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HomeMy WebLinkAboutDesign Review_Standard Auxilary Site Features V1222 E. 5TH STREET TUCSON, AZ 85705 www.mistercarwash.com Disclaimer: Property of Mister Car Wash. Not to scale. Not for construction. Verification of site specific conditions and compliance with Federal, State & local building codes is the exclusive responsibility of the Customer and/or Architect & Engineer. These drawings reflect requirements for MISTER CAR WASH ONLY unless otherwise noted. Please refer to other manufacturers, if any, for their requirements. Sheet of Date Scale 10/8/2021 No: Revisions: Date: 01 1/2"=1'-0" 1 1 VACUUM ENCLOSURE STANDARD DIMENSIONS 12/16/21 A-2021-0219 MIN. 12'-0" CLR. 12'-0" 3'-8" J J J SV-1 EST-1 TYP. PT-6 T PT-3 EST-1 9'-6" 2'-6" 9'-6" 3'-0" 6'-11" 2'-6" PATH OF TRAVEL 2'-6" 9'-6" 2'-0" 37'-0" 2'-0" 3'-10" 10'-4" 3'-10" 41'-0" ℄ 18'-0" ℄ ℄ ℄ 7'-7" 4 AC1.0 3 AC1.0 5 AC1.0 1 AH1.0 4'-3" 6'-9" 2'-6" 4'-2 1/2" 2'-7" 1'-9" 1'-9" 8'-6" 12'-0" 8'-6" 3'-10" 10'-4" 3'-10" 12'-0" KEYNOTES: 1. CANOPY COLUMN AND FOOTING BY OTHERS. 2. 6" CONCRETE SLAB. 3. 4" CLEAR ABOVE FINISH LANDSCAPE, 2" CLEAR ABOVE FINISH HARDSCAPE. 4. METAL BOTTOM TRACK FASTENED TO CONCRETE PER GSN. 5. 3-5/8" 18GA STEEL STUDS @ 16" O.C. 6. PLYWOOD WALL SHEATHING ALL SIDES. ATTACHMENT PER GSN. 7. WEEP SCREED / FLASHING PER MATERIAL TERMINATION DETAILS / MANUFACTURER REQUIREMENTS. 8. WEATHERPROOF MEMBRANE PER WALL TYPES / BUILDING STANDARD. 9. STONE VENEER BASE TO MATCH BUILDING STANDARD. 10. EIFS TO MATCH BUILDING. REFER TO BUILDING ELEVATIONS AND MATERIAL SCHEDULE. 11. 3" DEEP LEG VERTICAL STEEL TRACK. FASTEN TO STEEL CANOPY DECK PER GSN. ALLOW FOR 4'-2 1/2" 3'-0" 6'-9" 5'-4" 5 AH1.0 6 AH1.0 8 AH1.0 7 AH1.0 4 AH1.0 3 AH1.0 7 1/4" 7 1/4" 8 1/2" 8 1/2" 7 TYP. 4 11 TYP. 16 3 12 14 TYP. 8 1/2" 2'-9 1/2" 8 1/2" 17 HA HA HB 100H 2'-6" 15 18 19 1'-0" CLEAR 2 1 SV-1 EST-1 PT-9 MP-4 8'-0" 4'-0" 9'-2" 4 5 6 8'-10 1/2" 18 19 SV-1 EST-1 PT-9 MP-4 4'-0" 6 5 2 1 4 19 18 4'-0" 8'-0" 1 6 5 T 11 SV-1 EST-1 PT-9 MP-4 2 SV-1 EST-1 PT-9 MP-4 8'-0" 4'-0" 9'-2" 8'-10 1/2" 1 2 6 5 4 18 19 9 10 3 AH1.0 8 4 AH1.0 9 AH1.0 15 AH1.0 13 AH1.0 1 12 15 TYP. 7 5 14 4 2 9 15 8 11 AH1.0 3'-8" 13 AH1.0 10 AH1.0 7 15 5 2 1 15 TYP. 14 12 4 9 16 10 8 16 AH1.0 8 3/4" 1'-0 3/4" 5 1/2" 9 1/2" 11 3" = 1'-0" KEYNOTES 1. STANDING SEAM METAL ROOF ASSEMBLY. 