT 4'-0" TYP TYP PS7 P209 7.8 8.2 8.4 5.57 A3.3 A3.1 3 A3.1 3 SIM 7 B6 B6 9.07 6.27 9.21 6.27 9.21 X TYP 10.36 LL C C N N 8.05 8.05 16.05 16.05 LL P140E P209 9.07 P164 4.09 P131 4.09 7.65 P209 PAINT TRANSITION LINE AT 4'-0" P209 9.07 7.8 8.4 A3.1 3 A3.1 3 7 10.71 10.71 P131 P209 TYP 10.36 OPEN TO BEYOND SIM OH 3.30 3.30 RECYCLING CENTER REFER TO SHEET A7 FOR FINISHES B6 PS7 6.27 9.27 TYP B6 PS7 6.27 9.27 TYP PAINT TRANSITION LINE AT 4'-0" AND 10'-0" 7 SHEET NOTES 1. INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD/CMU UNO 2. REF SHEET A7 FOR SCHEDULE FINISH KEY 3. REF SHEET N1 FOR TACTILE SIGNAGE 8 P209 9.07 B6 PS7 6.27 9.21 TYP P131 9.07 PAINT TRANSITION LINE AT 4'-0" AND 10'-0" 7 7 8 7.8 8.2 OPEN TO VESTIBULE 9.07 TYP TYP 9.21 9.21 P131 P209 9.07 1 40 40 60 40 PS7 6.27 PS7 6.27 B6 B6 7 7 SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 0 2 1 0 1 3 9 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 M a nA R C H R V 2 d b a o v t A5.3 ENLARGED GM VESTIBULE Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 3/16" = 1'-0" 1 GM VESTIBULE PLAN 3/16" = 1'-0" 2 GM VESTIBULE SECTION 3/16" = 1'-0" 3 GM VESTIBULE SECTION 3/16" = 1'-0" 4 GM VESTIBULE SECTION 3/16" 1'-0" 5 GM VESTIBULE SECTION KEYNOTE LEGEND 1.01SIGNAGE 1.11ELECTRIC HANDICAP CARTS 3.05CONCRETE CURB 3.114" HIGH PRECAST CONCRETE SILL, UNPAINTED UNO 3.30PRECAST STRUCTURAL WALL PANEL, EXPOSED AGGREGATE FINISH 4.08SPLIT FACE CMU 4.09SMOOTH FACE CMU 4.16MANUFACTURED STONE VENEER 5.29GALVANIZED STEEL PIPE CART RAIL 5.5732" STAINLESS STEEL BOLLARD, 4" OD FURNISHED BY OWNER, INSTALLED BY GC 6.2748" HIGH WAINSCOT 7.35ROOFING MEMBRANE 7.65DECORATIVE EIFS CORNICE 8.02HOLLOW METAL DOOR AND FRAME 8.05ALUMINUM STOREFRONT 9.075/8" GYPSUM BOARD 9.215/8" ABUSE RESISTANT GYPSUM BOARD TO 48" AFF 9.96GYPSUM BOARD HORIZONTAL SLIP JOINT 10.366"X 6"X 3' RUBBER CART PROTECTION CURB 10.373 1/2"X3 1/2" HIGH IMPACT HEAVY DUTY EPDM CORNER GUARD, HOLD 2" AFF 10.44STAINLESS STEEL SHELF 10.71ALUMINUM CORNER GUARD 15.01TRENCH DRAIN 16.05INSECT CONTROL UNIT. TYPE NOTED ADJACENT TO UNIT. REF N1 FOR LEGEND AND NOTES 3/16" = 1'-0" 7 GM VESTIBULE SECTION 3/16" = 1'-0" 6 GM VESTIBULE SECTION FINISH LEGEND B6BLACK P49EDARK GRAY P76"WALMART BLUE" SW #076 P131"WHITE FLOUR" SW #7102 P140EWHITE P162"PEPPERCORN" SW #7674 P164"ESSENTIAL GRAY" SW #6002 P209"PASSIVE GRAY" SW #7064 PS1WALMART BLUE PS7GRAY PATTERN S1GRAY 1 7 ISSUE BLOCK 1REV #105/08/2020 7CCD#404/01/2021
5'-4"10'-0"2'-8"10'-0"12'-8"2'-8"10'-0"2'-0" 8" 29'-4"2'-0" 40 1 60 40 TYP OF 6 HC CARTHC CARTHC CART 5-A5 4 5.29 14 M O 1 40 28 10.37 10.37 3'-2" (11) EQUAL SPACES 43'-10" 63 ℄ REF A3.3 GR CART STORAGE 118 GR VESTIBULE 115 HEADER ABOVE REF 5 A6.2 5'-2 1/2"3'-9 1/4"3'-9 1/4"5'-2 1/2"6'-0 1/4" ℄ 1 1 1 8 5.57 TYP OF 4 2A 5 4 4-A5 4 3A 5 4 6-A5.4 A6 A6 K O S K R E C Y C L E K O S K K O S K K O S K 3'-8 3/8"5'-10"6'-8 1/2"5'-10" 5.57 TYP OF 4 A 3 3.3 3.6 3.8 6 5/8" 24'-7 1/2"3'-1 1/2" EDC #4 REF GROCERY GM PICKUP STORAGE REF GROCERY PICKUP CHECK IN REF GROCERY HEADER AT 7'-0" AFF REF A6.1 INTERNAL ROOF DRAIN LEADER ℄ ℄ B.6 B 1 85 7 / 8 1'-0" 30 30 1'-0" 10 1'-9"12'-7"12'-7" 1'-9" 8" AIR CURTAIN REF MECH 6'-8" MO 23'-4"4'-0" G3 G6 G3 G3 G3 G6 G3 G3 G3 G3 TYP 10.36 TYP 10.36 GR VESTIBULE 115A TYP 10.71 A9 4 SIM A8.1 22 30 6 SALES 100 2'-11 1/4" 1'-6 3/4" E X T E N T S O F S L A T W A L L 1 08 73 A6 A6 A6 1.11 HC CART HC CART HC CART 15.01 C C C C 115D 115C 115B 115A TYP 10.44 16.05 A3.1 3'-4 7/8" 3'-1" 7 P49E PS7 5.57 5.57 9.94 9.07 P209 P162 9.07 PAINT TRANSITION LINE AT 14'-0" 9.96 PS7 6.27 9.21 B6 A A3.2 1 OH B.6 B 6.27 9.07 P131 3.11 S1 4.16 B6 TYP 4.08 FCP3 4.09 2 13 P 2 0 9 40 P 1 3 1 60 P 2 0 9 1 13 FOOD TENANT P209 P131 4.09 P209 4.09 TYP PAINT TRANSITION LINE AT 4'-0" AND 10'-0" TYP 1 00 9.07 P209 P131 9.07 P209 9.07 8.05 P131 5.04 5.05 LL 7 7 7 TYP PS7 9.21 9.07 3 3.3 3.8 A3.1 3 A3.1 2 OH 6.27 PS7 9.21 6.27 B6 PAINT TRANSITION LINE AT 4'-0" TYP 10.36 B6 TYP 10.71 OPEN TO GR VESTIBULE 7.65 7.35 7.65 3.30 3.30 P209 P131 P131 9.07 9.07 P131 P209 PAINT TRANSITION LINE AT 4'-0" AND 10'-0" P49E S1 A6.2 5.29 P131 9.07 5.57 PS7 P209 9.07 LL 8.05 A P162 9.07 A3.2 1 B.6 B 9.94 PS7 P131 9.07 P209 16.05 3.11 S1 4.16 FCP3 6.27 9.21 10.71 BO BULKHEAD 7'0" BO BULKHEAD 12'0" OPEN TO PICKUP OPEN TO GR CART STORAGE 7.65 7.65 P140E A3.1 A4.2 9.07 PS1 P131 5.04 5.05 PAINT TRANSITION LINE AT 14'-0" PAINT TRANSITION LINE AT 10'-0" SLAT WALL REF PLAN FOR SLAT WALL EXTENT, REF 5 A5.0 7 PAINT TRANSITION LINE AT 4'-0" TYP TYP 5.29 TYP 8.05 4.09 TYP P131 TYP 4.09 X X C C C C 8.05 8.05 8.09 8.09 TYP 5.57 PS7 9.21 3 3.3 3.6 3.8 A3.1 2 A3.1 3 OH A3.3 4 OH 6.27 B6 TYP N N PS7 9.21 6.27 9.07 TYP 10.36 TYP 10.37 7.35 7.65 3.11 7.65 7.35 REF 5 A5.4 P131 P209 PLUGMOLD REF ELECTRICAL P131 5.05 5.04 PAINT TRANSITION LINE AT 4'-0" AND 10'-0" 9.07 9.07 P209 P131 SHEET NOTES 1. INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD/CMU UNO 2. REF SHEET A7 FOR SCHEDULE FINISH KEY 3. REF SHEET N1 FOR TACTILE SIGNAGE GALVANIZED STEEL PIPE REF SPECS POSTS AT 48" OC MAX SPACING 3" DIA SLEEVE SLEEVE AND GROUT 3" INTO CONCRETE SLAB TYP 30 10 10 ℄ ℄ ℄ EQEQ ℄ ℄ ℄ REF PLAN FOR OVERALL LENGTH OF RAIL SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 0 2 1 0 1 5 7 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 M a nA R C H R V 2 d b a o v t A5.4 ENLARGED GR VESTIBULE Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 3/16" = 1'-0" 1 GR VESTIBULE PLAN 3/16" = 1'-0" 2 GR VESTIBULE SECTION 3/16" = 1'-0" 4 GR VESTIBULE SECTION 3/16" = 1'-0" 3 GR VESTIBULE SECTION 3/16" = 1'-0" 6 GR VESTIBULE SECTION KEYNOTE LEGEND 1.11ELECTRIC HANDICAP CARTS 3.114" HIGH PRECAST CONCRETE SILL, UNPAINTED UNO 3.30PRECAST STRUCTURAL WALL PANEL, EXPOSED AGGREGATE FINISH 4.08SPLIT FACE CMU 4.09SMOOTH FACE CMU 4.16MANUFACTURED STONE VENEER 5.04STEEL JOIST 5.05JOIST GIRDER 5.29GALVANIZED STEEL PIPE CART RAIL 5.5732" STAINLESS STEEL BOLLARD, 4" OD FURNISHED BY OWNER, INSTALLED BY GC 6.2748" HIGH WAINSCOT 7.35ROOFING MEMBRANE 7.65DECORATIVE EIFS CORNICE 8.05ALUMINUM STOREFRONT 8.09AUTOMATIC SLIDING ENTRANCE DOORS 9.075/8" GYPSUM BOARD 9.215/8" ABUSE RESISTANT GYPSUM BOARD TO 48" AFF 9.94GYPSUM BOARD VERTICAL SLIP JOINT 9.96GYPSUM BOARD HORIZONTAL SLIP JOINT 10.366"X 6"X 3' RUBBER CART PROTECTION CURB 10.373 1/2"X3 1/2" HIGH IMPACT HEAVY DUTY EPDM CORNER GUARD, HOLD 2" AFF 10.44STAINLESS STEEL SHELF 10.71ALUMINUM CORNER GUARD 15.01TRENCH DRAIN 16.05INSECT CONTROL UNIT. TYPE NOTED ADJACENT TO UNIT. REF N1 FOR LEGEND AND NOTES 3/4" = 1'-0" 5 GALVANIZED RAIL ELEVATION FINISH LEGEND B6BLACK P49EDARK GRAY P131"WHITE FLOUR" SW #7102 P140EWHITE P162"PEPPERCORN" SW #7674 P209"PASSIVE GRAY" SW #7064 PS1WALMART BLUE PS7GRAY PATTERN S1GRAY ISSUE BLOCK 7CCD#404/01/2021
5-0 DIAMETER TURNAROUND 5-0 DAMETER TURNAROUND 5-0"DIAMETER TURNAROUND 5-0 DIAMETER TURNAROUND 5-0DIAMETERTURNAROUND HC HC A5.5 7 HC 52 1 2 33 33 33 33 HC 6'-0" TYP 10.12 4-A5.6 5-A5.6 91 3 8 30 26 26 30 91 1A 5 6 2A 5 6 -A5 6 8A 5 6 7A 5 6 6-A5 6 J3 12 6 WOMEN 112 MEN 111 ALCOVE 111A 6'-0" 15-A6.0 10-A5.6 9-A5.6 TYP B.6 B 1'-6"2'-0"1'-9" CL 10.71 27 1 2 2'-0 1/2" CL TYP 10.14 CL CL CL CL CL SIM PARTITION DIMENSIONS ARE FROM FACE OF FINISHED WALL. FIXTURE DIMENSIONS ARE FROM FACE OF STUD. H C H C 60" x 56" CLEAR AND LEVEL FLOOR SPACE 34" x 48" MANEUVERING CLEARANCE 34" x 48" MANEUVERING CLEARANCE 30" 48" CLEAR AND LEVEL FLOOR SPACE FACE OF FINISHED WALL 30" x 48" CLEAR AND LEVEL SPACE 12 12 A5.5 10 A5.5 10 A5.6 31 A5.6 30 T6 T6 U3 U3 A6 A6 X6 X6 V6 U3 12 U3 12 V6 30" x 48" CLEAR AND LEVEL SPACE J3 12 J3 12 39 32 33 33 33 10'-2"1'-4"13'-6 3/4" 11 41 1 3 8 2 64 7 8 7'-6"8'-0"9'-6 3/4" 12 12 10 A1.1 30 26 28 28 26 12"x12" ACCESS PANEL IN CEILING 2'-0" FROM WALL AND INFRONT OF LAVATORY,REF 2 A5.6A 4'-8 4'-83/8" 1/8"2'-0"1'-6" HEADER AT 8'-0" AFF REF 1-A6.1 30" 48" CLEAR AND LEVEL FLOOR SPACE 34" 48" MANEUVERING CLEARANCE 60" 56" CLEAR AND LEVEL FLOOR SPACE 54" 58" MANEUVERING CLEARANCE PARTITION DIMENSIONS ARE FROM FACE OF FINISHED WALL FIXTURE DIMENSIONS ARE FROM FACE OF STUD FACE OF FINISHED WALL HC 15-A5.6 16-A5.6 1 8A 5 6 29-A5.6 2 5A 5 6 30" 48" CLEAR AND LEVEL FLOOR SPACE HC HC ALCOVE 163 WOMEN 166 MEN 165 19-A5.6 20-A5.6 2 1A 5 6 2 2A 5 6 H 6 HC HC HC HC A5.5 7 7 T6 V6 V6 T6 T6 T6 U3 2'-6"3'-0"2'-0"2'-0"3'-0"1'-6 7/8" 1 38 14 98 30 90 14 24 46 4'-5" 31'-5"10'-6"8'-11" 2'-0"2'-6"3'-0"2'-0"5'-0"1'-7" T6 T6 ALCOVE 164 J3 12 12 12 1 0 1 0 1 7A 5 6 2-A6.0 5'-3"3'-2"3'-2"3'-2" 6'-0"6" 29 87 60 74 3'-1 1/2"3'-2"3'-2" 4'-2" 30 25 9 5 8 U3 A6 A6 A6 A6 1 01 1 1 07 1 0 ℄ ℄ 2 7A 5 6 10 A1.1 A5.6 30 A5.6 31 2 3A 5 6 2 4A 5 6 28-A5.6 26-A5.6 24"x24" ACCESS PANEL IN CEILING 2'-0" FROM WALL AND IN FRONT OF LAVATORY,REF A5.6A 3'-6"3'-11" 24"x24" ACCESS PANEL IN CEILING 2'-0" FROM WALL AND IN FRONT OF LAVATORY, REF 2 A5.6A A5.5 4 3 163B 4 A5.5 12 SHEET NOTES 1. INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD/CMU UNO 2. PROVIDE BATT INSULATION FOR SOUND PROOFING IN TOILET ROOM PARTITIONS WHERE INDICATED ON PLANS 3. OWNER 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 SPECS FOR RESTROOM PARTITION TYPE AND HEIGHT. 6. REF A7 FOR SCHEDULE FINISH KEY 9A 5 5 NAPKIN DISPOSAL 28"DOOR 34"DOOR WALL TILE ON 1/2" GLASSMAT BACKER MATERIAL INSTALL PLYWOOD BACKING AT GRAB BAR PROVIDE WOOD BLOCKING TYP 3 5/8" METAL STUDS PROVIDE STUD EITHER SIDE OF WALL CARRIER COAT HOOK INSTALL 4" FROM EDGE OF DOOR 5'-6" AFF TYP AT STANDARD STALL COAT HOOK CENTERED ON DOOR AT 47" AFF WALL STOP 3" FROM EDGE AND 3" FROM BOTTOM OF DOOR ACCESSIBLE STALL STANDARD STALL DOOR PULL INSTALLED 34"-40" AFF 8-A5 5 PARTITION CONFIGURATION VARIES, REF PLAN 4'-0" 10.12 10.06 10.14 10.12 ACCESSIBLE STALL STANDARD STALL 3'-0"6" 36" GRAB BAR TOILET PAPER DISPENSER PARTITION PLYWOOD BACKING 18" GRAB BAR NOTE: WHERE AN ADMINISTRATIVE AUTHORITY REQUIRES FLUSH CONTROLS FOR FLUSH VALVES TO BE LOCATED IN A POSITION THAT CONFLICTS WITH THE LOCATION OF THE REAR GRAB BAR, THEN THE REAR GRAB BAR SHALL BE PERMITTED TO BE SPLIT OR SHIFTED TO THE OPEN SIDE OF THE TOILET AREA. SEAT COVER DISPENSER SEAT COVER DISPENSER G R I P P N G S U R F A C E 21 0 T O T O P O F FIXTURE HEIGHTS AND CLEARANCES PROVIDE MATCHING SKIRT ON UPPER UNIT COMPLY WITH THIS CHART, ICC A117.1, AND ADA STANDARDS FOR ACCESSIBLE DESIGN HC SINGLE ACCESSIBLE COMBINATION ELECTRIC WATER COOLERS TURNING RADIUS TYP 5-0 TURNAROUND 2 7 2 7 O R F C E 3 6 M A X 3 84 3 H E G H T H E I G H T HC CLEAR AND LEVEL FLOOR SPACE PLAN VIEW AT LAVATORY AND DRINKING FOUNTAIN CLEAR AND LEVEL FLOOR SPACE TYP 3 0 48" 17"-25" ACCESSIBLE WATER CLOSET CLEARANCE A F F 37 TOILER SEAT COVER DISPENSER ELECTRIC HAND DRYER (RECESSED) A F F 37 INSTALL PLYWOOD BACKING COAT HOOK HOSE BIBB (RECESSED) 15 A F F 4 7 URINAL SCREENS SOAP DISPENSER ACCESSIBLE URINAL 14" ELONGATED LIP STANDARD URINAL STANDARD/ACCESSIBLE LAVATORY 4 0 B O G L A S S R M 2 4 10 40 R M 1 5 INSTALL PLYWOOD BACKING CENTER MIRRORS OVER LAVATORIES SOAP DISPENSER MULTIPLE-STATION LAVATORY INSTALL PLYWOOD BACKING ATTACH TO NEAREST STUD EITHER SIDE OF LAVATORY T O G L A S S 4 0 A T H C U N T 3 4 R M 2 7 C L R R M 3 4 SANITARY NAPKIN DISPENSER 3 6 M A X O R I F I C E H E I G H T REF DETAIL 10, 11, 12 A5.5 FOR CLEARANCES A F F 1 5 M I N 16"-18" SIDE WALL OR PARTITION A F F 30 WIPE STATION ACCESSIBLE LAVATORY CLEARANCE 1'-9" KNEE CLR 8" MIN TOE CLR 6" MAX C L R 9 M N 23 M N R M 21 0 M A X N O Z Z L E O P E N N G T O C O N T R O L S 4 0 10 DRESSING MIRROR 3 3 SURFACE MOUNTED PAPER TOWEL DISPENSER AND TRASH RECEPTACLE M A X 31 0 6 WALL TILE ON 1/2" GLASSMAT BACKER MATERIAL METAL STUD HEADER DIAPER CHANGER WALL TILE ON 1/2" GLASSMAT BACKER MATERIAL 6" METAL STUDS 2x6 BLOCKING 2x6 BLOCKING 2'-3" AFF CONT SEALANT AT PERIMETER REF 1 A6.1 46 41 1 28 21 0 60 21 0 29 25 46 33 33 10 23 27 40 21 0 29 ℄ ℄ ℄ ℄ ℄ ℄ ℄ COORDINATE FRAMING WITH SUPPLY AND RETURN GRILLES, REF MECH WEB STIFFENERS ARE REQUIRED AT ALL BEARING POINTS LIGHT FIXTURE (TYP). REF ELEC C6 x 1 5/8" 18 GA METAL STUDS AT 24" OC MAX, ANCHOR TO WALL STUDS WITH (4) #10 TEK SCREWS TYP COORDINATE FRAMING WITH SUPPLY AND RETURN GRILLES, REF MECH (2) C8 x 5/8" 18 GA METAL STUD BOX BEAM WITH 18 GA METAL TRACKS TOP AND BOTTOM COORDINATE FRAMING WITH SUPPLY AND RETURN GRILLES, REF MECH C6 1 5/8" x 18 GA METAL STUDS AT 24" OC MAX, ANCHOR TO WALL STUDS WITH (4) #10 TEK SCREWS TYP C8 1 5/8" x 18 GA METAL STUD BOX BEAM WITH 18 GA METAL TRACKS TOP AND BOTTOM LIGHT FIXTURE (TYP). REF ELEC 4'-11 3/4"2'-10 3/8"EQ4'-0"4'-6"EQ 12 A6.1 13 A6.1 13 A6.1 12 A6.1 13 A6.1 13 A6.1 14 A6.1 14 A6.1 ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ TYP TYP (2) C8 x 1 5/8" 18 GA METAL STUD BOX BEAM WITH 18 GA METAL TRACKS TOP AND BOTTOM B.6 B 2'-3 7/8"6'-9 5/8"6'-9 5/8"2'-3 7/8" 25 1 4 (2) C8 x 5/8" 18 GA METAL STUD BOX BEAM WITH 18 GA METAL TRACKS TOP AND BOTTOM A6.1 1 TYP AT JAMBS ℄ ℄ ℄ ℄ H 6 96 96 ℄ 31 0 42 3'-9 7/8" 1'-6 1/2" 6 5/8" 1'-0 3/4" 3'-3 7/8" 1'-2 5/8" 1'-9 5/8" 2'-0 1/8"4'-1"4'-2"2'-3"1'-11" ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ ℄ WEB STIFFENERS ARE REQUIRED AT ALL BEARING POINTS (2) C8 1 5/8" x 18 GA METAL STUD BOX BEAM WITH 18 GA METAL TRACKS TOP AND BOTTOM C6 x 1 5/8", 18 GA METAL STUDS AT 24" OC MAX ANCHOR TO WALL STUDS WITH #10 TEK SCREWS TYP HEADER AT 8'-0" AFF REF 1-A6.1 LIGHT FIXTURE TYP REF ELECTRICAL (2) C8 1 5/8" x 18 GA METAL STUD BOX BEAM WITH 18 GA METAL TRACKS TOP AND BOTTOM (2) C8 x 5/8" 18 GA METAL STUD BOX BEAM WITH 18 GA METAL TRACKS TOP AND BOTTOM TYP COORDINATE FRAMING WITH SUPPLY AND RETURN GRILLES, REF MECH ℄ ℄ ℄ ℄ ℄ 31 0 42 27 1 / 4 TYP TYP ℄ ℄ ℄ ℄ ℄ ℄ 2'-04'-1"4'-2"2'-3"4'-91/8"2'-61/2"2'-23/8"3'-91/8"3'-2"7/8" 13 A6.1 13 A6.1 13 A6.1 12 A6.1 14 A6.1 14 A6.1 12 A6.1 27 1 4 ℄ 23 3 4 49 A6.1 1 TYP AT JAMBS 20 50 20 EQEQ ℄ ℄ ℄ T O L E T P A P E R 1 9 M N 42" GRAB BAR TOILET PAPER DISPENSER NAPKIN DISPOSAL WHERE SHOWN ON PLAN PARTITION PLYWOOD BACKING 18" GRAB BAR 6 6 12"42" 1'-0 1/2" 1 8 M N 3 94 1 1 1 / 2 M N HEAD RAIL G R I P P N G S U R F A C E 21 0 T O T O P O F S E A T 1 6 3 8 T O P O F STEEL COLUMN REF PARTITION TYPE WALL TILE ON 1/2"GLASS-MAT BACKER MATERIAL GRID 1 2 ACCESSIBLE STALL COAT HOOK WALL STOP A T H C S T A L L 4 7 T O P O F C O A T H O O K HC 1'-6" 60" 56" CLEAR AND LEVEL FLOOR AREA 13-A5.6 J3 12 8'-4" V6 12 30" 48" CLEAR AND LEVEL FLOOR SPACE 15 34 2'-6"1'-11 5/8" 96 HC 1 4A 5 6 12-A5.6 1 1A 5 6 167A FAMILY TOILET 167 V6 V6 12 12 12"x12" ACCESS PANEL IN CEILING 2'-0" FROM WALL AND IN FRONT OF LAVATORY,REF 2 - A5.6A 3 ℄ ℄ 14 6.5 6.5 H.3 H.3 B Y W D T H O F S N K S EXISTING METAL STUDS SOLID SURFACE LAVATORY MIRROR SOUND BATT INSULATION INSTALL LAVATORY MOUNTING BRACKETS DIRECTLY TO 3/4" PLYWOOD PRIOR TO TILE INSTALLATION. TRIM TILE TIGHT TO BRACKETS. CAULK WATERTIGHT. 3 4 P L Y W O O D B L O C K I N G 23 1 0 WALL TILE ON 1/4" CEMENT BOARD ON 1/2" PLYWOOD APRON 1/2" CEMENT BOARD IN LIEU OF 1/2" PLYWOOD FOR BOTTOM 6" OF WALL TILE BASE FLOOR FINISH REF PLAN RIM HEIGHT MIRROR HEIGHT REF FIXTURE HEIGHTS AND CLEARANCES REF FIXTURE HEIGHTS AND CLEARANCES 42 1 2 62 1 / 2 8'-11" 36 24"x24" ACCESS PANEL IN CEILING, 2'-0" FROM WALL 1 05 1 4 10.11 LIGHTED 2'-0" TABLE OWNER PROVIDED GC TO ATTACH TO WALL REFER TO SHEET A5.5 FIXTURE HEIGHTS AND CLEARANCES FOR FIXTURE MOUNTING HEIGHTS A6 177A SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 2 2 2 0 1 4 1 1 1 P M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 M a nA R C H R V 2 d b a o v t A5.5 TOILET PLANS AND DETAILS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1/4" 1'-0" 1 FRONT TOILET PLAN 1/4" 1'-0" 6 REAR TOILET PLAN KEYNOTE LEGEND 10.06TOILET PAPER HOLDER 10.11MIRROR 10.12TOILET SEAT COVER DISPENSER 10.14GRAB BARS (INSTALL PLYWOOD BACKING IN WALLS) 10.71ALUMINUM CORNER GUARD 1/2" 1'-0" 7 ENLARGED STALL PLAN 1/2" = 1'-0" 9 ENLARGED STALL ELEVATION 1" = 1'-0" 11 WALL AT DIAPER STATION 1/4" = 1'-0" 2 REFLECTED CEILING PLAN 1/4" = 1'-0" 5 REFLECTED CEILING PLAN 1/2" = 1'-0" 8 ENLARGED STALL ELEVATION 1 1/2" = 1'-0" 10 COLUMN FURRING 1/4" = 1'-0" 4 FAMILY TOILET PLAN 1/2" 1'-0" 3 LAVATORY SECTION 3/8" 1'-0" 12 MOTHER'S ROOM 6 ISSUE BLOCK 3ADD109/10/2020 4ADD409/18/2020 6CCD#302/22/2021
JAMB WALL TILE 1/2" GLASS-MAT BACKER MATERIAL MASTIC STAINLESS STEEL CORNER TRIM STACK-ON TILE BASE SEALANT 1/8" GROUT MASTIC ADHESIVE TYP 1/8" GROUT JOINT REF 1 A6.1 STAINLESS STEEL CORNER TRIM TYP AT ALL OUTSIDE CORNERS INSTALL SEALANT AT EDGE STAINLESS STEEL CORNER TRIM TRANSITION STRIP INSTALL WITH MASONRY SCREW ANCHORS AT 12" OC LOCATE PER PLAN STACK-ON TILE BASE JAMB WALL TILE ON 1/2" GLASS-MAT BACKER MATERIAL STACK-ON TILE COVE BASE CORNER PIECE STACK-ON TILE COVE BASE FLOOR FINISH, REFER TO PLAN REF PLAN FOR WALL FINISH 1 1/2" x 1/2" STAINLESS STEEL CORNER GUARD MODIFIED IN FIELD REF 1 A6.1 3 3 11 A5.5 10.10 10.26 SHEET NOTES 1. REF A7 FOR SCHEDULE FINISH KEY TOILET TILE ELEVATION PROVIDE 1/2" GLASS-MAT BACKER MATERIAL TO 9'-2" AFF 92 6 CT54 G16 CT53 G15 3 A 10.12 10.14 10.12 OPEN TO ALCOVE BEYOND TYP 10.12 10.14 TYP 10.06 10.16 TYP 10.07 TYP 10.13 3 A5.5 TYP 10.29 TYP 10.11 LIGHTED 15.02 10.10 10.26 11 A5.5 10.13 3 A5.6A 4 TYP OPEN TO ALCOVE BEYOND 10.26 10.34 10.29 10.17 3 OPEN TO ALCOVE BEYOND 10.12 10.14 10.16 TYP 10.06 10.34 TYP 10.13 A5.5 TYP 10.29 10.12 HC 15.02 10.15 10.10 10.26 11 A5.5 10.13 3 A5.6A 4 TYP OPEN TO ALVOVE BEYOND 10.26 10.29 3 10.34 10.34 3 A5.6A 3 10.06 10.14 10.07 10.14 10.12 10.29 10.06 TYP 10.11 LIGHTED 15.02 3 OPEN TO ALCOVE BEYOND TYP 10.13 10.12 10.14 TYP 3 A5.5 10.16 TYP 10.29 10.12 TYP 10.06 TYP 10.07 15.02 10.17 10.11 LIGHTED 11 A5.5 1.01 10.26 TYP 10.34 10.10 10.12 10.13 10.14 B6 PS7 6.27 OPEN TO BEYOND 9.21 P204 B6 PS7 6.27 9.21 P131 9.02 8.10 OPEN TO ALCOVE BEYOND 10.16 10.12 10.14 TYP TYP 10.06 A5.5 TYP 10.13 TYP 10.29 HC 10.12 10.26 TYP 10.15 15.02 TYP 10.11 LIGHTED 11 A5.5 10.26 10.10 TYP 10.34 1.01 TYP 10.13 A5.6A 4 TYP 10.12 10.26 OPEN TO ALCOVE BEYOND OPEN TO ALCOVE REF 1-A5.5 FOR FIXTURE HEIGHT SIM A6.0 15 B6 B6 P131 P131 P131 PS7 PS7 6.27 6.27 1.01 9.02 9.21 9.21 BO BULKHEAD 7'0" BO BULKHEAD 7'0" P131 OPEN TO SALES 9.02 P165 B6 PS7 PS7 6.27 6.27 9.21 9.21 OPEN TO SALES CT53A COVE BASE CT54 9.45 CT54 9.45 OPEN TO MEN BEYOND OPEN TO WOMEN BEYOND 1.01 1.01 10.26 10.13 10.29 OPEN TO ALCOVE BEYOND OPEN TO ALCOVE BEYOND 1.01 1.01 OPEN TO MEN BEYOND OPEN TO WOMEN BEYOND 167A PS7 6.27 9.21 B6 P131 P131 PS7 6.27 9.21 HEADER REF 1-A6.1 PORCELAIN TILE ON 1/2" GLASS-MAT BACKER MATERIAL INSTALL SEALANT AT EDGE 3/8" STAINLESS STEEL METAL CORNER GYPSUM BOARD 18" 36" 42" LAVATORY ENCLOSURE REF PLUMBING 26 10.12 6" 10.14 10.09 10.11 10.07 10.06 BEYOND 30 34 10.14 10.14 1'-6" B9 NRP1 10.14 10.14 10.14 10.07 10.06 18" 42" 36" 1'-6" 12"42" 16" 30 M A X 21 0 M N T O P O F R M 16 CL CL C M N 1 1 2 B9 NRP1 SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 2 2 2 0 1 4 1 1 8 P M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 M a nA R C H R V 2 d b a o v t A5.6 TOILET DETAILS AND ELEVATIONS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 3" = 1'-0" 31 OUTSIDE CORNER DETAIL 3" = 1'-0" 30 WALL END CAP 1/4" = 1'-0" 11 TOILET ELEVATION KEYNOTE LEGEND 1.01SIGNAGE 6.2748" HIGH WAINSCOT 8.10FLEXIBLE PLASTIC TRAFFIC DOOR 9.02GYPSUM BOARD CONTROL JOINT 30'-0" OC MAXIMUM 9.215/8" ABUSE RESISTANT GYPSUM BOARD TO 48" AFF 9.451/2" GLASS-MAT BACKER BOARD 10.06TOILET PAPER HOLDER 10.07SANITARY NAPKIN DISPOSAL 10.09SOAP DISPENSER MOUNTED TO MIRROR, IF NO MIRROR MOUNT AS SHOWN IN PLAN WITH TOP OF DISPENSER 40" AFF 10.10DIAPER CHANGING STATION 10.11MIRROR 10.12TOILET SEAT COVER DISPENSER 10.13TOILET COMPARTMENTS (REF SPECS FOR TYPE AND HEIGHT) 10.14GRAB BARS (INSTALL PLYWOOD BACKING IN WALLS) 10.15URINAL SCREEN (REF SPECS FOR TYPE) WITH FULL LENTGH ANGLE MOUNTING BRACKETS 10.16HOSE BIBB 10.17DRESSING MIRROR 10.26COAT HOOK (INSTALL PLYWOOD BACKING) 10.29SOAP DISPENSER, MOUNT AS SHOWN IN PLAN WITH TOP OF DISPENSER 46" AFF 10.34ELECTRIC HAND DRYER (RECESSED) 15.02WALL MOUNTED LAVATORY, REF MECH 1/4" 1'-0" 4 TOILET ELEVATION 1/4" = 1'-0" 5 TOILET ELEVATION 1/4" = 1'-0" 1 TOILET ELEVATION 1/4" = 1'-0" 2 TOILET ELEVATION 1/4" 1'-0" 3 TOILET ELEVATION 1/4" = 1'-0" 8 TOILET ELEVATION 1/4" = 1'-0" 7 TOILET ELEVATION 1/4" = 1'-0" 6 TOILET ELEVATION 1/4" = 1'-0" 12 TOILET ELEVATION 1/4" 1'-0" 14 TOILET ELEVATION 1/4" = 1'-0" 13 TOILET ELEVATION 1/4" = 1'-0" 15 TOILET ELEVATION 1/4" = 1'-0" 16 TOILET ELEVATION 1/4" = 1'-0" 18 TOILET ELEVATION 1/4" = 1'-0" 28 ALCOVE ELEVATION 1/4" = 1'-0" 26 ALCOVE ELEVATION 1/4" = 1'-0" 19 TOILET ELEVATION 1/4" = 1'-0" 20 TOILET ELEVATION 1/4" = 1'-0" 21 TOILET ELEVATION 1/4" = 1'-0" 22 TOILET ELEVATION 1/4" 1'-0" 25 ALCOVE ELEVATION 1/4" = 1'-0" 29 ALCOVE ELEVATION 1/4" 1'-0" 10 ALCOVE ELEVATION 1/4" 1'-0" 9 ALCOVE ELEVATION 1/4" = 1'-0" 17 TOILET ELEVATION 1/4" = 1'-0" 24 ALCOVE ELEVATION 1/4" = 1'-0" 23 ALCOVE ELEVATION 1/4" = 1'-0" 27 ALCOVE ELEVATION 3" 1'-0" 32 HEAD 3 3 3 3 3 3 1/2" = 1'-0" 33 PHARMACY TOILET ELEVATION 1/2" = 1'-0" 34 PHARMACY TOILET ELEVATION 6 ISSUE BLOCK 3ADD109/10/2020 6CCD#302/22/2021
1/2" PLYWOOD(TYP) STAINLESS STEEL TOP AND CORNER TRIM-C REF SPEC 09310 TILE BASE FLOOR TILE EXISTING METAL STUDS 1/8" GROUT JOINT (TYP) 1/4" GYP BD PROVIDE 5/8" TYPE X GYP BD AT RATED CONDITIONS SEALANT SOUND BATTS 1/2" CEMENT BD IN LIEU OF PLYWOOD FOR BOTTOM 6" 1/4" CEMENT BD (TYP) PROVIDE 5/8" CEMENT BD AT RATED CONDITIONS WALL TILE G15 1/2" PLYWOOD(TYP) TILE BASE CONCRETE OVERLAYMENT EXISTING METAL STUDS 1/8" GROUT JOINT (TYP) 1/4" GYP BD PROVIDE 5/8" TYPE X GYP BD AT RATED CONDITIONS SOUND BATTS 1/2" CEMENT BD IN LIEU OF PLYWOOD FOR BOTTOM 6" 1/4" CEMENT BD (TYP) PROVIDE 5/8" CEMENT BD AT RATED CONDITIONS WALL TILE G15 AT TILE AT CONCRETE OVERLAYMENT ROLLED EPOXY PRIMER TO 3" AFF BUILDING TAPE (4") REF SPEC SECTION 09655 R E F T O T O L E T T L E E L E V A T O N O N S H E E T A 5 3 A 3 R E F T O T O L E T T L E E L E V A T O N O N S H E E T A 5 3 A 3 16 GAUGE CLIP ANGLE ANCHOR WITH (4) #10 TEK SCREWS EACH LEG CEILING JOIST HEADER CEILING JOIST DOUBLE JOISTS AT EACH SIDE OF OPENING CEILING ACCESS DOOR GALVANIZED METAL CASING BEAD OPENING SIZEREF SPECS NEW "TRASH LOCATION" SIGN OWNER FURNISHED, GC INSTALLED NEW PLYWOOD BLOCKING, MIN 32" WIDE, ATTACH TO NEAREST STUDS EA SIDE NEW SURFACE-MOUNTED PAPER TOWEL DISPENSER OWNER FURNISHED, GC INSTALLED NEW SURFACE MOUNTED TRASH RECEPTACLE OWNER FURNISHED, GC INSTALLED NEW BLOCKING SCOPE: - IF FRAMING IS COMPLETED FOR RECESSED COMBO PAPER TOWEL/TRASH UNITS INFILL (2) NICHES FOR COMBO TOWEL/TRASH UNITS & INSTALL (1) NEW PLYWOOD BLOCKING OVER NICHE CLOSEST TO RESTROOM ENTRY AS SHOWN. - IF FRAMING HAS NOT STARTED FOR RECESSED COMBO PAPER TOWEL/TRASH UNITS DELETE (2) NICHES FROM SCOPE & INSTALL (1) NEW PLYWOOD BLOCKING OVER NICHE CLOSEST TO RESTROOM ENTRY AS SHOWN. M A X 31 0 3 4 P L Y W O O D B L O C K N G 50 M A X 31 0 3 4 P L Y W O O D B L O C K I N G 50 NEW BLOCKING SCOPE: - IF FRAMING IS COMPLETED FOR RECESSED COMBO PAPER TOWEL/TRASH UNITS INFILL (2) NICHES FOR COMBO TOWEL/TRASH UNITS & INSTALL (1) NEW PLYWOOD BLOCKING OVER NICHE CLOSEST TO RESTROOM ENTRY AS SHOWN. - IF FRAMING HAS NOT STARTED FOR RECESSED COMBO PAPER TOWEL/TRASH UNITS DELETE (2) NICHES FROM SCOPE & INSTALL (1) NEW PLYWOOD BLOCKING OVER NICHE CLOSEST TO RESTROOM ENTRY AS SHOWN. NEW "TRASH LOCATION" SIGN OWNER FURNISHED, GC INSTALLED NEW PLYWOOD BLOCKING, MIN 32" WIDE, ATTACH TO NEAREST STUDS EA SIDE NEW SURFACE-MOUNTED PAPER TOWEL DISPENSER OWNER FURNISHED, GC INSTALLED NEW FREE-STANDING TRASH RECEPTACLE OWNER FURNISHED SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AB/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 0 2 0 0 4 1 8 1 P M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 M a nA R C H R V 1 d b a o v t A5.6A TOILET DETAILS AND ELEVATIONS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 ISSUE BLOCK 3ADD109/10/2020 3 3" = 1'-0" 1 ENLARGED WALL SECTION 3" = 1'-0" 2 CEILING ACCESS DOOR 1/2" 1'-0" 3 PAPERTOWEL/ SURFACE MOUNTED TRASH ELEVATION 1 1/2" = 1'-0" 4 PAPERTOWEL / TRASH ELEVATION
R O 63 1/2" GYPSUM BOARD CEILING AS SCHEDULED REF PLAN FOR PARTITION TYPE WALL TILE 1/16" GROUT JOINT 1/2" GLASS MAT BACKER MATERIAL WALL TILE METAL STUDS CT2 CT19 2x8 WOOD BASE METAL STUDS 1/2" GLASS MAT BACKER MATERIAL 1/16" GROUT JOINT FLOOR TILE REF FLOOR PLAN FOR LOCATION WALL TILE (INSTALL TO HEADER ABOVE MACHINES) 3/8" STAINLESS STEEL METAL TRIM SEALANT 1/2" GYPSUM BOARD ABOVE 1/2" GLASS-MAT BACKER MATERIAL REF 7,8,9-XX FOR TRANSITON HEIGHT 2 A5.7 50 1 2 7 1 4 57 3 4 CT45 P131 TRASH R O 16 3 4 10.25 9.07 A5.7 CT45 10.71 CT53B 63 16'-3 1/2" R E F E R T O E L E V A T O N R O R E F E R T O E L E V A T O N R E F 7A 5 7 R E F 7A 5 7 OWNER FURNISHED CONTRACTOR INSTALLED TRASH CHUTE REF SPEC SECTION 05500 SEALANT WALL TILE CT19 A A 7.8 7 B 7-A5.7 6A 5 7 4 A5.7 2 A5.7 A5.7 3 34'-8" 12'-0"10'-0"2'-8"10'-0"2'-0" 1 80 73 5 8 M O 60 3 / 8 48 135B 134B 80 1 2 38 1 2 30 9 3 4 6'-0"2'-1 3/8"16'-3 1/2"3'-10 3/8" 4'-5 3/4" 16.05 134A CAN GLASS PLAS PLAS CAN CAN 1'-3 1/2" 1'-2 1/4" A3 A3 A6 A3 A3 A6 JANITOR SINK, REFER PLUMBING PROCESSING 134 RECYCLING CENTER 135 C C 27 7'-3" 16'-10" RECYCLE PALLET (TYP) 67 1 4 24 1 2 11 1 99 1 2 SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 7 0 2 9 8 3 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 0 M nA R C H R V 2 0 s c a n s S Y N 2 v A5.7 RECYCLING CENTER Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 3/4" = 1'-0" 2 SECTION AT RECYCLING 3" = 1'-0" 3 CORNER DETAIL PLAN SECTION 3" = 1'-0" 5 ENLARGED SECTION 1/4" = 1'-0" 7 RECYCLING CENTER ELEVATION 3" = 1'-0" 4 TRASH CHUTE 1/4" 1'-0" 6 RECYLCING CENTER ELEVATION 3/8" = 1'-0" 1 RECYCLING CENTER FLOOR PLAN RECYCLING CENTER KEYNOTE LEGEND 9.075/8" GYPSUM BOARD 10.25WALL MOUNTED SOAP DISPENSER 10.71ALUMINUM CORNER GUARD 16.05INSECT CONTROL UNIT. TYPE NOTED ADJACENT TO UNIT. REF N1 FOR LEGEND AND NOTES RECYCLING CENTER COLOR LEGEND CT45CERAMIC WALL TILE (SIDECAR) CT53BCERAMIC TILE COVE BASE (DARK GRAY) P131"WHITE FLOUR" SW #7102 12 ISSUE BLOCK 6CCD#302/22/2021 12CCD#906/07/2021