2. B-DECK PER STRUCTURAL PLANS. HOLD OF EDGE AR REQUIRED FOR 2x WOOD BLOCKING. 3. 3/16" STEEL PLATE. 4. BENT PLATE PER STRUCTURAL PLANS. 5. HSS PER STRUCTURAL PLANS. 6. 1x1x3/16" STEEL ANGLE. 7. 1/2" CDX 8. EXTRUCTECH. 9. BACKER ROD AND SEALANT. 10. STOREFRONT WINDOW ASSEMBLY. 11. 24GA. BRAKE METAL COPING PER S.S. ROOF MFR. 12. PRESSURE TREATED WOOD BLOCKING. ATTACH TO STEEL PLATE WITH SELF TAPPING FASTENERS AT 8" O.C.. 13. CLEAT. 14. EIFS. OVER 1" RIGID INSULATION. 15. WATERPROOF MEMBRANE. 16. WEEP SCREED PER EIFS MFR. 17. 24GA. BRAKE METAL FLASHING W/ HEMMED DRIP EDGE FULLY SET IN SEALANT. 18. SHIM. 19. RIVET FASTENERS AT 8" O.C.. (2) (1) (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) 2" (14) (15) (7) (16) (17) (18) EIFS TRANS. @ STONE @ ATTEND. HUT 14 3" = 1'-0" S.S. MTL. ROOF-EDGE EV. @ ATTEND. 9 3" = 1'-0" S.S. MTL. ROOF- LOW EAVE @ ATTEND. 10 3" = 1'-0" S.S. MTL. ROOF- HIGH EAVE @ ATTEND. KEYNOTES 1. STANDING SEAM METAL ROOF ASSEMBLY. 2. B-DECK PER STRUCTURAL PLANS. 3. 3/16" STEEL PLATE. 4. BENT PLATE PER STRUCTURAL PLANS. 5. HSS PER STRUCTURAL PLANS. 6. 1x1x3/16" STEEL ANGLE. 7. 1/2" CDX 8. EXTRUCTECH. 9. BACKER ROD AND SEALANT. 10. STOREFRONT WINDOW ASSEMBLY. 11. 24GA. BRAKE METAL LOCKING STRIP PER S.S. ROOF MFR. 12. PRESSURE TREATED WOOD BLOCKING. ATTACH TO STEEL PLATE WITH SELF TAPPING FASTENERS AT 8" O.C.. 13. CLEAT. 14. EIFS. OVER 1" RIGID INSULATION. 15. WATERPROOF MEMBRANE. 16. WEEP SCREED PER EIFS MFR. 17. 24GA. BRAKE METAL FLASHING W/ HEMMED DRIP EDGE FULLY SET IN SEALANT. 18. SHIM. (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (12) (11) 2" (14) (15) (7) (16) (17) (18) (1) (2) (3) (4) (5) 2" (6) (7) (8) (9) KEYNOTES 1. 24GA. BRAKE METAL COPING PER S.S. ROOF MFR. 2. CLIP PER S.S. ROOF MRF. 3. Z-CLIP PER S.S. ROOF MFR. 4. PRESSURE TREATED WOOD BLOCKING. ATTACHED TO STEEL PLATE WITH SELF TAPPING FASTENERS AT 8" O.C.. 5. CLEAT. 6. EIFS. OVER 1" RIGID INSULATION. 7. WATERPROOF MEMBRANE. 8. 1/2" CDX. 9. 3 5/8" 18GA. METAL FRAMING. 10. RIVET FASTENERS PER S.S. ROOF MFR. 11. STANDING SEAM METAL ROOF ASSEMBLY. 12. CONTINUOUS SEALANT JOINT PER S.S. ROOF MFR. 13. CONTINUOUS NEOPRENE GASKETING PER S.S. ROOF MFR. 14. B-DECK PER STRUCTURAL PLANS. 15. 3/16" STEEL PLATE. 16. BENT PLATE PER STRUCTURAL PLANS. 17. HSS PER STRUCTURAL PLANS. 18. 1x1x3/16" STEEL ANGLE. 