Emergency exit only Push to open Alarm will sound Emergency exit only Push to open Alarm will sound REF PLAN PLAN REF POWER POLES NOT SHOWN FOR CLARITY. POWER POLES TO BE LOCATED SUCH THAT THEY DO NOT REDUCE EGRESS WIDTH. 2 4 3 5 4 9 75" CLEAR PLAN REF RAIL POST FLOORING REFER TO A1.1 REMOVE PORTION OF EXISTING FLOORING OR NEW FLOORING AS REQUIRED TO ATTACH GATE POST AND RAIL TO SLAB GATE POST C 3 4 B.6 -A 8 L O N G G U A R D 40 9 LONGGUARD 4-0 6-9 8 " 6-9 " 10 " LONGGUARD 1-0 5 " 8 126 12 19'-10" 3612 GUARD RAIL CART RAIL OWNER FURNISHED, GC INSTALLED (TYP). INSTALL PER ANCHOR PLANS AND MANUFACTURER'S INSTRUCTION GATE OWNER FURNISHED G.C. INSTALLED (TYP) ATTACH EACH GATE POST WITH FOUR ANCHORS PROVIDED WITH GATES AND IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS (TYP) POWER POLE (TYP) REF ELECTRICAL POWER POLE NOT TO OBSTRUCT GATE OPERATIONS 1/A58 A5.8 LONG GUARD 8'-0"9"6'-9"8"6'-9"9" LONG GUARD 4'-0" 37 8 L O N G G U A R D 20 8 L O N G G U A R D 30 CART RAIL OWNER FURNISHED, GC INSTALLED (TYP). INSTALL PER ANCHOR PLANS AND MANUFACTURER'S INSTRUCTION GATE OWNER FURNISHED G.C. INSTALLED (TYP) ATTACH EACH GATE POST WITH FOUR ANCHORS PROVIDED WITH GATES AND IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS (TYP) POWER POLE (TYP) REF ELECTRICAL POWER POLE NOT TO OBSTRUCT GATE OPERATIONS 1-A5.8 A5.8 JOIST MANUFACTURERS SUPPORT CHANNEL. OWNER TO FURNISH AND GC TO INSTALL PERPENDICULAR TO JOISTS. ATTACHMENT FOR MONITOR SUPPORT PER MANUFACTURERS INSTRUCTIONS DIGITAL DISPLAY MONITOR OWNER FURNISHED AND INSTALLED JOIST ATTACH MANUFACTURERS SUPPORT CHANNEL TO JOIST PER MANUFACTURERS INSTRUCTIONS NOTE: MANUFACURERS SUPPORT CHANNEL MUST INTERSECT JOIST WITHIN 6" OF TOP CHORD PANEL POINT JOIST MANUFACTURERS SUPPORT CHANNEL. OWNER TO FURNISH AND GC TO INSTALL PERPENDICULAR TO JOISTS. ATTACHMENT FOR MONITOR SUPPORT PER MANUFACTURERS INSTRUCTIONS MONITOR SUPPORT OWNER FURNISHED AND GC INSTALLED JOIST ATTACH MANUFACTURERS SUPPORT CHANNEL TO JOIST PER MANUFACTURERS INSTRUCTIONS NOTE: MANUFACTURERS SUPPORT CHANNEL MUST INTERSECT JOIST WITHIN 6" OF BOTTOM CHORD PANEL POINT OPTION A OPTION B NOTE: WHERE OBSTRUCTIONS HINDER PLACING SUPPORT CHANNEL AT EXACT MONITOR SUPPORT LOCATION, PROVIDE TWO SUPPORT CHANNELS WITHIN 6" OF EACH ADJACENT PANEL POINTS PERPENDICULAR TO JOIST. INSTALL A THIRD SUPPORT CHANNEL BETWEEN THESE FIRST TWO SUPPORT CHANNELS, POSITION IT ACCORDINGLY WITH THE MONITOR SUPPORT AND ATTACH EACH END PER MANUFACTURERS INSTRUCTIONS. DIGITAL DISPLAY MONITOR OWNER FURNISHED AND INSTALLED MONITOR BRACKET OWNER FURNISHED GC INSTALLED MONITOR BRACKET OWNER FURNISHED GC INSTALLED SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 2 8 2 0 1 1 4 2 4 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 0 M nA R C H R V 2 0 s c a n s S Y N 2 v A5.8 ENLARGED PLANS AND DETAILS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1/2" = 1'-0" 1 GATE ELEVATION 1/2" = 1'-0" 2 GATE DETAIL 1/4" = 1'-0" 3 GR ENLARGED PLAN 1/4" = 1'-0" 4 GM ENLARGED PLAN 3/4" 1'-0" 5 MONITOR SUPPORT DIGITAL BOARDS 12 12 12 12 ISSUE BLOCK 5Rev_SCHD OPC RESUBMISSI ON/CCD1 12/28/2020 6CCD#302/22/2021 7CCD#404/01/2021 12CCD#906/07/2021
8A 6 0 EDC 154 173A 171A 172A PUMP ROOM 159 10.71 26'-0"13'-4" 1'-0 5/8" 35'-5 7/8" 1 A9 PHARMACY LOCKBOX TO BE LOCATED ABOVE LIGHT SWITCH AT 60" AFF SOUND ATTENUATION INSULATION AND GYPSUM BOARD TO DECK AT PERIMETER OF 173-PERSONNEL 5 A6.3 1 09 1 / 2 D 6" METAL STUD RATED PARTITION. REF A6.1 FOR ASSEMBLY TYPE 9-A6.0 (2) REFRIGERATOR/FREEZERS FURNISHED BY OWNER INSTALLED BY GC. HEADER AT 8'-0" AFF REF 1-A6.1 1 1A 6 0 10-A6.0 151C 7A 6 0 FILE CABINETS (NIC) PERSONNEL 173 MARKET MANAGER'S OFFICE 175 TRAINING 172 CBL 174 BREAK ROOM 151 6 1/8"7'-9 1/8"7'-4 1/2"14'-6"7'-4 1/2"10'-8 7/8"12'-3" 1'-0 5/8" A3 C3 D3 41 0 162B ALCOVE 162 1 A9 A3 A3 A3 A3 A3 C3 A3 PS1 PS1 6.17 6.17 4-A6.0 H 8 9 P P 1 21 61 0 J 6 G2 G2 G2 A6 A6 A6 A6 A6 A6 PSP 3 1/2" 83 3 4 TIME CLOCK REF 13 A6.0 6.02 6.03 EQUIPMENT LOCKERS KEYBOX OW PROVIDED AND INSTALLED TV BRACKET FURNISHED BY WALMART AND INSTALLED BY CONTRACTOR. INSTALL BLOCKING IN THE WALL. & 60 POWER POLE A9.1 5 16.05 1 2 M N 10.44 MILLWORK, TYP 22 (3) MICROWAVES STACKED NIC COFFEE MAKER NIC SINK AND FAUCET INCLUDED IN KITCHEN CABINET ASSEMBLY. REF PLUMBING TABLES AND CHAIRS PROVIDED BY WALMART 6'-6" RECYCLING AND TRASH 10.71 LOCKERS ASSISTANT MANAGER 171 ADJUSTIBLE SHELVING (NIC) 5A 6 0 6A 6 0 40 26 REF 13 A6.0 LOCKERS FILE CABINETS NIC 3 6 1/2" 10.71 C3 C3 175A 1 A9 FILE CABINETS (NIC) RECEIVING 178 10.71 3'-6 1/4" REF --REF 8 A9.1 REF 7 - A9.1 S L A T W A L L 1 20 (2) 4'-0" x 8'-0" BULLETIN BOARDS 7 1/2" PLYWOOD AT JAMB TO 48" AFF EACH SIDE TYP GYPSUM BOARD EACH SIDE WALL COVERING EACH SIDE REF ELEVATION TRIPLE METAL STUDS AT EACH JAMB E A C H S D E 3 10.71 EA SIDE SHEET NOTES 1. INTERIOR PLAN DIMENSIONS SHALL BE TO FACE OF STUD/CMU UNO 2. OWNER FURNISHED AND INSTALLED ITEMS SHOWN DASHED UNO 3 REF SHEET A5.5 FOR FIXTURE HEIGHTS AND CLEARANCE 4. RATED WALLS ARE TO BE SEALED TO DECK. 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 PER FIRE STOP MANUFACTURERS RECOMMENDATIONS 5. REF SHEET A7 FOR SCHEDULE FINISH KEY 6. EXTEND ALL PROTECTIVE SURFACING AND PLASTIC LAMINATE WAINSCOT BEHIND BASE 7. REF A9 AND A9.1 FOR MILLWORK AND COUNTERTOP DETAILS REF A1.1 FOR WALL COLOR OPENING OR DOORWAY INSTALL BASE AFTER MERCHANDISE RACKS ARE SET GYPSUM BOARD CONTROL JOINT EACH SIDE, REF 2-A6.1 3 A6.0 EA SIDE REF A1.1 FOR WAINSCOT TYPE AND COLOR REF A1.1 FOR WAINSCOT TYPE AND COLOR 6" B6 B6 P131 9.07 B6 B6 T O W E L O P E N N G 4 4 M A X PAPER TOWEL DISPENSER SOAP DISPENSER KITCHEN CABINET ASSEMBLY WIRE CHASE PREWIRED KITCHEN CABINET ASSEMBLY, OWNER FURNISHED, GC INSTALLED. REF ELECTRICAL (2) COAT CABINETS OWNER FURNISHED, GC INSTALLED (3) MICROWAVES STACKED (NIC) COFFEE MAKER (NIC) REFRIGERATOR (NIC) FREEZER (NIC) T O C O N T R O L S 4 4 M A X B6 PS11 6.27 7 SEE PLANS FOR COUNT AND CONFIGURATION OF DRINKING FOUNTAINS CONT SEALANT. DO NOT SEAL ACCESS PANEL, TYP CONT SEALANT AROUND FRAME COMPACTOR DOOR EPOXY 4'-1" 2'-1"2'-1" P131 1 00 SCB5 4'-0" 8'-2" REFER TO MEP FOR SIDE WALL SPRINKLER 4'-0" 80 MOP SINK BASE AS SCHEDULED SEAL MOPSINK AT FLOOR LINE AND ADJACENT TO WALLS 4' x 8' SHEET OF WITH PROVIDE MIN 4'-0" WIDE NRP1 PANELS AT WALLS/WALK-IN PANELS ADJACENT TO MOP SINK. REF PLANS NRP1 SCB5 J-MOLD ON ALL EDGES PARTITION OR WALK-IN PANEL 4'-0" 80 MOP SINK AT INTERIOR WALLS AT EXTERIOR WALLS SCB5 P131 EPOXY P131 B6 9.07 6.27 8.02 8.05 8.05 P P PREWIRED MODULAR TECH BAR OWNER FURNISHED, GC INSTALLED (2) COAT CABINETS OWNER FURNISHED, GC INSTALLED 10.17 PS11 6.27 PS7 6.27 B6 9.07 P131 PREWIRED MODULAR TECH BAR OWNER FURNISHED, GC INSTALLED PREWIRED MODULAR TECH BAR WITH KNEE WALL OWNER FURNISHED, GC INSTALLED TV BRACKET FURNISHED BY WALMART AND INSTALLED BY CONTRACTOR. INSTALL BLOCKING IN THE WALL. REF 7 A9.1 EQEQ SLAT WALL REF A5.0 P76 9.07 PS11 7 TACK BULLETIN BOARDS SHOWN DASHED FOR CLARITY FURNISHED AND INSTALLED BY GC, REF 6 A9.1 7 P131 9.07 6.27 6.27 RECYCLING AND TRASH 16.05 PS11 PS11 1 A9 ADJUSTABLE SHELVING (NIC) INSTALL BASE AFTER MERCHANDISE RACKS ARE SET GYPSUM BOARD CONTROL JOINT EACH SIDE, REF 2-A6.1 REF A1.1 FOR WAINSCOT TYPE AND COLOR REF A1.1 FOR WAINSCOT TYPE AND COLOR REF A1.1 FOR WALL COLOR B6 6 46 PREFABRICATED EDC PANEL ANCHOR LOCKERS TO EDC WALL STRAPS WITH (4) 1" TAPCON SCREWS PER LOCKER UNIT PREFABRICATED EDC CHAINLINK CHAINLINK - ALT PARTITION WALL CHAINLINK FENCE AND POST ATTACH 2X6 WOOD BLOCKING TO EACH POST WITH (2) #14 TEK SCREWS AND ANCHOR LOCKERS TO BLOCKING WITH (4) LAG SCREWS PER LOCKER UNIT 34 34 ATTACH 1X6 WOOD BLOCKING TO EACH POST WITH (2) #14 TEK SCREWS AND ANCHOR LOCKERS TO BLOCKING WITH (4) LAG SCREWS PER LOCKER UNIT CHAINLINK FENCE AND POST 34 ATTACH P1000H3 UNISTRUT CHANNEL TO CHAINLINK POST WITH (3) #12 TEK SCREWS SPACED EVENLY P1000H3 UNISTRUT CHANNEL TO SPAN BETWEEN SUPPORTS. ATTACH HORIZ AND VERT UNISTRUT WITH FITTING P1325 AND 1/2" HEX BOLTS WITH LOCK WASHERS ANCHOR LOCKERS TO UNISTRUT WITH (4) 1/2" HEX HEAD BOLTS, LOCKING WASHERS AND NUTS PER LOCKER UNIT PARTITION WALL ADJUSTABLE SHELVING (NIC) 1 A9 A9 ADJUSTABLE SHELVING (NIC) SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 0 2 9 8 2 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 M a nA R C H R V 2 d b a o v t A6.0 OFFICE PLAN Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 3/16" = 1'-0" 1 OFFICE PLAN 3" = 1'-0" 3 WALL END 1/4" = 1'-0" 2 SALES WALL ELEVATION 1/4" = 1'-0" 8 BREAK ROOM ELEVATION KEYNOTE LEGEND 6.0224" HIGH PLYWOOD WAINSCOT BEHIND 2X8 WOOD BASE 6.0348" HIGH PLYWOOD WAINSCOT BEHIND 2X8 WOOD BASE 6.17PROTECTIVE WALL SURFACING WITH OUTSIDE CORNER TRIM 6.2748" HIGH WAINSCOT 8.02HOLLOW METAL DOOR AND FRAME 8.05ALUMINUM STOREFRONT 9.075/8" GYPSUM BOARD 10.17DRESSING MIRROR 10.44STAINLESS STEEL SHELF 10.71ALUMINUM CORNER GUARD 16.05INSECT CONTROL UNIT. TYPE NOTED ADJACENT TO UNIT. REF N1 FOR LEGEND AND NOTES 1/4" = 1'-0" 15 DRINKING FOUNTAIN ELEVATION 1/4" = 1'-0" 14 COMPACTOR CHUTE ELEVATION 1/4" = 1'-0" 12 ELEVATION AT MOP SINK 1/4" = 1'-0" 9 BREAK ROOM ELEVATION 1/4" = 1'-0" 11 BREAK ROOM ELEVATION 1/4" 1'-0" 10 BREAK ROOM ELEVATION 1/4" = 1'-0" 7 PERSONNEL ELEVATION 1/4" = 1'-0" 4 SALES WALL ELEVATION 3/4" = 1'-0" 13 LOCKER ANCHORAGE 1/4" 1'-0" 5 ASSISTANT MANAGER ELEVATION 1/4" 1'-0" 6 ASSISTANT MANAGER ELEVATION HTRON ISSUE BLOCK 7CCD#404/01/2021
CUT GYPSUM BOARD TO FIT WITHIN 3/8" OF BOTTOM OF ROOF DECK ATTACH GYPSUM BOARD AT TOP ONLY J-MOLD EDGE CONT SEALANT 1" 3 2 1 / 4 1 3 4 2 1 4 METAL ROOF DECK ATTACH 16 GAUGE 6" DEFLECTION TRACK WITH #10 TEK SCREWS FOR (2) ROWS AT 24" OC TO METAL ROOF DECK 2" 20 GAUGE CONT METAL STRAP WALL FINISH REF PARTITION TYPES NOTE: USE 0.145 DIA PAF FOR DEFLECTION TRACK ATTACHMENT TO GIRT AT SIM CONDITION 1" 1/2" 1/2" 5/8" TYPE X GYPSUM BOARD VERTICAL GYPSUM BOARD CONTROL JOINT REF SPECIFICATIONS 5/8" GAP 1 5/8" DRYWALL SCREWS AT 24" OC 5/8" TYPE X GYPSUM BOARD VERTICAL GYPSUM BOARD CONTROL JOINT REF SPECIFICATIONS GYPSUM BOARD B A CRIPPLE STUD CLEARANCE 1/4" 3/8" HEADER GYPSUM BOARD DEFLECTION TRACK METAL STUD JAMBS PARTITION FLOOR TRACK INSTALL CONTROL JOINT ON BOTH SIDES OF THE WALL LOCATE AT LATCH SIDE ONLY ON SINGLE DOORS ZINC CONTROL JOINT STRIP 1/2" GYPSUM BOARD 5/8" FIRE RATED GYPSUM BOARD 5/8" GYPSUM TO BE FLUSH WITH 1/2" GYPSUM STUD TRACK BEND AND CLIP TO WALL AT 48" OC WITH (2) 1/4" MASONRY SCREWS 1/2" MIN EMBEDMENT ATTACH TO WALL TOP TRACK WITH (3) #10 TEK SCREWS METAL STUD TRACK EXTEND METAL STUD 4" MINIMUM ABOVE CEILING FRAMING METAL STUDS SET 1/2" OFF FACE OF WALL FACE OF WALL CEILING AS SCHEDULE 4 4'-0" MAX BRACE TO ADJACENT WALL AT CORNER DIAGONAL 5/8" METAL STUD BRACING AT 32" OC AS REQD TO STABILIZE PARTITION 20 GAUGE CLIP ANGLE 20 GAUGE TOP TRACK METAL STUDS AS SCHEDULED WALL FINISH REF PARTITION TYPES (3) #10 TEK SCREWS MIN (TYP) 1 3 / 4 2 1 4 3 J-MOLD EDGE EA SIDE 2 1 4 BOTTOM OF DECK FIRESTOPPING 20 GAUGE BRAKE METAL CLOSURE AS REQD WHERE WALL IS PARALLEL TO FLUTES FIRE RATED GYPSUM BOARD. ATTACH AT TOP ONLY ATTACH 16 GAUGE 6" DEFLECTION TRACK WITH 10 TEK SCREWS FOR (2) ROWS AT 24" OC TO METAL ROOF DECK 2" x 20 GAUGE CONTINUOUS METAL STRAP METAL STUDS WALL FINISH REF PARTITION TYPES 2 1 / 4 1 3 4 G A P 2 1 4 3 SLIP JOINT INSTALL FIRESTOPPING SYSTEM AT RATED WALLS CONT SEALANT AT RATED CONDITIONS USE MATERIAL RECOMMENDED BY FIRESTOP MFR AT EA SIDE CUT GYPSUM BOARD TO FIT WITHIN 3/8" OF BOTTOM OF ROOF DECK 20 GAUGE TOP TRACK METAL STUDS JOIST BEYOND SEAL ALL WALL OPENINGS WITH FIRE RATED MATERIAL AT PENETRATIONS REF PLANS FOR RATED CONDITIONS 20 GAUGE BOTTOM TRACK 6" DEFLECTION TRACK 16 GAUGE SECURED TO BOTTOM CHORD OF JOIST WITH (2) 0.145 DIA PAF GYPSUM BOARD SPACER GYPSUM BOARD COVER GYPSUM BOARD REF PARTITION TYPES METAL STUDS NOTE: USE TYPE X GYPSUM BOARD ON BOTH SIDES AT RATED CONDITION METAL STUD REF PLAN FOR PARTITION TYPE 6" 1 5/8" x 18 GAUGE CEILING JOIST UNO ATTACH CEILING JOIST AT EACH STUD WITH (4) #10 TEK SCREWS CEILING PER SCHEDULE ISOMETRIC PLAN NOTES: 1. PROVIDE VERTICAL SLIP JOINT AT ALL INTERSECTION OF SUSPENDED WALLS AND GROUND SUPPORTED WALLS NOT SPECIFICALLY REFERENCED 2. WHEN FLOOR SUPPORTED PARTITION IS PERPENDICULAR TO JOIST INSTALL DEFLECTION TRACK AT BOTTOM OF JOIST (INCLUDE PORTIONS PARALLEL TO JOIST) 20 GAUGE FLOOR SUPPORTED METAL STUD 20 GAUGE ROOF SUPPORTED METAL STUD J MOLD EACH SIDE GYPSUM BOARD NTS ROOFSUPPORTED BULKHEAD FLOORSUPPORTED PARTITION PLAN 1/8" 5/8 1/8 PARTITION FLOOR SUPPORTED BULKHEAD ROOF SUPPORTED CEILING PER SCHEDULE (2) C8 X 1 5/8" X 18 GA METAL STUD BOX BEAM WITH 18 GA METAL TRACKS TOP AND BOTTOM C6 X 1 5/8" X 18 GA METAL STUD AT 24" OC MAX, ANCHOR TO WALL STUDS WITH (4) #10 TEK SCREWS TYP ATTACH CEILING JOIST TO TRACK WITH (2) #10 TEK SCREWS, TOP AND BOTTOM (2) #10 TEK SCREWS AT EACH JOIST CEILING PER SCHEDULE METAL STUD REF PLAN FOR PARTITION TYPE ATTACH JOIST TO WALL WITH (2) #10 TEK SCREWS AT EACH STUD 16 GA TRACK, ATTACH TO EACH WALL STUD WITH (2) #10 TEK SCREWS AS SHOWN METAL STUD REF PLAN FOR PARTITION TYPE ATTACH CEILING JOIST TO TRACK WITH (2) #10 TEK SCREWS, TOP AND BOTTOM 1 1 MAX 1/4" CEILING PER SCHEDULE J-MOLD EDGE METAL STUDS SEAL AIR SPACE WITH EXPANDING FOAM SEALANT METAL ROOF DECK JOIST REF STRUC METAL STUDS (SIZE AS REQD) ATTACH TO TOP AND BOTTOM FLANGE OF JOIST WITH (1) 0.145 DIA PAF AT EACH STUD. GYPSUM BOARD MATERIAL REF PARTITION TYPES 20 GAUGE TOP TRACK 20 GAUGE BOTTOM TRACK 2 1 / 4 1 3 4 2 1 4 DO NOT ATTACH AT SLIP JOINT GYPSUM BOARD ATTACH 16 GAUGE 6" CONT DEFLECTION TRACK WITH 0.145 DIA PAF FOR (2) ROWS AT 24" OC REFERENCE SIDEOPPOSITE SIDEREFERENCE SIDEOPPOSITE SIDE WHERE NO CEILING IS INDICATED AND AT RATED WALLS, CONTINUE GYPSUM BOARD TO DECK UNO METAL STUDS GYPSUM BOARD FACE OF WALL METAL STUDS AT 16" OC WHERE TILE IS INDICATED AS THE FINISH FOR FURRING ATTACHMENT METAL STUDS SET 1/2" OFF FACE OF EXTERIOR WALL UNO FACE OF WALL AS OCCURS BATT INSULATION AT EXTERIOR WALLS ONLY GYPSUM BOARD HR RATED CMU UL # U905 WHERE INDICATED ON PLANS METAL STUDS GYPSUM BOARD 1/2" PLYWOOD WHERE NO CEILING IS INDICATED CONTINUE GYPSUM BOARD AND PLYWOOD TO DECK METAL STUDS GYPSUM BOARD 1/2" PLYWOOD WHERE NO CEILING IS INDICATED CONTINUE GYPSUM BOARD AND PLYWOOD TO DECK UNO METAL STUDS GYPSUM BOARD 1/2" PLYWOOD WHERE NO CEILING IS INDICATED CONTINUE GYPSUM BOARD AND PLYWOOD TO DECK METAL STUDS GYPSUM BOARD 1/2" PLYWOOD WHERE NO CEILING IS INDICATED AND AT RATED WALLS, CONTINUE GYPSUM BOARD TO DECK UNO METAL STUDS GYPSUM BOARD WHERE NO CEILING IS INDICATED AND AT RATED WALLS, CONTINUE GYPSUM BOARD AND PLYWOOD TO DECK UNO METAL STUDS AT 16" OC WHERE TILE IS INDICATED AS THE FINISH GYPSUM BOARD 1/2" PLYWOOD WHERE NO CEILING IS INDICATED AND AT RATED WALLS, CONTINUE GYPSUM BOARD TO DECK UNO METAL STUDS 1/2" GYPSUM BOARD 1/2" WATER RESISTANT GYPSUM BOARD (WATER RESISTANT TYPE X RATED CONDITIONS) 1/2" GLASS-MAT BACKER MATERIAL 5/8" GYPSUM BOARD D C B A E F G V W X Y REFERENCE SIDE OPPOSITE SIDE 1/2" GLASS-MAT BACKER MATERIAL WHERE NO CEILING IS INDICATED AND AT RATED WALLS, CONTINUE GYPSUM BOARD TO DECK UNO FOR FURRING ATTACHMENT REF METAL STUDS AT 16" OC WHERE TILE IS INDICATED AS WALL FINISH SET 1/2" OFF FACE OF EXTERNAL WALL UNO BATT INSULATION AT EXTERIOR WALL OR AS NOTED ON PLANS 1/2" GLASS-MAT BACKER MATERIAL (PROVIDE 5/8" TYPE X GLASS-MAT BACKER MATERIAL AT RATED CONDITIONS) FACE OF WALL AS OCCURS U GYPSUM BOARD 3/4" PLYWOOD 1/2" GYPSUM BOARD METAL STUDS METAL STUDS GYPSUM BOARD 1/2" PLYWOOD GYPSUM BOARD 1/2" PLYWOOD METAL STUDS K M N METAL STUDS AT 16" OC WHERE TILE IS INDICATED AS WALL FINISH HORIZONTAL BRACING AT 36" OC VERTICALLY CEILING JOIST 5/8" WATER RESISTANT GYPSUM BOARD CEILING 8 M I N 1/2" GLASS-MAT BACKER MATERIAL H FOR FURRING ATTACHMENT METAL STUDS SET 1/2" OFF FACE OF WALL BATT INSULATION AT EXTERIOR WALLS ONLY FACE OF WALL AS OCCURS GYPSUM BOARD 1/2" PLYWOOD USE 1/2" WATER RESISTANT GYPSUM BOARD BEHIND CERAMIC TILE OR NRP IN GROCERY AREAS UNO REF A6.1 REF 5 A6.1 SOUND ATTENUATION BATT WHERE NO CEILING IS INDICATED AND AT RATED WALLS, CONTINUE GYPSUM BOARD TO DECK UNO GYPSUM BOARD METAL STUDS AT 16" OC WHERE TILE IS INDICATED AS WALL FINISH 1/2" GLASS-MAT BACKER MATERIAL (PROVIDE 5/8" TYPE X GLASS-MAT BACKER MATERIAL AT RATED CONDITIONS) T WHERE NO CEILING IS INDICATED AND AT RATED WALLS, CONTINUE GYPSUM BOARD TO DECK UNO GYPSUM BOARD METAL STUDS 1/2" WATER RESISTANT GYPSUM BOARD (WATER RESISTANT TYPE X AT RATED CONDITIONS) TT WHERE NO CEILING IS INDICATED AND AT RATED WALLS, CONTINUE GYPSUM BOARD TO DECK UNO FOR FURRING ATTACHMENT METAL STUDS SET 1/2" OFF FACE OF EXTERNAL WALL UNO METAL STUDS BATT INSULATION AT EXTERIOR WALL OR AS NOTED ON PLANS 1/2" WATER RESISTANT GYPSUM BOARD (WATER RESISTANT TYPE X AT RATED CONDITIONS) FACE OF WALL AS OCCURS UU 1/2" WATER RESISTANT GYPSUM BOARD METAL STUDS VV WHERE NO CEILING IS INDICATED AND AT RATED WALLS, CONTINUE GYPSUM BOARD AND PLYWOOD TO DECK UNO METAL STUDS GYPSUM BOARD 1/2" PLYWOOD 1/2" WATER RESISTANT GYPSUM BOARD XX REF 5 A6.1 REF A6.1 FOR FURRING ATTACHMENT METAL STUDS AT 16" OC WHERE TILE IS INDICATED AS WALL FINISH SET 1/2" OFF FACE OF EXTERNAL WALL UNO 1/2" GLASS-MAT BACKER MATERIAL (PROVIDE 5/8" TYPE X GLASS-MAT BACKER MATERIAL AT RATED CONDITIONS) R 1/2" MOISTURE RESISTANT GYP BOARD UP TO 4'-0" UP TO 10'-0" 14'-0" 18'-0" 20'-0" 24'-0" (2) C3 5/8x1 1/4"x20 GA (2) C6x1 5/8"x18 GA (2) C8x1 5/8"x18 GA (2) C8x1 5/8"x16 GA (2) C10x1 5/8"x16 GA (2) C12x1 5/8"x16 GA (2) C3 5/8x1 1/2x20 GA (2) C6x18 GA (2) C6x18 GA (2) C6x16 GA (2) C6x16 GA (2) C6x16 GA HEADER LENGTH HEADER MEMBERS HEADER TRACKS INTERIOR NON-LOAD BEARING PARTITION HEADER SCHEDULE METAL STUD HEADER REF SCHED 16 GA TRACK WITH (3) #10 TEK SCREWS EACH SIDE TO HEADER AND (6) #10 TEK SCREWS TO JAMB METAL STUD JAMB REF SCHED VARIES METAL STUD REF PLANS AND SECTIONS 20 GA BOTTOM TRACK TOP TRACK REF SCHED STUD HEADERS REF SCHED FINISH AS INDICATED BOTTOM TRACK REF SCHED #10 TEK SCREWS AT 16" O.C. VERT. 16 GA TRACK WITH (3) #10 TEK SCREWS EACH SIDE TO HEADER AND (6) #10 TEK SCREWS TO JAMB SECTION-B SECTION-A (1) #10 TEK SCREW AT EACH VERTICAL STUD SECTION B S E C T O N A DOUBLE MTL STUD AT JAMBS REF SCHED 16 GA TRACK TO TOP OF HEADER JAMB STUDS (2) C3 5/8x1 1/4"x20 GA (2) C6x1 5/8"x18 GA (2) C6x1 5/8"x18 GA (2) C6x1 5/8"x16 GA (2) C6x1 5/8"x16 GA (2) C6x1 5/8"x16 GA FASTEN HEADER ASSEMBLY WITH (1) #10 TEK SCREW AT EACH FLANGE AND 12" OC FOR THE LENGTH OF THE HEADER NOTES: 1. MAX WALL HEIGHT ABOVE HEADER ASSEMBLY IS 14'-9". 2. SPLICING OF HEADER AND JAMB MEMBERS IS NOT PERMITTED. 3. MAX SPAN FOR OPENINGS TO RECEIVE INFILL BELOW THE HEADER IS 19'-0". 4. JAMBS NOT TO DECK ARE TO BE BRACED IN ACCORDANCE WITH THE PARTITION BRACING DETAILS. 3 5/8" JAMBS BEYOND 13'-4" ARE TO BE BRACED ABOVE THE OPENING AND SUCH THAT THE MAXIMUM UNBRACED LENGTH S NOT EXCEEDED. 5. FRAMING MEMBERS ARE NOT SIZED FOR VERTICAL LOAD OTHER THAN THAT OF THE PORTION OF WALL ABOVE THE OPENING. (2) #10 TEK SCREWS EACH SIDE AT JAMBS (1) #10 TEK SCREW EACH SIDE. SPACE AT 24" OC. 16 GA DEEP LEG DEFLECTION TRACK. REF PARTITION DETAILS. C6" 1 5/8" x 18 GAUGE EACH SIDE OF JAMB. FASTEN TO TRACK WITH (2) #10 TEK SCREWS EACH SIDE. DO NOT ATTACH TO JAMB. (2) 0.145 DIA. PAF'S AT 24" OC ATTACH TO SLAB WITH (2) 0.145 DIA. PAF'S AT BASE OF JAMB (1) #10 TEK SCREW EACH FLANGE OF EACH STUD 20 GAUGE CONT. STUD TRACK DETAIL-C DETAIL-D DETAIL C DETAIL D HEADER ASSEMBLY REF SCHED (2) #10 TEK SCREWS AT 24" OC VERT 16 GAUGE 1 1/2" FLANGE TRACK TO TO HEADER GENERAL NOTES 1. STUDS CONTINUE TO DECK UNO. REF CAPTURE TRACK DETAILS FOR DEFLECTION REQUIREMENTS. 2. USE 1/2" GYPSUM BOARD ON NON-RATED PARTITIONS UNO. 3. USE 5/8" TYPE X GYPSUM BOARD ON FIRE RATED PARTITIONS. 4. REF ROOM FINISH SCHEDULE FOR ROOMS THAT RECEIVE NRP 5. CONTINUE FINISH MATERIAL TO A MINIMUM OF 4" ABOVE SUSPENDED CEILING SYSTEMS UNO. 6. REF PARTITION KEY SYMBOL FOR STUD THICKNESSES. 7. WHERE NO CEILING IS INDICATED CONTINUE FINISH TO DECK UNO. MAINTAIN CLEARANCE BELOW STRUCTURE PER DEFLECTION TRACK DETAILS. 8. STUD WALLS RECEIVING PLYWOOD SHALL BE 20 GAUGE OR HEAVIER. 9. MAXIMUM HEIGHT OF NON LOAD BEARING WALL ABOVE HEADER TO BE 14'-9". 10. REF SPECIFICATIONS FOR LATERAL BRACING OF STUD PARTITIONS. 11. PROVIDE ALTERNATING DIAGONAL METAL STUD BRACING ABOVE THE CEILING FOR INTERIOR WALL PARTITIONS THAT DO NOT GO TO DECK AND FOR ALL FULL HEIGHT STUD WALLS EXCEEDING THEIR SPECIFIED UNBRACED LENGTH FOR BRACE DETAILS. 12. USE WATER RESISTANT GYPSUM BOARD BEHIND NRP 13. PROVIDE FIRE BLOCKING AT FLOOR AND ROOF LEVELS, CONCEALED SPACES BETWEEN STAIRWAY STRINGERS, PENETRATIONS IN FLOOR/CEILING ASSEMBLIES AND OTHER LOCATIONS AS REQUIRED BY CODE. 14. ROOMS THAT HAVE 5/8" IMPACT RESISTANT GYPSUM BOARD TO 48" AFF NEED 5/8" GYPSUM BOARD ABOVE 48" AFF. REF A7 FOR LOCATIONS. 15. FIRE RATED EGRESS CORRIDORS ARE TO BE SEALED WITH INTUMESCENT SEALING SYSTEMS. RATED WALLS ARE TO BE SEALED TO DECK. 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 PER FIRE STOP MANUFACTURER'S RECOMMENDATIONS. 16. FOR FURRED WALLS PROVIDE VERTICAL METAL STUDS ATTACHED AT 48" OC - REF 4 A6.1 - REF 6 A6.3 PARTITION LEGEND NUMBER INDICATES STUD HEIGHT NO NUMBER INDICATES STUD HEIGHT TO BOTTOM OF ROOF DECK NUMBER INDICATES STUD SIZE AS FOLLOWS: DETAIL SHEET 12 LETTER INDICATES PARTITION TYPE REF PLANS AND SHEET A6.1 PLAN: DETAIL: REFERENCE SIDE OPPOSITE SIDE 1 5/8" METAL 8" METAL 2 1/2" METAL F 8" CMU 3 5/8" METAL 6 6" METAL 12 12" CMU *REF SPECS FOR STUD GAUGE AND SPACING HOUR RATED UL#U465, W415, OR V497 FOR GYPSUM BOARD, 2 HOUR RATED UL #U905 FOR CMU NON RATED WALL SOUND ATTENUATION INSULATION FULL WALL THICKNESS CHAIN LINK FENCE COOLER/FREEZER WALL INDICATES BUILDING TAPE A3 X X.X MASONRY SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AB/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 3 2 0 0 4 2 6 8 P M C U b D 0 3 3 Y A P H A N K N Y 1 0 M a nA R C H R V 8 b e n o s k v A6.1 PARTITION TYPES AND DETAILS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1 1/2" = 1'-0" 15 NON-RATED DEFLECTION TRACK 1 1/2" = 1'-0" 7 GYPSUM BOARD CONTROL JOINT 12" = 1'-0" 2 CONTROL JOINT AT DOOR JAMB 1 1/2" = 1'-0" 6 FIRE RATED CORNER FRAMING 1 1/2" = 1'-0" 5 FURRING ATTACHMENT TO WALL 1 1/2" = 1'-0" 4 PARTITION BRACING 1 1/2" = 1'-0" 3 FIRE RATED CAPTURE TRACK 1 1/2" = 1'-0" 9 PARTITION ATTACHMENT AT PERPENDICULAR JOIST 1 1/2" = 1'-0" 11 CEILING JOIST ATTACHMENT 3" = 1'-0" 10 VERTICAL MOVEMENT JOINT TYPICAL AT ALL ROOF AND FLOOR SUPPORTED PARTITIONS NOT TO SCALE 1 1/2" = 1'-0" 14 BOX BEAM ATTACHMENT DETAIL 1 1/2" = 1'-0" 12 CEILING JOIST ATTACHMENT DETAIL 1 1/2" = 1'-0" 13 CEILING JOIST ATTACHMENT 1 1/2" = 1'-0" 8 CAPTURE TRACK AT JOIST 1 1/2" = 1'-0" 1 HEADER CONNECTION DETAIL ISSUE BLOCK
STUD BRACING AT EACH BAR JOIST TENANT REF A6.3 CONCRETE SLAB SIDE FOLDING GRILLE FURNISHED BY OWNER, INSTALLED BY GENERAL CONTRACTOR PER MFR RECOMMENDATIONS CONT NESTED 3 5/8" x 18 GAUGE STUD AND TRACK ATTACHED TO JOIST CHORD WITH (2) #12 TEK SCREWS EACH END TYP FULL LENGTH OF WALL ROOFING SYSTEM TENANT A6.2 6 6" METAL STUDS A6.1 15 OH SIM BO BULKHEAD 9'0" 5/8" GYPSUM BOARD STEEL JOIST REF STRUC 3 5/8" METAL STUDS - REF 6 A6.3 STUD BRACING AT EACH BAR JOIST CEILING AS SCHEDULED FF EL 0'0" 5/8" GYPSUM BOARD 6" METAL STUDS (3 5/8" AT SIM) FOR BRACING A6.1 15 NO GYP REF A6.1 CEILING AS SCHEDULED TENANT A6.3 6 NOTE: TRACK IN DOOR POCKET MUST ALIGN WITH TRACK MOUNTED TO BOTTOM OF BULKHEAD DOOR POCKET FRAME TO BE SECURED ONLY TO THE BOTTOM OF THE BULKHEAD AND TO CONCRETE SLAB. DO NOT ANCHOR AT SIDES OR ENDS, WHEN OPEN BOTTOM OF GRILLE SHOULD BE A MINIMUM OF 2 1/2" AND A MAXIMUM OF 3" ABOVE SLAB 1/2" GYPSUM BOARD 3 5/8" METAL STUDS 6" METAL STUDS DOOR PROVIDED WITH POCKET CENTERLINE OF DOOR TRACK P R E F A B R I C A T E D P O C K E T V E R F Y W I T H S E C U R T Y G R I L L E M A N U F A C T U R E R 1'-3 5/8" 1 1/2" x 1/2" ALUMINUM CORNER GUARD TO 48" AFF 1 1/2" 1 1/2" ALUMINUM CORNER GUARD TO 48" AFF CORNER BEAD 5/8" GYPSUM BOARD PLAN VIEW OF BENT PLATE BRACKET BEYOND, REF HEADER SCHEDULE 1-A6.1 12 GAUGE BENT PLATE BRACKET BEYOND ATTACH AT CMU WITH (6) 1/4" DIA SCREW ANCHORS WITH 1 1/4" MIN EMBEDMENT ATTACH AT COLUMN WITH (6) #12 TEK SCREWS ATTACH AT METAL STUD WITH (6) #10 TEK SCREWS 3" 3" FRAMING REF STRUC 5/8" GYPSUM BOARD 107'-9 1/2" BO STUD NOTE: TRACK IN DOOR POCKET MUST ALIGN WITH TRACK MOUNTED TO BOTTOM OF BULKHEAD DOOR POCKET FRAME TO BE SECURED ONLY TO THE BOTTOM OF THE BULKHEAD AND TO CONCRETE SLAB. DO NOT ANCHOR AT SIDES OR ENDS, WHEN OPEN BOTTOM OF GRILLE SHOULD BE A MINIMUM OF 2 1/2" AND A MAXIMUM OF 3" ABOVE SLAB DOOR PROVIDED WITH POCKET 5/8" GYPSUM BOARD 1/2" GYPSUM BOARD 3 5/8" METAL STUDS 5/8" GYPSUM BOARD 6" METAL STUDS P R E F A B R I C A T E D P O C K E T V E R F Y W I T H S E C U R T Y G R I L L E M A N U F A C T U R E R BULKHEAD ABOVE CENTERLINE OF DOOR TRACK 3 6 1'-1 3/8" 1 1/2" x 1 1/2" STAINLESS STEEL CORNER GUARD TO 48" AFF R E F P L A N B.6 B.6 ATTACH CONTINUOUS 6"x3 5/8" x 16 GAUGE DEFLECTION TRACK TO BENT PLATE WITH #10 SCREWS AT 12" OC STAGGERED ATTACH CONTINUOUS 6" x 3 5/8" 16 GAUGE LLH BENT PLATE WITH (2) #10 SCREWS AT EACH STUD 1x WOOD BLOCKING BOTTOM OF BLOCKING TO BE AT 9'-1 1/4" AFF 3 5/8" METAL STUD CROSS BRACE DO NOT ATTACH TO BULKHEAD 6" METAL STUD BULKHEAD BOX BEAM WITH (2) 6"x18 GAUGE METAL STUD SIDE MEMBERS WITH 6"x18 GAUGE TOP AND BOTTOM TRACKS. ATTACH TO BOTTOM OF BULKHEAD. DO NOT ATTACH TO ADJACENT VERTICAL WALLS (1) #10 TEK SCREW AT EACH VERTICAL STUD NO GYP AT SIM CONDITION 2 1 4 1 3 4 2 1 / 4 CEILING AS SCHEDULED DO NOT ATTACH TOGETHER HEADER PER SCHEDULE 6" METAL STUDS 5/8" GYPSUM BOARD CONCRETE SLAB 3 5/8" x 20 GAUGE METAL STUDS AT 16" OC A6.1 15 ROOFING SYSTEM P209 5/8" GYPSUM BOARD OH SIM BO BULKHEAD 12'6" 9'-0" AT SIM REF 1 A6.1 B6 6.27 10.71 FF EL 0'0" CONCRETE SLAB SIDE FOLDING GRILLE AND TRACK FURNISHED BY OWNER, INSTALLED BY GENERAL CONTRACTOR PER MFR RECOMMENDATIONS GYPSUM BOARD CUT GYPSUM BOARD TO FIT WITHIN 3/8" OF BOTTOM OF ROOF DECK AND BRACING 6" 20 GAUGE METAL STUDS AT 16" OC CONT SEALANT AT TOP OF WALL 5/8" GYPSUM BOARD CONTINUE STUD TO NEXT JOIST ATTACHMENT REF 6 A6.3 ROOFING SYSTEM FLOORING AND TRANSITION WHERE INDICATED ON FOOD SERVICE ARCHITECTURAL DRAWINGS BO BULKHEAD 9'0" P209 HEADER PER SCHEDULE REF 1 A6.1 CEILING AS SCHEDULED FF EL 0'0" 7 SIDE FOLDING GRILLE FURNISHED BY OWNER, INSTALLED BY GENERAL CONTRACTOR PER MFR RECOMMENDATIONS 5/8" GYPSUM BOARD ON 5/8" METAL STUDS ATTACH CONTINUOUS 4" 3 5/8" x 16 GAUGE DEFLECTION TRACK TO BENT PLATE WITH # 10 SCREWS AT 12" OC STAGGERED ATTACH CONTINUOUS 4" 3 5/8" x 16 GAUGE LLH BENT PLATE WITH (2) #10 SCREWS AT EACH STUD ATTACH EACH VERTICAL STUD WITH (3) #10 TEK SCREWS ROOFING SYSTEM ATTACH 20 GAUGE TOP TRACK WITH #10 TEK SCREWS FOR ROWS AT 24" OC TO METAL ROOF DECK CONT NESTED 6" x 18 GAUGE STUD AND TRACK ATTACHED TO JOIST CHORD WITH (2) #12 TEK SCREWS EACH END TYP FULL LENGTH OF WALL 6" x 20 GAUGE METAL STUDS AT 16" OC PROVIDE ONE STUD DIRECTLY ADJACENT TO EACH SIDE OF EACH JOIST 3 5/8" METAL STUDS STUDS SHALL ALIGN 1/2" GYPSUM BOARD ON 3 5/8" METAL STUDS ICE MACHINE ALCOVE CONCRETE SLAB STEEL JOIST REF STRUC DO NOT ATTACH TOGETHER A6.2 6 CEILING AS SCHEDULED 2 STUD BRACING AT EACH BAR JOIST REF A6.3 CEILING AS SCHEDULED FF EL 0'0" SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 0 2 9 0 1 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 M a nA R C H R V 2 d b a o v t A6.2 INTERIOR WALL SECTIONS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 3/4" = 1'-0" 2 WALL SECTION 3/4" = 1'-0" 8 SECURITY GRILLE POCKET 1 1/2" = 1'-0" 5 HEADER AT CART STORAGE 3/4" = 1'-0" 7 SECURITY GRILLE POCKET 1/2" = 1'-0" 6 HEAD DETAIL 3/4" = 1'-0" 4 WALL SECTION 3/4" = 1'-0" 3 WALL SECTION 3/4" = 1'-0" 1 GRILLE POCKET SECTION KEYNOTE LEGEND 6.2748" HIGH WAINSCOT 10.71ALUMINUM CORNER GUARD ISSUE BLOCK 7CCD#404/01/2021
STEEL JOIST REF STRUC A6.1 15 REF FLOOR PLANS AND FINISH SCHEDULE FOR WALL TYPES CONCRETE SLAB 5/8" GYPSUM BOARD 6" METAL STUDS ROOFING SYSTEM OH FF EL 0'0" ROOFING SYSTEM STEEL JOIST REF STRUCTURAL 6" METAL STUDS 5/8" GYPSUM BOARD NO GRILLE AT SIM CONDITION CONCRETE SLAB SIDE FOLDING GRILLE AND TRACK FURNISHED BY OWNER, INSTALLED BY GENERAL CONTRACTOR PER MFR RECOMMENDATIONS A6.1 15 CEILING AS SCHEDULED HEADER PER SCHEDULE REF 1-A6.1 5/8" GYPSUM BOARD OH SIDE FOLDING GRILLE FURNISHED BY OWNER, INSTALLED BY GENERAL CONTRACTOR PER MFR RECOMMENDATIONS BO BULKHEAD 9'0" P209 FF EL 0'0" B.6 7 A8.1 28 (4) #10 TEK SCREWS MIN STUD TO STUD CONNECTION TYP UNO CONT NESTED 6" x18 GAUGE STUD AND TRACK ATTACHED TO JOIST CHORD WITH (2) #12 TEK SCREWS EACH END TYP FULL LENGTH OF WALL ATTACH EACH VERTICAL STUD WITH (3) #10 TEK SCREWS PROVIDE ONE STUD DIRECTLY ADJACENT TO EACH SIDE OF EACH JOIST 3 5/8" x 20 GAUGE METAL STUD BRACING AT EACH BAR JOIST ATTACH EACH END WITH (2) #12 TEK SCREWS CONTINUOUS 3 5/8" x 20 GAUGE METAL STUD AT MIDPOINT OF DIAGONAL BRACING 6" x 20 GAUGE CONTINUOUS STUD TRACK. ATTACH TO EACH STUD WITH (2) #10 TEK SCREWS 1 1 ATTACHMENT AND BRACING AT PERPENDICULAR JOIST ATTACHMENT AND BRACING AT PARALLEL JOISTS ROOFING SYSTEM ATTACH 20 GAUGE TOP TRACK WITH #10 TEK SCREWS FOR ROWS AT 24" OC TO METAL ROOF DECK 20 GAUGE METAL STUD AT 16" OC REF PLAN FOR SIZE 6" 18 GA CONTINUOUS TRACK ATTACHED TO JOIST CHORD WITH #12 TEK SCREWS AT 12" OC AT BOTH ENDS STRIP END OF STUD FLANGE AS REQUIRED TO ALLOW FOR LAP AT HORIZONTAL BRACING CONTINUOUS 1 1/2 x 1/2 x 16 GA ANGLE ATTACH WITH (1) #10 TEK SCREW AT EACH LEG AT EACH STUD TYP 3 5/8" x 20 GAUGE METAL STUD BRACING AT 32" OC. (3) #10 TEK SCREW CONNECTION AT EACH END 1 1 6" x 20 GA METAL STUDS AT 32" OC REF SPECIFICATIONS FOR SPAN LIMITS TO DETERMINE REQUIRED BRACE ELEVATIONS FOR FULL HEIGHT STUDS AT SIM CONDITION REF SHEET NOTES REF SPECIFICATIONS FOR SPAN LIMITS TO DETERMINE REQUIRED BRACE ELEVATIONS FOR FULL HEIGHT STUDS AT SIM CONDITION REF SHEET NOTES 40 M A X F O R 3 5 8 S T U D S 50 M A X F O R 6 S T U D S 40 M A X F O R 3 5 8 S T U D S 50 M A X F O R 6 S T U D S RECEIVING ROOFING SYSTEM ROOF HATCH REF SPECS INSTALL SUPPORT TUBE RAIL PER MANUFACTURER'S DETAIL INSTALL HATCHGRIP LADDER SAFETY EXTENSION BASE FLASHING ANGLE FRAME REF STRUC 1/2" 3/8" 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" DIA LAG BOLT 2x6 BLOCKING AT ALL LADDER SUPPORTS TYP 1/2" 1/2" STEEL BAR STRINGER 3/4" DIAMETER x 24" LONG METAL RUNG AT 12" OC WELD TO 1/2" FLAT BAR STRINGER 6" METAL STUDS DOUBLE 20 GAUGE STUDS AT EACH SIDE OF LADDER ALIGNED WITH BENT BAR GYPSUM BOARD EACH SIDE REF PARTITION TYPES SLOTTED HOLE FOR FIELD ADJUSTMENT 3x3x1/4 CLIP ANGLE AT EACH STRINGER BOLTED TO FLOOR SLAB WITH 3/4" BOLT CONCRETE SLAB 2x4 BLOCKING BETWEEN EACH STUD FULL LENGTH OF WALL 51 1 1 2 44 51 1 / 4 40 60 2x4 BLOCKING BETWEEN EACH STUD FULL LENGTH OF WALL A9 2 OH P5 P5 3/16 A6.1 15 ℄ ℄ BOS 12'0" BOTTOM OF CAGE SAFETY LADDER CAGE ℄ ℄ 1/2" PLYWOOD WAINSCOT OVER GYPSUM BOARD REF 12 A4.1 FF EL 0'0" JOIST 6" METAL STUDS 2x4 BLOCKING BETWEEN EACH STUD FULL LENGTH OF WALL GYPSUM BOARD EACH SIDE REF PARTITION TYPES 2x4 BLOCKING BETWEEN EACH STUD FULL LENGTH OF WALL 2x4 CONTINUOUS BLOCKING AT 48" AFF TO CENTER OF BLOCKING IN ROOM "178 RECEIVING" ONLY CONCRETE SLAB A9 A6.1 15 RECEIVING SALES SIDE OH ℄ ℄ 40 40 60 ℄ FF EL 0'0" SHEET NOTES 1. REF STRUC FOR ORIENTATION AND MEMBER TYPE 5/8" GYPSUM BOARD ROOFING SYSTEM CONCRETE SLAB CUT GYPSUM BOARD TO FIT WITHIN 3/8" OF BOTTOM OF ROOF DECK AND BRACING CEILING AS SCHEDULED 6" 20 GAUGE METAL STUDS AT 16" OC 5/8" GYPSUM BOARD CONT TRACK CONT SEALANT AT TOP OF WALL P209 CONTINUE STUD TO NEXT JOIST ATTACHMENT A6.3 6 REF A6.3 BO BULKHEAD 9'0" REF SHEET NOTE #1 FF EL 0'0" A8.1 29 CONTINUE SOUND ATTENUATION INSULATION AND WALL FINISH TO DECK WHEN WALL IS SHARED WITH ADJACENT NON-VISION CENTER SPACE EXCEPT FOR FIRE CORRIDORS 6" SOUND ATTENUATION INSULATION ABOVE EXAM ROOM CEILING ONLY CEILING AS SCHEDULED GYPSUM BOARD SOUND ATTENUATION INSULATION TO FILL CAVITY METAL STUD REF PLAN FOR PARTITION TYPE ADDITIONAL 5/8" GYPSUM BOARD AT ADJACENT TOILET SPACE WALL FINISH REF PARTITION TYPES ADJACENT NON-VISION CENTER SPACE VISION CENTER CONTINUE SOUND ATTENUATION INSULATION AND WALL FINISH TO 12' AFF AT EXAM ROOM WHEN WALL IS NOT SHARED WITH ADJACENT NONVISION CENTER SPACE 6" SOUND ATTENUATION INSULATION ABOVE EXAM ROOM CEILING ONLY GYPSUM BOARD SOUND ATTENUATION INSULATION TO FILL CAVITY METAL STUD REF PLAN FOR PARTITION TYPE WALL FINISH REF PARTITION TYPES ADJACENT VISION CENTER SPACE EXAM SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 0 2 9 2 1 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 M a nA R C H R V 2 d b a o v t A6.3 INTERIOR WALL SECTIONS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 3/4" = 1'-0" 1 BULKHEAD SECTION 3/4" 1'-0" 2 WALL SECTION 3/4" = 1'-0" 3 WALL SECTION 3/4" = 1'-0" 6 TYPICAL BULKHEAD ATTACHMENT 3/4" = 1'-0" 4 WALL SECTION 3/4" = 1'-0" 5 WALL SECTION 1/2" 1'-0" 7 SOUND ATTENUATION AT VISION CENTER SHARED WALLS 1 1/2" = 1'-0" 8 SOUND ATTENUATION AT EXAM ROOM WALLS 1 ISSUE BLOCK 1REV #105/08/2020 7CCD#404/01/2021
162109------18134B
135BRECYCLING CENTERA1ALUM---18'0"9'0 1/2"TEMPERED---ALUM---5 SIM423 SIM---2135B
151AFHM-STLP16213'0"7'0"---2HM-STLP162151413------151A
151CHALLWAYNHM-STLP16214'0"7'0"TEMPERED1HM-STLP162109---------151C
153AUPC/UPSGHM-STLP16213'0"7'0"TEMPERED1HM-STLP162109---------153A
159FPUMP ROOMFHM-STLP16214'0"7'0"---2HM-STLP162151413---6,15,22159F
161AFHM-STLP16224'0"7'0"---4HM-STLP162151413---6,15,22161A
162BALCOVEEPLASTICBLACKPR4'0"7'0"ACRYLIC---STL-BPP941716------13, 18, 22162B
163BALCOVEEPLASTICBLACKPR3'0"7'0"ACRYLIC---STL-BPP941716------13, 18, 22163B
167AFAMILY TOILETFHM-STLP16213'0"7'0"---1HM-STLP162109------18167A
171AASSISTANT MANAGERNHM-STLP16213'0"7'0"TEMPERED1HM-STLP162109---------171A
172ATRAININGNHM-STLP16213'0"7'0"TEMPERED1HM-STLP162109---------172A
173APERSONNELFHM-STLP16213'0"7'0"---1HM-STLP162109---------173A
175AMARKET MANAGER'S OFFICEFHM-STLP16213'0"7'0"---1HM-STLP162109---------175A
177AMOTHER'S ROOMFHM-STLP16213'0"7'0"---1HM-STLP162[10][9]------18177A
178ARECEIVINGFHM-STLP16213'0"7'0"---2HM-STLP162151413---6,15,22178A
178BRECEIVINGS6COMPOSITE---16'0"8'8"---------P1358A7A------1, 7, 10, 13178B
178CRECEIVINGS1STEEL---18'0"8'8"---------P13521------1, 10, 13178C
178DRECEIVINGS1STEEL---18'0"8'8"---------P13521------1, 10, 13178D 178ERECEIVINGS1STEEL---18'0"8'8"---------P13521------1, 10, 13178E 178FRECEIVINGS1STEEL---18'0"8'8"---------P13521------1, 10, 13178F 178GRECEIVINGS1STEEL---18'0"8'8"---------P13521------1, 10, 13178G DOORS 301APHARMACYFHM-STLP16213'0"7'0"---1HM-STLP162[15][14]------[---]301A 302APHARMACYFHM-STLP16213'0"7'0"---1HM-STLP162[15][14]------[---]302A 304ARX STORAGEFHM-STLP16213'0"7'0"---1HM-STLP162[10][9]------[---]304A
PHARMACY 300ASALESPHM-STLP16213'0"7'0"---1HM-STLP1621514------[---]300A 303BSALESN1HM-STLP16213'0"7'0"TEMPERED1HM-STLP162[15][14]------31303B
303CHEALTH SERVICESN1HM-STLP16213'0"7'0"TEMPERED1HM-STLP162[15][14]------32303C
DOORS 402AFHM-STLP16213'0"7'0"---2HM-STLP162151413---6,
FOOD SERVICE TENANT
15,22402A
402BFOOD SERVICE TENANTXAL---UPR39'0"9'0"------------298,9-A6.2?6-A1.1?---402B DOORS 500DFHM-STLP16224'0"7'0"---4HM-STLP162151413---6,15,22500D 500GFHM-STLP16224'0"7'0"---4HM-STLP162151413---6,15,22500G 500HOUTSIDE LIVE GOODSAAALUM---112'0"9'4"TEMPERED---ALUM---643---2, 3, 9500H 500LOUTSIDE BAGGED GOODSAAALUM---112'0"9'4"TEMPERED---ALUM---643---2, 3, 9500L 501AOUTSIDE LIVE GOODSFHM-STLP1513'0"7'0"---1HM-STLP158-GC17-GC1------6, 22501A 501BOUTSIDE LIVE GOODSFHM-STLP1513'0"7'0"---1HM-STLP158-GC17-GC1------6, 22501B 502AOUTSIDE BAGGED GOODSFHM-STLP1513'0"7'0"---1HM-STLP158-GC17-GC1------6, 22502A AUTO CENTER 600ET2ALUM---112'0"14'1"TEMPERED------P1358B7B------10600E 600GT2ALUM---112'0"9'5"TEMPERED------P1358B7B------10600G 600HT2ALUM---112'0"9'5"TEMPERED------P1358B7B------10600H
BOH
614AENVIRONMENTAL CAGEVCL---PR4'0"10'0"------STL-P------------------614A
614DENVIRONMENTAL CAGEVCL---14'0"10'0"------STL-P------------------614D
DOORS
615BTIRE STORAGEVCL---PR4'0"10'0"------STL-P------------------615B
600ALUBE AND TIRE MOUNTING
AREAGHM-STLP16214'0"70"TEMPERED1HM-STLP162109------18600A 600LFHM-STLP16213'0"7'0"---2HM-STLP162151413---6,15,22600L 600XTIRE STORAGEFHM-STLP16213'0"7'0"---2HM-STLP162151413---6,15,22600X 601ATOILETFHM-STLP16213'0"7'0"---1HM-STLP162109---------601A
602AFHM-STLP16214'0"7'0"---2HM-STLP162151413---6,15,22602A 602BMECHANICALFHM-STLP16213'0"7'0"---1HM-STLP162109---------602B
612CACC CUSTOMER SERVICEA1ALUM---18'0"8'0"TEMPERED---ALUM---643---2, 3, 9612C 615ETIRE STORAGEFHM-STLP1513'0"7'0"---1HM-STLP158-GC17-GC1------6, 22615E 617BBATTERY STORAGEFHM-STLP16214'0"7'0"---1HM-STLP162109---------617B
DOORS
619ALUBE AND TIRE MOUNTING AREAFHM-STLP16213'0"70"---1HM-STLP162109---------619A
701APROCESSINGGHM-STLP20713'0"7'0"TEMPERED1HM-STLP207109------18701A
705AEXAM #1FHM-STLP20713'0"7'0"---1HM-STLP207109------18705A 706AEXAM #2FHM-STLP20713'0"7'0"---1HM-STLP207109------18706A 708ARECEPTIONDALUM---13'0"7'0"TEMPERED1ALUM---2625------3, 22708A 711COPTICAL SALESDALUM---13'0"7'0"TEMPERED1ALUM---2625------3, 22711C VISION CENTER 711AVESTIBULEDALUM---13'0"7'0"TEMPEREDREF WINDOW TYPE 'E' ALUM---262524---3, 9, 22711A DOORS 801AFHM-STL---13'0"7'0"---2HM-STLP162151413---6,18,22801A 820AFHM-STL---13'0"7'0"---2HM-STLP162151413---6,15,22820A 820BYPLASTBLACK13'0"4'0"------------[---][---][---]---13,14820B DOORS/WINDOWS 800CMONEY CENTERXAL---PR15'0"9'0"------------1127------20800C 801CTENANTXAL---PR17'0"9'0"------------1127------20801C BOH 983BMECH #2VCL---PR4'0"8'0"------STL-P------------------983B DOORS 903AGM PICKUP STORAGEFHM-STL[P16]13'0"7'0"---1HM-STL[P16][15][14][13]---[---]903A 911DYPLASTICBLACK13'0"3'2"---------------------------911D 912ADELI PREPEPLASTICBLACK14'0"7'0"ACRYLIC---STL-BPP942120------13912A 913ABAKERY/DELI UTILITYEPLASTICBLACK13'0"7'0"ACRYLIC---STL-BPP942120------13, 18913A 913CBAKERY/DELI UTILITYEPLASTICBLACK13'0"7'0"ACRYLIC---STL-BPP942120------13, 18913C 920BDELI STORAGEEPLASTICBLACK13'0"7'0"ACRYLIC---STL-BPP942120------13, 18920B 921ABAKERYEPLASTICBLACK13'0"7'0"ACRYLIC---STL-BPP942120------13, 18921A 922ACAKE DECORATINGEPLASTICBLACK14'0"7'0"ACRYLIC---STL-BPP942120------13, 18922A 948AGR PICKUP STORAGE[---]ALUM---16'0"8'0"TEMPERED---ALUM---19B19A18---2, 3, 9, 38, 40, 41948A 981AGM PICKUP STORAGEFHM-STLP16213'0"7'0"---1HM-STLP1621090------981A 991BSTOCKROOM-AEPLASTICBLACKPR3'0"9'0"ACRYLIC---STL-BPP941716------13, 18991B 993AFHM-STLP16223'0"7'0"---4HM-STLP162151413---6, 15, 23993A 993FHALLWAYEPLASTICBLACKPR3'0"9'0"ACRYLIC---STL-BPP941716------13, 18, 22993F 995AFHM-STLP16223'0"7'0"---4HM-STLP162151413---1318, 22995A 995BHALLWAYEPLASTICBLACKPR3'0"9'0"ACRYLIC---STL-BPP941716------13, 18, 22995B 996AGROCERY ALCOVEEPLASTICBLACKPR3'0"9'0"ACRYLIC---STL-BPP941716------13, 18996A WALK-IN DOORS 932ADRY PRODUCE PREPEPLASTICBLACKPR6'0"9'0"ACRYLIC---STL-BPP94------------13932A 961AHALLWAYEPLASTICBLACKPR6'0"9'0"ACRYLIC---STL-BPP94------------13961A 300EPHARMACYUALUM---12'0"2'6"------ALUM---4-PH14-PH14-PH1---[---]300E 300HPHARMACYALUM---120'11 1/2"10'6"---ALUM---1-PH21-PH2---------300H
SCHEDULE MATERIAL KEY ALUMINUM LINK AL STEEL PIPE STL-P HOLLOW METAL-STEEL HM-STL OM ORNAMENTAL METAL HOLLOW METAL HM CHAIN LINK CL ALUMINUM ALUM DESCRIPTION MARK PAIR PR STEEL BENT PLATE STL-BP UNEVEN PAIR UPR SCHEDULE NOTES 1SCHEDULED WIDTH AND HEIGHT ARE ROUGH OPENING SIZE 2AUTOMATIC OPENING DOOR. SCHEDULED DOOR SIZES ARE FRAME OUTSIDE DIMENSIONS 3 SIGNAGE: PROVIDE 1" HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND TEXT TO READ "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". SIGNAGE FURNISHED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR. 4VERIFY DOOR SIZE AND POCKET DEPTH WITH ACCORDION FOLDING DOOR FOR EACH OPENING 5INSTALL LIFT CLEARANCE TRACK TO MAXIMUM HEIGHT ALLOWABLE TO STRUCTURE PER MANUFACTURER SPECIFICATIONS 6EXIT DEVICE AS SPECIFIED 7PROVIDE FLEXIBLE STRIP DOORS AND BRUSH WITH ALUMINUM HOLDER ON BOND BREAKER 8 AUTOMATIC CLOSING DEVICE AND HOLD OPEN MECHANISM 9 10 11NOT USED PROVIDE VENDOR WITH FIELD DIMENSION OF CLEAR WIDTH BETWEEN REFRIGERATED CASES AFTER CASES ARE INSTALLED. 12 15 14 16 NOT USED 17 SIGNAGE: PROVIDE 1" HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND, TEXT TO READ "IN EMERGENCY PUSH TO OPEN". METAL DOOR FRAMES VISIBLE TO CUSTOMER NOT IN EXTERIOR WALLS TO RECEIVE EPOXY PAINT 20 19 18 USE 7'-8" HIGH DOOR PACKAGE IN A 7'-4" HIGH OPENING INSTALL SIDE FOLDING GRILLE PER MANUFACTURER'S RECOMMENDATIONS 21NOT USED REF A2 FOR EXTERIOR DOOR AND FRAME COLOR 13 PROVIDE ONE INCH CLEARANCE BETWEEN EDGE OF STRIKE SIDE OF DOOR AND CABINET. 22 PROVIDE TACTILE EXIT SIGN TYPE "E", REF N1. SIGNAGE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. ONE LEAF OF CAFE DOOR MUST BE A MINIMUM OF 32" WIDE OWNER FURNISHED AND INSTALLED. DOORS TO BE FACTORY FINISH, DO NOT PAINT 23 PROVIDE TACTILE EXIT SIGN TYPE "E1", REF N1. SIGNAGE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. 37 METAL DOOR FRAMES VISIBLE TO CUSTOMER NOT IN EXTERIOR WALLS TO RECEIVE EPOXY PAINT 38 PREFINISHED DOOR AND HARDWARE FURNISHED AND INSTALLED BY VENDOR 39 DOOR AND HARDWARE FURNISHED, INSTALLED AND PAINTED BY GC 40 AUTOMATIC OPENER INSTALLED BY VENDOR, REF SPEC 41 CARD READER INSTALLED BY GC, REF SPEC 42 INSTALL STOREROOM LOCK, REF SPEC 31 GC TO PURCHASE AND COORDINATE INSTALLATION OF SECURITY FILM FROM NGS, FULL FROST PRODUCT # NGS-HSR-FF-S 35 GC TO PURCHASE AND COORDINATE INSTALLATION OF SECURITY FILM FROM NGS, FULL FROST W/ CUT IN MORTAR/ PESTLE LOGO PRODUCT # NGS-WRX-FR-S 36 GC TO PURCHASE AND COORDINATE INSTALLATION OF SECURITY FILM FROM NGS, HALF FROST PRODUCT # NGS-HSR-HF-S 2"2" 2 1 HOLLOW METAL 2 HOLLOW METAL 4 HOLLOW METAL 2"2" 4 2"4"2" 4 2 BB AUTOMATIC SLIDING SO-SX-SX-SO MOTION DETECTOR TYP MUNTIN BAR 2" CRASH BARS AT 6" AND 24" TYP 10" BOTTOM RAILS TYP SLIDE SLIDE SLIDE AUTOMATIC SLIDING O-SX MUNTIN BAR MOTION DETECTOR TYP 10" BOTTOM RAILS TYP 2" CRASH BARS AT 6" AND 24" TYP A1 1/4" SOLID PANEL CLEAR VIEW ACRYLIC VISION PANEL 2'-0" HIGH IMPACT BUMPER ON EACH SIDE OF DOOR E FULL HEIGHT TRAFFIC F FLUSH G HALF LITE N NARROW LITE S1 SECTIONAL OVERHEAD STEEL V CHAIN LINK BI-PARTING SIDE FOLDING GRILLE (SEE DOOR SCHEDULE FOR EVEN OR UNEVEN PAIR) SLIDE SIDE FOLDING GRILLE X CC AUTOMATIC SLIDING SO-SX-SX-SO MOTION DETECTOR TYP MUNTIN BAR 2" CRASH BARS AT 6" AND 24" TYP 10" BOTTOM RAILS TYP SLIDE SLIDE AUTOMATIC SLIDING SO-SX-SX-SO MUNTIN BAR SLIDE 2" CRASH BARS AT 6" AND 24" TYP SLIDE AA FULL GLASS (STOREFRONT) 1/4" TEMPERED GLASS TYP 2" CRASH BARS AT 6" AND 24" TYP 10" BOTTOM RAILS TYP D 6'-0" 1 6'-0" SECTIONAL OVERHEAD ALUMINUM SOLID PANELS SOLID PANELS T2 2ND AND 3RD PANELS FROM THE BOTTOM TO BE VISION PANELS 10" BOTTOM RAILS TYP 2 34 S6 SECTIONAL OVERHEAD COMPOSITE G1 FULL LITE CAFE TRAFFIC Y USE SINGLE LEAF WHERE INDICATED ON PLAN A F F 10 56 5 3/4"5 3/4" U COILING SHUTTER SURFACE MOUNTED BIPARTING SLIDING DOOR C3 SLIDE SLIDE 80 12'-0" CRASH BARS TYP MOTION DETECTOR TYP KEYCARD EXTERIOR MOUNTED SLIDER HARDWARE AND INSTALLATION BY VENDOR DOUBLE DOOR DOOR HOOD NOTE TO G.C.: GRIND SPLIT FACE CMU TO FLUSH CONDITION FOR PROPER DOOR OPERATION. 40 A F F SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 1 2 0 1 1 5 4 3 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 0 M nA R C H R V 2 0 d b e o E 5 Z M R v A8 DOOR SCHEDULE Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 DOOR AND FRAME SCHEDULE DETAIL REFERENCES ARE TO SHEET A8.1 UNO DETAIL REFERENCES ARE TO SHEET A8.1 UNO MARKROOM NAME DOOR FRAME FIRE RATING (MINIMUM) NOTESMARK TYPEMATERIALCOLORQTY NOMINAL SIZE GLASSTYPEMATERIALCOLOR DETAIL WIDTHHEIGHT HEADJAMBTHRESHOLD DOORS 101AGM VESTIBULEBBALUM---112'0"12'0"TEMPERED---ALUM---5423---2, 3, 9, 22101A 101BGM VESTIBULEBBALUM---112'0"12'0"TEMPERED---ALUM---5423---2, 3, 9, 22101B 101CGM VESTIBULECCALUM---112'0"10'0"TEMPERED---ALUM---10-A8.211-A8.2, 423---2, 3, 9, 22101C 101DGM VESTIBULECCALUM---112'0"10'0"TEMPERED---ALUM---10-A8.211-A8.2, 423---2, 3, 9, 22101D 102ASALESFHM-STLP16213'0"7'0"---1HM-STLP162109------18102A 104CGM CART STORAGES6COMPOSITE---114'0"4'8"---------P495-A3.37B------1, 5, 10, 13104C 107ACASHFHM-STLP16213'0"7'0"---1HM-STLP162109---------107A 108ACOUNTINGFHM-STLP16213'0"7'0"---1HM-STLP162109------18108A 110BFHM-STLP16213'0"7'0"---2HM-STLP162151413---6,15,22110B 110JHALLWAYFHM-STLP16213'0"7'0"---1HM-STLP162109------6,18,22110J 113ASTORE MANAGERS OFFICENHM-STLP16213'0"7'0"TEMPERED1HM-STLP162109------18113A 115AGR VESTIBULEBBALUM---112'0"12'0"TEMPERED---ALUM---5423---2, 3, 9, 22115A 115BGR VESTIBULEBBALUM---112'0"12'0"TEMPERED---ALUM---5423---2, 3, 9, 22115B 115CGR VESTIBULECCALUM---112'0"10'0"TEMPERED---ALUM---10-A8.211-A8.2, 423---2, 3, 9, 22115C 115DGR VESTIBULECCALUM---112'0"10'0"TEMPERED---ALUM---10-A8.211-A8.2, 423---2, 3, 9, 22115D 118CGR CART STORAGES6COMPOSITE---114'0"4'8"---------P495-A3.37B------1, 5, 10, 13118C 119AAP OFFICEFHM-STLP16213'0"7'0"---1HM-STLP162109------18119A
15,22122A 127ASEASONAL AREAFHM-STLP16213'0"7'0"---1HM-STLP162109------18127A 134APROCESSINGS6COMPOSITE---16'0 3/8"4'8"---------P495-A3.37B------1, 5, 10, 13134A
122AFHM-STLP16213'0"7'0"---2HM-STLP162151413---6,
134BPROCESSINGFHM-STLP16213'0"7'0"---1HM-STLP
3/16" = 1'-0" DOOR FRAME TYPES 3/16" = 1'-0" DOOR TYPES SERVICE DELI 3/16" 1'-0" 3 SLIDING DOOR ELEVATION 16 ISSUE BLOCK 1REV #105/08/2020 2REV #207/15/2020 4ADD409/18/2020 6CCD#302/22/2021 12CCD#906/07/2021 13CCD#1006/23/2021 16CCD#1308/10/2021
1 4 ℄ ANCHORS PER MANUFACTURER WALL CONDITION REF SECTION SEALANT BOTH SIDES 1/4" SHIM ALUMINUM FRAME ALUMINUM SLIDING DOOR FRAME GLAZING BREAKAWAY DOOR PIVOT INTERIOR EXTERIOR 3 3/8" THREADED ROD WELDED TO HEAD ANGLES AT 16" OC. USE HILTI HY150 INJECTION ADHESIVE WITH 3 1/2" MINIMUM EMBEDMENT CONT SEALANT ALL EDGES BOTH SIDES 4"x 4"x1/4" ANGLE TO 5'-0" AFF. SEAL ALL EDGES, GRIND PRECAST CORNER TO 1/2" RADIUS FOR ANGLE ATTACHMENT 3/8" DIAMETER A307 THREADED ROD AT 16" OC SET IN HILTIHY150 INJECTION ADHESIVE WITH 3 3/8" MINIMUM EMBEDMENT 4"x4"x1/4" ANGLE SEAL EXTERIOR EDGE. GRIND PRECAST CORNER TO 1/2" RADIUS FOR ANGLE ATTACHMENT SECTIONAL OVERHEAD DOOR, TYP PRECAST STRUCTURAL WALL PANEL, EXPOSED AGGREGATE FINISH BRUSH WITH ALUMINUM HOLDER ON BOND BREAKER REF DOOR SCHEDULE FOR LOCATIONS INSIDE FLEXIBLE STRIP DOOR MOUNT. EXTEND 1'-0" BEYOND DOOR. RETURN TO WALL AT ENDS REF DOOR SCHEDULE FOR LOCATIONS FLEXIBLE STRIP DOORS REF DOOR SCHEDULE FOR LOCATIONS OVERHEAD DOOR TRACK VINYL WEATHER STRIP 4"x4"x1/4" ANGLE OVERHEAD DOOR CONT SEALANT INTERIOR PRECAST STRUCTURAL WALL PANEL, EXPOSED AGGREGATE FINISH 3 3/8" THREADED ROD WELDED TO HEAD ANGLES AT 16" OC. USE HILTI HY150 INJECTION ADHESIVE WITH 1/2" MINIMUM EMBEDMENT 4"x4"x1/4" ANGLE SEAL EXTERIOR EDGE. GRIND PRECAST CORNER TO 1/2" RADIUS FOR ANGLE ATTACHMENT EXTERIOR 6 VARIES DOOR NO STOP AT CASED OPENING TYPICAL DISTANCE TO WALL AT HINGE SIDE ONLY UNO CONTINUOUS SEALANT EACH SIDE DOUBLE STUDS AT JAMB WALL TYPE REF PARTITION TYPES REF 1 A6.1 VARIES DOOR NO STOP AT CASED OPENING CONTINUOUS SEALANT EACH SIDE FOR PARTITION TYPE REF PLANS FOR HEADER DETAILS REF 1 A6.1 JAMB WEATHERSTRIPPING HOLLOW METAL DOOR DOOR BOTTOM WEATHERSTRIPPING THRESHOLD SET IN FULL BED MASTIC #10 MACHINE SCREWS WITH EXPANSION SHIELDS CONT SEALANT AT ALL EDGES OF THRESHOLD INTERIOR EXTERIOR EXTERIOR GYPSUM BOARD AND J MOLD SET IN CONSTRUCTION ADHESIVE DOORS AT FURRING CONDITION RETURN GYPSUM BOARD TO DOOR JAMB CONT SEALANT EACH SIDE 4"x4"x1" STYROFOAM BLOCK. MASTIC IN PLACE AT 3'-3" AFF TO CENTER OF BLOCK, EXTERIOR DOORS ONLY DOOR AND FRAME REF DOOR SCHEDULE WEATHERSTRIP REF PLAN FOR PARTITION TYPES ATTACH FRAMING WITH 1/2" DIAMETER EXPANSION ANCHOR THRU METAL SLEEVE(3 PER JAMB) DIMPLE FRAME AND SMOOTH WITH BODY PUTTY GROUT FILL PRECAST STRUCTURAL WALL PANEL, EXPOSED AGGREGATE FINISH INTERIOR EXTERIOR BACKER ROD AND SEALANT EACH SIDE GROUT FILL HEAD WEATHERSTRIP DOOR AND FRAME REF DOOR SCHEDULE DRIP CAP AT EXTERIOR DOOR ONLY CONT SEALANT FOR PARTITION TYPE REF PLANS PRECAST STRUCTURAL WALL PANEL, EXPOSED AGGREGATE FINISH 6" 2 1 2 DOOR 1/2"x1/4"x4'-0" HIGH STEEL PLATE WELDED TO FACE OF JAMB (STOCKROOM SIDE ONLY) GRIND SMOOTH AND PAINT 1/4" STEEL PLATE CHANNEL: PROVIDE COUNTERSUNK HOLES FOR 3/8" SCREWS AT 18" OC 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 SEALANT (BOTH SIDES) TRIPLE STUD AT JAMBS FOR PARTITION TYPE REF PLANS 2 1 2 DOOR 1/4" STEEL PLATE CHANNEL WELD AND GRIND SMOOTH PROVIDE COUNTERSUNK HOLES FOR 3/8" SCREWS AT 18" OC SEALANT (BOTH SIDES) (3) C6 1 5/8" x 16 GAUGE METAL HEADER STUDS WITH SPACERS CONTINUOUS TRACK AT BOTTOM FOR PARTITION TYPE REF PLANS VARIES 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 SEALANT BOTH SIDES DOUBLE STUDS AT JAMBS FOR PARTITION TYPE REF PLANS 2 1 2 REF 1 A6.1 EXTER OR 4 x x1 ANGLE GR ND PRECAST CORNER TO 1 2 RAD US FOR ANGLE ATTACHMEN CONTINUOUS SEALANT PRECAST STRUCTURA WA L PANE EXPOSED AGGREGA E F N SH LLET SEALANT O NT EACH S DE DOCK SEAL INSTALL PER MFR'S INSTRUCTIONS NTER OR SECT ONAL OVERHEAD DOOR PA NT AMB TO MATCH PRECAST F N SH 3 1 / 8 CONT NUOUS SEALANT 3/8" THREADED ROD WELDED TO HEAD ANGLES AT 16" OC. USE HILTI HY 150 INJECTION ADHESIVE WITH 3 1/2" MIN. EMBEDMENT OVERHEAD DOOR TRACK PRECAST STRUCTURAL WALL PANEL, EXPOSED AGGREGATE FINISH 3/8" THREADED ROD WELDED TO HEAD ANGLES AT 16" OC. USE HILTI HY150 INJECTION ADHESIVE W/ 3 1/2" MIN. EMBEDMENT 4"x4"x1/4" ANGLE, GRIND PRECAST CORNER TO 1/2" RADIUS FOR ANGLE ATTACHMENT VINYL WEATHER STRIP SECTIONAL OVERHEAD DOOR CONT SEALANT FILLET SEALANT JOINT EACH SIDE DOCK SEAL INSTALL PER MFR'S INSTRUCTIONS 3 1 / 8 PAINT JAMB TO MATCH PRECAST FINISH COUNTER SUNK 1/4"x2" EXPANSION ANCHORS AT 12" OC AT THRESHOLD BEYOND CONT SEALANT AT ALL EDGES OF THRESHOLD BEYOND CONTINUOUS SEALANT AT BOTTOM OF DOOR FRAME BEYOND ALUMINUM FRAME BEYOND GLAZING AUTOMATIC SLIDING DOOR CONT SEALANT BOTH SIDES SHIM AS REQUIRED ANCHORS PER MANUFACTURER COLUMN REF STRUCTURAL ALUMINUM FRAME ALUMINUM SLIDING DOOR FRAME GLAZING BREAKAWAY DOOR PIVOT ℄ FULLY ADHERED ALUMINUM BRAKE FORMED CLADDING TO MATCH STOREFRONT SET THRESHOLD IN MASTIC 2" ALUMINUM CRASH BAR ALUMINUM DOOR ALUMINUM FRAME SYSTEM BEYOND GLAZING 4 6 3 / 8 ALL EXTERIOR ALUMINUM MANUAL DOORS MANUAL OPERATING DOOR ALUMINUM FRAME ANCHORS PER MANUFACTURER BACKER ROD AND SEALANT BOTH SIDES EDGE OF DOOR JAMB J MOLD GYPSUM BOARD AND J MOLD SET IN CONSTRUCTION ADHESIVE DOORS AT FURRING CONDITION RETURN GYPSUM BOARD TO DOOR JAMB REF PLAN FOR PARTITION TYPES C E N T E R L N E 1 / 4 1 3 4 D O O R O P E N N G ALL MANUAL ALUMINUM DOORS NOT IN A WINDOW ASSEMBLY DOORS AT FURRING CONDITION RETURN GYPSUM BOARD TO DOOR REF PLAN FOR PARTITION TYPES J MOLD GYPSUM BOARD AND MOLD SET IN CONSTRUCTION ADHESIVE EDGE OF DOOR JAMB BACKER ROD AND SEALANT BOTH SIDES ALUMINUM FRAME DRIP CAP AT EXTERIOR DOOR ONLY GLAZING MOTION DETECTOR EXTERIOR MASONRY LINTEL REF STRUCTURAL AUTOMATIC SLIDING DOOR HEAD ASSEMBLY MOTION DETECTOR ALUMINUM FRAME BEYOND GLAZING SURFACE MOUNTED AUTOMATIC SLIDING ENTRY DOOR PRECAST WALL JAMB BEYOND CONTINUOUS SEALANT BEYOND PRECAST STRUCTURAL WALL PANEL, EXPOSED AGGREGATE FINISH CONTINUOUS BACKER ROD AND SEALANT EACH SIDE AUTOMATIC SLIDING DOOR HEAD ASSEMBLY ABOVE CONTINUOUS BACKER ROD AND SEALANT EACH SIDE SURFACE MOUNTED AUTOMATIC SLIDING ENTRY DOOR AND FRAME CONTINUOUS SEALANT AUTOMATIC SLIDING ENTRY DOOR BOTTOM RAIL BELOW CONTINUOUS BACKER ROD AND SEALANT EACH SIDE EXTERIOR PRECAST STRUCTURAL WALL PANEL, EXPOSED AGGREGATE FINISH CONTINUOUS BACKER ROD AND SEALANT EACH SIDE COUNTER SUNK 1/4"x2" EXPANSION ANCHORS AT 12" OC THRESHOLD SET IN FULL BED MASTIC SURFACE MOUNTED AUTOMATIC SLIDING ENTRY DOOR 8" SMOOTH FACE CMU JAMB BEYOND BOTTOM RAIL BEYOND CONTINUOUS SEALANT BEYOND EXTERIOR COUNTER SUNK 1/4"x2" EXPANSION ANCHORS AT 12" OC AT THRESHOLD BEYOND CONTINUOUS SEALANT AT ALL EDGES OF THRESHOLD BEYOND AUTOMATIC SLIDING DOOR FLOORING REF FINISH PLAN EXTERIOR DOOR INTERIOR DOOR 1 / 2 1 2 VEST BULE EXTERIOR SALES 6" MIN V A R E S P R E F A B R C A T E D P O C K E T V E R F Y W I T H D O O R M A N U F A C T U R E R DOOR PROVIDED BY GRILLE MANUFACTURER CORNER TRIM SIDE FOLDING GRILLE WITH PRE-FABRICATED POCKET ENCLOSURE TENANT REF PLANS FOR PARTITION TYPE AND WALL COVERINGS R E F D O O R S C H E D U L E HEADER REF 1-A6.1 1/2" PLYWOOD AT FRAME WALL BEYOND VESTIBULE 1/4" SHIM AUTOMATIC SLIDING DOOR REF SCHEDULE MAIN SALES SEALANT BOTH SIDES BOS 5/8" GYPSUM BOARD REF 1 A3.2 NO TRANSOM AT SIMILAR CONDITIONS M N 4 2 5/16"3/8"2 5/16" SIDE FOLDING GRILLE ENCLOSURE TRACK TOP OF TRACK AT 9'-1 1/4" AFF SEALANT BOTH SIDES TYP 5/8" GYPSUM BOARD ON SALES FLOOR SIDE #10 TEK SCREWS AT 12" OC (8 PLACES AS SHOWN) PARTITION HEADER PER SCHEDULE REF 1-A6.1. EXTEND HEADER JUST BEYOND BACK SIDE OF POCKET DOORS. AT FOOD SERVICE TENANT: BOX BEAM WITH (2) 6" x 5/8" 18 GAUGE METAL STUD SIDE MEMBERS WITH 6" 18 GAUGE TOP AND BOTTOM TRACKS. ATTACH TO BOTTOM OF BULKHEAD. DO NOT ATTACH TO VERTICAL WALLS BEYOND CEILING MATERIAL AND HEIGHT AS SCHEDULED FOR PARTITION TYPE REF PLANS (1) #10 TEK SCREW AT EACH VERTICAL STUD 1/2" GYPSUM BOARD 1x WOOD BLOCKING CORNER BEAD TYP J-BEAD TYP SALES SIDE NOTE: TRACK IN DOOR POCKET MUST ALIGN WITH TRACK MOUNTED TO BOTTOM OF HEADER DOOR 2 1 2 VARIES WELD CONT 5/16" STEEL PLATE TO CHANNEL 1/4" STEEL PLATE CHANNEL PROVIDED WITH COUNTER SUNK HOLES FOR 3/8" HOLES AT 18" OC FOR PARTITION TYPE REF PLANS SEALANT BOTH SIDES FOR HEADER DETAILS REF 1 A6.1 EXTERIOR INTERIOR OVERHEAD DOOR CONT SEALANT 3 1/2" x 3 1/2" HIGH IMPACT HEAVY DUTY CORNER GUARD AT CART STORAGE DOORS ONLY HOLD 2" ABOVE SLAB PRECAST STRUCTURAL WALL PANEL, EXPOSED AGGREGATE FINISH 3/8" THREADED ROD WELDED TO HEAD ANGLES AT 16" OC. USE HILTI HY150 INJECTION ADHESIVE WITH 3 1/2" MIN EMBEDMENT 3 4"x 4"x1/4" ANGLE TO 5'-0" AFF. SEAL ALL EDGES, GRIND PRECAST CORNER TO 1/2" RADIUS FOR ANGLE ATTACHMENT INTERIOR EXTERIOR FELT JOINT REF STRUC PRECAST STRUCTURAL WALL PANEL, EXPOSED