19. EXTRUCTECH. (10) (11) (12) (13) (14) (15) (16) (17) (18) (8) (19) 1/2" KEYNOTES 1. EIFS. OVER 1" RIGID INSULATION. 2. WATERPROOF MEMBRANE. 3. 1/2" CDX. 4. 3 5/8" 18GA. METAL FRAMING. 5. SELF ADHERING MEMBRANE FLASHING. 6. WEEP SCREED PER EIFS MFR 7. 24GA. BRAKE METAL FLASHING W/ HEMMED DRIP EDGE FULLY SET IN SEALANT. 8. CONTINUOUS SEALANT JOINT. 9. STONE VENEER OVER THINSET MORTAR. 10. METAL LATH. 11. EXTRUCTECH WALL PANEL. (1) (2) (3) (4) (5) (6) 1/2" (7) (8) (9) (10) (11) FRAME WALL BASE @ ATTEND. HUT 15 3" = 1'-0" (2) (3) (4) 2" MIN. @ HARDSCAPE. 4" MIN. @ GRADE (5) (9) (8) (7) (11) (10) (1) KEYNOTES 1. EIFS. OVER 1" RIGID INSULATION. 2. WATERPROOF MEMBRANE. 3. 1/2" CDX. 4. SELF ADHERING MEMBRANE FLASHING. 5. WEEP SCREED PER EIFS MFR. 6. SEALANT JOINT. 7. CONCRETE HADRSCAPE PER CIVIL PLANS. 8. FIBROUS EXPANSION JOINT. 9. CONCRETE SLAB PER STRUCTURAL PLANS. 10. 3 5/8" 18GA. METAL FRAMING. 11. EXTRUCTECH WALL PANEL. 12. 18GA. BRAKE METAL FLASHING EXTEND 6" ABOVE AND BELOW F.F.E. FULLY SET IN SEALANT. (6) STORFT. WIND. SILL @ ATTEND. HUT 13 3" = 1'-0" (12) (19) 2" (13) FRAME WALL BASE @ ATTEND. HUT 16 3" = 1'-0" (2) (3) (4) 2" MIN. @ HARDSCAPE. 4" MIN. @ GRADE (5) (9) (8) (11) (10) (1) KEYNOTES 1. EIFS. OVER 1" RIGID INSULATION. 2. WATERPROOF MEMBRANE. 3. 1/2" CDX. 4. SELF ADHERING MEMBRANE FLASHING. 5. WEEP SCREED PER EIFS MFR. 6. SEALANT JOINT. 7. CONTINUOUS BACKER ROD AND SEALANT. 8. DEPRESS SLAB. 9. CONCRETE SLAB PER STRUCTURAL PLANS. 10. 3 5/8" 18GA. METAL FRAMING. 11. EXTRUCTECH WALL PANEL. 12. 18GA. BRAKE METAL FLASHING WITH HEMMED DRIP EDGE. FULLY SET IN SEALANT. 1/2" (7) (6) (12) SLOPE (5) (2) (3) (4) (6) (7) (8) (9) (10) (11) (12) KEYNOTES 1. STOREFRONT WINDOW ASSEMBLY. 2. FULLY SET IN SEALANT. 3. EXTRUTECH WALL PANEL. 4. 3 5/8" 18GA. METAL FRAMING. 5. ALUMINUM SILL PAN FLASHING WITH END DAMS TURNED UP AT ENDS. ALL SEALS TO BE COMPLETELY WELDED AND WATER TIGHT. 6. ALUMINUM JAMB BEYOND. 7. CONTINUOUS BACKER ROD @ SEALANT. 8. 18GA. ALUMINUM SILL W/ HEMMED DRIP EDGES. 9. METAL LATH PER STONE VENEER MFR. 10. STONE VENEER OVER THINSET MORTAR. 11. WATERPROOF MEMBRANE. 12. 