AGGREGATE FINISH AUTOMATIC SLIDING ENTRANCE DOORS OVERHEAD DOOR TRACK VINYL WEATHER STRIP SECTIONAL OVERHEAD DOOR CONT SEALANT INTERIOR PRECAST STRUCTURAL WALL PANEL, EXPOSED AGGREGATE FINISH 3 3/8" THREADED ROD WELDED TO HEAD ANGLES AT 16" OC. USE HILTI HY150 INJECTION ADHESIVE WITH 3 1/2" MINIMUM EMBEDMENT 4"x4"x1/4" ANGLE SEAL EXTERIOR EDGE. GRIND PRECAST CORNER TO 1/2" RADIUS FOR ANGLE ATTACHMENT EXTERIOR M N 4 SIDE FOLDING GRILLE ENCLOSURE TRACK TOP OF TRACK AT 9'-1 1/4" AFF SEALANT BOTH SIDES TYP 5/8" GYPSUM BOARD ON SALES FLOOR SIDE PARTITION HEADER PER SCHEDULE REF 1-A6.1. EXTEND HEADER JUST BEYOND BACK SIDE OF POCKET DOORS. AT FOOD SERVICE TENANT: BOX BEAM WITH (2) 6" 1 5/8" x 18 GAUGE METAL STUD SIDE MEMBERS WITH 6" x 18 GAUGE TOP AND BOTTOM TRACKS. ATTACH TO BOTTOM OF BULKHEAD. DO NOT ATTACH TO VERTICAL WALLS BEYOND CEILING MATERIAL AND HEIGHT AS SCHEDULED FOR PARTITION TYPE REF PLANS (1) #10 TEK SCREW AT EACH VERTICAL STUD 1/2" GYPSUM BOARD 1x WOOD BLOCKING CORNER BEAD TYP J-BEAD TYP NOTE: TRACK IN DOOR POCKET MUST ALIGN WITH TRACK MOUNTED TO BOTTOM OF HEADER FOR STUD WALL CONDITION, (2) 10 TEK SCREWS AT EACH STUD AT 16" OC FOR MASONRY CONDITIONS, (2) 1/4" TAPCONS INTO MASONRY WITH 1 1/2" EMBEDMENT AT 16" OC CLEAT INCLUDED WITH LEDGE SYSTEM LEDGE SYSTEM GC FUNRISHED, GC INSTALLED. REF SPECS FOR CUTTING REQUIREMENTS AND INSTALLATION SALES TENANT CEILING AS SCHEDULED 9'-0" AFF FV CLEAT AND HARDWARE INCLUDED WITH LEDGE SYSTEM FOR PARTITIONS TYPE REF PLANS CUSTOMER SERVICE SALES LEDGE SYSTEM GC FURNISHED, GS INSTALLED. REF SPECS FOR CUTTING REQUIREMENTS AND INSTALLATION FOR STUD WALL CONDITIONS, (2) #10 TEK SCREWS AT EACH STUD AT 16" OC FOR MASONRY CONDITIONS, (2) 1/4" TAPCONS INTO MASONRY WITH 1 1/2" EMBEDMENT AT 16" OC EXTERIOR PRECAST STRUCTURAL WALL PANEL, EXPOSED AGGREGATE FINISH, GRIND TILL SMOOTH MASONRY LINTEL REF STRUCTURAL AUTOMATIC SLIDING DOOR HEAD ASSEMBLY ALUMINUM FRAME BEYOND GLAZING SURFACE MOUNTED AUTOMATIC SLIDING ENTRY DOOR CONTINUOUS SEALANT CONTINUOUS SEALANT BEYOND ADDITIONAL GAP CLOSURE AND SEALANT MAY BE REQUIRED TO ASSURE CONTINUOUS SEALANT PRECAST STRUCTURAL WALL PANEL, EXPOSED AGGREGATE FINISH, GRIND TILL SMOOTH AUTOMATIC SLIDING DOOR HEAD ASSEMBLY ABOVE CONTINUOUS SEALANT CONTINUOUS SEALANT CONTINUOUS SEALANT AUTOMATIC SLIDING ENTRY DOOR BOTTOM RAIL BELOW CONTINUOUS SEALANT EXTERIOR EXTER OR SURFACE MOUNTED AUTOMATIC SLIDING ENTRY DOOR AND FRAME AUTOMATIC SLIDING DOOR HEAD ASSEMBLY ABOVE PRECAST STRUCTURAL WALL PANEL, EXPOSED AGGREGATE FINISH. GRIND TILL SMOOTH CONTINUOUS SEALANT CONTINUOUS SEALANT AUTOMATIC SLIDING ENTRY DOOR BOTTOM RAIL BELOW PRECAST STRUCTURAL WALL PANEL, EXPOSED AGGREGATE FINISH. GRIND TILL SMOOTH AIR CURTAIN MOUNT PER MFR RECOMMENDATIONS REF MECH AND STRUCTURAL INTERIOR EXTERIOR REF STRUCTURAL FOR ATTACHMENT LINTEL REF STRUCTURAL AUTOMATIC SLIDING DOOR HEAD ASSEMBLY ALUMINUM FRAME BEYOND SURFACE MOUNTED AUTOMATIC SLIDING ENTRY DOOR GRIND TILL SMOOTH FOR AGGREGATE PRECAST PANEL SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 2 8 2 0 1 8 2 0 0 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 0 M nA R C H R V 2 0 s c a n s S Y N 2 v A8.1 DOOR DETAILS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1 1/2" = 1'-0" 4 JAMB 1 1/2" = 1'-0" 7A JAMB 1 1/2" = 1'-0" 8A HEAD 1 1/2" = 1'-0" 9 JAMB 1 1/2" 1'-0" 10 HEAD 3" = 1'-0" 13 THRESHOLD 1 1/2" = 1'-0" 14 JAMB 1 1/2" = 1'-0" 15 HEAD 1 1/2" = 1'-0" 16 JAMB 1 1/2" = 1'-0" 17 HEAD 1 1/2" = 1'-0" 20 JAMB 1 1/2" = 1'-0" 1 JAMB 1 1/2" = 1'-0" 2 HEAD 3" = 1'-0" 3 THRESHOLD 1 1/2" = 1'-0" 22 JAMB 1 1/2" = 1'-0" 24 THRESHOLD 1 1/2" = 1'-0" 25 JAMB 1 1/2" = 1'-0" 26 HEAD 1 1/2" = 1'-0" 19BHEAD 1 1/2" = 1'-0" 19AJAMB 1 1/2" = 1'-0" 18 THRESHOLD 3" 1'-0" 23 THRESHOLD 1 1/2" = 1'-0" 27 JAMB 1 1/2" = 1'-0" 5 HEAD 1 1/2" 1'-0" 11 HEAD 1 1/2" = 1'-0" 21 HEAD 1 1/2" = 1'-0" 7B JAMB 1 1/2" = 1'-0" 6 HEAD 1 1/2" 1'-0" 8B HEAD 1 1/2" = 1'-0" 28 TENANT CANOPY DETAIL 1 1/2" = 1'-0" 29 CUSTOMER SERVICE BULKHEAD 1/2" 1'-0" 12 SLIDING DOOR HEAD EXTERIOR MOUNTED 1 1/2" = 1'-0" 7 BI-PARTING SLIDING DOOR JAMB EXTERIOR MOUNTED 13 13 ISSUE BLOCK 7CCD#404/01/2021 13CCD#1006/23/2021 1 1/2" = 1'-0" 8 HEAD 13
5/8" VARIES SALES GLAZING ALUMINUM FRAME 1/2" PLYWOOD AT FRAME 1/4" SHIM SEALANT BOTH SIDES EXTERIOR ARCHITECTURAL BRAKE METAL; ANODIZED ALUMINUM FINISH AT JAMB CONDITION REF 1 A6.1 5/8" HEADER REF 1-A6.1 ALUMINUM FRAME SEALANTS BOTH SIDES 1/2" PLYWOOD AT FRAME 1/4" SHIM GLAZING VARIES SALES VARIES SLIDING GLASS WINDOW ASSEMBLY HOLLOW METAL FRAME CONT SEALANT EACH SIDE CONTINUOUS TRACK ROOM SIDE VARIES SLIDING GLASS WINDOW ASSEMBLY HOLLOW METAL FRAME CONT SEALANT EACH SIDE AT JAMB CONDITION DOUBLE STUD AT HEAD CONDITION REF HEADER SCHEDULE 1-A6.1 ROOM SIDE EXTERIOR 1/4" SHIM ALUMINUM STOREFRONT SEALANT EACH SIDE EXTERIOR WALL REF ELEVATIONS AND SECTIONS PAINT EXPOSED HEAD AND JAMB TO MATCH ADJACENT WALL EQEQ R O U G H O P E N N G W N D O W F R A M E ALUMINUM STOREFRONT 1/4" SHIM WITH SEALANT BOTH SIDES CONCRETE FLOOR SLAB FOUNDATION WALL REF STRUC ANODIZED ALUMINUM SOLID PANEL EQEQ FULLY ADHERED ALUMINUM BRAKE FORMED CLADDING TO MATCH STOREFRONT EACH SIDE RECYCLED RUBBER TIRE STOP WHERE APPLICABLE REF PLANS EXTERIOR CONCRETE CURB REF 9 SP2.1 100' 0" FF EL 100' 8" TOM 4 GLAZING ALUMINUM STOREFRONT 1/4" SHIM WITH SEALANT BOTH SIDES REF ELEVATIONS SEALANT EQEQ FULLY ADHERED ALUMINUM BRAKE FORMED CLADDING TO MATCH STOREFRONT 1 FULLY ADHERED FLASHING MEMBRANE EXTEND UP TO TOP OF STUD 1/4" SHIM WITH SEALANT BOTH SIDES GLAZING CONTINUOUS SEALANT CONTINUOUS SEALANT TAPER EDGE TO PROVIDE SLOPE 1/2" EXTERIOR GRADE PLYWOOD SHEATHING G A P 1 FULLY ADHERED ALUMINUM BRAKE FORMED CLADDING TO MATCH STOREFRONT ALUMINUM STOREFRONT 1/4" SHIM WITH SEALANT BOTH SIDES HSS REF STRUCTURAL PREFINISHED SILL FLASHING SET IN MASTIC GLAZING 1/4" SHIM WITH SEALANT BOTH SIDES EXTERIOR INTERIOR ALUMINUM FRAME RECEPTOR AT HEAD ONLY EQEQ FULLY ADHERED ALUMINUM BRAKE FORMED CLADDING TO MATCH STOREFRONT EACH SIDE SEALANT CONT SEALANT BOTH SIDES ALUMINUM FRAME ALUMINUM SLIDING DOOR FRAME GLAZING BREAKAWAY DOOR PIVOT SHIM AS REQUIRED ANCHORS PER MANUFACTURER GLAZING COLUMN REF STRUCTURAL FULLY ADHERED ALUMINUM BRAKE FORMED CLADDING TO MATCH STOREFRONT ℄ ℄ N B C D LL 8 94 ALUMINUM (AUTO CENTER) ALUMINUM (CART STORAGE) HOLLOW METAL (TRAINING) 37 30 2'-0" ANODIZED ALUMINUM SOLID PANEL PASS THRU ALUMINUM (VESTIBULE) ALUMINUM (VESTIBULE) 20 68 12-A8.2 5-A8.2 6-A8.2 6-A8.2 4A 8 2 5A 8 2 9A 8 2 1 0A 8 2 5A 4 2 1A 3 3 7A 8 2 6A 8 2 7A 8 2 1 W 30 40 3'-0" ALUMINUM (AUTO CENTER) 2-A8.2 2A 8 2 3A 8 2 X ALUMINUM (VESTIBULE) 1 0A 8 2 7A 8 2 48 48 (2) EQ SPACES 8'-0" P ALUMINUM (BREAKROOM) 17-A8.2 1 7A 8 2 1 6A 8 2 80 16 A ALUMINUM (PHARMACY) (5) EQ SPACES 14'-9 1/2" 2-A8.2 2A 8 2 3A 8 2 REF 12-A8.2 AND 10-A8.2 SIM FOR JAMB CONDITION 28 1 27 (4) EQ SPACES 14'-8" (3) EQ SPACES 6'-0" (3) EQ SPACES 10'-0" 46 1 08 1'-7" 8 64 8 24 5'-2" 21 0 41 0 1 U COILING (PHARMACY) 1/4" TEMPERED GLASS TYP 3'-0" 24 38 28 8 7'-3 7/8" E ALUMINUM (VISION CENTER) DOOR REF DR SCHED 7 AA 8 2 6-A8.2 EA SIDE 6A 8 2 CONTINUOUS SEALANT COLOR TO MATCH WALL SHEET METAL FLASHING PAINT TO MATCH WALL EXTERIOR JAMB BEYOND GLAZING CONT SEALANT, BOTH SIDES EXTERIOR WALL REF ELEVATIONS AND WALL SECTIONS 4 1/4" SHIM ALUMINUM STOREFRONT 1/2" GYPSUM BOARD CONTINUOUS SEALANT METAL STUD AND GYPSUM BOARD FURRING, REF PLAN FOR PARTITION TYPE 1" 1/2" GYPSUM BOARD BEYOND ALUMINUM RECEPTOR BY STOREFRONT MFR AT HEAD ONLY CONTINUOUS SEALANT BOTH SIDES ALUMINUM STOREFRONT 1/4" SHIM GLAZING 1/2" GYPSUM BOARD METAL STUD AND GYPSUM BOARD FURRING, REF PLAN FOR PARTITION TYPE CONTINUOUS J-MOLD AND SEALANT 1" EXTERIOR WALL REF ELEVATIONS AND WALL SECTIONS EXTERIOR 1/4" SHIM ALUMINUM STOREFRONT SEALANT EACH SIDE FULLY ADHERED ALUMINUM BRAKE FORMED CLADDING TO MATCH STOREFRONT 5/8" GYPSUM BOARD 1/2" EXTERIOR PLYWOOD SHEATHING CHANNEL WITH CONTINUOUS SEALANT METAL STUDS, REF STRUC EXTERIOR WALL REF ELEVATIONS AND SECTIONS CONTINUOUS SEALANT NOTE: NO STOREFRONT AT SIM ALUMINUM STOREFRONT 1/4" SHIM WITH SEALANT BOTH SIDES CONCRETE FLOOR SLAB FOUNDATION WALL REF STRUC ANODIZED ALUMINUM SOLID PANEL EQEQ FULLY ADHERED ALUMINUM BRAKE FORMED CLADDING TO MATCH STOREFRONT EACH SIDE RECYCLED RUBBER TIRE STOP WHERE APPLICABLE REF PLANS EXTERIOR 4 SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R AB/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 8 0 2 1 2 5 2 1 P M C U h D 0 8 3 1 Y A P H A N K N Y 9 0 M nA R C H R V 1 8 a e s a h y v A8.2 WINDOW AND DOOR DETAILS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1 1/2" = 1'-0" 2 SILL / JAMB 1 1/2" = 1'-0" 3 HEAD 1 1/2" = 1'-0" 4 SILL 1/2" 1'-0" 5 HEAD / JAMB 1 1/2" = 1'-0" 6 HEAD / JAMB 1 1/2" = 1'-0" 7 SILL 1/2" 1'-0" 8 SILL 1 1/2" = 1'-0" 9 SILL 1 1/2" = 1'-0" 10 HEAD / SILL 1 1/2" = 1'-0" 11 JAMB 3/16" = 1'-0" WINDOW TYPES 1 1/2" = 1'-0" 16 SILL 1 1/2" = 1'-0" 17 HEAD/JAMB 1 1/2" = 1'-0" 12 JAMB NOT USED 13 NOT USED 14 NOT USED 15 1 1/2" = 1'-0" 7A SILL ISSUE BLOCK 1REV #105/08/2020
UNO 2'-6" PLASTIC LAMINATE ON 3/4" SUBSTRATE TOP AND BACKSPLASH CONTINUOUS 2x4 BLOCKING 1 1/4" OD STEEL PIPE AT 4'-0" OC MAXIMUM PAINT TO MATCH ADJACENT WALL UNO FLANGE ATTACHMENT SCREW AT COUNTER AND TO FLOOR CONT SEALANT 4 1 1 / 2 U N O 28 A9 5 OH PL9 3/4" EDGE BLOCKING GRAY 3MM EDGE BANDING 3/4" 1 1 2 PLASTIC LAMINATE ON 3/4" SUBSTRATE 3/4" x 4" CONTINUOUS WOOD BLOCKING SET BASES IN CONT SEALANT 2x8 WOOD BASE SEALANT SET PLYWOOD ON SEALANT BED 1/2" PLYWOOD WAINSCOT OVER GYPSUM BOARD WAINSCOT LOCATIONS AND HEIGHTS REF PLANS WALL PARTITION CHAMFERED SMOOTH REF PLAN FOR PARTITION TYPE VARIES SEAL EDGE IN FOOD PREP AREAS 3/8" EXPANSION BOLTS AT 48" OC EXTERIOR WALL 3/8" EXPANSION BOLTS AT 48" OC REF PLUMB FOR SIZE, LOCATION AND CLEANOUT OF PIPE REF PLANS FOR LOCATION OF PIPES REQUIRING PROTECTIVE COVER. FIELD VERIFY ALL DIMENSIONS. 3 L O C A T O N V E R F Y A T A T E A C H L O C A T I O N F I E L D V E R F Y L O C A T I O N V E R F Y A T 3 CONTINUOUS 1/8" BENT STEEL PLATE EXTEND FROM FF TO 4" ABOVE CEILING OR 10'-0" AFF WHERE NO CEILING IS REQUIRED CONCRETE FILL 8” DIAMETER CORE DRILL CONCRETE FLOOR SLAB 4” DIAMETER CORE DRILLED PIPE BOLLARD, FILL WITH CONCRETE ROUND OFF TOP 3 20 28 16 GAUGE CLIP ANGLE ANCHOR WITH (4) #10 TEK SCREWS EACH LEG CEILING JOIST HEADER CEILING JOIST DOUBLE JOISTS AT EACH SIDE OF OPENING CEILING ACCESS DOOR GALVANIZED METAL CASING BEAD OPENING SIZEREF SPECS 3 L O C A T O N V E R I F Y A T E A C H F I E L D 3/8" LAG SCREW AT 48" OC MAX, EACH SIDE CONTINUOUS 1/8" BENT STEEL PLATE EXTEND FROM FF TO 4" ABOVE CEILING OR 10'-0" AFF WHERE NO CEILING IS REQUIRED REF PLUMB FOR SIZE, LOCATION AND CLEANOUT OF PIPE 2x4 10" LONG BLOCKING AT 48" OC VERTICAL STUD WALL NOTE: REF PLANS FOR LOCATION OF PIPES REQUIRING PROTECTIVE COVER. FIELD VERIFY ALL DIMENSIONS. DISREGARD DETAIL IF NO REFERENCE IS FOUND 2x4 10" LONG BLOCKING AT 48" OC VERTICAL SHEET NOTES 1. REFER TO SHEET A7 FOR SCHEDULE FINISH KEY PLAN SECTION REF PLAN FOR PARTITION TYPE 6" x 20 GAUGE STUDS CENTERED ON EACH FRAME PROVIDE (2) #12 SELF DRILLING SCREWS WITH 1 1/2" PENETRATION INTO BLOCKING 1" APART AT TOP AND BOTTOM OF FRAME (2) L2x2x3/16 FRAMES 3/4" PLYWOOD, SCREW TO FRAME WITH TAP SCREWS AT 6" OC. PROVIDE CUT OUT AROUND ANGLE SUPPORTS AT ENDS (3) L2x2x3/16 BETWEEN FRAMES 2x6 WOOD BLOCKING NESTED IN 6" METAL STUD TO 10'-6" AFF CENTERED ON EACH FRAME L2x2x3/16 TYP 12 12 24 1'-1" ℄ 2'-2" ℄ ℄ 2'-4" 3/16" TYP TYP 2'-4" TYP 3/16" TYP 2 1 2 26 2 1 2 METAL STUD WALL PLAN S E C T I O N 80 C L E A R A F F L2x2x3/16 TYP PLAN (3) L2x2x3/16 BETWEEN FRAMES 3/4" PLYWOOD, SCREW TO FRAME WITH TAP SCREWS AT 6" OC, PROVIDE CUT-OUT AROUND ANGLE SUPPORTS AT ENDS SECTION (2) L2x2x3/16 FRAMES 3/8" DIA A307 THREADED ROD SET IN ANCHOR ADHESIVE WITH 3 3/8" MIN EMBEDMENT TYP NRP TO 8'-0" AFF 2 2'-4" 3/16 TYP TYP TYP 12 12 2'-4" ℄ ℄ ℄ 3/16 TYP 1'-1" 2'-2" 26 2 MASONRY WALL MASONRY WALL PLAN S E C T O N 24 80 C L E A R A F F 4 4" CORNER OF WALL A PLAN DOOR JAMB 6 2" B PLAN AT DOOR AIR CURTAIN UNIT REF MECH 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 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 OVERHEAD TRACK ABOVE M A X 1 1 2 ℄ EXTERIOR EXTERIOR WALL BEAM REF STRUC ATTACH AIR CURTAINS WITH THREADED RODS REF AIR CURTAIN MFR FOR SIZE AIR CURTAIN REF MECH MOUNT PER MFR RECOMMENDATIONS P1000 UNISTRUT EACH END SECTIONAL OVERHEAD DOOR DOOR TRACK INSTALL TIGHT TO WALL PRIOR TO AIR CURTAIN INSTALLATION 1/82 1/82 EXTERIOR WALL 107'-0" TO STEEL BLOCKING IN BREAKROOM DUPLEX OUTLET AND DATA OUTLET REF ELEC FOR MOUNTING HEIGHT 2X8 WOOD BLOCKING C E L N G H E I G H T 2 STUD CAVITIES 10 A9 7 1 / 2 7 1 / 2 ℄ ℄ 2X8 WOOD BLOCKING L4x2x18GAx4" WITH (2) #10 TEK SCREW INTO STUD AND (2) #10x1/2" WOOD SCREWS TO BLOCKING L2x2x18GAx4" WITH (2) #10 TEK SCREW INTO STUD AND (2) #10x1/2" WOOD SCREWS TO BLOCKING STUD CAVITIES 5/8"IMPACT RESISTANT GYPSUM BOARD EA SIDE 6" METAL STUD CONTINUOUS SEALANT AT TOP OF BASE 2 1/2"x2 1/2"x3/16"x4'-6" HSS COLUMN EA SIDE 46 P L A S T C L A M I N A T E 40 RB1 PS7 P131 A9 14 13 A9 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 2 1/2"x 2 1/2"x3/16" HSS COLUMN 5/8" IMPACT RESISTANT GYPSUM BOARD 3/16 1"4"1" 1 3 5 6" 5/8" IMPACT RESISTANT GYPSUM BOARD 2 1/2"x2 1/2"x3/16" HSS COLUMN CAP PLATE WITH SEAL WELD (2) #12 TEK SCREWS EA COLUMN, TYP 6"x16 GA CONT MTL TRACK PLASTIC LAMINATE ON 3/4" SUBSTRATE 3MM EDGE BANDING PL30 P1000T UNISTRUT TOP AND BOTTOM (32" MIN LENGTH) 2x6 BLOCKING AT ANCHOR POINTS ATTACH P1000T TO BLOCKING AT ENDS AND 4" OC BETWEEN WITH 5/16" 2" LAG SCREW AND WASHER 3/8" UNISTRUT CHANNEL NUT AND BOLT WITH LOCK WASHER AT CABINET MOUNT POINTS (4 MIN) 6"x20 GA METAL STUDS AT 16" OC E L E V A T O N DATA SWITCH ENCLOSURE FURNISHED BY OWNER R E F S D P L A N G M G R C 4 1 R E V T L E G D C 2 8 8 ℄ ℄ PLAN #10 TEK SCREW EACH FLANGE 3" OC (3 MIN) 20 GA STUD TRACK FULL DEPTH OF BLOCKING L3x3x6 16 GA ATTACH TO STUD WITH (3) #10 TEK SCREWS AND TO BLOCKING WITH (3) 5/16"x1-1/2" LAG SCREWS 2x6 BLOCKING P1000T UNISTRUT DATA SWITCH ENCLOSURE 5 REF PARTITION TYPES FOR WALL SUBSTRATE REF PARTITION TYPES FOR WALL SUBSTRATE STUD WALL CONDITION MASONRY WALL CONDITION ELEVATION SECTION PLAN S E C T O N 3/8" HILTI HLC OR EQUIVALENT SLEEVE ANCHOR WITH 1-1/2" EMBEDMENT (4 MIN) DATA SWITCH ENCLOSURE FURNISHED BY OWNER SECTION MASONRY WALL (2) STUD CAVITIES MIN DATA SWITCH ENCLOSURE FURNISHED BY OWNER REF ISD PLAN BO ENCLOSURE CABINET MOUNT POINTS (TYP) 16" TYP 2x6 BLOCKING BEYOND METAL STUDS BEYOND P1000T UNISTRUT GRID GRID GRID GRID RATED CONDITION NON-RATED CONDITION REF PARTITION TYPE 2 1/2" METAL STUDS 1/2" GYPSUM BOARD STEEL COLUMN 5/8" TYPE X GYPSUM BOARD RATED COLUMN WRAP UL #X528 STEEL COLUMN 1 5/8" METAL STUDS UL #U465 RATED PARTITION 1 2 V A R E S SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AB/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 3 2 0 0 4 2 8 6 P M C U b D 0 3 3 Y A P H A N K N Y 1 0 M a nA R C H R V 8 b e n o s k v A9 DETAILS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1" 1'-0" 1 COUNTER SECTION 3" = 1'-0" 5 EDGE SECTION 1 1/2" = 1'-0" 2 WAINSCOT SECTION 3" = 1'-0" 6 PIPE PROTECTOR 1" 1'-0" 9 CORE DRILLED BOLLARD 3" 1'-0" 11 CEILING ACCESS DOOR 1 1/2" = 1'-0" 15 PIPE PROTECTOR 1" = 1'-0" 8A WATER HEATER SUPPORT 1" 1'-0" 8B WATER HEATER SUPPORT 1/2" = 1'-0" 3 BOLLARD PLANS 1/2" = 1'-0" 18 AIR CURTAIN BRACKET 1 1/2" = 1'-0" 17 AIR CURTAIN AT CART STORAGE 1/2" = 1'-0" 7 TV BRACKET BLOCKING 1/2" 1'-0" 10 TV BRACKET BLOCKING PLAN 1/2" = 1'-0" 12 KNEEWALL SECTION NTS 13 KNEEWALL SECTION NTS 14 KNEEWALL SECTION 1" 1'-0" 16 DATA SWITCH ENCLOSURE ATTACHMENT 1 1/2" = 1'-0" 4 COLUMN FURRING ISSUE BLOCK
ABBREVIATION LEGEND ADJ - ADJUSTABLE SHELF CAB BUTTS TALLER MILLWORK FE FINISHED END W BUTTS WALL REF 5 - A9 SHEET NOTES 1. REF SHEET A7 FOR SCHEDULE FINISH KEY 2. ALL MELAMINE TO BE WHITE UNO 3. REF ELEVATIONS FOR CABINET FINISHED END CONDITIONS 2'-4" 4 26 3 4 21 0 2'-6" 1 / 4 TYP 2'-1 1/2" 2 ADJ MELAMINE ON 1/2" SUBSTRATE DRILL FOR ADJUSTABLE SHELVES 4" FROM SHELF EDGE EDGE COLOR TO MATCH PLAM COLOR TO MATCH ALL INTERIOR COMPONENTS MELAMINE ON 3/4" SUBSTRATE (UNO) LOCK HIGH WEAR PLASTIC LAMINATE ON 3/4" SUBSTRATE TOP 1 / 4 PL7 PL9 A9.1 2 3/4" SUBSTRATE OH FOR EDGE CONDITION REF A9 PLASTIC BASEANCHOR WITH SCREWS AT 16" OC BASE SET IN FULL BED OF MASTIC 2X BASE FRAME DOOR OR DRAWER BUMPER PAD PLASTIC BASE 2" 4 B9 FILLER PIECE A9.1 EQEQ -A 1 CUSTOMER SERVICE DESK FURNISHED BY OWNER INSTALLED BY GC 7 B.6 B CUT HOLE IN COUNTERTOP FOR NEW POWERPOLE DRILL FOUR 3/8" HOLES EACH CORNER PRIOR TO CUTTING OPENING VERIFY SIZE OF POWER POLE BEFORE CUTTING OPENING IN COUNTER TOP SEAL AROUND POWER POLE WITH SILICONE SEALANT AFTER SETTING 2 3/4" 3 3/4" 2 1 3 4 REF ELEV/PLAN VARIES U N O 46 40 UNPAINTED FIBERBOARD REF SPECS FOR ATTACHMENT ATTACH TRIM TO FIBERBOARD USING TRIM HEAD SCREWS TIM WITH 2-1/4" COLONIAL CASING. PAINT P131 7 L4x2x18GAx4" WITH (2) #10 TEK SCREW INTO STUD AND (2) #10x1/2" WOOD SCREWS TO BLOCKING 2x8 WOOD BLOCKING 2 STUD CAVITIES GYP BOARD SLAT WALL L2x2x18GAx4" WITH (2) #10 TEK SCREW INTO STUD AND (2) #10x1/2" WOOD SCREWS TO BLOCKING L2x2x18GAx4" WITH (2) #10 TEK SCREW INTO STUD AND (2) #10x1/2" WOOD SCREWS TO BLOCKING L4x2x18GAx4" WITH (2) #10 TEK SCREW INTO STUD AND (2) #10x1/2" WOOD SCREWS TO BLOCKING 2 LAYERS OF 5/8" PLYWOOD. ATTACH TO BLOCKING WITH #10 WOOD SCREWS AT 6" OC AROUND PERIMETER AND 16" OC IN FIELD NEW 2x8 WOOD BLOCKING DUPLEX OUTLET AND DATA OUTLET 2 STUD CAVITIES C E L I N G H E G H T 7-A9.1 8 8 14 R E F E L E C T R I C A L CUT PANELS OF SLAT WALL FOR INSTALLATION OF 2 LAYERS OF 5/8" PLYWOOD. REF SPECS FOR CUTTING REQUIREMENTS. PAINT PLYWOOD P131 11 1 SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 0 2 9 6 4 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 M a nA R C H R V 2 d b a o v t A9.1 BREAK ROOM AND CUSTOMER SERVICE MILLWORK DETAILS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1" = 1'-0" 3 BASE CABINET SECTION 6" = 1'-0" 2 TOE SPACE 3/4" = 1'-0" 4 CABINET ELEVATION 3/16" = 1'-0" 1 CUSTOMER SERVICE MILLWORK PLAN 1 1/2" = 1'-0" 5 POWER POLE LOCATION 1/2" = 1'-0" 6 TACK BULLETIN BOARD ISSUE BLOCK 7CCD#404/01/2021 1 1/2" = 1'-0" 7 TV BRACKET BLOCKING ON SLAT WALL 1/2" 1'-0" 8 TV BRACKET FOR SLAT WALL
DD 9 8.4 B C6 2 A H2 C6 PHARMACY 300 75 50 1 4 RX STORAGE 304 D6 D6 D6 1-PH2.1 304A 2-PH1 4P H 1 -PH1 3P H 1 P L B Y 3 2 P L L B A Y 3 3A 5 6 PHARMACY TOILET 301 PH1 6 C6 C6 C6 C6 "TRUE" REFRIGERATOR OWNER FURNISHED, GC INSTALLED PHARMACISTS BENCH OWNER FURNISHED, GC INSTALLED CHECKOUT COUNTER, PROTECTIVE BARRIER, PRIVACY WALLS, AND BOLLARDS OWNER FURNISHED, GC INSTALLED MILLWORK OWNER FURNISHED AND INSTALLED SHELF STANDARDS GC TO INSTALL AND ANCHOR NEW AND RELOCATED PHARMACY PILLBAYS AND FILLPODS, COORDINATE WITH STORE PLANNING. REF FXS SHEETS FOR ANCHORING HOLD CEILING GRID 4 1/2" OFF OF WALL FOR SHUTTER CLEARANCE NEW OVERHEAD COILING DOOR OWNER FURNISHED, GC INSTALLED MILLWORK FREEZER AND ASSOCIATE FRIDGE O T C OWNER FURNISHED, GC INSTALLED FILLER PANEL CUT TO FIT 17 FINISHED OPENING MIN M N 10.5 10.5 17 10.5 16" WIDE WALL STANDARD ABOVE REFRIGERATOR JOIST SPACING 16" OC TYPICAL, PROVIDE 24" CLEAR SPACING FOR RECESSED LIGHTS, REFERENCE MEP FOR LOCATIONS C6 C6 3 2 P L L B A Y 3'-2" 12 C6 HOLD 1'-0" A 3 2 P L L B A Y 3 2 P L L B A Y 6 B 3 2 P L L B A Y 3 2 P L L B A Y 3'-10 1/8" 3'-4"3'-4"3'-4"6'-7 4'-6"1/8" 6"6'-7 1/2"6"6'-6 1/2"3'-0"1'-10 1/4"20'-11 1/2"1'-8 1/4" 300A 303B 303C 302A 301A 16 W A 4 W A 8 W C L 4 W A W L C 2'-8"5"1'-6" 1" 5'-0 1/2" 1" 56 20 31 1 1 PH2 1'-6"4'-6"1'-6"3'-4"1'-6"3'-4"1'-6"3'-4"1'-6" SAFE MUST BE INSTALLED, RELOCATED, AND SERVICED BY APPROVED TECHNICIANS ONLY. GC TO PREPARE AREA WHERE SAFE WILL BE LOCATED PER PLANS, REMOVE CARPET THAT WILL BE UNDER THE SAFE. GC TO COORDINATE WITH THE SAFE MANUFACTURER IN ADVANCE TO ENSURE AVAILABILITY OF MANUFACTURERS INSTALLATION CREW. REFERENCE PH3 FOR NEW LOCATION. CONTACT: MICHAEL JARAMILLO DIRECT LINE: 951-361-9222 FAX: 951-685-6531 MJARAMILLO@AMSECUSA.COM ROOM 300 PHARMACY EXTERIOR WALLS AND SHEATHING BE TO DECK, GAPS AROUND PENETRATIONS MUST BE KEPT AT A MINIMUM <2" TO ENSURE SECURITY P Y 10.07 10.14 10.05 10.05 10.09 REFERENCE SHEET A5.5 AND A5.6 FOR FIXTURE MOUNTING HEIGHTS AND LOCATIONS FIXTURE DIMENSIONS ARE TO FACE OF FINISH 8P H 1 10.06 6 1 2 45 3 4 13 10.14 34-A5.6 20 71 0 46 96 HEALTH SERVICES 303 PHARMACY STORAGE 302 16 16 16 PRINTER OWNER FURNISHED, GC INSTALLED MILLWORK OVERHEAD COILING DOOR OWNER FURNISHED, GC INSTALLED CHECKOUT SCREENS AND GLASS, TYP P131 B9 1 PH2 POWER AND DATA TO BE LOCATED UNDER EQUIPMENT TREE PROVIDE CONTINUOUS BLOCKING BEHIND WALL MOUNTED EQUIPMENT ARM OWNER FURNISHED, GC INSTALLED WALL MOUNTED EQUIPMENT TRACK OWNER FURNISHED AND INSTALLED MILLWORK 2'-10" 21 0 22 POWER POLE POWER POLE OWNER FURNISHED, GC INSTALLED PHARMACISTS BENCH NOTHING TO BE INSTALLED BEHIND SAFE OWNER FURNISHED, GC INSTALLED CPU BRACKETS, TYP REMOVABLE PANEL, TYP ELECTRICAL RECEPTACLES FURNISHED BY OWNER, INSTALLED BY GC, TYP 45 1 4 7'4 3'7/8" 0 12'1/8" 9 1/8" 34 1 2 3'6'3/8"2'3" 11 7/8" 1" 10 1/4"2'1/2" MOUNT EQUIPMENT ARMS, OWNER FURNISHED GC INSTALLED 7 PNEUMATIC TUBE TELLER UNIT WITH AUDIO AND VIDEO COMMUNICATIONS OWNER FURNISHED, GC INSTALLED UPPER CABINETS P131 SHREDDER B9 UPRIGHT REFRIGERATOR OWNER FURNISHED, GC INSTALLED BASE CABINET (2) CASH DRAWERS, OWNER FURNISHED, GC INSTALLED PNEUMATIC TUBE SYSTEM REF SPEC 14580 MEDICAL FREEZER AND ASSOCIATE REFRIGERATOR CONTINUOUS BEAD OF SILICONE AT BACKSPLASH 2'-3"4'-6"2'-3" 31 1 1 / 4 17 1 4 4 29 1 2 3'-4 1/2"2'-3"3'-5" PH2 1 PH2.1 4'-0" X 2'-0" ACCESS PANEL HINGE AT TOP PAINT TO MATCH WALL COLOR 2'-0" X 2'-0" OPENING IN BLOWER ENCLOSURE CEILING MOUNT BLOWERS ON WEARWELL MODEL 497.58x2x3BK ISOLATION PAD NOTE: HINGE ACCESS DOOR AT TOP NOTE: ACCESS PANEL OPENING AT 11'-0" AFF REF 1-A6.1 FOR HEADER 4 PH2.1 6 2'4" 23 1 2 1 1" 1 COUNSELING DOOR 300A/300E SALES SIDE DOOR MOUNTED PLEXI GLASS INSTALLATION PREPARATION: PLEXIGLASS AND HARDWARE GC FURNISHED THROUGH HJC MODIFY PLEXI GLASS ACCORDING TO "ACRYLIC SHEET FABRICATION GUIDE" PROVIDED WITH THE KIT. CONTACT HJC IF NOT INCLUDED COORDINATE SIZE OF PLEXI GLASS NEEDED WITH HJC, GC WILL CUT TO FIT PLEXI GLASS ON SITE, PLEXI GLASS MUST BE MINIMUM .220" THICK MAKE SURE ALL EDGES ARE SMOOTH AND STRAIGHT PRIOR TO INSTALLATION GC TO PRE-DRILL ALL HOLES PRIOR TO INSTALLATION. REFERENCE ELEVATION FOR TYPICAL MOUNTING LOCATIONS. PROTECT PLEXIGLASS SURFACE WHILE DRILLING INSTALLATION INSTALL HARDWARE PER MANUFACTURERS INSTRUCTIONS USING PRE-DRILLED PLEXI GLASS. SITE ADAPT CONDITIONS MAY VARY, THE FOLLOWING ARE GUIDELINES FOR INSTALLATION THE SPACE BETWEEN THE BOTTOM OF PASS THRU AND PLEXIGLASS SHOULD BE 6" THE PLEXI GLASS IS TO BE OVERSIZED 2" ON ALL SIDES TO ALLOW HOLES TO BE DRILLED AT LEAST 1" AWAY FROM THE EDGE OF THE PLEXI GLASS. CLEANING AND DISINFECTION CLEAN THE PLEXI GLASS BARRIER BY USING MILD SOAP AND WATER TO REMOVE ANY BULK DIRT AND DEBRIS BUILDUP. LIGHTLY SCRUB THE PLEXI GLASS SURFACE WITH A NON-ABRASIVE SPONGE OR CLEAN CLOTH SUCH AS MICROFIBER. USE A DRY NON-ABRASIVE OR MICROFIBER CLOTH TO DRY THE PLEXI GLASS SURFACE IN PREPARATION FOR DISINFECTANT APPLICATION. DISINFECTING – DO NOT USE ALCOHOLS (E.G., ETHANOL OR ISOPROPANOL) OR SOLVENTS (E.G., ACETONE). USE 5-6% DILUTE BLEACH OR 3-5% DILUTE HYDROGEN PEROXIDE TO DISINFECT THE BARRIER UPON COMPLETION OF CLEANING. SUBMIT AN RFI IF MINIMUM DIMENSIONS CANNOT BE OBTAINED NOTE: DIMENSIONS ARE BASED ON PROTOTYPICAL DOCUMENTS, FIELD VERIFY EXISTING DIMENSIONS BEFORE ORDERING CONTACT HJC: email: wmt@hjcinc.com phone: (800) 459-7099 fax: (479) 756-8998 REVISION: 12-28-2020 STAND OFF HARDWARE REQUIRES PLEXI TO BE PREDRILLED DOOR MOUNTED PROTECTIVE BARRIER KIT 2" 2 TYP T Y P DOOR FURNISHED AND INSTALLED BY GENERAL CONTRACTOR 2'-6" 2'-6" COILING SHUTTER SHUTTER TRACK24 O P E N N G 31 0 PHARMACY SIDE SALES FLOOR SIDE SHUTTER HOUSING 14 GAUGE REINFORCING PLATE FOR SHUTTER MOUNTING PER MANUFACTURERS INSTRUCTIONS SHUTTER TRACK SECTION B SECTION C 14 GAUGE CHANNEL FULL HEIGHT 14 GAUGE "J" CHANNEL FULL PERIMETER OF OPENING WELD JOINT AND GRIND SMOOTH INSIDE EDGE OF OPENING CUT OUT FOR WINDOW TO BE REINFORCED AS SHOWN AND FINISHED FLUSH 1/2" 14 GAUGE COLD ROLLED STAINLESS STEEL WELDED TO BRACKETS 3"x3" X 14 GAUGE STAINLESS STEEL SUPPORT BRACKETS (2) TYPICAL EACH SIDE WELDED TO SHELF AND SECURED TO DOOR PER MANUFACTURERS INSTRUCTIONS 1 1 / 2 4" 4" 4 1/2" 3 1/2" 4" DOOR 3 1/2" 2'- 4" SHELF 3'- 0" DOOR SECTION C S E C T O N A SECTION A ELEVATION PLAN S E C T O N B DOOR AND SHELF GC FURNISHED THROUGH DH PACE REF SPECS SHUTTER GC FURNISHED THROUGH QMI REF SPECS. FINAL ASSEMBLY FOR ALL DOOR ITEMS BY GC STAINLESS STEEL SHELF STAINLESS STEEL SHELF PHARMACY SIDE 21 0 22 40 3'0" OWNER FURNISHED, GC INSTALLED SINK CABINET OWNER FURNISHED, GC INSTALLED UPPER CABINET WATER DISPENSING UNIT, OWNER FURNISHED GC INSTALLED, MOUNT TOP OF UNIT AT 5'-6" AFF OWNER FURNISHED GC INSTALLED SOAP AND PAPER TOWEL DISPENSERS P131 B9 90 SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 1 2 0 1 1 5 1 5 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 0 M nA R C H R V 2 0 d b e o E 5 Z M R v PH1 PHARMACY Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1/4" = 1'-0" 1 PHARMACY PLAN 1/2" 1'-0" 2 PHARMACIST WALL ELEVATION KEYNOTES 10.05PAPER TOWEL DISPENSER; SURFACE MOUNTED 10.06TOILET PAPER HOLDER 10.07SANITARY NAPKIN DISPOSAL 10.09SOAP DISPENSER MOUNTED TO MIRROR, IF NO MIRROR, MOUNT AS SHOWN IN PLAN WITH TOP OF DISPENSER 40" AFF 10.14GRAB BARS (INSTALL PLYWOOD BACKING IN WALLS) PHARMACY AREA CALCULATIONS PHARMACY746 SF HEALTH SERVICESNot Placed RX STORAGE230 SF PHARMACY TOILET56 SF HEALTH SERVICES60 SF PHARMACY STORAGE21 SF 1/2" = 1'-0" 4 HEALTH SERVICES ELEVATION 1/2" 1'-0" 5 PHARMACIST BENCH ELEVATION 1/2" 1'-0" 3 DRIVE THRU COUNTER ELEVATION 1/4" = 1'-0" 6 BLOWER ROOM 1/2" = 1'-0" 9 PROTECTIVE BARRIER 12" = 1'-0" 7 PHARMACY DOOR ELEVATION 300A/300E 1/2" 1'-0" 8 SINK CABINET ELEVATION 1. INTERIOR PLAN DIMENSIONS SHALL BE TO FACE OF FINISH UNLESS NOTED OTHERWISE. 2. PROVIDE SOUND ATTENUATION IN ALL TOILET ROOM PARTITIONS AND ABOVE CEILING 3. PROVIDE SOUND ATTENUATION IN ALL HEALTH SERVICE ROOM PARTITIONS AND ABOVE CEILING 4. INSTALL MIRRORS PER MANUFACTURERS SPECIFICATIONS 5. PAINT ALL EXPOSED CONDUIT TO MATCH ADJACENT WALLS 6. SEAL PERIMETER OF TOILET TO FLOOR. SEAL PERIMETER OF SINK TO WALL 7. REF SHEET A5.5 AND A5.6 FOR TOILET FIXTURE HEIGHTS AND CLEARANCES 8. REF A8 FOR SCHEDULE FINISH KEY 9. ALL PLYWOOD AND WOOD BLOCKING SHOWN SHALL BE FIRE RESISTANT TREATED 10. PERIMETER WALLS OF PHARMACY SHALL HAVE 1/2" GYPSUM BOARD TO DECK 11. PAINT ALL DOORS P162 12. MILLWORK IS OWNER FURNISHED GC INSTALLED UNLESS NOTED OTHERWISE, INCLUDING COUNTER MOUNTED AND WALL MOUNTED EQUIPMENT TREES, OWNER IS RESPONSIBLE FOR COMPUTER EQUIPMENT SET UP. SHEET NOTES ISSUE BLOCK 1REV #105/08/2020 6CCD#302/22/2021 11CCD#805/21/2021 15CCD#1207/14/2021 16CCD#1308/10/2021
2'9 1/2" OWNER FURNISHED GC INSTALLED, 2 " DIA. 33.5" H BRUSHED STAINLESS STEEL PROTECTIVE BOLLARD FLOOR MOUNTED AT GLASS PARTITION, MAINTAIN 5'-0" CLEAR TYPICAL OWNER FURNISHED, GC INSTALLED MILLWORK OWNER FURNISHED GC INSTALLED, FRAMELESS GLASS DIVIDER SCREENS FIXED WITH DISCREET MODERN BRUSHED STEEL BRACKETS. OWNER FURNISHED, GC INSTALLED PROTECTIVE SHIELD 70 2'0" COILING SHUTTER DOOR 29 5 / 8 HOLD GRID 4 1/2" OFF OF WALL AT COILING SHUTTER 1 00 2" 29 1 / 2 INSTALL LEDGE WRAPPED IN PS8 ON ALL SIDES, 6 1/2" PH2 FILM PREINSTALLED BY MILLWORK MANUFACTURER REF 7 PH2 STOP PLYWOOD SUBSTRATE AT 12'-0" AFF (2) LAYERS 1/2" GYPSUM BOARD TO DECK 1/2" GYPSUM BOARD C6x2x16 GA METAL STUDS, AT 24" OC INTERNAL MOTOR ASSEMBLY ACT GRID SYSTEM, MAIN RUNNER T TO BE PERPENDICULAR WITH THE SHUTTER HEADER OVERHEAD ROLLING CLOSURE COIL COILING SHUTTER AND TRACK GYPSUM BOARD BEYOND 10'-0" CEILING (2) LAYERS 1/2" PLYWOOD BEHIND SHUTTER - REF 3PH2 8'-0" FINISHED OPENING 9'-0" B.O. LEDGE 1'0" 10 6 HOLD GRID 4 1/2" OFF OF WALL AT COILING SHUTTER 1/2" 16'-0" BRACING AT JAMBS PH2 18 GA TRACK WITH (6) #10 TEK SCREWS EACH SIDE TO HEADER AND (12) #10 TEK SCREWS TO JAMB REF SECTION "A" FOR HEADER REF SECTION "B" FOR JAMB S E C T O N A SECTION B SECTION A (3) C12x2x12 GA HEADER SECTION B (3) C6x2x16 GA JAMB WITH 6"x16 GA TRACK EA SIDE 14 GA TRACK (3) C6x2x16 GA JAMB WITH 6"x16 GA TRACK EA SIDE (3) C12x2x12 GA HEADER 6"x14 GAUGE TRACK TOP AND BOTTOM OF HEADER WITH #10 TEK SCREWS EA STUD FLANGE AT 24" OC. TRACK MAY BE INSTALLED WITH FLANGE FACING UP OR DOWN. C6x2x16 GA METAL STUDS, TYP (6) #12 TEK SCREWS TO HEADER EA SIDE (12) #12 TEK SCREWS TO JAMB GC TO ORDER STEEL TO FOR HEADER PIECES TO BE ONE PIECE WITHOUT SPLICING. #10 TEK SCREWS EACH STUD FLANGE AT 16" O.C. VERT. ELEVATION 6"x14 GAUGE TRACK 1/2" GYPSUM BOARD SHUTTER TRACK BY OVERHEAD ROLLING CLOSURE INSTALLER (QMI) HATCHED AREA INDICATES SHUTTER HOUSING 20'-11 1/2" FINISHED OPENING 1/2" GYPSUM BOARD 20'-11 1/2" FINISHED OPENING SHUTTER TRACK BY OVERHEAD ROLLING CLOSURE INSTALLER (QMI) 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD (3) C6x2x16 GA JAMB WITH 6"x16 GA TRACK EA SIDE (3) C6x2x16 GA JAMB WITH 6"x16 GA TRACK EA SIDE 6" METAL STUD 3"x3"x3" 14 GA CLIP ANGLE ATTACH TO JAMB WITH (6) #10 TEK SCREWS AND TO CONCRETE WITH (3) 3/16"x1 3/4" CONCRETE SCREW ANCHORS 3"x3"x3" 14 GA CLIP ANGLE ATTACH TO JAMB WITH (6) #10 TEK SCREWS AND TO CONCRETE WITH (3) 3/16"x1 3/4" CONCRETE SCREW ANCHORS 6" METAL STUD 1/2"1/2" PROVIDE CORNER BEAD TRIM PAINTED P131 AT JAMB TO ALLOW SHUTTER INSTALLATION PRIOR TO MUD AND TAPE PROVIDE CORNER BEAD TRIM PAINTED P131 AT JAMB TO ALLOW SHUTTER INSTALLATION PRIOR TO MUD AND TAPE 2" DATA CONDUIT, REF ELECTRICAL DRAWINGS ELECTRICAL WHIP(S) FOR FRONT COUNTER, REF ELECTRICAL DRAWINGS FOR QUANTITY 2" DATA CONDUIT, REF ELECTRICAL DRAWINGS ELECTRICAL WHIP(S) FOR FRONT COUNTER, REF ELECTRICAL DRAWINGS FOR QUANTITY 2" x 20 GAUGE CONT METAL STRAP ATTACH 16 GAUGE 6" DEEP LEG TRACK WITH #10x1" SCREWS FOR (2) ROWS AT 24" OC TO METAL ROOF DECK SEAL AIR SPACE WITH EXPANDING FOAM METAL ROOF DECK ATTACH GYPSUM BOARD AT TOP ONLY J-MOLD EDGE WALL FINISH REF PARTITION TYPES CUT GYP BOARD TO FIT WITHIN 3/8" OF BOTTOM OF ROOF DECK 1"1" 3 3 3 3 ATTACH 24" LONG 20 GAUGE TOP TRACK WITH (12) #10 TEK SCREWS TO ROOFING SYSTEM 1 1 PHARMACY SIDE SALES (2) LAYERS OF ABOVE 12'-0", 1/2" GYP BOARD TO DECK, KEEP OPENINGS AROUND PENETRATIONS TIGHT. 6" 20 GAUGE METAL STUD BRACING AT EACH JAMB, (3) #10 TEK SCREW CONNECTION AT EACH END PH2 A6.1 (1) LAYERS OF 1/2" GYP BOARD TO DECK, KEEP OPENINGS AROUND PENETRATIONS TIGHT. 16'-0" BRACING AT JAMBS CONTINUOUS BLOCKING 2X, BLOCKING TO BE FIRE RESISTANT TREATED WOOD 1/2" LOCATE POWER AND DATA IN JAMB 1/2" GYPSUM OVER 1/2" PLYWOOD 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD SALES SIDE PHARMACY SIDE HEADER REF 1-A6.1 P209 PAINT ALL SIDES OF RECESS MONITOR BRACKET OWNER FURNISHED, GC INSTALLED, CENTER MONITOR IN OPENING POWER AND DATA LOCATED IN JAMB 1/2" GYPSUM BOARD 1/2" GYPSUM OVER 1/2" PLYWOOD CONTINUOUS BLOCKING 2X, BLOCKING TO BE FIRE RESISTANT TREATED WOOD NEST 6" TRACKS AT CORNER DOOR JAMB P209 PAINT ALL SIDES OF RECESS AS REQUIRED PROVIDE ANGLE BRACKETS TO SECURE BLOCKING SECTION PLAN FRAMING SHOWN IS FOR EXAMPLE ONLY, GC TO MODIFY PER PLAN AND EXISTING CONDITIONS 44 1 2 2' 1/8" EXISTING STUD FRAMING NON-SALES SALES PATCH AND REPAIR EXISTING GYPSUM BOARD TO MATCH ADJACENT LEDGE SYSTEM GC FURNISHED AND INSTALLED. REF SPECS FOR CUTTING AND INSTALLATION INSTRUCTIONS PAINT TO MATCH SALES SIDE WALL COLOR. FOR SIM CONDITIONS WHERE LEDGE IS FLUSH WITH OPENING, PAINT TO MATCH NON-SALES SIDE WALL COLOR. REF SPEC FOR ATTACHMENT OF LEDGE TO CLEAT REF ELEVATION BO LEDGE CLEAT INCLUDED WITH LEDGE SYSTEM FOR STUD WALL CONDITIONS, (2) #10 TEK SCREWS AT EACH STUD AT 16" OC FOR MASONRY CONDITIONS, (2) 1/4" TAPCONS INTO MASONRY WITH 1 1/2" EMBEDMENT AT 16" OC 1" 1'-0" 1 SECTION AT CHECKOUT 1/2" 1'-0" 4 COILING DOOR SECTION 1 1/2" = 1'-0" 3 HEADER CONNECTION DETAIL 3" = 1'-0" 2 JAMBS AT COILING SHUTTER 1 1/2" = 1'-0" A6.1 NON-RATED CAPTURE TRACK 3/4" = 1'-0" 5 BRACING AT JAMBS 1" = 1'-0" 6 RECESSED MONITOR DETAIL SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 2 2 2 0 1 3 5 9 1 P M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 M a nA R C H R V 2 d b a o v t PH2 PHARMACY SECTIONS AND DETAILS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 6 6 6 6 6 6 1 1/2" = 1'-0" 7 LEDGE DETAIL 6 ISSUE BLOCK 6CCD#302/22/2021
REF STRUCTURAL UNISTRUT SUPPORT NOT TO EXCEED 8'-0" OC MAXIMUM UNISTRUT PLACED 3" MAXIMUM FROM PANEL POINT UNISTRUT SPAN FROM JOIST TO JOIST SECURE TO BOTTOM CHORD OF JOIST PNEUMATIC TUBE UNISTRUT STRAP FOR PNEUMATIC TUBE PAINT UNISTRUT AND PNEUMATIC TUBES WHERE EXPOSED TO SALES FLOOR PNEUMATIC TUBE INSTALLER SHALL PROVIDE SEISMIC BRACING IN ACCORDANCE WITH SEISMIC ZONE REQUIREMENTS AND AS REQUIRED BY STATE OR LOCAL ORDINANCES NOTE: REFER TO PLANS FOR NUMBER OF PNEUMATIC TUBES REF STRUCTURAL PNEUMATIC TUBE SECURED TO JOIST P23 TUBES PARALLEL TO JOIST TUBES PERPENDICULAR TO JOIST UNISTRUT STRAP FOR PNEUMATIC TUBE GC TO VERIFY CORRECT ORIENTATION OF TUBE WITH TUBE MANUFACTURER PRIOR TO INSTALLATION WHERE PNEUMATIC TUBES PENETRATE AN EXISTING OR NEW WALL PROVIDE A SHEET METAL CLOSURE ON SALES FLOOR SIDE. PAINT CLOSURE TO MATCH ADJACENT WALL COLOR 6 90 7 ALUMINUM CORNER GUARDS AT ALL OUTSIDE CORNERS CONTINUE PAINT EACH SIDE OF THE PHARMACY EXTERIOR 1 40 78 PROTECTIVE BARRIER 40 44 1 2 MONITOR BRACKET ALIGNED 2'-8 1/8"6 1/2" CENTER DIGITAL DISPLAY IN RECESS, OWNER FURNISHED GC INSTALLED BRACKET, MONITOR OWNER FURNISHED AND INSTALLED, LINE OF PAINT TRANSITION 90 FINISHED OPENING 20'-11 1/2" OWNER FURNISHED, GC INSTALLED MILLWORK, PROTECTIVE SHIELDS, PRIVACY WALLS, AND BOLLARDS INSTALL NEW LEDGE PS8 ALL SIDES, 80 OPEN TO OPTICAL SALES PS7 DB5 TYP TYP P209 P162 P209 ABOVE 14'-0" BELOW 14'-0" 5 7 45 INSTALL NEW LEDGE PS8 ALL SIDES, ALIGN WITH BOTTOM OF OPENING SLAT WALL PANELS, 23" WIDE, GC FURNISHED AND INSTALLED, COORDINATE OVERALL LENGTH REQUIRED. TWO END PANELS PER OPENING TO BE ORDERED WITH EDGE BANDING ON VERTICAL EDGE FOR FINAL EXPOSED EDGE. ANY MODIFICATIONS TO PANELS SHOULD MAINTAIN SPACING OF SLATS AND GAPS. REFERENCE SPECIFICATIONS FOR ORDERING, INSTALLTION AND CUTTING REQUIREMENTS OF SLAT WALL. OWNER FURNISHED AND INSTALLED SIGNS 15'-6"40'-1" REF 7 PH2 REF PH2 PNEUMATIC TUBING 1/2" GYPSUM BOARD CEILING AS SCHEDULED 8"X16 GAUGE CEILING JOISTS 24" OC ATTACHED TO STUDS WITH (4) #10 TEK SCREWS EACH END REF 11-A6.1 1/2" GYPSUM BOARD 8"X16 GAUGE CEILING JOISTS 24" OC PROVIDE SOUND ATTENUATION INSULATION IN THE FLOORS, WALLS, AND CEILINGS OF THE BLOWER ENCLOSURE 5/8" GYPSUM BOARD BLOWER PLACED ON RUBBER ISOLATION PAD 6"X18 GAUGE STUDS AT 24" OC CEILING JOIST ATTACHMENT REF 12-A6.1 EACH SIDE REF STRUCTURAL 1/2" GYP BOARD OVER 1/2" PLYWOOD TO 6" ABOVE CEILING CONTINUE 1/2 GYP BOARD TO DECK 11 A6.1 12 A6.1 REF PH2.1 8'-0" HIGH GYP BOARD CEILING ON 6" METAL JOIST REF ANDREF 12 A6.1 REF 11 A6.1 2'0" 8"x16 GAUGE STUDS 1/2" GYPSUM BOARD 8"x16 GAUGE CEILING JOISTS 24" OC 10 GAUGE 6x6 WELDED WIRE MESH ATTACHED TOP OF CEILING JOISTS WITH 1/4" CLAMPS AND 8x1" SELF TAPPING SCREWS SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 2 2 2 0 1 3 5 8 9 P M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 M a nA R C H R V 2 d b a o v t PH2.1 PHARMACY SECTIONS AND DETAILS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 12" = 1'-0" 3 TUBE HANGER 3/8" = 1'-0" 1 PHARMACY AND VISION CENTER ELEVATION 1/2" = 1'-0" 2 WALL SECTION 1 1" 1'-0" 4 BLOWER ENCLOSURE SECTION ISSUE BLOCK 1REV #105/08/2020 6CCD#302/22/2021
EQUIPMENT SCHEDULE PH00XX Equipment Arm PH0001 DESK PHONE PH0002 WALL PHONE PH0003 DEBIT READER PH0004 SIGNATURE PAD PH0005 RX HAND HELD SCANNER PH0006 POS HAND SCANNER PH0007 RX IMAGE SCANNER PH0009 POS FLAG DISPLAY PH0012 RX VIDEO HEADSET CONSOLE PH0013 REGISTER CPU PH0014 RX CPU PH0015 ZEBRA PRINTER PH0016 2 DRAWER FILE BELOW PH0018 REGISTER PRINTER PH0019 SENSORMATIC CPU PH0020 SENSORMATIC PH0021 REGISTER KEYPAD MONITOR PH0022 LASER PRINTER BELOW PH0023 DRIVE-THRU DISPLAY PH0024 CASH DRAWER PH0025 VISUAL VERIFY RACK PH0026 DRIVE-THRU PNEUMATIC TUBES PH0028 PH0030 5 DRAWER FILE BELOW PH0031 RX PC FLAT PANEL MONITOR PH0032 KEYBOARD AND MOUSE PH0035 EQUIPMENT TREE (POST OWNER PROVIDED, GC INSTALLED) PH0036 EQUIPMENT ARM PH0037 VGA SWITCH PH0041 SHREDDER BELOW PH0042 UNDERCOUNTER REFRIGERATOR PH0043 UNDERCOUNTER FREEZER PH0045 WALL MOUNTED CPU BOX PH0054 PHARMACY REFRIGERATOR TRUE PH0124 CASH DRAWER WITH BRACKET PH3000 TRACK MOUNTED EQUIPMENT ARM PH3006 WALL MOUNTED EQUIPMENT TRACK PH3007 WALL MOUNTED EQUIPMENT TRACK PH3022 EQUIPMENT TREE MONITOR MOUNT PH7000 PHARMACY RACKS PH7004 PHARMACY WILL CALL RACK PH7007 WILL CALL RACK PH7008 FILL POD PH0036 PH0031 POWER POLE PH0025 PH0004 PH0003 PH0009 PH0021 PH0035 PH0025 PH0012 PH0028 TIME DELAY PH0002 PH0036 POWER POLE PH0045 PH0014 PH0007 PH0032 TRASH CAN PH0015 PH0007 PH0030 PH0005 PH0028 PH0032 PH0031 PH0045 PH0014 5 EQUIPMENT - PHARMACISTS BENCH PH0001 TRASH CAN TYP PH0005 PH0014 PH0013 TYPICAL AT EACH COMPUTER CABINET PH0003 PH0004 VC0013 D-RXPC10 D-REMOTE MONITOR D-RXPC05 D-RXZP01 V-139 D-RXPC09 D-RXZP04 D-RXLP07 V-142 PH0015 PH0015 PH0015PH0015PH0015 END OF DAY PRINTER D-RXTV01 D-REG79 D-RXPC01 D-RXLP01 V-134 D-REG40 D-RXPC02 D-RXLP02 V-135 D-REG41 D-RXPC03 D-RXLP03 V-136 D-REG42 D-RXPC04 D-RXLP04 V-138 PH0035 PH0005 PH0007 PH0020 PH0001 PH0032 PH0007 PH3006 PH3000 PH0031 D-RXPC07 D-RXZP03 D-RXSFP01 V-140 D-REMOTE MONITOR V-137 D-RXPC06 D-RXZP02 D-RXLP05 V-133 D-RXPC08 D-REG 80 D-RXLP06 V-141 PH0045 PH0014 8'-0" AFF OVER DOOR PH0032 PH0031 PH0036 PH0002 PH0007 PH0028 PH0005 PH0015 PH0012 PH0037 PH0032 PH0001 PH0032 PH0037 PH0007 PH0001 PH0037 PH0035 PH0036 PH0031 PH0025 PH0032 PH0025 PH0032 PH0031 PH0042 PH0043 PH0042 PH0043 PH0002 PH0036 PH0054 PH0007 PH0032 PH0035 PH0032 PH0006 PH0003 PH0007 PH0001 PH0036 PH0021 PH0032 PH0018 PH0005 PH0006 PH0003 PH0032 PH0021 PH0007 PH0036 PH0001 PH0054 PH0003 PH0006 PH0005 PH0032 PH0001 PH0036 PH0007 PH0018 D-RXZP05D-RXZP06D-RXZP07 2 PHARMACY VOICE / DATA PLAN 3/16" = 1'-0" D-RXZP08 D-RXZP09 D-RXZP10 1 PHARMACY EQUIPMENT PLAN 1/4" 1'-0" 1A DRIVE THRU 1/4" = 1'-0" PH0037 4 EQUIPMENT - FRONT COUNTER PH0003 PH0004 PH0018 PH0006 PH0035 PH0018 PH0006 PH0005 3A PH0018 PH0022 PH0006 PH0032 PH0005 PH0001 PH0024 PH0022 PH0032 PH0037 PH0018 PH0006 PH0022 PH0024 PH0001 PH0005 PH0018 PH0006 PH0003 PH0124 PH0001 PH0032 EQUIPMENT - SIDE COUNTER
PH0018 PH0006 PH0005 PH0004 PH0003 PH0004 PH0003 PH0001 PH0018 PH0006 PH0005 PH0037 PH0007 PH0032 TRASH CAN PH0041 PH0016 PH0007 PH0018 PH0006 PH0022 PH0024 PH0001 PH0037 PH0005 PH0032 PH0007 PH0018 PH0013 PH0014 PH0013 PH0014 LOCATED IN CABINET PH0036 PH0031 PH0002 PH0004 PH0003 PH0025 PH0045 PH0014 PH0009 PH0021 PH0035 PH0004 PH0003 PH0007 PH0018 PH0006 PH0037 PH0005 PH0032 PH0022 PH0019 PH0007 PH0021 PH0036 PH0001 PH0005 PH0006 PH0022 PH0124 PH0003 PH0043 PH0042 PH0031 PH3000 PH3006 PH3000 PH0032 REFERENCE EQUIPMENT PLAN FOR CPU LOCATION 6 EQUIPMENT - HEALTH SERVICE COUNTER PH0009 PH0020 PH0025 PH0002 SHUTTER PH0009 PH0021 PH0035 PH0021 PH0035 PH0004 PH0003 PNEUMATIC TUBE SYSTEM PH0026 PH0023 PH0012 PH0036 PH0021 DATA SCHEDULE CABLELOCATIONDEVICE D-REG40PHARMACYREG D-REG41PHARMACYREG D-REG42PHARMACYREG D-REG79PHARMACYREG D-REG80PHARMACYREG-DRIVE THRU D-RXLP01PHARMACYLASER PRINTER D-RXLP02PHARMACYLASER PRINTER D-RXLP03PHARMACYLASER PRINTER D-RXLP04PHARMACYLASER PRINTER D-RXLP05PHARMACYLASER PRINTER D-RXLP06PHARMACYLASER PRINTER D-RXLP07PHARMACYLASER PRINTER D-RXPC01PHARMACYTERM D-RXPC02PHARMACYTERM D-RXPC03PHARMACYTERM D-RXPC04PHARMACYTERM D-RXPC05PHARMACYTERM D-RXPC06PHARMACYTERM D-RXPC07PHARMACYTERM D-RXPC08PHARMACYTERM D-RXPC09PHARMACYTERM D-RXPC10PHARMACYTERM D-RXSFP01PHARMACYSCANNER D-RXTV01PHARMACYMESSAGE BOARDS D-RXZP01PHARMACYZEBRA PRINTER D-RXZP02PHARMACYZEBRA PRINTER D-RXZP03PHARMACYZEBRA PRINTER D-RXZP04PHARMACYZEBRA PRINTER D-RXZP05PHARMACYZEBRA PRINTER D-RXZP06PHARMACYZEBRA PRINTER D-RXZP07PHARMACYZEBRA PRINTER D-RXZP08PHARMACYZEBRA PRINTER D-RXZP09PHARMACYZEBRA PRINTER D-RXZP10PHARMACYZEBRA PRINTER D-REMOTEMONITORPHARMACYVGA EXT. TO HSR VOICE SCHEDULE CABLELOCATIONPHONETYPE V-133PHARMACYIP PHONEDESK V-134PHARMACYIP PHONEDESK V-135PHARMACYIP PHONEDESK V-136PHARMACYIP PHONEDESK V-137PHARMACYIP PHONEDESK V-138PHARMACYIP PHONEDESK V-139PHARMACYIP PHONEDESK V-140PHARMACYIP PHONEDESK V-141PHARMACYIP PHONEDESK V-142PHARMACYIP PHONEDESK SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 2 2 2 0 1 3 5 8 4 P M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 M a nA R C H R V 2 d b a o v t PH3 PHARMACY EQUIPMENT (FOR REFERENCE) Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1 ISSUE BLOCK 1REV #105/08/2020 6CCD#302/22/2021
DRIVE THRU
TLL 1.ALL INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD/PRECAST/CMU UNLESS NOTED OTHERWISE. 2.REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL EQUIPMENT INFORMATION. 3.ALL LIFT EQUIPMENT TO BE CENTERLINE OF OVERHEAD DOOR OPENING. 4.REF SHEET A7 FOR SCHEDULE FINISH KEY. 5.REF SHEET A5.5 FOR TOILET FIXTURE HEIGHTS AND CLEARANCES. SHEET NOTES EQUIPMENT SCHEDULE CI = INSTALLER GC = GENERAL CONTRACTOR TB100 AIR COMPRESSOR REFERENCE SPECIFICATION SECTION 01645 FOR MANUFACTURER AND MODEL NUMBERS NOT LISTED IN EQUIPMENT SCHEDULE CI GC WM 2, 7 TB120 REFRIGERATED AIR DRYER CI GC WM 1, 2 TB121 AIR DRYER BRACKET CI CI WM 1, 2 TB130 CANISTER VAC GC GC WM 2, 7 TB200 9,000 LB PAD LIFT ES GC GC 2, 5, 6, TB240 ZIP PIT GC GC GC 2, 7 TB300 TIRE CHANGER WM GC WM 2 TB310 WHEEL BALANCER TB432 LP WATER HOSE 1/2"x2' WITH 1/2" NPTM CI CI WM TB434 CI CI WM TB445 EVACUMASTER ES GC WM TB446 EVACUMASTER DRAIN PAN ADAPTER ES ES WM 1, 2, 7, TB450 SUCTION KIT CI CI WM TB470 ADAPTER UNION 3/4" NPTF x 3/4" NPTM CI CI WM TB474 2" M x 3/4" BUSHING CI CI WM TB492 BUSHING 1/2" NPTM 1/4" NPTF CI CI WM TB497 REDUCING ADAPTER 1/4" NPTM 3/8" NPTF CI CI WM TB498 HEX NIPPLE 3/4" NPTM 1/2" NPTM CI CI WM TB510 LUBRICATOR 3/4" NPTF CI CI WM TB520 FILTER 3/4" NPTF WITH AUTO DRAIN CI CI WM TB521 REGULATOR CI CI WM TB522 GAUGE CI CI WM TB555 LP SHUT-OFF VALVE 1" NPTF CI CI WM TB560 LP SHUT-OFF VALVE 3/4" NPTF CI CI WM TB585 LP WATER BIBB 1/4" (F) CI CI WM LP WATER HOSE 1/2"x18" WITH 1/2" NPTM TB840 BULK OIL FILTER STORAGE CONTAINER CI WM TB900 LIFT POWER UNIT ON SUPPORT POST ES CI GC 2, 6 TB901 COILING HOSE CI CI WM TB921 SUPPORT POST WITH AIR UTILITY BOX ES WM MODULUBE BLAZER 9000 LIFT MODULUBE BLAZER 9000 LIFT MODULUBE ZIP PIT III 2, 7 2, 7 2, 7, 8 2, 7 2, 7 2, 7 2, 7 2, 7 2, 7 2, 7 2, 7 2, 7 2, 7 2, 7 2, 7 2, 7 2, 7 2, 7 NO. DESCRIPTION INSTALLED BY FINAL CONNECT SUPPLIED BY NOTES MANUFACTURER MODEL NO. ES = EQUIPMENT SUPPLIER WM = WALMART GENERAL NOTES 1. ALL TANKS AND PIPING TO BE INSTALLED AND PROPERLY TESTED IN ACCORDANCE WITH ALL APPLICABLE CODES AND MANUFACTURER REQUIREMENTS. REF SPECIFICATIONS 2. ALL PIPING AND FITTINGS TO BE SUPPLIED BY GENERAL CONTRACTOR AND INSTALLED BY CERTIFIED INSTALLER. EQUIPMENT SCHEDULE NOTES 1. FURNISHED BY WALMART AND INSTALLED BY GENERAL CONTRACTOR PER MANUFACTURER'S SPECIFICATIONS. 2. GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATED DELIVERY SCHEDULE. REF SPECS. 3. NOT USED. 4. NOT USED. 5. HOSES ROUTED THROUGH EMBEDDED PIPE SLEEVE. REF MECHANICAL 6. TB900 SHALL BE PROVIDED WITH LIFT. 7. GENERAL CONTRACTOR IS RESPONISBLE TO COORDINATE INSTALLATION SCHEDULE. REF SPECIFICATIONS. 8. REF MECHANICAL FOR LOCATION. WM GC WM 2 2, 7 TB471 ADAPTER UNION 1/2" NPSM (F) SWIVEL X 1/2" NPTM CI CI WM 2, 7 TB472 ADAPTER 3/4" NPTF X 1/2" NPTM CI CI WM 2, 7 TB490 BUSHING 1" NPTM X 3/4" NPTF CI CI WM 2, 7 GARDNER DENVER HR5D-12 GARDNER DENVER CRN-35 GARDNER DENVER CRN-35B JE ADAMS 8704B HENNESSY/COATS 70X-3 RIM CLAMP HENNESSY/COATS 1400-2D DIRECT DRIVE GRACO 822 JS PRODUCTS P/N 98459 SAMSON 3797 SAMSON 94112001 GRACO 910 SAMSON 1952 SAMSON 1949 SAMSON 1945 SAMSON 2613 SAMSON 2066 GRACO 100380 2501 SAMSON 2501 GARDNER DENVER CF30-06-FG0 GARDNER DENVER CR30-06-000 GARDNER DENVER P09115A GARDNER DENVER CL30-06-G00 SAMSON 2084 GRACO 110226 SAMSON 1280 QUEST STEELMAN 50041-WMQ CHALLENGER 021709 SAMSON 3 A3.4 4 A3.4 A3.4 2 A3.4 (5) EQ SPACES 48'-6 1/2"8'-4"2'-0"4'-0"2'-2 1/2" 9 36 49 1 20 28 1 20 28 1 20 20 34 1 74 M O 60 51 1 81 49 2 E Q S P A C E S 86 86 21'-0"14'-0"7'-1" NEW TIRE STORAGE 40'X12' HIGH CONTAINER 288 TIRES NEW TIRE STORAGE 40'X12' HIGH CONTAINER 288 TIRES NEW TIRE STORAGE 40'X12' HIGH CONTAINER 288 TIRES 2 20 M O 34 8 U S E D T R E S T O R A G E C O N T A N E R NOTE: REF STRUCTURAL FOR CONTAINER AND SLAB ATTACHMENT, TYP 2 08 45 1 27 1 04 M O 1 40 19'-1"42'-1" LINE OF CANOPY ABOVE REFERENCE STUCTURE NEW TIRE STORAGE 40'x12' HIGH CONTAINER 288 TIRES 100'-0" 99'-10 1/2" 99'-11" TYP 99'-10 1/2" TOP OF DRAIN TOP OF DRAIN 100'-0" TYP 99'-11 1/2" TYP MAINTAIN 1/8" PER FOOT MAX SLOPE IN THIS AREA CONTINUE STUDS TO DECK. STOP GYP BD AT 13’-6” BOTH SIDES OF WALL. PROVIDE CONT HORIZ WOOD BLOCKING AT TOP OF GYP BD FOR ATTACHMENT 3'-5"19'-4"9'-8"8'-3" 79 34 14 41'-4" 6'-0" BATTERY STORAGE 617 TOILET 601 91 0 2" 3'-0" 3'-6" 3'-6" 95 LINTEL AT 8'-8" AFF REF STRUCTURE WALMART SUPPLIED DESK POWER POLE POWER POLE ACC CUSTOMER SERVICE 612 617B 600A 601A 600G 600H 600E 600L 9'-10" 5'-9"3'-0"6" MECHANICAL 602 602A 602B 614A 614D 600X 619A ENVIRONMENTAL CAGE 614 7 CLOSET 619 A3 A3 6.12 A6 A6 AA A6 1 30 26 34'-1 1/2" ZERO TOLERANCE 6.27 TO 8' 0" 5.57 6.27 A6 A6 A6 A6 A6 A6 A6 LUBE AND TIRE MOUNTING AREA 600 9.10 15.19 6.12 67 2 FACE OF PRECAST WALL PANEL 2.01 TYP AC1.1 6 3 AC1.1 AC1 B 5B A3.4 47 R E F 1 6A 9 LINE OF CANOPY ABOVE 6.27 BOTTOM OF HEADER AT 8'-2" AFF, REF 1 A6.1 4A 5 0 11 1/2"12'-6"9'-7 1/2"5'-6 1/2" EDC REF ELECT BATTERY STORAGE RACK TIRE LOOK UP TB462 REF 1A-AC2.1 TIRE WORKSTATION/ HOSE REEL TIRE LOOK UP TANK#2 OIL FILTER CRUSHER REF 6-AC1.2 TB100 AIR COMPRESSOR ASSEMBLY REF 2-AC1.2 TB120 TB121 AIR DRYER ASSEMBLY REF 2-AC1.2 TANK#1 WASTE OIL TANK ASSEMBLY TANK#5 WINDSHIELD WASHER SOLVENT REF 3-AC1.2 TIRE WORKSTATION/ HOSE REEL TIRE LOOK UP WATER HEATER ABOVE FOR SUPPORT EAS PEDESTAL TB445 TB446 HOSE REEL TIRE WORKSATION TOOL BOARD TOOL BOARD TOOL BOARD TIRE WORKSTATION 4'-7"4'-8" 5'-3" 15'-4 1/2"CL OF ZIP PIT TB200 TB200 TB200 45 5'-0"4'-2 1/2"3'-3 1/2"4'-6"2'-1" 1'-4" E Q E Q E Q E Q 1 48 1 48 ℄ ℄ 4 68 AC1.1 10 REF 8A A9 TANK#3 WASTE OIL (DIY) STORAGE TANK REF REF 5 AC1.2 REF 4 - AC1.2 12 AC1.1 TB900 TB921 TB240 TB240 TB900 TB921 TB130 TB921 TB130 TYP. TB445 TB446 TB310 TB300 TB300 TB310 TB921 TB240 TB900 REF 3 AC1.2 2 AC1.2 2 AC1.2 14 14 14 5-0"TURNAROUND HC LOCKERS HANG NG HC HC 2'-8"2'-2" 60"x56" CLEAR AND LEVEL SPACE DRINKING FOUNTAIN SINK REF PLUMBING NOTE: SEAL EDGES OF SINK AND TOILET TO WALL AND FLOOR 30"x48" CLEAR AND LEVEL SPACE WATER HEATER 14 601A G2 A6 A6 8'-3" 1 10 1'-6" 8A C 1 1 9-AC1.1 REF 8A A9 TOILET 601 1'-4" AC1.1 7 SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 0 2 0 1 8 4 2 4 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 0 M nA R C H R V 2 0 s c a n s S Y N 2 v AC1 AUTO CENTER Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1/8" = 1'-0" 1 AUTO CENTER FLOOR PLAN 1/8" = 1'-0" 2 AUTO CENTER EQUIPMENT PLAN 1/2" = 1'-0" 3 ENLARGED RESTROOM PLAN KEYNOTE LEGEND AUTO CENTER 2.01CHAIN LINK FENCING WITH PLASTIC SCREENING SLATS INSTALLED VERTICALLY (HEIGHT NOTED ADJACENT TO KEYNOTE) 5.5732" STAINLESS STEEL BOLLARD, 4" OD FURNISHED BY OWNER, INSTALLED BY GC 6.1296" HIGH PLYWOOD WAINSCOT 6.2748" HIGH WAINSCOT 9.10PAINT 4" WIDE FLOOR STRIPES COLOR P5 AT 12" OC, REF N1 FOR SIZE 15.19EYEWASH REF PLUMBING ISSUE BLOCK 2REV #207/15/2020 7CCD#404/01/2021 14CCD#1107/09/2021
FRONT ELEVATION
SECTION A
25 GALLON OIL FILTER CRUSHER RESERVOIR WASTE OIL TANK (TANK #2)
20 4-5½ TOPOST 8-01/4 ENTRYSIDE 9" 1 0 6½" 2½" CRITICAL DIMENSIONS NO TOLERANCE REF TO MANUFACTURERS SPECS NOTE: LENGTH OF CONDUIT RUNS ARE CRITICAL TO INSURE PROPER HYDRAULIC LINE INSTALLATION DIMENSIONS ARE TO EDGE OF CONCRETE AND CENTER LINE OF EQUIPMENT 514 51/4" 4-61/4 11/4 114 24" RADIUS 24" RADIUS SUPPORT POST 6½" FRONT OF SLAB PIT 7 ½ 2½ 9 2-AC1.1 1/8" TYP 1/8" TYP STRUCTURE L3x3x1/4x8'-0" BOTH SIDES OF BRACKET UNISTRUT WELDED TO BOTTOM OF BRACKET FOR REEL MOUNTING 10 6 L2x2x3/16 DIAGONAL BRACE AT EACH END OF BRACKET 28 TYP 1" 10" 5 EQUAL3/8"EQUAL L5x3x1/4" (LLV) BOTH SIDES OF BRACKET UNISTRUT WELDED TO BOTTOM OF BRACKET FOR REEL MOUNTING L3 1/2x3 1/2x1/4 AT BOTH ENDS OF BRACKET 1/8" TYP 1/8" TYP (2) L3 1/2x3 1/2x1/4x1'-6" HANGERS AT EACH END OF BRACKET STRUCTURE REF STRUC TOS O R 6 B E L O W F R O S T L N E W H C H E V E R S G R E A T E R 10' HIGH CHAIN LINK FENCE WITH SCREENING SLATS IN ONE PIECE TO TOP OF FENCE INSTALLED VERTICALLY METAL CANOPY DECK REF STRUCTURAL HORIZONTAL RAIL 4" DIAMETER FENCE POSTS TYP REF STRUCTURAL 12" DIAMETER CONCRETE FILLED POST HOLE AT EACH FENCE POST REF STRUC DECK BEARING REF BLDG ELEVATION FOR WALL TYPE AND COLOR TUBE STEEL CANOPY BEAM REF STRUCTURAL 3 TUBE STEEL COLUMN REF STRUCTURAL 40 1 8 AC1.1 5 4 AC1.1 WALL BEYOND GALVANIZED METAL RAKE TRIM AT BOTH SIDES OF CANOPY FIELD VERIFY DIMENSIONS FLASHING BEYOND STEEL ANGLE REF STRUCTUAL CONTINUOUS SEALANT AT TOP AND SIDES OF FLASHING STEEL ANGLE BEYOND REF STRUCTURAL SLOP E REF BLDG ELEVATION FOR WALL TYPE AND COLOR CONTINUOUS SEALANT MASONRY ANCHOR WITH NEOPRENE WASHER METAL FLASHING EXTEND 8" ONTO CANOPY AND UP 6" UP WALL ANCHOR REF STRUCTURAL STEEL ANGLE REF STRUCTURAL PRE-MOLDED CLOSURE STRIP AT TOP AND BOTTOM SIDES OF DECK REF STRUC DECK BRG FENCE POST SPACING REF PLAN 4" DIAMETER POSTS AT GATE 6"x4"x1/4" WELDED TUBE FRAME HOLLOW METAL DOOR AND FRAME 7 AT 3'-0" DOOR 3'1/2" 3/4"1 3/4" REF PLAN FOR PARTITION TYPE GYPSUM BOARD CONTROL JOINT "J" CHANNEL SEAL JOINT BETWEEN PRECAST WALL PANEL AND GYPSUM BOARD WITH SEALANT USE INTUMESCENT SEALANT IF RATED T O G R P P N G S U R F A C E 3 33 6 T O L E T P A P E R 1 8 M N 3 94 1 10.14 10.14 RB1 10.06 10.07 10.12 10.14 PLYWOOD BACKING 26 31 0 T O G R I P P I N G S U R F A C E 3 33 6 10.14 10.14 10.14 10.12 10.05 10.11 10.03 LAVATORY ENCLOSURE REF PLUMBING PLYWOOD BACKING RB1 GLASS FIBER INSULATION HEAT WELD OR ADHESIVE ATTACH TO ROOF MOLDED PIPE FLASHING PLACE CONTINUOUS SEALANT UNDER PIPE FLASHING NEAR BAND AND PIPE CONTACT WALMART ROOFING MAINTENANCE VIA EMAIL AT ROOFPM@WALMART.COM FOR APPROVED BONDED ROOFERS NO EXCEPTIONS WHERE APPROVED BY LOCAL JURISDICTION WRAP PIPE WITH MEMBRANE UPFLOW VENT CAP STAINLESS STEEL DRAW BAND WITH SEALANT LOCATE MINIMUM 15' FROM ANY FRESH AIR INLETS OR ROOF-TOP UNITS OFFSET VENT PIPE MINIMUM 2'-0" FROM EDGE OF BUILDING. HEIGHT OF VENT OUTLET ABOVE ROOF SHALL BE 48" MIN OR PER AUTHORITY HAVING JURISDICTION WHERE ALLOWED BY LOCAL JURISDICTION WRAP PIPE WITH ADHERED MEMBRANE SEALANT TYPICAL DRAW BAND MOLDED PIPE FLASHING FLANGE SET IN MASTIC ROOF MEMBRANE GLASS FIBER INSULATION PIPE SUPPORT DETAILS FER MECHANICAL TB583 PNEUMATIC HIGH LEVEL SHUTOFF
TB550 SECTION PORT SHUT-OFF KRUEGER GAUGE AND PRIMARY TANK VENT TB439 FILL PORT TB802 PRIMARY TANK EMERGENCY VENT TB802 SECONDARY CONTAINMENT EMERGENCY VENT LEAK SENSOR AND WORKING VENT TB816 TB816 PRIMARY TANK VENT TB804B KRUEGER GAUGE TB550 SUCTION PORT SHUT-OFF COMPRESSED AIR LINE,REF 13 AC1.1 TB802 PRIMARY TANK EMERGENCY VENT TB802 SECONDARY CONTAINMENT EMERGENCY VENT TB816 SECONDARY WORKING TANK TB1010 LEAK SENSOR PDWS LOCATED AT BOTTOM OF SECONDARY CONTAINMENT TANK SET OVERFILL PREVENTION VALVE SHUT OFF AT 4" BELOW INSIDE OF TANK TOP (87%) TB583 PNEUMATIC HIGH LEVEL SHUTOFF 6" FROM BOTTOM OF PRIMARY TANK TANK COLOR CODING NOTES: EVERY TANK SHALL BE COLOR CODES PER API STANDARDS: USED MOTOR OIL PURPLE SQUARE TANK LABELING NOTES: PROVIDE TANK LABELS ON ALL ACCESSIBLE SIDES PER SUFFOLK COUNTY REQUIREMENTS. LABELS SHALL INCLUDE THE FOLLOWING WITH STANDARD 4" LETTERS: 1. SCHDS TANK# 2. TANK CONTENT 3. TANK CAPACITY 4. TANK WORKING CAPACITY TANK 2 USED MOTOR OIL NOMINAL CAPACITY 25 GALLONS, WORKING CAPACITY 22.5 GALLONS. 5 2 OVERFLOW DRIP PAN PER SCDHS 5