1/2" CDX. 13. ALUMINUM END DAMS. 14. SELF ADHERING FLASHING TO WRAP ROUGH OPENING. (13) (1) (14) 1/2" 2'-1" 2'-0 1/2" 1'-11 5/8" 3" 20" 1'-9 5/8" 2'-4" 2'-8" 2'-10" 4" 4" 4" 6" 1/4" 1/8" 2" (1) (2) (3) (4) (6) (7) (8) (9) (10) (5) BASE CABINET 12 SCALE: 1"=1'-0" 2" (11) KEYNOTES: 1. COUNTERTOP & SPLASH (WHERE OCCURS): 3/4" PLYWOOD WITH QUARTZ QA-1 WITH RADIUS EDGE. 2. DRAWER BOX: 1/2" PLYWOOD SIDES, 1/4" PLYWOOD BOTTOM W/ MAPLE VENEER. DRAWER SLIDES: ACCURIDE #2132 SLIDE 20" LONG. 3. DRAWER FRONT: 3/4" PLYWOOD WITH MAPLE VENEER AND STAIN WD-1. 4. PULL: AMEROCK "RIVA"; 6-5/16in (160mm) CNTER-TO-CENTER PULL IN SATIN NICKEL. 5. BACK: 1/4" PLYWOOD STAINED TO MATCH. 6. DOOR: 3/4" PLYWOOD AT WITH MAPLE VENEER ALL SIDES AND STAIN WD-1. 7. ADJUSTABLE SHELF: 3/4" PLYWOOD WITH MAPLE VENEER AND STAIN WD-1 ALL EXPOSED SIDES. 8. CASE: 3/4" PLYWOOD AT INTERIOR WITH MAPLE VENEER AND STAIN WD-1. 9. HINGE: BLUM #77M5580 (125° SELF-CLOSING FULL OVERLAY) BASE PLATE #175L8100. 10. TOEKICK: 3/4" PLYWOOD WITH STAINED MAPLE VENEER. 11. REF. INTERIOR ELEVATIONS FOR WHERE BACKSPLASH OCCURS. ATTENDANT SHELTER KEYNOTES: # 1. MANUFACTURED STONE VENEER FINISH. REFERENCE DETAILS, SPECIFICATIONS FOR MORE INFORMATION. 2. EIFS WALL FINISH. PAINT FINISH AS INDICATED. REFERENCE FLOOR PLAN, DETAILS, SPECIFICATIONS FOR MORE INFORMATION. 3. HSS 4 x 4 STEEL COLUMN REFERENCE STRUCTURAL PLANS. 4. ALUMINUM STOREFRONT WINDOW SYSTEM TYP. REFERENCE ELEVATIONS FOR ADDITIONAL INFORMATION. 5. PRE-FINISHED 24GA STANDING SEAM METAL ROOF OVER B-DECK PER ROOF PLAN / DETAILS. 6. PRE-FINISHED METAL DRIP EDGE / CLOSURE PER METAL ROOF MANUFACTURER. 7. CONCRETE SLAB AND FOUNDATION PER STRUCTURAL PLANS. 8. CEILING RECESSED AC UNIT. REFERENCE MECHANICAL, ELECTRICAL PLANS FOR MORE INFORMATION. COORDINATE MANUFACTURER'S REQUIREMENTS PRIOR TO ROUGH-IN AND INSTALLATION. 9. EXTRUTECH CEILING AND WALL PANEL OVER 1/2" CDX. 10. SURFACE MOUNTED LIGHT PER ELECTRICAL PLANS. 11. STOREFRONT DOOR WITH SURFACE MOUNTED OVERHEAD CLOSER AND FULL MORTISED LOCK AND HANDLE SET PER BUILDING STANDARDS. 12. MELAMINE CABINET W/ DRAWERS. 13. HSS 4 x 4 STEEL BEAM REFERENCE STRUCTURAL PLANS. 14. 2'-0" DEEP SOLID SURFACE COUNTERTOP, QA-1, OVER BASE CABINET. PROVIDE BLOCKING IN WALL. REFERENCE SIMILAR DETAIL 12/AH1.0. 15. 3 5/8" 18GA. METAL FRAMING @ 24" O.C. MIN.. PROVIDE R15 MIN. HIGH DENSITY BATT INSULATION. 16. IN-WALL OUTLET, SWITCH AND DATA. REFER TO ELECTRICAL PLANS. 17. CORE DRILL 2" DIA. ACCESS HOLES IN COUNTERTOP. 18. DEPRESSED CONCRETE SLAB. REFERENCE STRUCTURAL PLANS FOR MORE INFORMATION. 