TB462 TB925 TB461 TB429 3/4"x1/2" NIPPLE 3/4" TEE CLEANOUT PLUG TB499 TB491 TB541 TB491 TB439 TB487 TB486 TB583 TB461 TB462 TB435 3/4"x2" NIPPLE TB801A WASTE OIL RESERVIOR 45 3/4" ELBOW TB816 2" STEEL VENT PIPE AND FITTINGS,REF 12 - AC1.1 3/4" PIPE AND FITTINGS ROUTE TO STRUCTURE AND SLOPE TO MECHANICAL ROOM 3/4" AIR PIPE AROUTE D FROM HIGH LEVEL ALARM ON WASTE OIL STORAGE TANK, REF 12 AC1.1 REF 12 AC1.1 TB550 TB540 3/4" TO 1/2" TEE 3/4" ELBOW TB499 TB491 PRESSURE TO BE LIMITED NOT TO EXCEED 70 PSI. TB487 TB525 SET AT 140 PSI TB487 TB525 TB428 TB462 TB461 TB610 TB641 3/4", 6" PIPE TB536 TB541 1/2" AIR PIPE TB530 TB530 TB541 TB499 TB530 TB550 TB428 TB435 REAR ELEVATION 56 41 1 21 1 21 1 41 1 56 OVERFLOW DRIP PAN PER SCDHS 5 2 OVERFLOW DRIP PAN PER SCDHS 2 5 OIL FILTER CRUSHER TANK#2 EQUIPMENT SCHEDULE CI = INSTALLER GC = GENERAL CONTRACTOR REFERENCE SPECIFICATION SECTION 01645 FOR MANUFACTURER AND MODEL NUMBERS NOT LISTED IN EQUIPMENT SCHEDULE TB428 LP AIR HOSE 1/4"x6' WITH 1/4" NPTM CI CI WM TB429 LP AIR HOSE 1/4"x18' WITH NPTM CI CI WM TB435 MP OIL HOSE 3/4"x6" WITH 3/4" NPTM CI CI WM TB439 LP OIL HOSE 3/4"x18" WITH 3/4" NPTM CI CI WM TB461 QUICK-CONNECT AIR NIPPLE 1/4" NPTM CI CI WM TB462 CI CI WM TB486 STREET ELBOW 1/4" NPTM x 1/4" NPTF CI CI WM TB487 STREET ELBOW 1/4" NPTF 1/4" NPTM CI CI WM TB491 HEX NIPPLE 1/4" NPTM x 1/4" NPTM CI CI WM TB499 BUSHING 1/2" NPTM x 1/4" NPTF CI CI WM TB525 REGULATOR WITH GAUGE 1/4" NPTF CI CI WM TB530 FILTER 1/4" NPTF CI CI WM TB536 BANJO STRAINER 3/4" NPTF CI CI WM TB540 CHECK VALVE CI CI WM TB541 LP SHUT-OFF VALVE 1/2" NPTF CI CI WM TB550 MP SHUT-OFF VALVE 3/4" NPTF AIR CI CI WM TB583 OVERFILL WARNING VALVE CI CI WM TB610 WASTE OIL PUMP CI CI WM TB641 DIAPHRAM WALL MOUNT BRACKET CI CI WM TB801A 25 GALLON USED OIL RESERVOIR #2971 CI CI WM TB802 3" PRESSURE RELEASE EMERGENCY VENT CI CI WM TB804B 30" KRUEGER GAUGE CI CI WM QUICK-CONNECT AIR COUPLER 1/4" NPTF TB816 UP-FLOW 2" VENT CAP CI CI WM TB925 OIL FILTER CRUSHER CI CI WM 1, 1, 2, 3 NO. DESCRIPTION INSTALLED BY FINAL CONNECT SUPPLIED BY NOTES MANUFACTURER MODEL NO. ES = EQUIPMENT SUPPLIER WM = WALMART SAMSON 802 SAMSON 811 SAMSON 857 SAMSON 860 SAMSON 931 SAMSON 930 SAMSON 2096 SAMSON 2514 SAMSON 2051 SAMSON 2062 SAMSON 991 SAMSON 993 SAMSON 1589 SAMSON MB-158B-34 SAMSON 2088 SAMSON 2084 MORRISON BROS FMMASO-91S AV SAMSON PN-75 SAMSON 2086 CONTAINMENT SOLUTIONS LCAA1025D8503 MORRISON BROS 244OM-0050 AV KRUEGER TYPE D MORRISON BROS 354-0200 AV GRAY QP TB1010 PRODUCT DISTINGUISHING TANK DRY INTERSTITIAL SENSOR OMNTEC BX-PDWS CI CI WM GENERAL NOTES A. ALL TANKS AND PIPING TO BE INSTALLED AND PROPERLY TESTED IN ACCORDANCE WITH ALL APPLICABLE CODES AND MANUFACTURER REQUIREMENTS. REF SPECIFICATIONS B. ALL PIPING AND FITTINGS TO BE SUPPLIED BY GENERAL CONTRACTOR AND INSTALLED BY CERTIFIED INSTALLER. EQUIPMENT SCHEDULE NOTES 1. GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATED DELIVERY SCHEDULE. REF SPECS. 3. UL-142 DOUBLE WALL TANK. 2. GENERAL CONTRACTOR IS RESPONISBLE TO COORDINATE INSTALLATION SCHEDULE. REF SPECIFICATIONS. QTY 2 2 2 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 1 3 6 4 2 2 1 1 3 2 1 1 1 1 2 1 1 2 1 WASTE OIL RESERVOIR TANK#2 PRIMARY TANK VOLUME 25 GALLONS (EACH INCH OF DEPTH - 0.83 GALLONS) 110% SECONDARY CONTAINMENT CALCULATIONS PRIMARY TANK DIMENSIONS (L x W H) PRIMARY TANK VOLUME 29" 7" x 30" 25 GALLONS SECONDARY TANK VOLUME 50 GALLONS SECONDARY CONTAINMENT (V2/V1 100%) SECONDARY TANK DIMENSIONS (L x W x H) 200% 42" 9" x 32" 5 5 SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 5 0 2 2 3 5 P M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 M a nA R C H R V 1 d b a o v t AC1.1 AUTO CENTER DETAILS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 3/8" = 1'-0" 10 CONDUIT CHASE 3/4" = 1'-0" 1 SUSPENDED HOSE REEL 3/4" = 1'-0" 2 SUSPENDED HOSE REEL BRACKET 1/4" = 1'-0" 3 ENCLOSURE SECTION 1 1/2" = 1'-0" 4 SECTION AT CANOPY 1/2" 1'-0" 5 CANOPY SECTION 3/8" = 1'-0" 6 DOOR SURROUND 1" = 1'-0" 7 PRECAST WALL PANEL JOINT 1/2" = 1'-0" 8 TOILET ELEVATION 1/2" = 1'-0" 9 TOILET ELEVATION KEYNOTE LEGEND AUTO CENTER A1.1 10.03ELECTRIC HAND DRYER 10.05PAPER TOWEL DISPENSER; SURFACE MOUNTED 10.06TOILET PAPER HOLDER 10.07SANITARY NAPKIN DISPOSAL 10.11MIRROR 10.12TOILET SEAT COVER DISPENSER 10.14GRAB BARS (INSTALL PLYWOOD BACKING IN WALLS) 1" = 1'-0" 11 AIR VENT PENETRATION 3/4" = 1'-0" 12
3/4" = 1'-0" 13 OIL FILTER CRUSHER (STAND
2 ISSUE BLOCK 2REV #207/15/2020 5Rev_SCHD OPC RESUBMISSI ON/CCD1 12/28/2020
ALONE) PIPING
TB541 1" PIPE TB921 TB901 TB901 50 16 TB462 TB499 TB541 ATTACH PIPE TO SLAB WITH PIPE CLAMP AND #12 1/4" MASONRY SCREWS TB429 TB525 TB541 TB300 1/2" PIPE ROUTE PIPING AIR OUTLETS FOR TIRE CHANGES 2-AC2 NOTE: REF 1-AC2 FOR ALL AIR DROP LOCATONS BA AIR DROP AT AIR UTILITY BOX TB921 AIR DROP AT TIRE CHANGER TB300 3/4" UNION TB560 BYPASS VALVE TYPICALLY CLOSED 3/4" PIPE TB560 1/2" PIPE AND FITTINGS 1/4" OD COPPER PIPE FLOOR DRAIN REF MECHANICAL TB100 TB405 TB510 TB522 TB522 3/4" PIPE AND FITTINGS TB560 1" PIPE AND FITTINGS TB555 TB521 TB120 TB121 TB560 3/4" PIPE AND FITTINGS NOTE: STUD WALL: MOUNT AIR DRYER TO 3/4"x4'-0"x4'-0" PLYWOOD BRACKET MOUNTING LOCATION CMU WALL: ATTACH BRACKET TO WALL WITH 5/8"x 1/2" FASTENERS WITH 5/8" EXPANDABLE ANCHORS AT EACH SIDE FLOOR DRAIN REF MECHANICAL TB560 BYPASS VALVE TYPICALLY CLOSED 3/4" UNION BARB CONNECTION ATTACHED TO INTERNAL DRAIN PIPE GC FURNISHED PLAN ELEVATION ISOMETRIC ISO ELEVATION PLAN TB816 UPFLOW VENT CAP TB2003 PRIMARY TANK TB802A EMERGENCY VENT TB2006 SECONDARY CONTAIMENT TANK TB811 FIRE CABINET TB4020 HAND PUMP 2" VENT PIPE CARBON STEEL ASTM A204/ASTM A666 SLOPE VENT PIPING BACK TO TANK AT 1/8" PER FOOT. TB804A KRUEGER GAUGE 8" FILL OPENING TB816 UPFLOW VENT CAP DIRT LEG TB804A KRUEGER GAUGE 8" FILL OPENING HAND PUMP TB802A EMERGENCY VENT DISCHARGE TB811 FIRE CABINET TB2006 SECONDARY CONTAINMENT TANK TB2003 62 GALLON DOUBLE WALL PRIMARY TANK 5 TANK # WINDSHIELD WASHER FLUID NOMINAL CAPACITY 62 GALLONS WORKING CAPACITY 55 GALLONS TANK LABELING NOTES: PROVIDE TANK LABELS ON ALL ACCESSIBLE SIDES PER SUFFOLK COUNTY REQUIREMENTS. LABELS SHALL INCLUDE THE FOLLOWING WITH STANDARD 4" LETTERS: 1. SCHDS TANK# 2. TANK CONTENT 3. TANK CAPACITY 4. TANK WORKING CAPACITY 2" 2" 2" 2" 2" 4" 4" 4" HALF COUPLING SPARE TB4018 SUFFOLK COUNTY SPILLBOX TB802 PRIMARY TANK EMERGENCY VENT OVERFLOW 6" LONG NIPPLE W/CROSS BARS FOR FLOW RESTRICTION TB815 SCULLY PRODUCT LEVEL GAUGE 4" TB802 SECONDARY EMERGENCY VENT PRODUCT WITHDRAWAL 2" 1/2" DRAIN TB816 UPFLOW VENT 2"2" 1/4" X 1" BOLT W/32" CHAIN ATTACHED HANDLE LID (NO LOCK) TOP OF LID TO HAVE PURPLE HEXAGON SYMBOL (BY OWNER) INNER TANK 10 GA. OUTER TANK 10 GA. TB815 SCULLY GUAGE MODEL#03123 TB816 UPFLOW VENT CAP 2" GALVANIZED STEEL RISER PRODUCT WITHDRAWAL (2" X 1" D.T.B. WITH 1" DROP PIPE) PRODUCT LABEL TO BE ON ALL SIDES MIN. 4" HIGH LETTERS TB1025 THREADED FUNNEL TB1025 THREADED FUNNEL TB802 4" EMERGENCY VENT TB1025 THREADED FUNNEL TOP VIEW SUFFOLK COUNTY SPILLBOX DETAIL ELEVATION END VIEW USED OIL USED OIL 8"10 3/8"8" 2'-8 3/8"5/8" HINGE TANK COLOR CODING NOTES: EVERY TANK SHALL BE COLOR CODES PER API STANDARDS: WASTE OIL PURPLE SQUARE SOP REQUIRES THE FOLLOWING: A. FILL SPILL BOX IS PAD LOCKED. B. FILL SPILL BOX IS OPENED ONLY BY WALMART PERSONNEL. C. ONLY WALMART PERSONNEL DEPOSIT USED MOTOR OIL SUPPLIED BY CUSTOMER INTO FILL SPILL BOX. D. WHEN NECESSARY, BASED ON CUSTOMER SUPPLIED CONTAINER, WALMART PERSONNEL UTILIZE A CORROSIVE RESISTANT FUNNEL WHEN DEPOSITING USED WASTE OIL INTO THE FILL SPILL BOX. E. FILL SPILL BOX DESIGN RESULTS IN NO HORIZONTAL AND NONSLOPED SURFACE FOR USED OIL ACCUMULATE. TANK # 3 USED MOTOR OIL NOMINAL CAPACITY 280 GALLONS, WORKING CAPACITY 252 GALLONS. TANK LABELING NOTES: PROVIDE TANK LABELS ON ALL ACCESSIBLE SIDES PER SUFFOLK COUNTY REQUIREMENTS. LABELS SHALL INCLUDE THE FOLLOWING WITH STANDARD 4" LETTERS: 1. SCHDS TANK# 2. TANK CONTENT 3. TANK CAPACITY 4. TANK WORKING CAPACITY 2" 2" 2" 2" 2" 2" 4" 4" 2" USED OIL PUMPED INLET TB4018 SUFFOLK COUNTY SPILLBOX TB802 PRIMARY TANK EMERGENCY VENT TB1010 LEAK SENSOR OVERFLOW 6" LONG NIPPLE W/CROSS BARS FOR FLOW RESTRICTION TB815 SCULLY PRODUCT LEVEL GAUGE TB820B 500 GALLON WASTE OIL TANK TB583 PNEUMATIC HIGH LEVEL SHUTOFF HANDLE LID (NO LOCK) TB1025 THREADED FUNNEL INNER TANK 10 GA. OUTER TANK 10 GA. TB815 SCULLY GUAGE TB816 PRIMARY UPFLOW VENT CAP GROUND CLIP 4" TB802 SECONDARY EMERGENCY VENT 2" GALVANIZED STEEL RISER PRODUCT WITHDRAWAL 2" 1/2" DRAIN PRODUCT WITHDRAWAL (2" X 1" D.T.B. WITH 1" DROP PIPE) TB1025 THREADED FUNNEL PRODUCT LABEL TO BE ON ALL SIDES MIN. 4" HIGH LETTERS TB583 PNEUMATIC HIGH LEVEL SHUTOFF SET TO 93% USED OIL PUMPED INLET TB1009 LF-1-SS-8" HIGH LEVEL ALARM SET TO 88% TB802 PRIMARY TANK EMERGENCY VENT SUFFOLK COUNTY SPILLBOX DETAIL ELEVATION END VIEW TOP VIEW USED OIL USED OIL TB1025 THREADED FUNNEL MC 4" EMERGENCY VENT 1/4" X 1" BOLT W/32" CHAIN ATTACHED HINGE TOP OF LID TO HAVE PURPLE HEXAGON SYMBOL (BY OWNER) 1 6 1 2 TB1009 HIGH LEVEL ALARM TB816 PRIMARY UPFLOW VENT VENT SHALL TERMINATE 48" ABOVE THE ROOF WHICH EXCEEDS THE 8 FEET HIGH VENT REQUIREMENT ABOVE THE TANK TOP. REFER TO A4. FOR PENTRATION. REF 11 AC1.1 TANK COLOR CODING NOTES: EVERY TANK SHALL BE COLOR CODES PER API STANDARDS: WASTE OIL PURPLE SQUARE SOP REQUIRES THE FOLLOWING: A. FILL SPILL BOX IS PAD LOCKED. B. FILL SPILL BOX IS OPENED ONLY BY WALMART PERSONNEL. C. ONLY WALMART PERSONNEL DEPOSIT USED MOTOR OIL SUPPLIED BY CUSTOMER INTO FILL SPILL BOX. D. WHEN NECESSARY, BASED ON CUSTOMER SUPPLIED CONTAINER, WALMART PERSONNEL UTILIZE A CORROSIVE RESISTANT FUNNEL WHEN DEPOSITING USED WASTE OIL INTO THE FILL SPILL BOX. E. FILL SPILL BOX DESIGN RESULTS IN NO HORIZONTAL AND NONSLOPED SURFACE FOR USED OIL ACCUMULATE. TANK # USED MOTOR OIL NOMINAL CAPACITY 450 GALLONS, WORKING CAPACITY 500 GALLONS. TANK LABELING NOTES: PROVIDE TANK LABELS ON ALL ACCESSIBLE SIDES PER SUFFOLK COUNTY REQUIREMENTS. LABELS SHALL INCLUDE THE FOLLOWING WITH STANDARD 4" LETTERS: 1. SCHDS TANK# 2. TANK CONTENT 3. TANK CAPACITY 4. TANK WORKING CAPACITY TB816 SECONDARY WORKING TANK 5 LEAK SENSOR AND WORKING VENT TB816 500 GALLON BULK WASTE OIL ABOVEGROUND TANK#1 EQUIPMENT SCHEDULE CI CERTIFIED INSTALLER GC = GENERAL CONTRACTOR REFERENCE SPECIFICATION SECTION 01645 FOR MANUFACTURER AND MODEL NUMBERS NOT LISTED IN EQUIPMENT SCHEDULE TB583 OVERFILL WARNING VALVE CI CI WM TB802 4" EMERGENCY VENT CI CI WM 1, 2 TB815 SCULLY GAUGE CI CI WM 1, 2 TB816 UP-FLOW 2" VENT CAP CI CI WM 1,2 1, 2 NO. DESCRIPTION INSTALLED BY FINAL CONNECT SUPPLIED BY NOTES MANUFACTURER MODEL NO. ES = EQUIPMENT SUPPLIER WM = WALMART MORRISON BROS FMMASO-91S AV MORRISON BROS 244OM-0050 AV SCULLY SIGNAL COMPANY #03123 MORRISON BROS 354-0200 AV TB1009 HIGH LEVEL ALARM FLOAT SENSOR OMNTEC BX-LF-1-SS-8 CI CI WM 2 1 1 QTY 2 TB820B WASTE OIL STORAGE TANK 500 GAL CI CI WM 1, 2, 3 CONTAINMENT SOLUTIONS #24 1 1 TB1010 PRODUCT DISTINGUISHING STEEL TANK DRY INTERSTITIAL SENSOR OMNTEC PDWS CI CI WM 1 TB1025 THREADED FUNNEL CI CI WM MCMASTER #4222TI 1 TB4018 SUFFOLK COUNTY SPILLBOX CI CI WM CONTAINMENT SOLUTIONS DWG SBB124B 1 1,2 1,2 1,2 1,2 280 WASTE OIL (DIY) STORAGE TANK#3 EQUIPMENT SCHEDULE CI = CERTIFIED INSTALLER GC GENERAL CONTRACTOR REFERENCE SPECIFICATION SECTION 01645 FOR MANUFACTURER AND MODEL NUMBERS NOT LISTED IN EQUIPMENT SCHEDULE TB804 SULLY LEVEL GAUGE CI CI WM TB802 4" EMERGENCY VENT CI CI WM 1, 2 CI CI WM 1, 2 1, 2 NO. DESCRIPTION INSTALLED BY FINAL CONNECT SUPPLIED BY NOTES MANUFACTURER MODEL NO. ES = EQUIPMENT SUPPLIER WM WALMART SCULLY #03123 OPW OPW#202 CONTAINMENT SOLUTIONS #254 2 1 QTY TB816 UP-FLOW 2" VENT CAP 2 CI CI WM 1, 2, CONTAINMENT SOLUTIONS SUF280-LP TB30A CUSTOMER RETURN OIL TANK 280 GAL 1 CI CI WM 1, 2 MCMASTER #4222TI TB1025 THREADED FUNNEL 1 TB4018 SUFFOLK COUNTY SPILLBOX 1 CONTAINMENT SOLUTIONS CI CI WM 1, 2 DWG SBB124GB DIY USED OIL TANK#3 110% SECONDARY CONTAINMENT CALCULATIONS PRIMARY TANK DIMENSIONS (L W x H) PRIMARY TANK VOLUME 4 ’- 7” 2’ 9” x 3’ 0” 282 GALLONS SECONDARY TANK VOLUME 366 GALLONS SECONDARY CONTAINMENT (V2/V1 x 100%) SECONDARY TANK DIMENSIONS (L x W H) 129% 5’ 2” 2’ 11” 3’ 3” WASTE OIL TANK#1 PRIMARY TANK VOLUME 500 GALLONS REQUIRED LIMITS OF VOLUME OF LIQUID STORED IN TANK PRIMARY TANK DIMENSIONS (L x W x H) PRIMARY TANK VOLUME 6' 3' 9" x 36" 504 GALLONS SECONDARY TANK VOLUME 604 GALLONS SECONDARY CONTAINMENT (V2/V1 100%) SECONDARY TANK DIMENSIONS (L W x H) 119% 6' 7" x 3' 11" 3' 2" MAXIMUM ALLOWABLE VOLUME FOR HIGH LEVEL ALARM MAXIMUM ALLOWABLE VOLUME FOR HIGH LEVEL SHUT OFF 90% 95% 450 GAL 475 GAL 6" FROM INSIDE TOP OF TANK 3" FROM INSIDE TOP OF TANK ACTUAL HIGH LEVEL ALARM INSTALLATION ACTUAL HIGH LEVEL ALARM INSTALLATION 88% 93% 440 GAL 465 GAL 7" FROM INSIDE TOP OF TANK 4" FROM INSIDE TOP OF TANK GENERAL NOTES A. ALL TANKS AND PIPING TO BE INSTALLED AND PROPERLY TESTED IN ACCORDANCE WITH ALL APPLICABLE CODES AND MANUFACTURER REQUIREMENTS. REF SPECIFICATIONS B. ALL PIPING AND FITTINGS TO BE SUPPLIED BY GENERAL CONTRACTOR AND INSTALLED BY CERTIFIED INSTALLER. EQUIPMENT SCHEDULE NOTES 1. GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATED DELIVERY SCHEDULE. REF SPECS. 3. UL-142 DOUBLE WALL TANK. 2. GENERAL CONTRACTOR IS RESPONISBLE TO COORDINATE INSTALLATION SCHEDULE. REF SPECIFICATIONS. WINDSHIELD WASHER FLUID TANK#5 110% SECONDARY CONTAINMENT CALCULATIONS PRIMARY TANK DIMENSIONS (DIA x H) PRIMARY TANK VOLUME 24"Φ 35" 62 GALLONS SECONDARY TANK VOLUME 95 GALLONS SECONDARY CONTAINMENT (V2/V1 x 100%) SECONDARY TANK DIMENSIONS (DIA H) 153% 28"Φ 40" WINDSHIELD WASHER FLUID TANK#5 CI = CERTIFIED INSTALLER GC GENERAL CONTRACTOR REFERENCE SPECIFICATION SECTION 01645 FOR MANUFACTURER AND MODEL NUMBERS NOT LISTED IN EQUIPMENT SCHEDULE TB804A LIQUID LEVEL GAUGE CI CI WM TB802A 2" EMERGENCY VENT CI CI WM 1, 2 CI CI WM 1, 2 1, 2 NO. DESCRIPTION INSTALLED BY FINAL CONNECT SUPPLIED BY NOTES MANUFACTURER MODEL NO. ES = EQUIPMENT SUPPLIER WM WALMART KRUEGER PD PROTECTOSEAL 7800 JAMCO PRODUCTS, INC. BM120 1 1 QTY TB811 SAFETY FLAMMABLE CABINET 59"x34"x65" 1 CI CI WM 1, 2 MORRISON BROS 354-0200 AV TB816 UP-FLOW 2" VENT CAP 1 CI CI WM 1, 2 FLUIDALL CDW65A TB2003 WINDSHIELD WASHER DOUBLE WALL CONTAINER 62 GAL 1 TB2006 SALVAGE DRUM 95 GAL 1 ENPAC CI CI WM 1, 2 1295-YE TB4020 HAND PUMP 1 GRACO CI CI WM 1, 2 127647 5 5 SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 5 0 2 2 5 1 P M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 M a nA R C H R V 1 d b a o v t AC1.2 AUTO CENTER EQUIPMENT DETAIL Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 3/4" = 1'-0" 1 AIR DROP 3/4" = 1'-0" 2 AIR COMPRESSOR ASSEMBLY 3/4" = 1'-0" 3 62 GALLON WINDSHEILD WASHER FLUID TANK 3/4" 1'-0" 4 280 GALLON DIY TANK 3/4" = 1'-0" 5 500 GALLON BULK WASTE OIL ABOVEGROUND TANK 2 ISSUE BLOCK 2REV #207/15/2020 5Rev_SCHD OPC RESUBMISSI ON/CCD1 12/28/2020
CG 2CG G C 2 G C 2 G C 2 G C 2 G C 2 G C 2 G C 2 G C 2 G C 2 G C 2 G C 2 G C 2 G C 2 G C 2 G C 2 GC GC GC GC G C 3 G C 2 G C 3 G C 3 G C 3 1-GC3 3G C 3 GC1 3 GC1 4 ORNAMENTAL METAL FENCE POST, 4" SQUARE POST GC3 11 FENCE AND SHADE C OTH POST LOCAT ONS OUTSIDE LIVE GOODS 501 14 GC3 15A GC3 SIM AT TRUSS GC3 10 TYP GC1 4 12'-0" HIGH ORNAMENTAL METAL FENCE, TYP GC3 11 GC3 13 SIM 4" SHADE CLOTH POST TYP 15 GC3 GC1 15 GC3 13 A 10 11.1 B.6 B 15C GC3 15A GC3 AT TRUSS 12 10'-0" W 9'-4" SLIDING GATE REF DETAILS; 7,9,10 -GC2 3'-0"3'-11 1/8"3'-10"7'-1"7'-1"7'-1"7'-1"5'-0"5'-0"8'-0"6'-6"6'-6"6'-6"3'-0"4'-0"3'-0" 2'-8"11'-4"2'-8"11'-4"2'-8"12'-8"2'-8"12'-8"2'-8"10'-0"2'-8"9'-11" 6 14 FENCE SIM 4'-8" F E N C E A N D S H A D E C L O T H P O S T L O C A T I O N S F E N C E 86'-7 1/8" 6 4 94 67 69 90 90 90 90 48 1 28 28 1 28 28 1 28 28 6" 1'-4" 1'-5" 1 71 0 92 88 2 F E N C E A N D S H A D E C L O T H P O S T L O C A T O N S F E N C E 6" GC1 11 16 GC3 GC1 15 11 SLIDING GATE EAS PEDESTAL TYP 19 1 / 8 POWER UNIT ORNAMENTAL FENCE ORNAMENTAL FENCE GC3 9 7 GC3 8'-0"2'-0" GC3 6 5.52 REF 4 SP2.1 42"H FENCE FABRIC FENCE POST 12'-0" H x 12 GAUGE GALVANIZED METAL CLOSURE PLATE ANCHOR TO POST WITH 1/4" TEK SCREWS AT 16" OC EXTERIOR WALL EXTERIOR SIDE 1/4" UNO 6" 4-GC MAX 3/8" CONT SEALANT CONT SEALANT CONT SEALANT 1/4" SHIM 6X4 TUBE AT TOP OF DOOR FRAME 4" FENCE POST 4 x 4 x 3/8 8" ANGLE CENTERED AT TOP OF TUBE FRAME FOR EXIT SIGN ATTACHMENT ANCHOR WITH (4) 1/4" TEK SCREWS 1" MINI-MESH FENCE FABRIC 2 x 2 x 1/4 9" ANGLE BRACKET BEYOND WITH 1/2" BOLT TO POST WITH (3) 1/4" TEK SCREWS TO DOOR SURROUND - (2) ANGLE BRACKETS PER DOOR 6x4 TUBE FRAME POST BEYOND 9"W x 4'-0" L x 12 GAUGE SECURITY FIN AT TOP OF TUBE FRAME LOCATE BETWEEN ANGLE BRACKETS HOLLOW METAL DOOR FRAME EXTERIOR 3/4" 2 1 4 7'-6 1/4" ABOVE PAVING 7" MINI MESH FENCE FABRIC NOT USED IN TIRE STORAGE AREA 4" MAIN FENCE POST AT BOTH SIDES OF DOOR OPENING HOLLOW METAL DOOR AND FRAME EXTERIOR SIDE INTERIOR SIDE 6"x4" WELDED TUBE STEEL FRAME ORNAMENTAL METAL FENCE. TYP SECURITY FENCE SYSTEM. TYP 30 GC1 7 7G C 2 HOLLOW METAL DOOR FRAME WITH EXISTING OPENING ANCHORS MINIMUM 4 PER JAMB 5"W x 7'-6" H x 12 GA SECURITY CLOSURE FIN ANCHOR TO TUBE WITH 1/4" TEK SCREWS AT 16" OC. COPE AROUND DOOR JAMB THRU-BOLTS AS REQUIRED FENCE POST 6"x4"x1/4" WELDED TUBE FRAME 12 GAUGE GALVANIZED METAL CLOSURE PANEL AT STRETCHER BAR LOCATION ANCHOR WITH 1/4" TEK SCREWS AT 16" OC MINI MESH FENCE FABRIC 8"x6"x1/2" BASE PLATE WITH (2) 1/2"x5" SLEEVE ANCHORS MAX 3/8" 1 1/2" 7" 1/4" 5 3/4" 1 3 / 4 2 1 4 2 3/16 TYP MINI MESH FENCE FABRIC NOT USED IN TIRE STORAGE AREA 30 D O O R 38 1 / 2 O C 40 O C TYP MODULAR RACK SYSTEM FURNISHED BY OWNER AND INSTALLED BY GC RACKS TO BE LEVEL, PROVIDE SHIMS AS REQUIRED 10 GC2 TRENCH DRAIN REF PLUMBING 10 TYP 5.57 2'-11 7/8"6'-1"2'-11 5/8" 13 1 8 62 70 80 30 40 45 8'-0"W x 9'-4"H SLIDING CHAINLINK GATE REF 9,11,12 GC2 SEASONAL AREA 500 OUTSIDE BAGGED GOODS 502 502A 1G C 2 13-GC2 GC1 GC1 4 GC2 11 TYP 5.57 6'-1" C D E 11.9 11.1 B.6 F OH 12 GC1 11 11 1/4" 5 1 8 1'-7 7/8" 12 20 R O 88 1 3 95 3 4 R O 88 80 GC1 12 4 A3.0 11 11 2 GC2 RACK BEAM HEIGHT SCHEDULE RACK DESIGNATIONNUMBER OF BEAMSHEIGHTS(TO RACK BEAM GC22 6'-0" 6'-0" GC33 4'-0" 4'-0" 4'-0" SHEET NOTES 1. RACK AND ENCLOSURE SYSTEM INCLUDING RACKS, SECURITY MESH PANELS, GATE AND MANDOOR RACKS AND ALL ACCESSORIES INCLUDING ALL BRACKETS, BOLTS AND BASE PLATES NEEDED FOR INSTALLATION OF RACK AND ENCLOSURE SYSTEM TO BE FURNISHED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR 2. RACK SYSTEM IS COMPRISED OF SEVERAL PRE-MANUFACTURED ASSEMBLIES: -RACK END ASSEMBLY -BEAM ASSEMBLY -TOP AND BOTTOM U-CHANNEL RECEIVER ASSEMBLY -MID-HEIGHT U-CHANNEL RECEIVER ASSEMBLY FENCE FABRIC FENCE POST 12'-0" H x 12 GAUGE GALVANIZED METAL CLOSURE PLATE ANCHOR TO POST WITH 1/4" TEK SCREWS AT 16" OC EXTERIOR WALL EXTERIOR SIDE 4G C 2 O H 6 1 / 4 FENCE FABRIC BU LD NG COLUMN REF STRUC 12'-0" H x 12 GAUGE GALVANIZED METAL CLOSURE PLATE ANCHOR TO COLUMN WITH 1/4" TEK SCREWS AT 16" OC EXTERIOR WALL EXTERIOR SIDE 4G C 2 S M 2 1 / 4 6 127A A6 A6 12 12 CLOSET 127 1'-1 5/8"6'-6" 7'-7 5/8" 80 1'-8 1/4"2'-1 3/4" SLIDING GATE EAS PEDESTAL TYP CHAIN LINK FENCE 5.52 42" H GC2 14 CONT SEALANT CONT SEALANT CONT SEALANT 1/4" SHIM 6X4 TUBE AT TOP OF DOOR FRAME 4" FENCE POST x x 3/8 x 8" ANGLE CENTERED AT TOP OF TUBE FRAME FOR EXIT SIGN ATTACHMENTANCHOR WITH (4) 1/4" TEK SCREWS ORNAMENTAL FENCE 2 2 1/4 9" ANGLE BRACKET BEYOND WITH 1/2" BOLT TO POST WITH (3) 1/4" TEK SCREWS TO DOOR SURROUND (2) ANGLE BRACKETS PER DOOR 6x4 TUBE FRAME POST BEYOND 9"W 4'-0" x 12 GAUGE SECURITY FIN AT TOP OF TUBE FRAME LOCATE BETWEEN ANGLE BRACKETS HOLLOW METAL DOOR FRAME EXTERIOR 5 3/4" 2 1 4 7'-6 1/4" ABOVE PAVING SECURITY FENCE SYSTEM 7" HOLLOW METAL DOOR FRAME WITH EXISTING OPENING ANCHORS MINIMUM 4 PER JAMB 5"W 7'-6" H X 12 GA SECURITY CLOSURE FIN ANCHOR TO TUBE WITH 1/4" TEK SCREWS AT 16" OC. COPE AROUND DOOR JAMB THRUBOLTS AS REQUIRED FENCE POST 6"x4"x1/4" WELDED TUBE FRAME SECURITY FENCE SYSTEM ORNAMENTAL FENCE 8"x6"x1/2" BASE PLATE WITH (2) 1/2"x5" SLEEVE ANCHORS 3/4" 1 3 / 4 2 1 4 2 30 D O O R 38 1 / 2 O C 40 O C 3/16 TYP 7" EXTERIOR STEEL PICKET FENCE FENCE POST 12'-0" H X 12 GAUGE GALVANIZED METAL CLOSURE PLATE. ANCHOR TO POST WITH 1/4" TEK SCREWS AT 16" OC 10 6" EXTERIOR WALL EXTERIOR SIDE SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AB/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 P A L c e n s e N o R A 0 1 6 8 3 3 1 3 2 0 0 4 2 8 3 P M C U b D 0 3 3 Y A P H A N K N Y 1 0 M a nA R C H R V 8 b e n o s k v GC1 GARDEN CENTER FLOOR PLAN AND DETAILS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 3/16" = 1'-0" 1 GARDEN CENTER FLOOR PLAN (OF) 1/2" = 1'-0" 3 EAS GATE AT LIVE GOODS 3" = 1'-0" 6 CLOSURE DETAIL (CL) 3" = 1'-0" 8 HEAD AT MANDOOR FRAME (CL) 3/8" = 1'-0" 4 DOOR SURROUND (OF) 3" 1'-0" 7 JAMB AT MANDOOR FRAME (CL) KEYNOTE LEGEND 5.5232" CORE DRILLED UNO GALVANIZED STEEL BOLLARD 4" OD 5.5732" STAINLESS STEEL BOLLARD, 4" OD FURNISHED BY OWNER, INSTALLED BY GC 1/8" = 1'-0" 2 GARDEN CENTER FLOOR PLAN 3" 1'-0" 5 CLOSURE DETAIL (CL) 3" = 1'-0" 9 CLOSURE DETAIL (CL) 1/4" = 1'-0" 11 ENLARGED CLOSET 1/4" = 1'-0" 12 EAS GATE AT BAGGED GOODS 3" = 1'-0" 13 HEAD AT MANDOOR FRAME (OF) 3" = 1'-0" 14 JAMB AT MANDOOR FRAME (OF) 3" = 1'-0" 15 CLOSURE DETAIL (OF) ISSUE BLOCK
FENCE FABRIC 4" FENCE POST 2 7/8" LINE POST CLOSURE PLATE REF PLAN 1 20 TYP 8 GC2 GC2 EXTEND FENCE FABRIC TO CONCRETE SURFACE FENCE FABRIC BOTTOM RAIL 2 ℄ BOTTOM RAIL FENCE FABRIC M A X 2 FENCE END POST WALL LINE 1/4" TEK SCREWS AT 16" OC 12" -0" H x 12 GAUGE GALVANIZED METAL CLOSURE PLATE WITH 5/16" x 1" SLOTTED HOLES AT 16" OC FINISH TO MATCH ADJACENT FENCE POST FENCE NOT SHOWN FOR CLARITY 2 14 M A X 14 M A X REF PLAN 1/4" MAX 2 1 1/2" FENCE END POST 12 GAUGE CLOSURE PLATE ANCHOR TO POST WITH 1/4" TEK SCREWS AT 16" OC FIELD VERIFY STRIKE SIDE CONDITION AND ADJUST CLOSURE PLATE AS REQUIRED FOR PROPER GATE CLOSURE FENCE POST GATE FENCE FABRIC 6 ± 3/8" 1 14 GC2 10'-0" TO HINGE SIDE GATE EXTERIOR SIDE 5 ± 6 ± 1 1 2 12 GAUGE CLOSURE PLATE ANCHOR TO POST WITH 1/4" TEK SCREWS AT 16" OC. ADJUST WIDTH AS REQUIRED TO INSURE PROPER GATE OPERATION FENCE POST 10'-0" TO STRIKE SIDE 12 GAUGE GALVANIZED CLOSURE FLASHING ANCHOR WITH 1/4" TEK SCREWS AT 16" OC FENCE FABRIC STRETCHER BAR TYP FENCE POST OR COLUMN EXTERIOR SIDE 7 1 / 2 1/2" INTERIOR SIDE FENCE FABRIC STRETCHER BAR TYP 12 GAUGE GALVANIZED CLOSURE FLASHING ANCHOR WITH 1/4" TEK SCREWS AT 16" OC 4" DIA COLUMN EXTERIOR SIDE 3" SHEET NOTES 1. REF SHEET A7 FOR SCHEDULE FINISH KEY 2. GUTTERS, DOWNSPOUTS, DOOR HOODS, HOLLOW METAL STEEL DOORS, FRAMES, EXPOSED METAL FLASHING, AND EXPOSED MISCELLANEOUS STEEL SHALL MATCH ADJACENT BUILDING COLOR UNO. IF THERE ARE TWO ADJACENT COLORS AT DOORS USE THE BOTTOM COLOR FOR THE ENTIRE DOOR. MODULAR RACK SYSTEM FURNISHED BY OWNER AND INSTALLED BY GC ANCHOR PER RACK MFR CONCRETE SLAB REF STRUCTURAL RACK BEAM ELEVATION VARY REF SCHEDULE ON GC1 BRACING RACKS TO BE LEVEL PROVIDE SHIMS AS REQUIRED TO PAVING REF SP1 16'-0" TOP OF RACKS ABOVE SLAB REF PLAN 12 GC2 RACK POST 8" 8" x 3/8" BASE PLATE RACK BEAM ANCHOR TO RACK POST RACK FRAME EMERGENCY EXIT SIGNAGE 8"x6"x1/2" BASE PLATE WITH (2) 1/2" x 5" SLEEVE ANCHORS 5"x 7'-6"H x12 GAUGE SECURITY FIN AT (2) SIDES OF DOOR SUPPORT FRAME HOLLOW METAL DOOR AND FRAME 6x4 WELDED TUBE FRAME AT MANDOOR WEATHERPROOF EXIT DEVICE TRUSS DIRECTION MAY VARY REF PLAN FOR TRUSS LAYOUT 4x4x3/8X 0"-8" ANGLE CENTERED FOR EXIT SIGN ATTACHMENT PLUG ENDS OF POSTS EXTEND MINI MESH TO NEAREST POST 3'-0" MIN EXTEND MINI MESH TO 3'-0" MIN NEAREST POST 8 GC2 72 1 4 76 1 / 4 98 1 20 3'-8 1/2" 4'-0" FENCE POST SPACING DOOR FRAME POST SPACING 8 GC1 7 GC1 8.02 EAS PEDESTAL P15E TYP 2.09 112'0" FF EL 100'0" TO FENCE ABOVE SLAB 2.09 SLIDER GC2 2 GC2 3 F.6 TO FENCE ABOVE SLAB 11.9 112'0" 5 GC1 FENCE FABRIC BU D NG COLUMN REF STRUC EXTERIOR WALL EXTERIOR SIDE FENCE FABRIC 12'-0" H x 12 GAUGE GALVANIZED METAL CLOSURE PLATE ANCHOR TO COLUMN WITH 1/4" TEK SCREWS AT 16" OC MAX 3/8" 2 1'-6" 3" MIN 3" MIN SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AB/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 3 2 0 0 4 2 9 5 P M C U b D 0 3 3 Y A P H A N K N Y 1 0 M a nA R C H R V 8 b e n o s k v GC2 GARDEN CENTER CHAIN LINK FENCE ELEVATIONS AND DETAILS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 3/8" = 1'-0" 3 FENCE PANEL 3" = 1'-0" 9 FENCE BOTTOM 3" = 1'-0" 14 BOTTOM AT SLIDING GATE 1/2" 1'-0" 4 CLOSURE PLATE 3" = 1'-0" 7 STRIKE SIDE JAMB AT SLIDING GATE 3" = 1'-0" 5 HINGE SIDE AT SLIDING GATE 3" = 1'-0" 8 PLAN SECTION CHAIN-LINK POST 3" = 1'-0" 6 PLAN SECTION CHAIN-LINK CORNER POST KEYNOTE LEGEND 2.091" MINI MESH SECURITY FABRIC 8.02HOLLOW METAL DOOR AND FRAME COLOR LEGEND P15EGRAY 1/4" = 1'-0" 10 SECTION - TYPICAL RACK/FENCE PANEL 3" = 1'-0" 12 PLAN DETAIL AT TYPICAL POST 3/8" 1'-0" 2 DOOR SURROUND 1/4" = 1'-0" 1 FENCE ELEVATION (LEFT- BAGGED GOODS) 1/8" = 1'-0" 13 FENCE ELEVATION 3" = 1'-0" 11 CLOSURE DETAIL ISSUE BLOCK
TO SLAB REF SP1 12'-0" TO FENCE GC3 9 SLIDER 10'-0"W x 9'-4"H SLIDING CHAIN LINK GATE TYP ABOVE SLAB 10 12 GC3 GC3 16 GC3 11 TO SLAB REF SP1 12'-0" TO FENCE GC3 4 FACE OF BUILDING ABOVE SLAB TYP A PROPANE TANKS STORAGE & BOLLARDS HIDDEN FOR CLARITY GC3 13 TO SLAB REF SP1 12'-0" TO FENCE ABOVE SLAB A B.6 B 16 GC3 GC3 4 SECURITY FENCE FABRIC BEHIND, TYP 2.04 TYP S1 7.65 4.08 S1 P140E P49E 1 20 2 71 0 40 TOP RAIL INTERMEDIATE RAIL 4" FENCE POST BOTTOM RAIL ORNAMENTAL PICKETS SECURITY FENCE FEBRIC BEHIND REF PLAN 1 20 40 71 0 T O P O F S E C U R T Y F E N C E F A B R C 1 06 10 GC3 8 GC3 12 GC3 TRUSS DIRECTION MAY VARY REF PLAN FOR TRUSS LAYOUT 4"x4"x3/8"x0'-8" ANGLE CENTERED FOR EXIT SIGN ATTACHMENT PLUG ENDS OF HEADER TUBE EMERGENCY EXIT SIGNAGE WEATHERPROOF EXIT DEVICE 5"x7'-6"Hx 12 GAUGE SECURITY FIN AT BOTH SIDES OF DOOR SUPPORT FRAME HOLLOW METAL DOOR AND FRAME 6"x4" WELDED TUBE FRAME AT MANDOOR ORNAMENTAL METAL FENCE (TYP) SECURITY FENCE SYSTEM 2" x 2" BRACE LOCATED AT MIDSPAN OF EACH TRUSS BY TRUSS MANUFACTURER 8"x6"x1/2" BASE PLATE WITH (2) 1/2"x5" SLEEVE ANCHORS EXTEND MINI MESH TO NEAREST POST EXTEND MINI MESH TO NEAREST POST 3'1/2" 4'0" FENCE POST SPACING DOOR FRAME POST SPACING 13 GC1 14 GC1 12 GAUGE CLOSURE PLATE ANCHOR TO POST WITH 1/4" TEK SCREWS AT 16" OC FIELD VERIFY STRIKE SIDE CONDITION AND ADJUST CLOSURE PLATE AS REQUIRED FOR PROPER GATE CLOSURE FENCE POST GATE WITH SECURITY MESH 4 6 10'-0" TO HINGE SIDE EXTERIOR SIDE INTERIOR SIDE SECURITY FENCE SYSTEM 7 GC3 M A X 2 BOTTOM SWEEP AT GATE ORNAMENTAL GATE PICKET ORNAMENTAL GATE BOTTOM EXTERIOR SECURITY MESH 12 GA CLOSURE PLATE FINISH TO MATCH FENCE ANCHOR WITH MATCHING ANCHORS AT 16" OC ORNAMENTAL FENCE PICKET ORNAMENTAL STEEL PICKET FENCE BOTTOM RAIL 1 8 2 EXTERIOR SIDE ORNAMENTAL FENCE POST BEYOND BOTTOM RAIL OF SECURITY SYSTEM EXTEND SECURITY FENCE FABRIC TO CONCRETE SURFACE AS SHOWN FENCE POST GATE WITH SECURITY MESH EXTERIOR SIDE 6 10'-0" TO STRIKE SIDE INTERIOR SIDE SECURITY FENCE SYSTEM 4" FENCE POST ORNAMENTAL PICKET, TYP INTERIOR SIDE EXTERIOR SIDE 4 ORNAMENTAL PICKET, TYP SECURITY FENCE SYSTEM 4 FENCE POST ORNAMENTAL PICKET, TYP INTERIOR SIDE EXTERIOR SIDE 4" ORNAMENTAL PICKET, TYP SECURITY FENCE SYSTEM RACK POST 8" x 8" 3/8" BASE PLATE RACK BEAM ANCHOR TO RACK POST RACK FRAME 113' 4" TOM CONCRETE SLAB. REF CIVIL CONT. 1/2" PMEJ AND SEALANT TYP 100' 0" FF EL 8" SMOOTH FACE CMU BOND BEAM, REF STRUC 8" SMOOTH FACE CMU GROUT REF STRUC PRE-CAST CONCRETE SILL MANUFACTURED STONE VENEER 8" SPLIT FACE CMU EXTERIOR OUTDOOR LIVE GOODS A4.3 5 SIM A3.1 5 SP2.1 9 4" SQUARE ORNAMENTAL FENCE POSTS, REF PLAN FOR LOCATIONS 12" DIAMETER CONCRETE FILLED POST HOLE AT EACH MAIN AND INTERMEDIATE FENCE POST CONCRETE SLAB LIGHT FIXTURES MOUNTED TO THE BOTTOM OF TRUSS. REF ELECTRICAL ORNAMENTAL MENTAL FENCE 1" TUBULAR TRUSSES AND ATTACHMENTS SHADE CLOTH 6 M N B E L O W F R O S T L I N E 40 TO SLAB REF SP1 12'-0" TO FENCE ABOVE SLAB SECURITY FENCE SYSTEM 40 2" x 2" BRACE LOCATED AT MIDSPAN OF EACH TRUSS BY TRUSS MANUFACTURER. TYP GC3 15A GC3 15B GC3 15C SHADE CLOTH STRETCHER BAR TRUSS TRUSS MOUNTING BRACKET AT 4" SQUARE POSTS HSS 4"X4"x3/16"x1'-6" FURNISHED BY GC 4" SQUARE POST FENCE PARALLEL TO TRUSS TOP OF TS 4x4 TYP 1/8 2-6 1/8 1/8 2-6 2-6 TYP ORNAMENTAL FENCE PICKETS A FENCE PERPENDICULAR TO TRUSS B SHADE CLOTH TRUSS BRACES EXTERIOR WALL UPPER TRUSS BRACE CONNECTION PER TRUSS MANUFACTURERS DRAWINGS REF STRUC FOR EMBED PLATE LOCATIONS LOWER TRUSS BRACE CONNECTION PER TRUSS MANUFACTURER S DRAWINGS 3/8" WEDGE ANCHOR WITH 2" MIN IMBEDMENT C CONNECTION AT WALL FENCE END POST WALL LINE 1/4" TEK SCREWS AT 16" OC 12" -0" H X 12 GAUGE GALVANIZED METAL CLOSURE PLATE, NOTCHED AT STONE VENEER, WITH 5/16" X 1" SLOTTED HOLES AT 16" OC, FINISH TO MATCH ADJACENT FENCE WIDTHS FENCE NOT SHOWN FOR CLARITY 2 14 13 1M A X 6" 1/4" MAX M A X 2 1 1/2" FENCE END POST SHEET NOTES 1. REF SHEET A7 FOR SCHEDULE FINISH KEY 2. GUTTERS, DOWNSPOUTS, DOOR HOODS, HOLLOW METAL STEEL DOORS, FRAMES, EXPOSED METAL FLASHING, AND EXPOSED MISCELLANEOUS STEEL SHALL MATCH ADJACENT BUILDING COLOR UNO. IF THERE ARE TWO ADJACENT COLORS AT DOORS USE THE BOTTOM COLOR FOR THE ENTIRE DOOR. SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AB/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 P A L c e n s e N o R A 0 1 6 8 3 3 1 3 2 0 0 4 2 9 7 P M C U b D 0 3 3 Y A P H A N K N Y 1 0 M a nA R C H R V 8 b e n o s k v GC3 GARDEN CENTER FENCE ELEVATIONS AND DETAILS (O.F) Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1/8" = 1'-0" 1 FENCE ELEVATION (FRONT) 1/8" = 1'-0" 2 FENCE ELEVATION (LEFT) 1/8" 1'-0" 3 FENCE ELEVATION (RIGHT) 3/8" = 1'-0" 4 FENCE PANEL (ORNAMENTAL FENCE) 3/8" = 1'-0" 5 DOOR SURROUND (ORNAMENTAL FENCE) 3" = 1'-0" 6 STRIKE SIDE JAMB AT SLIDING GATE 3" = 1'-0" 7 BOTTOM OF SLIDING GATE 3" = 1'-0" 8 FENCE BOTTOM 3" 1'-0" 9 HINGE SIDE AT SLIDING GATE 3" 1'-0" 10 PLAN SECTION POST 3" = 1'-0" 11 PLAN SECTION CORNER POST 3" = 1'-0" 12 PLAN DETAIL AT TYP POST 3/4" = 1'-0" 16 PILASTER SECTION 3/8" = 1'-0" 14 SHADE CLOTH SECTION 1/2" 1'-0" 15ASIDE TRUSS SECTION (OF) 1 1/2" 1'-0" 13 CLOSURE PLATE KEYNOTE LEGEND 2.04ORNAMENTAL METAL FENCING 4.08SPLIT FACE CMU 7.65DECORATIVE EIFS CORNICE COLOR LEGEND P49EDARK GRAY P140EWHITE S1PHEASANT ISSUE BLOCK
8" 5'-0" 5'-0" 58 81 1 91 70 5'-6"4'-3" 38 56 4 5'-8" EXIT ENTER 2 TRASH CAN OWNER FURNISHED, GC INSTALLED (2) HORIZONTALLY ORIENTED OWNER FURNISHED AND INSTALLED DIGITAL DISPLAYS AT 6'-0" AFF TO BOTTOM OF MONITOR, CENTERED ON COUNTER. GC TO INSTALL BLOCKING PER AND MOUNTED OWNER SUPPLIED BRACKET 5'-0"5'-1" 820B PRE-PAID CARD FIXTURE FURNISHED BY OWNER, INSTALLED BY GC REF 10 A9 MONEY CENTER 820 HOURS OF OPERATION BOARD 4'-11" (4) ANTI-FATIGUE MATS, WALMART FURNISHED, GC INSTALLED, TYP. PRE-MANUFACTURED MILLWORK BY OWNER, INSTALLED BY GC REFERENCE MANUFACTURER'S INSTRUCTIONS GC FURNISHED AND INSTALLED GATE WITH STOP BY CHASE DOORS, CORE DRILL POST RECEIVED ON SITE WITH DOOR PER MANUFACTURERS RECOMMENDATIONS. INSTALL DOOR (STOP SHIPPED LOOSE) SO THE DOOR SWINGS TOWARD SALES. MAX 1" GAP BETWEEN DOOR AND CABINET. REF SPEC 08383 PRE-MANUFACTUERED DIVIDERS FURNISHED BY OWNER WITH THE MILLWORK, INSTALLED BY GENERAL CONTRACTOR AT (4) LOCATIONS REFERENCE MANUFACTUER'S INSTRUCTIONS MILLWORK FURNISHED BY OWNER, INSTALLED BY GC REFERENCE MANUFACTUER'S INSTRUCTIONS ALL ITEMS SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR (GC) UNLESS NOTED OTHERWISE. 3M C 1 2M C 1 4-MC1 ENCLOSURE GATE AND POCKET WITH METAL STUDS AND GYPSUM REF DETAILS MC3 1 SHEETS NOTES 1. 2. 3. 4. 5. 6. ALL SIGNAGE DISPLAYS AND BROCHURE HOLDERS BY OTHERS, INSTALLED BY THIRD PARTY. CONTRACTOR TO COORDINATE ANY DISRUPTION TO STORE WITH WALMART STORE MANAGER. CASHWRAP MILLWORK IS EQUIPPED WITH HANDICAP ACCESSIBLE WRITING SURFACE AT 34" AFF EQUIPMENT (MILLWORK, STANCHIONS) SUPPLIED BY WALMART INSTALLED BY GC COORDINATE FINAL LAYOUT WITH STORE SETUP MANAGER. ALL ITEMS SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR (GC) UNLESS NOTED OTHERWISE. GC TO PROVIDE AND INSTALL VB1 VINYL BASE AT BASE OF MILLWORK PER MANUFACTURERS RECOMMENDATIONS. REF MATERIAL KEY ON MC1 P76 (2) HORIZONTALLY ORIENTED OWNER FURNISHED AND INSTALLED DIGITAL DISPLAYS AT 6'-0" AFF TO BOTTOM OF MONITOR, CENTERED ON COUNTER. GC TO INSTALL BLOCKING PER AND MOUNTED OWNER SUPPLIED BRACKET 7 2 B6 PS1 VB1 AT MILLWORK BASE. INSTALL PER MANUFACTURERS RECOMMENDATIONS REF MATERIAL KEY MC1 P131 SALES FLOOR P131 PS1 B6 40 BULKHEAD PRE-PAID CARD FIXTURE FURNISHED BY OWNER, INSTALLED BY GC 49 TRASH CAN HOURS OF OPERATION BOARD B6 PS1 P162 PAINT DOOR AND FRAME P131 SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 1 2 0 1 2 1 2 5 P M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 0 M nA R C H R V 2 0 d b e o E 5 Z M R v MC1 MONEY CENTER FLOOR PLANS, DETAILS AND SCHEDULE Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1/2" 1'-0" 1 MONEY CENTER FLOOR PLAN 1/4" = 1'-0" 2 MONEY CENTER ELEVATION 1/4" = 1'-0" 3 MONEY CENTER INTERIOR ELEVATION 1/4" = 1'-0" 4 MONEY CENTER ELEVATION 16 ISSUE BLOCK 16CCD#1308/10/2021
MC0005 MC0003 MC0018 MC0048 MC0047 MC0003 MC3020 MC0021 MC0018 MC0032 MC0021 MC0003 MC0018 MC0005 MC0021 MC0032 MC0018 MC0005 MC0003 MC0032 MC0021 MC0001 MC0005 MC0032 4-MC3 3-MC3 MC0054 MC3020 MC0003 DIGITAL MENU BOARD MC0003 MC0032 MC0018 MC0024 MC0013 MC0015 MC0022 MC0005 MC0001 MC0003 MC3020 MC0021 MC0032 MC0018 MC0018 MC0005 MC0021 MC0032 MC0013 MC0024 MC0021 MC0032 MC0005 MC0018 MC0024 MC0013 MC0021 MC0032 MC0005 MC0018 MC0022 MC0015 MC0032 MC0013 D-MCTV-1 D-MCTV-2 D-REG62 D-PBC-03 D-DT3-03 D-REG63 D-PBC-04 D-DT3-04 V-984 D-REG61 D-PBC-02 D-DT3-02 V-359 D-REG60 D-PBC-01 D-DT3-01 SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 1 2 0 1 1 5 5 2 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 0 M nA R C H R V 2 0 d b e o E 5 Z M R v MC3 EQUIPMENT PLANS (FOR REFERENCE ONLY) Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 3/4" = 1'-0" 1 MONEY CENTER EQUIPMENT FLOOR PLAN 3 FRONT OF MONEY CENTER COUNTER PERSPECTIVE 4 BACK OF MONEY CENTER COUNTER PERSPECTIVE 3/4" 1'-0" 2 MONEY CENTER VOICE/DATA FLOOR PLAN EQUIPMENT LEGEND MONEY CENTER FSE NUMBERDESCRIPTION MC0001DESK PHONE MC0003DEBIT READER MC0003EDGE PROTECTION MC0005HAND HELD SCANNER MC0013CASH DRAWER MC0013REGISTER CPU MC0015MONEYGRAM PRINTER MC0018DEBIT READER MC0018REGISTER PRINTER MC0021REGISTER KEYPAD MONITOR MC0022MONEY ORDER DISPENSER MC0024CASH DRAWER MC0032KEYBOARD AND MOUSE MC0032REGISTER CPU MC0047ANTI-FATIGUE MAT, TYP OF 4 MC0048TRASH CAN MC0054HOURS OF OPERATION SIGN MC3020MONEY CENTER EQUIPMENT TREE 16 ISSUE BLOCK 16CCD#1308/10/2021
DDDDDDDDD B C D E 2 3 3.3 E.2 D.4 B.8 D.2 C.3 B.6 B 6 A3.0 1 1-GA3 2G A 3 PRODUCE COOLER 932 BAKERY FREEZER 926 DELI COOLER 914 DELI PREP 912 BAKERY/DELI UTILITY 913 SALAD PREP 917 BAKERY PREP 928 SERVICE DELI 911 SEE 1-GA1.1 FOR CONTINUATION 3.13 9'4'6" 0" DELI FREEZER 916 EDC #4 981 DRY PRODUCE PREP 931 15.07 TYP 9.33 9.33 TYP 9.33 OGP COOLER 949 OGP FREEZER 950 CAKE DECORATING 922 GR PICKUP STORAGE 948 GM PICKUP STORAGE 947 MECH #1 982 BAKERY COOLER 925 GROCERY ALCOVE 996 S T O C K R O O MB 9 9 2 TYP 9.33 10" 10" 4'6"6'0" 4'7"8'6 1/2" 5'5"8'7" 913A 921A 911D BAKERY 921 922A 912A 913C 981A 996A MEAT COOLER 6.24 TYP 9.33 2 56 1 2 77 5 8 36 HEADER AT 9'-0" REF 4 51 0 92 7'0" CLEAROPENING 6 -5 9.35 6.24 10" DELI STORAGE ROTISSERIE PREP POULTRY COOLER 65 6.24 8'7" REF ARCH 48 48 3'0 5/8" 1 A6.1 6.12 9.51 1'2" 6.19 6.12 1 A6 10.71 HEADER AT 84" AFF REF A6 A6 TT612 R610 VV3 10 VV6 10 TT610 R6 10 A6 A6 R6 10 T610 R64.5 T6 TT6 12 VV3 12 G3 ABOVE WALK-IN A6 10 T6 10 A6 TT610 R610 UU6 10 U6 10 G3 ABOVE WALKIN UU310 A6 UU3 1 G3 ABOVE WALK-IN G3 ABOVE WALK-IN G3 ABOVE WALK-IN G3 ABOVE WALK-IN G3 ABOVE WALK-IN G3 ABOVE WALK-IN G3 ABOVE WALK-IN G3 ABOVE WALK-IN R64.5 G6 ABOVE 10 G6 ABOVE 10 G6 ABOVE 10 TT6 G6 ABOVE 12 UU3 10 GA1.1 11 SIM GA1.1 11 SIM REF 2 GA1.1 REF 2 GA1.1 GA1.1 11 SIM GA1.1 12 REF 2 GA1.1 REF GA1.1 REF GA1.1 10" REF 4 GA1.1 3-10" 1-0"REF4 -GA11 18-0 91/4 REF4 -GA11 5 GA1.1 GA1.1 11 SIM GA1 3 37 R E F 4G A 1 1 7 57 97 1 2 R E F 4G A 1 1 GA1.1 11 SIM GA1.1 11 SIM GA1.1 15 GA1.1 12 2F R 1 1 3F R 1 1 4-FR11 5-FR11 7-FR1 1 8F R 1 1 2-FR12 3-FR12 4F R 1 2 5-FR12 6F R 1 2 7-FR1.2 8-FR1.2 9-FR12 2F R 1 3 3F R 1 3 3 5/8" METAL STUD BULKHEAD BOTTOM OF STUD AT 9'-4" AFF 5/8" METAL STUD BULKHEAD BOTTOM OF STUD AT 9'-4" AFF 3 5/8" METAL STUD BULKHEAD BOTTOM OF STUD AT 9'-4" AFF GR VESTIBULE BULKHEAD 4'-11 5/8" 9.81 9.81 63 1 2 932A 948A 83 2-5 11-6 4-8" C L C L CL 2-3 9-4 C L C L 31'-4" 45 2 61 2 85 3 54 10-5 " 21'-8" 1 16 98 2 60 9'-7" 25'-2" 53 1 85 29'-5" 3 40 2 65 PNEUMATIC TUBE FOR PHARMACY, ABOVE CLEAROPENING 9-2" 3-6 " 35-10 2-0 135° 135 3 38 5'-0"5'-0"5'-0"5'-0" 58 24" CEILING MOUNTED SECURITY MONITOR TACTILE SIGNAGE 16.05 D GC TO DEMO PORTION OF PRECAST PANEL AS REQUIRED FOR NEW DOOR OPENING. REFER TO STRUCTURAL FOR MORE INFORMATION 5'-0" REF 3 A8 FOR SLIDING DOOR 13 1. 2. 3. 4. 5. PROPER INSTALLATION OF JOINT SEALANTS IS CRITICAL TO MEETING OWNER QUALITY ASSURANCE STANDARDS. PROVIDE SEALANTS IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS ALL JOINTS BETWEEN DISSIMILAR MATERIALS SHALL BE SEALED AS REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, REGARDLESS OF WHETHER SHOWN ON THE DRAWINGS OR INDICATED IN THE SPECIFICATIONS. SUCH JOINTS NOT SHOWN OR SCHEDULED SHALL BE SEALED WITH SEALANTS CONSISTENT WITH SPECIFIED MATERIALS OR AS RECOMMENDED BY THE MANUFACTURER FOR THE SPECIFIC APPLICATION INTERIOR SEALANTS USED IN FOOD PREPARATION AREAS SHALL MEET THE REQUIREMENTS FOR USE IN USDA REGULATED FACILITIES REF A7 FOR FINISH SCHEDULE REF FURNISHING PLANS FOR ADDITIONAL ITEMS FURNISHED BY OWNER GENERAL NOTES 1. 2. A. B. C. 3. 4. 5. STUD WALL DIMENSIONS ARE TO THE FACE OF THE STUDS, UNLESS NOTED OTHERWISE ROUTE ALL UTILITY SERVICE LINES (PIPES AND CONDUIT) WITHIN STUD WALLS WHEREVER POSSIBLE. ON WALK-IN PANELS IN FOOD PREP AREAS WHERE UTILITIES MUST BE EXPOSED, CONTRACTOR TO HAVE THE OPTION OF THE FOLLOWING: SURFACE MOUNT UTILITIES WITH NONCORROSIVE ANCHORS; SEAL BOTH SIDES OF PIPE/CONDUIT TO PANEL CONTINUOUSLY WITH SEALANT INSTALL UTILITIES 1/2" MIN. OFF FACE OF PANEL TO ALLOW FOR CLEANING; USE ONLY NONCORROSIVE MATERIALS FOR SPACERS AND ANCHORS COVER UTILITIES WITH 20 GAUGE STAINLESS STEEL BENT PLATES MOUNTED TO WALL WITH NON-CORROSIVE ANCHORS; APPLY CONTINUOUS SEALANT ALONG EDGES AND JOINTS INSTALL CONTINUOUS USDA APPROVED SEALANT AT ALL JOINTS BETWEEN MATERIALS ON WALLS AND FLOORS IN FOOD PREPARATION WALK-IN AREAS PROVIDE PLYWOOD BACKBOARD(S) FOR ENERGY MANAGEMENT REFRIGERATED CASE INPUT MODULE MOUNTING. COORDINATE EXACT LOCATION OF BACKBOARD PRIOR TO INSTALLATION REF SHEET EM1 REFERENCE ARCHITECTURAL DETAILS FOR BOLLARD PLANS SHEET NOTES WALK-IN PANEL REFLECTED CEILING PLAN FINISH KEY REFLECTED CEILING PLAN NOTES ACT (REF A7 FOR TYPE) OPEN TO STRUCTURE 1. 2. FIRE, MECHANICAL, AND ELECTRICAL ITEMS SHOWN ON THE REFLECTED CEILING PLAN ARE FOR COORDINATION PURPOSES ONLY REF ARCHITECTURAL, FIRE, MECHANICAL, AND ELECTRICAL FOR SYMBOL LEGENDS C D E G G.5 H 2 3 3.3 3.6 3.8 F.7 E.2 D.4 B.8 E.9 D.2 C.3 B.6 B F J 1 10'-0"H DELI COOLER 10'-0"H BAKERY FREEZER 9'-10"H BAKERY PREP GROCERY SALES GROCERY SALES 11'-0"H DAIRY COOLER 9'-10"H BAKERY/DELI UTILITY 12'-0"H PRODUCE COOLER 10'-0"H DELI FREEZER 9'-10"H ROTISSERIE PREP 10'-0"H POULTRY COOLER EDC #4 10'-0"H BAKERY COOLER 11'-10"H DRY PRODUCE PREP 12'-0"H MEAT COOLER 12'-0"H MEAT UTILITY 12'-0"H GROCERY FREEZER 12'-0"H ICE CREAM FREEZER MECH #1 10'-0"H OGP COOLER GM PICKUP STORAGE 9'-10"H SALAD PREP 9'-10"H CAKE DECORATING STOCKROOM-A 9'-10"H DELI STORAGE 10'-0"H OGP FREEZER 9'-10"H SERVICE DELI 9'-10"H BAKERY GR PICKUP STORAGE GROCERY ALCOVE STOCKROOM-B HALLWAY C B.8 B.6 TYP 9.33 TT6 G3 10 TT6 920B POULTRY COOLER 915 SERVICE DELI 911 DELI STORAGE 920 ROTISSERIE PREP 919 U3 10 UU3 1 R3 10 U610 V6 10 TT6 10 29 HEADER AT 84" REF DELI PREP DELI FREEZER EDC #4 V6 10 R610 R610 TYP 9.33 19 1 2 1 A6.1 CLEAROPENING 9 -3 10 -41/4" 9.41 1'-9 1/4" 2'-1 3/8" 3-10 REF 2 GA1.1 REF 2 GA1.1 REF4 -GA11 2 -7 GA1.1 11 SIM GA1.1 11 SIM 1 -13/4 1 -13/4 6-61/2 REF4 -GA11 REF4 -GA11 SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 2 3 2 0 1 1 0 3 5 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 0 M nA R C H R V 2 0 s c a n s S Y N 2 v GA1 FRONT GROCERY FLOOR PLAN AND REFLECTED CEILING PLAN Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1/8" = 1'-0" 2 ENLARGED FRONT GROCERY FLOOR PLAN KEYNOTE LEGEND 3.136" WIDE X 6" HIGH CONTINUOUS CONCRETE CURB WITH SMOOTH HAND TROWEL FINISH AT BASE OF WALK-IN BOX 6.1296" HIGH PLYWOOD WAINSCOT 6.19PROVIDE 2X10 CONTINUOUS HORIZONTAL WOOD BLOCKING AT 34" AFF INSIDE FULL LENGTH OF WALL 6.24PROVIDE 1/2" PLYWOOD BLOCKING FROM 48" TO 96" AFF BETWEEN STUDS INSIDE ENTIRE LENGTH OF WALL 9.33BUILDING TAPE INSTALLED PRIOR TO INSTALLATION OF SANITARY COVE BASE 9.35CLEAR OPENING IS FROM INSIDE FACE OF WALL SUBSTRATE 9.411/2" WATER RESISTANT GYPSUM BOARD INSTALLED TO FACE OF WALK-IN AS INDICATED ON PLANS. FASTENERS NOT TO EXCEED1/2" IN LENGTH 9.511/2" GYPSUM BOARD INSTALLED TO FACE OF WALK-IN AS INDICATED ON PLANS.FASTENERS NOT TO EXCEED 1 1/2" IN LENGTH 9.81PVC PIPE REFRIGERATION CHASE PROVIDED BY REFRIGERATION CONTRACTOR. COORDINATE WITH REFRIGERATION PIPING AND ELECTRICAL CONDUIT. PIPE SIZE NOTED ADJACENT TO KEYNOTE 10.71ALUMINUM CORNER GUARD 15.07EXHAUST HOOD REF MECHANICAL 16.05INSECT CONTROL UNIT. TYPE NOTED ADJACENT TO UNIT. REF N1 FOR LEGEND AND NOTES 1/16" = 1'-0" 1 ENLARGED GROCERY REFLECTED CEILING PLAN 1/4" = 1'-0" 3 ENLARGED SERVICE DELI ISSUE BLOCK 1REV #105/08/2020 3ADD109/10/2020 4ADD409/18/2020 6CCD#302/22/2021 7CCD#404/01/2021 11CCD#805/21/2021 12CCD#906/07/2021 13CCD#1006/23/2021
AAB D G G.5 H H 2 3 F.7 E.9 4 F J 1 4 GA2.1 3 GA2.1 3G A 3 4-GA3 9.81 9.81 9.81 9.81 REF 7 - GA3.1 REF 7 GA3.1 REF 7 GA3.1 REF 7 GA3.1 REF 7 GA3.1 8" 8" 8" 8" 8" 9'-0"4'-6" 3.13 REF 8 GA1.1 REF 8 GA1.1 REF GA1.1 REF GA1.1 REF 8 GA1.1 9'-0"4'-6" 9'-0"4'-6" 3.13 3.13 61 1 1 8 14 GA1.1 14 19-111/8 3-1" TT3 8 TT6 A6 GA1.1 13 GA1.1 11 SIM 3.13 REF 8 GA1.1 GA1.1 12 3.13 TYP 5.52 A6 15 A6 1'-8 7/8" 6.27 6.27 6.27 6.27 TYP 9.51 G3 G3 ABOVE WALK-IN ABOVE WALK-IN G3 ABOVE WALK-IN DAIRY COOLER 973 ICE CREAM FREEZER 972 GROCERY FREEZER 971 HALLWAY 995 MEAT UTILITY 961 MEAT COOLER 962 GROCERY SALES 900 G3 ABOVE WALK-IN A6 GA1.1 11 SIM G3 ABOVE WALK-IN 3.13 REF 8 GA1.1 REF GA1.1 GA1.1 14 GA1.1 11 SIM GA1.1 11 SIM 14 1 / 2 GA1.1 15 UU6 10 3.13 9.33 REF 2 GA1.1 GA1.1 12 6.24 UU6 10 11 0 1 8 R E F 4G A 1 1 S T O C K R O O MB 9 9 2 1 17 5 8 1 55 1 2 4'-9" 14 1 4 2.02 983B M E C H # 2 9 8 3 14' RECEIVING 178 REF 8 GA1.1 3.13 STOCKROOM-A 991 TYP 5.54 3.13 TYP 5.54 1 A3.0 995B 4 4 995A 1. 2. 3. 4. 5. PROPER INSTALLATION OF JOINT SEALANTS IS CRITICAL TO MEETING OWNER QUALITY ASSURANCE STANDARDS. PROVIDE SEALANTS IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS ALL JOINTS BETWEEN DISSIMILAR MATERIALS SHALL BE SEALED AS REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, REGARDLESS OF WHETHER SHOWN ON THE DRAWINGS OR INDICATED IN THE SPECIFICATIONS. SUCH JOINTS NOT SHOWN OR SCHEDULED SHALL BE SEALED WITH SEALANTS CONSISTENT WITH SPECIFIED MATERIALS OR AS RECOMMENDED BY THE MANUFACTURER FOR THE SPECIFIC APPLICATION INTERIOR SEALANTS USED IN FOOD PREPARATION AREAS SHALL MEET THE REQUIREMENTS FOR USE IN USDA REGULATED FACILITIES REF A7 FOR FINISH SCHEDULE REF FURNISHING PLANS FOR ADDITIONAL ITEMS FURNISHED BY OWNER GENERAL NOTES 1. 2. A. B. C. 3. 4. 5. STUD WALL DIMENSIONS ARE TO THE FACE OF THE STUDS, UNLESS NOTED OTHERWISE ROUTE ALL UTILITY SERVICE LINES (PIPES AND CONDUIT) WITHIN STUD WALLS WHEREVER POSSIBLE. ON WALK-IN PANELS IN FOOD PREP AREAS WHERE UTILITIES MUST BE EXPOSED, CONTRACTOR TO HAVE THE OPTION OF THE FOLLOWING: SURFACE MOUNT UTILITIES WITH NONCORROSIVE ANCHORS; SEAL BOTH SIDES OF PIPE/CONDUIT TO PANEL CONTINUOUSLY WITH SEALANT INSTALL UTILITIES 1/2" MIN. OFF FACE OF PANEL TO ALLOW FOR CLEANING; USE ONLY NONCORROSIVE MATERIALS FOR SPACERS AND ANCHORS COVER UTILITIES WITH 20 GAUGE STAINLESS STEEL BENT PLATES MOUNTED TO WALL WITH NON-CORROSIVE ANCHORS; APPLY CONTINUOUS SEALANT ALONG EDGES AND JOINTS INSTALL CONTINUOUS USDA APPROVED SEALANT AT ALL JOINTS BETWEEN MATERIALS ON WALLS AND FLOORS IN FOOD PREPARATION WALK-IN AREAS PROVIDE PLYWOOD BACKBOARD(S) FOR ENERGY MANAGEMENT REFRIGERATED CASE INPUT MODULE MOUNTING. COORDINATE EXACT LOCATION OF BACKBOARD PRIOR TO INSTALLATION REF SHEET EM1 REFERENCE ARCHITECTURAL DETAILS FOR BOLLARD PLANS SHEET NOTES 3 M N SANITARY COVE BASE OVER WALK-IN PANEL SANITARY COVE BASE OVER NRP/STAINLESS STEEL BUILDING TAPE (4") BOTTOM STUD WALL TRACK METAL STUD CONCRETE FLOOR 7 1/2" H SANITARY COVE BASE REF SPECIFICATIONS WALL FINISH AS SCHEDULED 1/2" GLASS MAT BACKER MATERIAL WALK-IN PANEL SANITARY COVE BASE AT CERAMIC TILE 1/2" GLASS-MAT BACKER MATERIAL 7 1/2" H SANITARY COVE BASE REF SPECIFICATIONS CONCRETE FLOOR ADHESIVE AT BACK AND BOTTOM OF BASE PER SPECIFICATIONS 7" HIGH SUBSTRATE REF NOTE 6 BOTTOM STUD WALL TRACK METAL STUD INSTALL WALL TILE ON TOP OF 7"H SUBSTRATE 2" SELF-ADHESIVE FIBERGLASS MESH TAPE OVER BUILDING TAPE TILE THINSET WALL TILE REF SHEET A7 FOR SIZE AND COLOR BUILDING TAPE (9") TAB (TYP) END CAP REF SPECS SANITARY COVE BASE REF SPECS TYP PREFABRICATED INSIDE AND OUTSIDE CORNERS; REF SPECS SPLICER REF SPECS SANITARY COVE BASE ACCESSORIES NOTES: 1. CONDITIONS SHOWN ARE FOR NEW CONSTRUCTION. PARTITION AND SUBSTRATE ABOVE 12" AFF MAY VARY AT EXISTING PARTITIONS. 2. TRIM EXCESS BUILDING TAPE FROM PROJECTING HORIZONTAL FLAP PRIOR TO INSTALLATION OF BASE. 3. ADDITIONAL INFORMATION AT INSIDE AND OUTSIDE CORNERS. 4. ADDITIONAL INFORMATION AT WALK-IN DOOR JAMBS. 5. USE FASTENERS AND ACCESSORIES PROVIDED AND INSTALL SANITARY COVE BASE PER MANUFACTURER'S INSTRUCTIONS. 6. INSTALL 7" HIGH GLASS-MAT BACKER MATERIAL BEHIND SANITARY COVE BASE. GLASS-MAT THICKNESS TO MATCH THICKNESS OF TILE 3 M N STEEL TRACK INSIDE CORNER OUTSIDE CORNER 2" VERTICAL MESH TAPE FULL HEIGHT OVER BUILDING TAPE WITH 1" OVERLAP 2" HORIZONTAL MESH TAPE OVER BUILDING TAPE WITH 1" OVERLAP BUILDING TAPE OVER SUBSTRATE MOISTURE RESISTANT GYPSUM BOARD 7"H SUBSTRATE REF NOTE ON SANITARY COVE BASE DETAILS 1/2" OVERLAP 1/2" OVERLAP 2" VERTICAL MESH TAPE OVER 4" VERTICAL BUILDING TAPE ON ALL VERTICAL CORNERS 2" VERTICAL MESH TAPE FULL HEIGHT OVER BUILDING TAPE WITH 1" OVERLAP 2" VERTICAL MESH TAPE OVER 4" VERTICAL BUILDING TAPE ON ALL VERTICAL CORNERS SANITARY COVE BASE TRIM HORIZONTAL EXTENDED FLANGE OF BUILDING TAPE TO 1" WIDE SECTION WALL FINISH AS SCHEDULED CONTINUOUS SEALANT BASE REF FINISH SCHEDULE 1/2" GYPSUM BOARD UNO CONTINUOUS SEALANT NON PREP AREA 1/2" X 4" H MOISTURE RESISTANT GYPSUM BOARD 1/2" SUBSTRATE REF PARTITION TYPES BUILDING TAPE REF SPECS PREP AREA 2" SELF-ADHESIVE FIBERGLASS MESH TAPE OVER BUILDING TAPE 7" HIGH SUBSTRATE REF NOTE 6 ON SANITARY COVE BASE DETAILS 1 O V E R L A P B U I L D N G T A P E 7 1 / 2 CONTINUOUS SEALANT S S V E N D O R R E F OF BLOCKING OF SINK OF BLOCKING LOCATE DRAIN INSIDE WALL 2x6 48" TREATED WOOD BLOCKING STARTING 12" AFF WALL STUDS 2x6 48" TREATED WOOD BLOCKING STARTING 12" AFF S S V E N D O R R E F ℄ ℄ ℄ 6 GA1.1 GA1.1 2 6" 20 GAUGE METAL STUDS AT 16" OC 1/2" SUBSTRATE REF FINISH FLOOR PLAN FOR FINISH TYPE PREP SIDE SALES FLOOR CONTINUOUS SEALANT BOTH SIDES 6" x 16 GAUGE CONT METAL TRACK TILE ON 1/2" SUBSTRATE REF FINISH FLOOR PLAN FOR FINISH TYPE HSS STEEL TUBE - REF 6 GA1.1 BULL NOSE TILE ON 3/4" PLYWOOD REF FINISH FLOOR PLAN FOR FINISH TYPE 7 3"x3"x3/16"x3'-0" HSS WALL BRACE AT END AND 6'-0" OC MAX 6" METAL STUD AT EACH SIDE OF HSS ATTACHED WITH #5 SELF-TAPPING SCREWS AT 12" OC 1/2"x 6"x 9" BASE PLATE SECURED TO CONCRETE WITH (4) 3/8" DIAMETER EXPANSION ANCHORS WITH 2 1/2" EMBEDMENT (4) 7/16" DIAMETER HOLES 3 4 3 3 / 4 8 3/16 3/4"1/2" SANITARY COVE BASE WALK-IN DOOR DOOR HARDWARE LATCH SIDE SANITARY COVE BASE WALK-IN DOOR HINGE SIDE NOTE: FASTENERS ATTACHING STUD TRACK, METAL STUDS, AND GYPSUM BOARD TO WALK-IN PANELS NOT TO EXCEED 1 1/2" 1"1" GA1.1 S L O P E 1 / 2 HUB DRAIN REF PLUMBING #4 x 6" AT 24" OC 15 MIL VAPOR BARRIER AT WALL AND FLOOR 6"x6" SEALED CONCRETE CURB WITH A SMOOTH HAND TROWEL FINISH CONTINUOUS SEALANT WALK-IN PANEL WHERE APPLICABLE CONTINUOUS SEALANT 6"x6" SEALED CONCRETE CURB LEAVE GAP AT DRAIN WALK-IN PANEL WALK-IN INTERIOR WALK-IN EXTERIOR 2 2" 1 0 HUB DRAIN WHEN REQUIRED REF PLUMBING E Q E Q - REF 8 GA1.1 VERTICAL GYPSUM BOARD SLIP JOINT DO NOT ATTACH AT SLIP AREA REF SPECIFICATIONS GYPSUM BOARD REF PLAN AND WALL SECTIONS J-MOLD NOTE: WALL CONFIGURATION VARIES AT SIM CONDITION FINAL WALL FINISH TO BE FLUSH WITH FACE OF WALK-IN PANELS. INSTALL STUDS ACCORDINGLY WALK-IN PANELS BY OWNER WALL PARTITION REF FLOOR PLANS FOR PARTITION TYPE NOTE: 1. FASTENERS ATTACHING STUD TRACK, METAL STUDS, AND GYPSUM BOARD TO WALK-IN PANELS NOT TO EXCEED 1 1/2" 2. TYPICAL DETAIL; REF PLAN FOR WALL ORIENTATION 3. ANGLED WALLS AT SIM; REF PLAN J-MOLD CONTINUOUS SEALANT BACKER ROD 1/2" SUBSTRATE FASTENED TO FACE OF WALK-IN PANEL VERTICAL GYPSUM BOARD CONTROL JOINT REF SPECIFICATIONS INSTALL EDGE OF STUD FLUSH WITH FACE OF WALK-IN PANEL SUBSTRATE FLUSH WITH WALK-IN SUBSTRATE ATTACHED TO WALK-IN WALK-IN PANEL WALL AND DOOR BY OWNER 6" x 6" CONCRETE CURB WHERE SHOWN ON PLAN STEEL BOLLARDS REF FIXTURE PLANS FOR TYPE, SIZE, NUMBER, AND LOCATION TYP WALK-IN EXTERIOR WALK-IN INTERIOR 6 1'0" TYP 2" 1'0" 1'0" T Y P 6 TYP 2" 1'0" T Y P 1 0 NOTE: 1. SEALED CONCRETE CURBS ARE TO BE FORMED AFTER WALLS, WALK-INS, ETC ARE IN PLACE, USING FACE OF WALL OR WALK-IN PANEL AS SIDE FORM 2. TYPICAL DETAIL, REF PLAN FOR DOOR ORIENTATION 3. FOR WATERPROOFING - REF 8 GA1.1 - REF GA1.1 6" 6" SEALED CONCRETE CURB AND FLOOR PLANS FOR EXACT LOCATION WALK-IN PANELS AND DOOR BY OWNER STEEL BOLLARD REF PLANS FOR TYPE, SIZE, NUMBER, AND LOCATION TYP 6"10" 1 0 T Y P 6 TYP 3" 1'0" 1'0" NOTE: 1. SEALED CONCRETE CURBS ARE TO BE FORMED AFTER WALLS, WALK-INS, ETC ARE IN PLACE, USING FACE OF WALL OR WALK-IN PANEL AS SIDE FORM 2. TYPICAL DETAIL, REF PLAN FOR DOOR ORIENTATION 3. FOR WATERPROOFING 3/4" X 3" (KORLYTE) PLASTIC TRANSITION STRIP AT PERIMETER OF FREEZER CONT JOINT FILLER, BOTH SIDES - REF 8 GA1.1 - REF 3A GA1.2 - REF GA1.1 10" WALK-IN PANELS AND DOOR BY OWNER 6" 6" CONCRETE CURBS AND FLOOR PLANS FOR EXACT LOCATION STEEL BOLLARDS REF PLANS FOR TYPE, SIZE, NUMBER, AND LOCATION TYP 3/4" X 3" (KORLYTE) PLASTIC TRANSITION STRIP AT PERIMETER OF FREEZER CONT JOINT FILLER, BOTH SIDES WALK-IN EXTERIOR WALK-IN INTERIOR 1'0" TYP 2" T Y P 6 DOOR OPENING WIDTH + 1'-4" DOOR OPENING EQUALEQUAL 6 10 1'0" 6" NOTE: 1. SEALED CONCRETE CURBS ARE TO BE FORMED AFTER WALLS, WALK-INS, ETC ARE IN PLACE, USING FACE OF WALL OR WALK-IN PANEL AS SIDE FORM 2. TYPICAL DETAIL, REF PLAN FOR DOOR ORIENTATION 3. FOR WATERPROOFING - REF 8 GA1.1 - REF 8 GA1.1 - REF 3A GA1.2 STEEL BOLLARDS REF PLANS FOR TYPE, SIZE, NUMBER AND LOCATIONS TYP WALK-IN BOX AND DOOR BY OWNER TYP 4" T Y P 6 3 BOTTOM OF JOIST PAINT HORIZONTAL REFRIGERATION LINES AND SUSPENSION SYSTEM TO MATCH STRUCTURE; TERMINATE IN A CLEAN MANNER 3" BELOW TOP OF ELBOW PAINT TO TRANSITION LINE DO NOT PAINT BELOW THIS LINE REFRIGERATION ELECTRICAL CONDUIT REFRIGERATION PIPING WITH INSULATION WRAPPING SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 8 2 0 0 8 5 2 8 A M C U h D 0 8 3 1 Y A P H A N K N Y 9 0 M a nA R C H R V 1 8 a e a h r 8 T S T v GA1.1 REAR GROCERY FLOOR PLAN AND DETAILS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1/8" = 1'-0" 1 ENLARGED REAR GROCERY FLOOR PLAN KEYNOTE LEGEND 2.02CHAIN LINK FENCING (HEIGHT NOTED ADJACENT TO KEYNOTE) 3.136" WIDE X 6" HIGH CONTINUOUS CONCRETE CURB WITH SMOOTH HAND TROWEL FINISH AT BASE OF WALK-IN BOX 5.5232" CORE DRILLED UNO GALVANIZED STEEL BOLLARD 4" OD 5.5432" GALVANIZED STEEL BOLLARD, 4" OD FURNISHED BY OWNER, INSTALLED BY GC 6.24PROVIDE 1/2" PLYWOOD BLOCKING FROM 48" TO 96" AFF BETWEEN STUDS INSIDE ENTIRE LENGTH OF WALL 6.2748" HIGH WAINSCOT 9.33BUILDING TAPE INSTALLED PRIOR TO INSTALLATION OF SANITARY COVE BASE 9.511/2" GYPSUM BOARD INSTALLED TO FACE OF WALK-IN AS INDICATED ON PLANS.FASTENERS NOT TO EXCEED 1 1/2" IN LENGTH 9.81PVC PIPE REFRIGERATION CHASE PROVIDED BY REFRIGERATION CONTRACTOR. COORDINATE WITH REFRIGERATION PIPING AND ELECTRICAL CONDUIT. PIPE SIZE NOTED ADJACENT TO KEYNOTE 3" = 1'-0" 2 SANITARY COVE BASE DETAILS 1/2" 1'-0" 3 WALL DETAIL 1 1/2" = 1'-0" 4 BLOCKING AT WALL MOUNTED HAND SINK 1/2" 1'-0" 5 SECTION AT HALF WALL 1 1/2" = 1'-0" 6 PLAN AT HALF WALL 3/4" = 1'-0" 7 SANITARY COVE BASE AT WALK-IN DOOR JAMBS 1" = 1'-0" 8 CURB 1" = 1'-0" 9 CURB/FUNNEL DRAIN 1 1/2" = 1'-0" 10 CONTROL JOINT AT BULKHEAD CONNECTION 1/2" = 1'-0" 11 WALL JOINT AT WALK-IN CORNERS 1/2" 1'-0" 12 ROLL-DOWN DOOR AT WALK-IN 1/2" = 1'-0" 13 SINGLE ACTING DOOR AT WALK-IN 1/2" = 1'-0" 14 SLIDING DOOR AT WALK-IN 1/2" = 1'-0" 15 DOUBLE ACTING DOOR AT WALK-IN 1/2" 1'-0" 16 REFRIGERATION DROP LINES ISSUE BLOCK 4ADD409/18/2020
D E 2 3 3.3 E.2 D.4 D.2 C.3 B.6 B 1 TYP 3.22 7.30 7.30 SLOPE SLOPE SLOPE SLOPE PLASTIC TRANSITION STRIP AT PERIMETER OF FREEZER SLAB TOP OF DRAIN -0.12'REF GP1 AT PERIMETER 0.00' 11'-1 1/2" 32'-0" 2 60 1 2 2 86 1 71 3.22 18x36 TYP TYP BAKERY FREEZER OGP FREEZER DELI FREEZER 9'-8"8'-6 1/2" TYP 18x18 18x36 POULTRY COOLER 56 28 1 2 1 14 5'-6"5'-6" 10'-1 1/2"17'-7" GA1.2 5 GA1.2 TOP OF DRAIN -0.12' REF GP1 1 24 1 4 46 1 75 1 2 4'-0"13'-4 3/8" 3A GA1.2 AT PERIMETER 0.00' 3A GA1.2 3B GA1.2 12'-4 1/4" 41 7 8 ℄ 18x36 18x36 18' 12" 16' 12" 14' -1.57' -1.50' 6.04 12" 10'-6" 15 1 2 2 03 42 14'-8 1/2"10'-0" -1.57' 6.04 6.04 6.05 39'-0" -1.63' 6.05 1 31 0 37'-0" 6.04 -1.50' 16'-5" 17'-10 1/2" 38 1 4 1 56 14 14 35'-7 1/2" G G.5 H 2 3 F.7 E.9 F J 1 TYP PLASTIC TRANSITION STRIP AT PERIMETER OF FREEZER SLAB SLOPE SLOPE S O P E O E SLOPE S OPE SLOPE SLOPE 3.22 18'8" 5 01 1 3.18 45'8 1/2" 7.30 ICE CREAM FREEZER GROCERY FREEZER MEAT COOLER 7.30 TYP PLASTIC TRANSITION STRIP AT PERIMETER OF FREEZER SLAB 18'8" 2 97 75 5 8 3A GA1.2 1 51 1 5 8 3A GA1.2 1 02 10 1'-0" 1 00 12'-6" 1 26 70 7 8 1'-8 5/8" 9'-6 7/8" AT PERIMETER 0.00' AT PERIMETER 0.00' TOP OF DRAIN -0.05' TOP OF DRAIN -0.05'REF GP1 REF GP1 3'-4" 10'-8" 10'-8" 1 67 5 8 2 62 1 2 OUTSIDE FACE OF INSULATED WALL PANEL REF FOUNDATION PLAN FOR SLAB AND REINFORCING EXTRUDED POLYSTYRENE RIGID INSULATION REF SPECS FOR DENSITY SUB-SLAB REF STRUCTURAL DRAWINGS INSIDE FACE OF INSULATED WALL PANEL POLYETHYLENE VAPOR RETARDER WITH TAPED JOINTS REF SPECS REF FINISH SCHEDULE FOR SANITARY COVE BASE REQUIREMENTS 6 6 4 14 PROVIDE CONTINUOUS JOINT FILLER (PY1) MIN 28 DAYS AFTER SLAB HAS BEEN POURED AND BEFORE STARTUP OF INSULATED WALL PANELS BETWEEN PLASTIC STRIP AND SLAB, BOTH SIDES INSULATED WALL PANEL DUE TO THE NATURAL CURING OF CONCRETE, GAPS MAY APPEAR BETWEEN THE PLASTIC TRANSITION STRIP AND SLAB. FILL GAPS WITH CONTINUOUS SEALANT AS SHOWN POLYETHYLENE VAPOR RETARDER WITH TAPED JOINTS REF SPECS 3/4" X 3" PLASTIC TRANSITION STRIPS(KORLYTE). ATTACH WITH #12x3" ZINC COATED WOOD SCREWS AT 18" OC STAGGERED AND CONSTRUCTION ADHESIVE (2) 2x12 PRESSURE TREATED BLOCKING AT PERIMETER SCALE: 1 1/2" = 1'-0" ENLARGED DETAIL AT PLASTIC TRANSITION STRIP INTERIOR EXTERIOR REF FOUNDATION PLAN FOR SLAB AND REINFORCING EXTRUDED POLYSTYRENE RIGID INSULATION, REF SPECS FOR DENSITY SUB-SLAB REF STRUC INSULATED WALL PANEL POLYETHYLENE VAPOR RETARDER WITH TAPED JOINTS REF SPECS 6 6 4 14 PROVIDE CONTINUOUS JOINT FILLER (PY1) MIN 28 DAYS AFTER SLAB HAS BEEN POURED AND BEFORE STARTUP OF INSULATED WALL PANELS BETWEEN PLASTIC STRIP AND SLAB, BOTH SIDES INSULATED WALL PANEL DUE TO THE NATURAL CURING OF CONCRETE, GAPS MAY APPEAR BETWEEN THE PLASTIC TRANSITION STRIP AND SLAB. FILL GAPS WITH CONTINUOUS SEALANT AS SHOWN POLYETHYLENE VAPOR RETARDER WITH TAPED JOINTS REF SPECS 3/4" X 3" PLASTIC TRANSITION STRIPS(KORLYTE). ATTACH WITH #12x3" ZINC COATED WOOD SCREWS AT 18" OC STAGGERED AND CONSTRUCTION ADHESIVE (2) 2x12 PRESSURE TREATED BLOCKING AT PERIMETER SCALE: 1 1/2" = 1'-0" ENLARGED DETAIL AT PLASTIC TRANSITION STRIP INTERIOR EXTERIOR 1'0" 4 4 6 M N REF FLOOR PLAN 2 20 PREFAB FIBERGLASS ACCESS PIT FORM AND ANCHORING ASSEMBLY. REFER TO SPECIFICATION SECTION 03312 SCHEDULE 40 PVC REFRIG TUNNELS; SET TOP OF PVC AT 6" BELOW FF AND SLOPE DOWN 1" PER 20' TOWARDS RISERS; REF SPOT ELEVATIONS ON GROCERY FLOOR PLANS REF STRUC FOR SLAB V A R E S 2 11" EMS CONDUIT (REF GROCERY ELEC) TRENCH SUBSURFACE TO 2" BELOW BOTTOM OF PVC; FILL WITH GRANULAR MATERIAL CONC FLOOR SLAB SCHEDULE 40 PVC REFRIGERATION TUNNELS; SLOPE DOWN 1" PER 20' TOWARDS RISERS; REF SPOT ELEVATIONS ON GA1.2 SUBSURFACE; REF FDN SUBSURFACE PREP NOTE ELECTRICAL CONDUIT FOR REFRIGERATED CASES, TYP 1. 2. 3. 4. 5. PROPER INSTALLATION OF JOINT SEALANTS IS CRITICAL TO MEETING OWNER QUALITY ASSURANCE STANDARDS. PROVIDE SEALANTS IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS ALL JOINTS BETWEEN DISSIMILAR MATERIALS SHALL BE SEALED AS REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, REGARDLESS OF WHETHER SHOWN ON THE DRAWINGS OR INDICATED IN THE SPECIFICATIONS. SUCH JOINTS NOT SHOWN OR SCHEDULED SHALL BE SEALED WITH SEALANTS CONSISTENT WITH SPECIFIED MATERIALS OR AS RECOMMENDED BY THE MANUFACTURER FOR THE SPECIFIC APPLICATION INTERIOR SEALANTS USED IN FOOD PREPARATION AREAS SHALL MEET THE REQUIREMENTS FOR USE IN USDA REGULATED FACILITIES REF A7 FOR FINISH SCHEDULE REF FURNISHING PLANS FOR ADDITIONAL ITEMS FURNISHED BY OWNER GENERAL NOTES SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 9 0 2 8 6 3 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 0 M nA R C H R V 2 0 s c a n s S Y N 2 v GA1.2 UNDERSLAB PLAN AND DETAILS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 3/32" = 1'-0" 1 FRONT GROCERY UNDERSLAB PLAN 3/32" = 1'-0" 2 REAR GROCERY UNDERSLAB PLAN 3/4" = 1'-0" 3A INSULATED SLAB AT WALK-IN 3/4" = 1'-0" 3B THERMAL BREAK BETWEEN INSULATED SLAB AT WALK-IN 3/4" = 1'-0" 4 REFRIGERATION PIT 3/4" = 1'-0" 5 REFRIGERATION TRENCH KEYNOTE LEGEND 3.184" H SEALED CONCRETE HOUSEKEEPING PAD 3.22SLOPE FLOOR TO DRAIN; REF PLUMBING FOR TOP OF DRAIN ELEVATION 6.04PREFABRICATED FIBERGLASS REFRIGERATION PIT. PIT SIZE NOTED ABOVE KEYNOTE 6.05SCHEDULE 40 PVC PIPE. PIPE SIZE NOTED BESIDE KEYNOTE AND APPROXIMATE PIPE LENGTH NOTED ADJACENT TO KEYNOTE 7.30HATCHED AREA INDICATES EXTENT OF INSULATED FREEZER FLOOR INCLUDING KORLYTE TRANSITION STRIP ISSUE BLOCK 14CCD#1107/09/2021
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HOTDELIRH0135000
2 A6.2 C D E 2 3 3.6 3.8 E.2 D.4 B.8 D.2 C.3 4 B.6 B 1 1-GA3 28'-8 1/2" DELI RDC3007.042 DELI RDC3007.042 DELI RDC3007.042 C A K E R D C 1 0 1 8 8 5 2 FROZEN FOOD RDC3000.142 F R O Z E N F O O D R D C 3 0 0 0 2 4 2
PRDC1050752 RODUCE 5 1 / 2 1 93 1 2 4'-10"14'-0" TYP 5.42 TYP 5.42 TYP 5.42 TYP 5.42 DX6LDDX6LD-12FTDX6LD-8FT 12FT RM-04MS-13FT B X 3 N1 2 T O N R H2 D R 1 45 1 2 5.42 PRODUCE COOLER DRY PRODUCE PREP GROCERY ALCOVE S T O C K R O O MB GR PICKUP STORAGE CAKE DECORATING BAKERY BAKERY PREP BAKERY COOLER SERVICE DELI BAKERY/DELI UTILITY BAKERY FREEZER OGP FREEZER OGP COOLER DELI COOLER SALAD PREP DELI PREP DELI FREEZER MECH #1 EDC #4 DELI STORAGE POULTRY COOLER ROTISSERIE PREP GM PICKUP STORAGE GROCERY SALES B019 M 0 0 9 D M 0 0 9 D M 0 0 9 D M 0 0 9 D S S 0 6 9 B049 B019 SS046 B019 B033 B019 S S 0 4 6 SS011 16.05 [D009A] [M009A] [B009A] [P009A] [MG027A] B021 B020 B028 SS085 SS068 SS068 TIP STORAGE SPOOL RACK B019 B019 B007 B018C B030 B030 B030 SS064 SS064 B030 B030 B030 B065G B019 B019 B019 16.05 SS004L D007B D007B SS086 SS086 D005 SS046 29'-6" 40 5.42 48" SERVICE COUNTER BY OWNER INSTALLED BY GC D007A 2 GA2.1 D083 D059DF SS035 [D009A] [M009A] [B009A] [P009A] [MG027A] [D009A] [M009A] [B009A] [P009A] [MG027A] [D009A] [M009A] [B009A] [P009A] [MG027A] [D009A] [M009A] [B009A] [P009A] [MG027A] [D009A] [M009A] [B009A] [P009A] [MG027A] SS004L SS004L D030 D029 D029 M009D M 0 0 9 D [D009A] [M009A] [B009A] [P009A] [MG027A] S S 0 3 2 D026C SS046 [D009A] [M009A] [B009A] [P009A] [MG027A] [D009A] [M009A] [B009A] [P009A] [MG027A] D089B D089 SS062 D005 SS004L M009D D 0 0 9 A ] M 0 0 9 A [ B 0 0 9 A [ P 0 0 9 A [ M G 0 2 7 A M009D SS025 D089 D089 SS032 B005L SS032 M G 0 1 0 EQUIPMENT PROVIDED BY OWNER REF ELEC FOR LOCATION FURNITURE PROVIDED BY OWNER INSTALLED BY GC SANITIZING STATION MOP SINK P 0 1 1 P019B P019B SS021 P005 SS062 COMPUTER STATION BY OWNER SS004H4 SS064 21'-4" 4'-10" REF 16 A9 M009D D007B B018C SS004R SS004L 1.52 16.05 SS004 RDC4018.742 PRODUCE RDC4018.742 PRODUCE RDC4018.742 PRODUCE RDC4018.742 PRODUCE RDC4018.742 PRODUCE RDC4018.742 PRODUCE P007P FROZEN FOOD RDC3000.142 FROZEN FOOD RDC3000.142 FROZEN FOOD RDC3000.142 FROZEN FOOD RDC3000.142 FROZEN FOOD RDC3000.142 FROZEN FOOD RDC3000.142 F L O R A L R D C 4 0 4 1 9 0 2 F R O Z E N F O O D R D C 3 0 0 0 1 4 2 ICE CREAM RDC3001.242 ICE CREAM RDC3001.242 ICE CREAM RDC3001.242 ICE CREAM RDC3001.242 ICE CREAM RDC3001.242 ICE CREAM RDC3001.242 F R O Z E N F O O D R D C 3 0 0 0 2 4 2 F R O Z E N F O O D R D C 3 0 0 0 2 4 2 CHEESE RDC1063.652 RIM-04MS- 13FT PF -R-IC-51-12FT PF -R-IC-51-8FT PF-R-EC-51-6FT PF-R-EC-51-6FT DX6LN- 12FTDX6LN- 12FTDX6LN- 12FTDX6LN- 12FTDX6LN- 12FT D 5 N M8 F T O N R Z H3 D R DX6LN- 12FT ONRZH- 5DRONRZH- 5DRONRZH- 5DRONRZH- 5DRONRZH- 5DRONRZH- 4DR ONRIZH- 5DRONRIZH- 5DRONRIZH- 5DRONRIZH- 5DRONRIZH- 5DRONRIZH- 5DR O N R Z H2 D RICE CREAM RDC3001.242 ICE CREAM RDC3001.242 ICE CREAM RDC3001.242 ICE CREAM RDC3001.242 ICE CREAM RDC3001.242 ICE CREAM RDC3001.242O N R H2 D R DX6LD- 8FTDX6LD- 12FTDX6LD- 12FTDX6LD- 12FTDX6LD-2FTDX6LD- 12FTDX6LD- 8FT ONRIZH- 5DRONRIZH- 5DRONRIZH- 5DRONRIZH- 5DRONRIZH- 5DRONRIZH- 5DR F R O Z E N F O O D R D C 3 0 0 0 2 4 2 DELI RDC3007.042 DELI RDC3007.042 DELI RDC3007.042 DELI RDC3007.042 DELI RDC3007.042 DELI RDC3007.042 DELI RDC3007.042 11.10 TYP 1 23 1 2 8'-11"
DELI
DELI
-FROZEN FOOD RDC5001.005 FROZEN FOOD RDC5002.005 FROZEN FOOD RDC5001.005 FWEGH-L- 6FT FWGH-L- 12FT FWEGH-L- 6FT FWEGH-L- 6FT FWGH-L- 12FT FWEGH-L- 6FT 41 1 2 1 34 1 2 31 0 1 2 24'-0" 20'-3 1/2" 20'-3" 20'-5 1/2" 20'-5 1/2" 70 76 19'-8 1/2" F R O Z E N F O O D R D C 3 0 0 0 2 4 2 F R O Z E N F O O D R D C 3 0 0 0 2 4 2 FROZEN FOOD RDC5001.005 FROZEN FOOD RDC5002.005 FROZEN FOOD RDC5001.005 MEAT R6011.000 MEAT R6011.000 5.43 5.43 10'-8" 10'-8" 2'-7 1/2" 69 1 73 1 95 4'-8 1/2" 4'-8 1/2" BAKERY RDC2002.852 PTD-R-RRS- 4FT 11.10 TYP 11.10 C A K E R D C 1 0 1 8 8 5 2 B X L N8 F MG025 MG025 MG025 MG025 MG025 SS012 D089B HOTDELIRH0122000 D104 E Q E Q EQ EQ EQ 9-4 23-9" ℄ ℄ MEAT RDC1069.652 MEAT RDC1069.652 MEAT RD1069.352 MEAT RD1069.352 12 1. 2. 3. 4. 5. PROPER INSTALLATION OF JOINT SEALANTS IS CRITICAL TO MEETING OWNER QUALITY ASSURANCE STANDARDS. PROVIDE SEALANTS IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS ALL JOINTS BETWEEN DISSIMILAR MATERIALS SHALL BE SEALED AS REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, REGARDLESS OF WHETHER SHOWN ON THE DRAWINGS OR INDICATED IN THE SPECIFICATIONS. SUCH JOINTS NOT SHOWN OR SCHEDULED SHALL BE SEALED WITH SEALANTS CONSISTENT WITH SPECIFIED MATERIALS OR AS RECOMMENDED BY THE MANUFACTURER FOR THE SPECIFIC APPLICATION INTERIOR SEALANTS USED IN FOOD PREPARATION AREAS SHALL MEET THE REQUIREMENTS FOR USE IN USDA REGULATED FACILITIES REF A7 FOR FINISH SCHEDULE REF FURNISHING PLANS FOR ADDITIONAL ITEMS FURNISHED BY OWNER GENERAL NOTES 1. DIMENSIONS OF REFRIGERATED CASES ARE TO THE OUTERMOST POINTS OF THE CASES; ENDCAPS AND BUMPERS ARE CONSIDERED PART OF THE CASE, WHERE THEY OCCUR. DIMENSIONS ON THE FIXTURE PLANS ARE FOR LAYOUT OF OWNER-FURNISHED ITEMS ONLY AND ARE NOT TO BE USED FOR LOCATION OF WALLS AND OTHER CONTRACTORBUILT ITEMS 2. PROVIDE STEEL CLOSURE PANELS AT ALL VERTICAL GAPS AND HORIZONTAL GAPS 52" OR LOWER BETWEEN REFRIGERATED CASES, WALLS, AND/OR EQUIPMENT REF FIXTURE PLANS FOR STEEL CLOSURE PANEL DETAIL 3. ALL FIXED (NON-MOVEABLE) EQUIPMENT INCLUDING SINKS, OVENS, AND REFRIGERATED EQUIPMENT SHALL BE SEALED TO THE WALLS. BASE OR LEGS SHALL BE SET IN A BED OF SEALANT WITH EXCESS REMOVED. MOVEABLE EQUIPMENT SHALL NOT BE SEALED 4. COAT HOOKS AT WALK-IN COOLERS AND FREEZERS FURNISHED BY OWNER INSTALLED TO MAXIMUM HEIGHT OF 48" AFF TO TOP OF HOOK SHEET NOTES EQUIPMENT NOTES 1. REFERENCE SHEET A1 FOR EQUIPMENT LOCATION 2. 3-COMPARTMENTS, PREP SINKS, AND MOP SINKS TO BE FURNISHED WITH FAUCETS WITH INTEGRAL CHECK VALVES 3. OWNER DETERMINES FINAL QUANTITY BETWEEN SLICERS AND/OR AUTO SLICERS. 4. QUANTITY AND TYPE BY OWNER. RACKS/SHELVING SHOWN ARE FOR POSSIBLE STORAGE AND PREP LOCATIONS 5. FINISHES FOR OWNER SUPPLIED EQUIPMENT ARE SPECIFIED PER BID ALIGNMENT BETWEEN OWNER AND OEM 6. HAND SINK INSTALLED TO 2'-9" WORKING HEIGHT 7. NOT USED 8. GENERAL CONTRACTOR TO INSTALL OWNER FURNISHED SOAP AND PAPER TOWEL DISPENSER. REF GROCERY INTERIOR ELEVATIONS FOR MOUNTING LOCATION 9. OWNER TO SUPPLY COMPACTORS AND BALERS BY JV MFG (CRAM-A-LOT) OR PHILADELPHIA TRAMRAIL. 10.EQUIPMENT SUPPLIED BY OWNER 11.EQUIPMENT INSTALLED BY EQUIPMENT SUPPLIER 12.EQUIPMENT INSTALLED BY OWNER 13.REFRIGERATED CASE FASCIA INSTALLED BY RC. COORDINATE WITH OWNER TO INSTALL FASCIA FROM CASE CANOPY EDGE TO FACILITATE INSTALLATION OF OWNER INSTALLED SIGNAGE. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND COORDINATE WITH UTILITY CONNECTIONS. GENERAL EQUIPMENT NOTES A. ALL EQUIPMENT IS SUPPLIED BY OWNER, INSTALLED BY THE GENERAL CONTRACTOR. GENERAL CONTRACTOR TO MAKE FINAL UTILITY CONNECTIONS, UNLESS OTHERWISE NOTED. B. REFERENCE SPECIFICATIONS FOR REFRIGERATED AND HOT DISPLAY CASES FOR SUPPLIED BY, INSTALLED BY, AND FINAL CONNECT BY. C. REFERENCE SPEC SECTION APPENDIX-A FOR MANUFACTURER AND MODEL NUMBERS NOT LISTED IN EQUIPMENT LEGENDS D. OWNER TO SUPPLY SS FIXTURES BY WIN-HOLT SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AE/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 2 8 2 0 1 1 4 2 8 A M C U d b D t 0 8 3 1 Y A P H A N K N Y 1 9 0 M nA R C H R V 2 0 s c a n s S Y N 2 v GA2 FRONT GROCERY FIXTURE PLAN Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1/8" = 1'-0" 1 ENLARGED FRONT GROCERY FIXTURE PLAN KEYNOTE LEGEND 1.52 5.42REFRIGERATED CASE CORNER PROTECTION, INSTALLED BY REFRIGERATION CONTRACTOR 5.43REFRIGERATED CASE FLOOR MOUNTED RAILING, INSTALLED BY REFRIGERATION CONTRACTOR 11.10REFRIGERATED CASE FASCIA. REFERENCE EQUIPMENT NOTES 16.05INSECT CONTROL UNIT. TYPE NOTED ADJACENT TO UNIT. REF N1 FOR LEGEND AND NOTES EQUIPMENT LEGENDREFRIGERATED AND HOT CASES WDS NUMBERQTY CASE LENGTH DOOR NODESCRIPTIONMANUFACTURERMODELNOTES
CHEESE RDC1063652 PRODUCE RDC1049752 PRODUCE RDC1049752 PRDC1050752 RODUCE
RDC3007042
COFFIN END MED TEMP WITH
SSMANN
RDC5002.005612FTWIDE COFFIN CENTER MED TEMP WITH LIDHUSSMANN CORPORATIONFWGH-L5 REF MEP39REF MEPREF MEPREF MEP RH0122.00014FTSELF-SERVICECUSTOM DELIS EQUIPMENT CO INCDILW-SS5,7 RH0135.00018FTSERVICE SELF-SERVICECUSTOM DELIS EQUIPMENT CO INCILW-CB-SS5 EQUIPMENT LEGENDBAKERY WDS NUMBERQTYDESCRIPTIONNOTES B005L1PAN WASHER B0071BREAD SLICER; GRAVITY B018C2LIGHTED BAKERY DISPLAY B01953BAKERY MOBILE RACKS4,12 B0201BAKERY SCANNER B0211BAKERY PRINTER B0281AIR COMPRESSOR WITH AIRBRUSH B0306PAN CADDY B0331ICING WARMER ON CASTERS B0491PRE-FRIED DONUT PROCESSING SYSTEM B065G1RACK OVEN, DOUBLE (GAS) EQUIPMENT LEGENDDELI WDS NUMBERQTYDESCRIPTIONNOTES D0052WRAPPER D007A2MOBILE STAND D007B5SLICER D026C12 VAT FRYER WITHVAT BIB WITH SPREADER CABINET D0292DUNNAGE RACK D0301MOBILE ROTISSERIE CART D059DF1DOUBLE STACK ROTISSERIE D059FS1ROTISSERIE D0831SMOKER OVEN WITH INTEGRATED FAT DRAIN ASSEMBLY KIT D0893WALL MOUNTED WIRE SHELVING (18x48IN) D089B2WALL MOUNTED WIRE SHELVING (18x36IN) D1041BLAST CHILLER EQUIPMENT LEGENDMEAT WDS NUMBERQTYDESCRIPTIONNOTES M009D9WIRE STORAGE RACKS (18X48x54H) M029B2WALL MOUNTED WIRE SHELVING (18X36IN) MC00225STANCHIONMC0022 EQUIPMENT LEGENDMISC. GROCERY WDS NUMBERQTYDESCRIPTIONNOTES MG0042BALER MG005A1COMPACTOR DEODORIZER MG005B1COMPACTOR POWER UNIT MG005P1SELF-CONTAINED COMPACTOR MG0101R/O WATER FILTRATION SYS.MISC. EQUIP MG0111R/O WATER DISPENSER MG01627GLASS MERCHANDISE DOORS MG01924DEEP GRAVITY FLOW SHELVING MG0201ICE BAGGING MACHINE SYSTEM MG0211WASTE COOKING OIL TANK WITH CADDY MG02510SCALE LABELER MG0351ICE MERCHANDISER (73IN) MG00602UPRIGHT 2-DOOR REFRIGERATOR MG128136" Deli Pass Thru Counter MG600019BLOCKING EQUIPMENT LEGENDPRODUCE WDS NUMBERQTYDESCRIPTIONNOTES P0051WRAPPER P007P1PRODUCE MISTING SYSTEM P0111MOBILE QUALITY CARTP019B2WALL MOUNTED WIRE SHELVING (18X36IN) EQUIPMENT LEGENDSTAINLESS STEEL WDS NUMBERQTYDESCRIPTIONNOTES SS15MOP SINK (RECTANGULAR) SS0041HAND SINK 16X14 (14X10) WALL MOUNTED SS004H41HAND SINK 16X17 (14X12) WITH SENSOR WALL MOUNTED SS004L5HAND SINK 16X14 (14X10) WALL MOUNTED SS004R3HAND SINK 16X14 (14X10) WALL MOUNTED SS51MOP SINK (RECTANGULAR) SS01111N12-LD12 SS0121PREP SINK 24X38 (18X18) WITH 18IN DB SS02123-COMPARTMENT 30X94 (18X24) WITH 18IN DB SS02513-COMPARTMENT 34X124 (20X28) WITH 30IN DB SS0323TABLE 36X30 FLAT TOP WITH UNDERSHELF WITH CASTERS SS0352CABINET 36X30 FLAT TOP WITH CASTERS SS0464CABINET 48X30 WITH BACKSPLASH WITH CASTERS SS0624TABLE WITH BACKSPLASH WITH UNDER SHELF SS0643TABLE 72X30 FLAT TOP (OPEN) NO SHELF SS0682CABINET 72X30 2-DRAWERS WITH CASTERS SS0691CABINET 72X30 WITH BACKSPLASH ON CASTERS SS0851CABINET 96X30 WITH BS WITHDRAWERS ON CASTERS SS0862CABINET 96X30 WITH BACKSPLASH ON CASTERS ISSUE BLOCK 1REV #105/08/2020 3ADD109/10/2020 7CCD#404/01/2021 12CCD#906/07/2021
LIDHU
CORPORATIONFWEGH-L5
G G.5 H 2 3 F.7 E.9 F J 1 4 GA2.1 GA2.1 SS062 R5000.000 TYP R5000.000 TYP R5000.000 TYP MG012: (9) GLASS MERCHANDISE DOORS MG019: (9) DEEP GRAVITY FLOW SHELVING MG012:(6)GLASS MERCHANDISEDOORSMG019:(6)DEEPGRAVITYFLOWSHELVING SEE 1-GA2 FOR CONTINUATION NOTE: FOR EQUIPMENT LEGENDS: REF GA2 FOR ENLARGED WALK-IN PLAN: DELI RDC3007042DX6LD-8FT R5000.000 TYPF WC MEAT R6011.000 MEAT R6011.000 MEAT R6011.000 FWTYP 5.43 MOP SINK SANITIZING STATION SS021 M029B M029B TYP 5.43 5.42 5.42 R5000.000 TYP MG021 MG012: (9) GLASS MERCHANDISE DOORS MG019: (9) DEEP GRAVITY FLOW SHELVING SANITIZER STATION W201 EQUIPMENT PROVIDED BY OWNER REF ELEC FOR LOCATION DAIRY COOLER STOCKROOM-A MECH #2 ICE CREAM FREEZER GROCERY FREEZER HALLWAY STOCKROOM-B MEAT COOLER PRODUCE COOLER GROCERY SALES SS004R R E F 1 9A 9 10 A3.0 DAIRY RDC3026.042 DAIRY RDC3026.042 DAIRY RDC3026.042 DAIRY RDC3026.042 DAIRY RDC3026.042 DR6LD- 8FTDR6LD- 12FTDR6LD- 12FTDR6LD- 12FTDR6LD- 8FT DELI RDC3007.042 DELI RDC3007.042 DELI RDC3007.042 DELI RDC3007.042 DELI RDC3007.042 DELI RDC3007.042 DELI RDC3007.042 DX6LD- 12FTDX6LD- 12FTDX6LD- 12FTDX6LD- 12FTDX6LD- 12FTDX6LD- 8FTDX6LD- 8FT F R O Z E N F O O D R D C 5 0 0 1 0 0 5 FROZEN FOOD RDC5002.005 F R O Z E N F O O D R D C 5 0 0 1 0 0 5 F R O Z E N F O O D R D C 5 0 0 1 0 0 5 F R O Z E N F O O D R D C 5 0 0 1 0 0 5 FROZEN FOOD RDC5001.005 FROZEN FOOD RDC5001.005 FROZEN FOOD RDC5002.005 FROZEN FOOD RDC5001.005 FROZEN FOOD RDC5002.005 FROZEN FOOD RDC5001.005 MEAT R6011.000 D E L I R D C 3 0 0 7 0 4 2 D E L R D C 3 0 0 7 0 4 2 D E L R D C 3 0 0 7 0 4 2 D E L R D C 3 0 0 7 0 4 2 D E L R D C 3 0 0 7 0 4 2 F W E G H6 F T F W E G H6 F T-FWGH-L- 12FT 19'-10" 1 43 1 4 64 4'-1"30'-0" 1 61 1 FWEGH-L- 6FT FWGH-L- 12FT FWEGH-L- 6FT--20 1 / 2 10'-8" 1 69 1 2 81 0 81 10'-8" FWEGH-L- 6FT FWGH-L- 12FT FWEGH-L- 6FT FW- C 88 1 4 18 1 2 44 1 2 TYP 5.43 FROZEN FOOD RDC5001.005 FROZEN FOOD RDC5002.005 FROZEN FOOD RDC5001.005 FWFWGH-L- 12FT FWEGH-L- 6FT FWEGH-L- 6FT MEAT R6011.000 M E A T R D C 4 0 3 8 3 5 2 M E A T R D C 4 0 3 8 3 5 2 M E A T R D C 4 0 3 8 3 5 2 M E A T R D C 4 0 3 8 3 5 2 M X 5 X G1 F T-9.81 9.81 9.81 9.81 10" 10" 10" 10" J.05 1. DIMENSIONS OF REFRIGERATED CASES ARE TO THE OUTERMOST POINTS OF THE CASES; ENDCAPS AND BUMPERS ARE CONSIDERED PART OF THE CASE, WHERE THEY OCCUR. DIMENSIONS ON THE FIXTURE PLANS ARE FOR LAYOUT OF OWNER-FURNISHED ITEMS ONLY AND ARE NOT TO BE USED FOR LOCATION OF WALLS AND OTHER CONTRACTORBUILT ITEMS 2. PROVIDE STEEL CLOSURE PANELS AT ALL VERTICAL GAPS AND HORIZONTAL GAPS 52" OR LOWER BETWEEN REFRIGERATED CASES, WALLS, AND/OR EQUIPMENT REF FIXTURE PLANS FOR STEEL CLOSURE PANEL DETAIL 3. ALL FIXED (NON-MOVEABLE) EQUIPMENT INCLUDING SINKS, OVENS, AND REFRIGERATED EQUIPMENT SHALL BE SEALED TO THE WALLS. BASE OR LEGS SHALL BE SET IN A BED OF SEALANT WITH EXCESS REMOVED. MOVEABLE EQUIPMENT SHALL NOT BE SEALED 4. COAT HOOKS AT WALK-IN COOLERS AND FREEZERS FURNISHED BY OWNER INSTALLED TO MAXIMUM HEIGHT OF 48" AFF TO TOP OF HOOK SHEET NOTES 1. 2. 3. 4. 5. PROPER INSTALLATION OF JOINT SEALANTS IS CRITICAL TO MEETING OWNER QUALITY ASSURANCE STANDARDS. PROVIDE SEALANTS IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS ALL JOINTS BETWEEN DISSIMILAR MATERIALS SHALL BE SEALED AS REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, REGARDLESS OF WHETHER SHOWN ON THE DRAWINGS OR INDICATED IN THE SPECIFICATIONS. SUCH JOINTS NOT SHOWN OR SCHEDULED SHALL BE SEALED WITH SEALANTS CONSISTENT WITH SPECIFIED MATERIALS OR AS RECOMMENDED BY THE MANUFACTURER FOR THE SPECIFIC APPLICATION INTERIOR SEALANTS USED IN FOOD PREPARATION AREAS SHALL MEET THE REQUIREMENTS FOR USE IN USDA REGULATED FACILITIES REF A7 FOR FINISH SCHEDULE REF FURNISHING PLANS FOR ADDITIONAL ITEMS FURNISHED BY OWNER GENERAL NOTES 25 GAUGE SS OR ALUMINUM TRIM WITH MIN 1/4" RADIUS COVED EDGE BY RC PAN HEAD SHEET METAL SCREWS AT 12" OC REFRIGERATED CASE OR DRY WEDGE FINISHED FLOOR CONTINUOUS SEALANT AT TOP AND BOTTOM OF TRIM 2 M N NOTE: INSTALL CASE TRIM AT ALL REFRIGERATED CASES AND DRY WEDGES ALONG SERVICE LINEUP WALK-IN PANEL BY OWNER METAL FLASHING AND CONTINUOUS SEALANT BY REFRIGERATION CONTRACTOR GROCERY SALES WALK-IN DOOR BY OWNER DAIRY COOLER PLASTIC BASE INSTALLED CONTINUOUSLY ALONG BOTTOM OF WALK-IN CUT TO FIT REF GA3 FOR TYPE AND LOCATION DOOR FRAME HOLD FRAME 1/2" FROM FACE OF WALK-IN PANEL. PROVIDE WOOD SPACER BEHIND BOTTOM OF FRAME NOTES: 1. FASTENERS ATTACHING STUD TRACK, METAL STUDS, AND GYPSUM BOARD TO WALK-IN PANELS NOT TO EXCEED 1/2" 2. GYPSUM BOARD TO TERMINATE AT TOP OF PLASTIC BASE WALK-IN PANEL BY OWNER METAL FLASHING AND CONTINUOUS SEALANT BY REFRIGERATION CONTRACTOR GROCERY SALES WALK-IN DOOR BY OWNER DOOR FRAME HOLD FRAME 1/2" FROM FACE OF WALK-IN PANEL FOR INSTALLATION OF GYPSUM BOARD DAIRY COOLER 1/2" GYPSUM BOARD NOTE: FASTENERS ATTACHING STUD TRACK, METAL STUDS, AND GYPSUM BOARD TO WALK-IN PANELS NOT TO EXCEED 1 1/2" METAL FLASHING AND CONTINUOUS SEALANT BY REFRIGERATION CONTRACTOR TOP OF REFRIGERATED CASE WALK-IN BOX BY OWNER GROCERY SALES DAIRY COOLER NOTE: FASTENERS ATTACHING STUD TRACK, METAL STUDS, AND GYPSUM BOARD TO WALK-IN PANELS NOT TO EXCEED 1 1/2" 1/2" GYPSUM BOARD 1 2 J-MOLD REFRIGERATED CASE BY OWNER WALK-IN BOX MFR TO COORDINATE SIZE OF OPENING WITH REFRIGERATED CASE MFR WALK-IN PANEL BY OWNER NOTCH TRACK AT WALK-IN PANEL BOLTS 1/2" GYPSUM BOARD ON 3 5/8" X 20 GAUGE METAL STUDS AT 16" OC REFRIGERATED CASE FASCIA DAIRY COOLER 973 GA2.1 A6.1 15 CONFIGURATION AND SPACING OF SHELVING VARIES WALK-IN BOX MFR TO COORDINATE SIZE OF OPENING WITH GLASS DOOR MFR 1/2" GYPSUM BOARD ON 5/8" X 20 GAUGE METAL STUDS AT 16" OC WALK-IN PANEL BY OWNER NOTCH TRACK AT WALK-IN PANEL BOLTS DAIRY COOLER 973 GA2.1 6 GA2.1 A6.1 15 H G.9 3/8" X 6GA SS PAN HEAD FASTENERS AT MAX 9" OC EACH SIDE. EVENLY SPACE FASTENERS. PROVIDE 1" TOE KICK RETURN EACH SIDE CONT CLEAR COATED 20 GA GALVANIZED STEEL INFILL PANEL WITH HEMMED EDGES SET IN A BED OF SEALANT EACH SIDE FV 1" 1" FV FV REFRIGERATED CASES F V H E I G H T O F P A N E L T O M A T C H A D J A C E N T C A S E S FOR OPENINGS OVER 24" IN WIDTH INSTALL BACKUP FRAMING PER DETAIL AND FASTEN TO HORIZ FRAMING MEMBERS @ MAX 9" OC WITH 3/8" X 6 GA PAN HEAD FASTENERS. EVENLY SPACE FASTENERS PLAN AT FRONT OF CASE AND WALL REFRIGERATED CASE PLAN AT FRONT OF CASE AND END OF WALL 1" MAX FASTENER AT PARTITION 1/2" MAX FASTENER AT CASE PLAN AT CASES REFRIGERATED CASE FRONT F R O N T REFRIGERATED CASE FRONT 1/2" MAX FASTENER TYP PLAN AT REAR OF CASE AND WALL REFRIGERATED CASE F R O N T PARTITION OR WALL 1" MAX FASTENER AT PARTITION 1/2" MAX FASTENER AT CASE PARTITION OR WALL PLAN AT WALK-IN PARTITION OR WALL 1/2" MAX FASTENER TYP WALK-IN PANEL PARTITION OR WALL REFRIGERATED CASE FRONT 1/2" MAX FASTENER 1/2" MAX FASTENER (PLAN VIEW) SECTION AT TOP OF CASE AND WALL REFRIGERATED CASE CLOSURE PANEL 1/2" MAX FASTENER PARTITION OR WALL CLOSURE PANEL CLOSURE PANEL CLOSURE PANEL CLOSURE PANEL CLOSURE PANEL T Y P 1 O V E R L A P TYP 1" OVERLAP TYP 1" OVERLAP TYP 1" OVERLAP T Y P 1 O V E R L A P 1. 2. 3. 4. 5. 6. 7. NOTES: REFRIGERATION CONTRACTOR TO PROVIDE GALVANIZED CLOSURE PANELS AT ALL VERTICAL GAPS AND AT ALL HORIZONTAL GAPS 52" OR LOWER AFF BETWEEN REFRIGERATED CASE, WALLS, AND/OR EQUIPMENT. PROVIDE STAINLESS STEEL CLOSURE PANELS LOCATED IN PREP AREAS. REF FLOOR PLANS FOR ALL PARTITION TYPES AND LOCATIONS. EASE EXPOSED EDGES TO SMALL UNIFORM RADIUS. SET CLOSURE PANEL IN A BED OF SEALANT EACH SIDE. FASTEN CLOSURE PANELS WITH #6 PAN HEAD SCREWS AT 9" OC. CLOSURE PANELS TO BE FASTENED ONLY TO THE BACK OF THE REFRIGERATED CASE OR END PANEL SKINS AS INDICATED N THE DRAWINGS. SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AB/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 3 2 0 0 4 0 8 0 P M C U b D 0 3 3 Y A P H A N K N Y 1 0 M a nA R C H R V 8 b e n o s k v GA2.1 REAR GROCERY FIXTURE PLAN Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1/8" = 1'-0" 1 ENLARGED REAR GROCERY FIXTURE PLAN KEYNOTE LEGEND 5.42REFRIGERATED CASE CORNER PROTECTION, INSTALLED BY REFRIGERATION CONTRACTOR 5.43REFRIGERATED CASE FLOOR MOUNTED RAILING, INSTALLED BY REFRIGERATION CONTRACTOR 9.81PVC PIPE REFRIGERATION CHASE PROVIDED BY REFRIGERATION CONTRACTOR. COORDINATE WITH REFRIGERATION PIPING AND ELECTRICAL CONDUIT. PIPE SIZE NOTED ADJACENT TO KEYNOTE 1/2" = 1'-0" 2 CASE TRIM DETAIL AT SERVICE CASE 3" = 1'-0" 6 BOTTOM OF WALK-IN REACH-IN DOORS 3" = 1'-0" 7 TOP OF WALK-IN REACH-IN DOORS 3" = 1'-0" 8 TOP OF REAR LOAD DAIRY COOLER OPENING 3/4" 1'-0" 3 SECTION AT REAR LOAD DAIRY CASES 3/4" = 1'-0" 4 SECTION AT DAIRY COOLER 3/4" = 1'-0" 5 CLOSURE PANEL DETAIL ISSUE BLOCK
C D 2 B.8 C.3 B.6 B 1 10'-0"H BAKERY COOLER 10'-0"H OGP FREEZER 10'-0"H BAKERY FREEZER 10'-0"H OGP COOLER 10'-0"H DELI COOLER 10'-0"H DELI FREEZER 10'-0"H POULTRY COOLER 9'-7"8'-6 1/2"11'-3"12'-4 1/2" 4'-6" 1'-9" 1 15 1 14 3 33 97 3 / 4 36 45'-4" 1 69 8'-1" 19 93 1 24 1 / 2 1 51 0 1 2 9-71/8 ROLL-DOWN WITH STRIP CURTAIN (60X84) SWING DOOR WITH STRIP CURTAIN (48X90) SWING DOOR WITH STRIP CURTAIN (48X90) SWING DOOR WITH STRIP CURTAIN (36X90) SWING DOOR WITH STRIP CURTAIN (48X90) SWING DOOR WITH STRIP CURTAIN (48X90) SWING DOOR WITH STRIP CURTAIN (48X90) 3'-3" 14'-8"17'-9" 1 16 6'-7" 2-21/4 NOTE: WALK-IN VENDORS TO PROVIDE CLOSURE PANELS BETWEEN WALK-IN AND EXTERIOR WALLS FOR ALL GAPS 4" OR SMALLER WHEN REQUIRED A.95 G G.5 H 2 3 F.7 E.2 E.9 4 F J 1 118'-2" 12'-5 3/8" 86 1 2 30 1 12 38 1 / 2 1 33 1'-9" 47'-1 1/8" CLEAR OPENING 22'-10 1/2" (MFR TO VERIFY) 6 3/4" CLEAR OPENING 22'-10 1/2" (MFR TO VERIFY) 2 57 30 LINE INDICATES WALK-IN VENDOR TO PROVIDE A PRIMED (WHITE) AND SMOOTH PANEL FOR WALLS FACING THE GROCERY SALES TO ALLOW FINAL FINISHES TO BE APPLIED TO PANELS NOTE: WALK-IN VENDORS TO PROVIDE CLOSURE PANELS BETWEEN WALK-IN AND EXTERIOR WALLS FOR ALL GAPS 4" OR SMALLER WHEN REQUIRED LINE INDICATES WALKIN VENDOR TO PROVIDE A PRIMED (WHITE) AND SMOOTH PANEL FOR WALLS FACING THE GROCERY SALES TO ALLOW FINAL FINISHES TO BE APPLIED TO PANELS HORIZONTAL SLIDING WALK-IN DOOR WITH STRIP CURTAIN (72X108) HORIZONTAL SLIDING WALK-IN DOOR WITH STRIP CURTAIN (72X108) TRAFFIC WALK-IN DOOR DOUBLE (72X108) ROLL-DOWN WITH STRIP CURTAIN (72X108) ROLL-DOWN WITH STRIP CURTAIN (72X108) TRAFFIC WALK-IN DOOR DOUBLE (72X108) SWING DOOR WITH STRIP CURTAIN (36X90) ROLL-DOWN WITH STRIP CURTAIN (72X108) 11'-0"H DAIRY COOLER 12'-0"H ICE CREAM FREEZER 12'-0"H GROCERY FREEZER 12'-0"H MEAT UTILITY 12'-0"H MEAT COOLER 12'-0"H PRODUCE COOLER 18'-4 1/8" 5 28 1 8 1 71 0 1 13 7 8 7'-1 1/4" 10'-7"18'-10" 5'-11 3/4" 11'-0 7/8" 6'-7 5/8" 7 08 1 20 2 94 5'-11 3/4" 1 01 LINE INDICATES WALK-IN VENDOR TO PROVIDE A PRIMED (WHITE) AND SMOOTH PANEL FOR WALLS FACING THE GROCERY SALES TO ALLOW FINAL FINISHES TO BE APPLIED TO PANELS CLEAROPENING 15-3 (MFRTOVERIFY) 2-6 3.95 J.05 SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: C O N S U L T A N T S S T P U L A T I O N F O R R E U S E P R O T O J O B N U M B E R NOT FOR CONSTRUCTION AB/DB MMA G a b r e J M a s s a R A A A N C A R B L E E D A P 3 2 9 7 R o u e 6 6 N e p u n e N J 0 7 7 5 3 : 7 3 2 9 1 8 2 3 0 0 f 7 3 2 8 9 8 7 8 4 8 N Y L c e n s e N o 0 2 1 1 8 7 1 3 2 0 0 4 0 9 3 P M C U b D 0 3 3 Y A P H A N K N Y 1 0 M a nA R C H R V 8 b e n o s k v GA2.2 ENLARGED WALK-IN PLANS Y A P H A N K , N Y 0 9 71 50 1 1 U S E O N A S P E C F C S T E A Y A P H A N K C O N T E M P O R A N E O U S L Y W H T S S S U E U S E O N A D F F E R E N T P R O E C T S T E O R F O R R E F E R E N C E O R E X A M P E O N S E R V C E S O P R O P E R L Y L C E N S E D R E P R O D U C T O N O F T H S D R A W N G F O R O O C S N O T A U T H O R Z E D A N D M A Y B E C O N R A R Y O 03/13/20 S T O R E N O 8 3 3 10 0 C1 9 0S G RQ R 10/25/19 1/8" = 1'-0" 1 ENLARGED
1/8" 1'-0" 2 ENLARGED
ISSUE BLOCK
FRONT GROCERY WALK-IN PLANS
REAR GROCERY WALK-IN PLANS