19. OUTDOOR UNIT. REFERENCE MECHANICAL, ELECTRICAL PLANS. COORDINATE MANUFACTURER'S REQUIREMENTS PRIOR TO ROUGH-IN AND INSTALLATION. NOTE: FOR GENERAL STRUCTURAL NOTES, SHOP DRAWINGS, AND SPECIAL INSPECTION REQUIREMENTS, REFERENCE BUILDING PLANS IN THIS DRAWING SET. AH1.0 Project Date Scale Sheet 18080 09.03.21 Noted Revisions Expires 05.31.22 711 East 9th Streete Tucson, Arizona 85719 520.903.2323 phone www.a23studios.com NOTE: THESE DOCUMENTS ESTABLISH THE GENERAL STANDARDS OF QUALITY AND DETAIL FOR DEVELOPING A NEGOTIATED CONSTRUCTION CONTRACT. Mister Car Wash Size, Climate Street address City, State Zip ATTENDANT SHELTER PLANS AND DETAILS SCALE 3/8"=1'-0" FLOOR PLAN 1 ELEVATION 8 SCALE 3/8"=1'-0" ELEVATION 7 SCALE 3/8"=1'-0" ELEVATION 5 SCALE 3/8"=1'-0" ELEVATION 6 SCALE 3/8"=1'-0" SCALE 3/8"=1'-0" RCP 2 SECTION 3 SCALE 3/8"=1'-0" SECTION 4 SCALE 3/8"=1'-0" 12/16/21 A-2021-0219 CANOPY DEFLECTION. 12. STEEL CANOPY DECK BY OTHERS. 1'-8" (3) 4'-0" 12'-0" (V.I.F.) CANOPY PIER SECTION 5 N.T.S. AC1.0 6 AC1.0 7 AC1.0 8 (12) (11) (9) (10) (8) (7) (7) (6) (6) (5) (4) (2) (1) SOFFIT @ EIFS 8 3" = 1'-0" KEYNOTES 1. WATERPROOF MEMBRANE. 2. PLYWOOD SHEATHING. 3. PRESSURE TREATED 2X WOOD BLOCKING. 4. PRESSURE TREATED SOFFIT FRAMING. 5. CONTINUOUS BACKER ROD AND SEALANT. 6. J-MOLD PER EIFS. MFR. 7. HAT CHANNEL. 8. METAL SOFFIT PANEL. 9. J-TRIM PER SOFFIT ASSEMBLY. 10. EIFS OVER 1" RIGID INSULATION. (1) (2) (3) (4) (5) (7) (8) (9) (6) (10) 7 3" = 1'-0" EIFS @ STON. VNR. 1/2" KEYNOTES 1. EIFS OVER 1" RIGID INSULATION. 2. WATERPROOF MEMBRANE. 3. PLYWOOD SHEATHING PER STRUCTURAL PLANS. 4. WOOD FRAMING PER WALL TYPE, STRUCTURAL PLANS. 5. SELF ADHERING MEMBRANE FLASHING. 6. WEEP SCREED PER EIFS MFR. 7. 24GA. BRAKE METAL FLASHING W/ HEMMED DRIP EDGE FULLY SET IN SEALANT. 8. CONTINUOUS SEALANT JOINT. 9. THIN STONE VENEER OVER THIN SET MORTAR AND METAL LATH PER MFR.. (2) (1) (5) (6) (7) (9) (8) (3) (4) FRAME WALL BASE @ STONE. 6 3" = 1'-0" KEYNOTES 1. STONE VENEER OVER METAL LATH PER STONE VENEER MFR. 2. PLYWOOD SHEATHING PER STRUCTURAL PLANS. 3. WATERPROOF MEMBRANE. 4. SELF ADHERING FLASHING MEMBRANE. 5. WEEP SCREED FULLY SET IN SEALANT. 6. HARDSCAPE PER CIVIL PLANS. 7. CONCRETE STEM WALL PER STRUCTURAL PLANS. 8. FIBROUS EXPANSION JOINT 9. METAL FRAMING PER WALL TYPE, STRUCTURAL PLANS. (2) (3) (4) 2" MIN. @ HARDSCAPE. 4" MIN. @ GRADE (5) (6) (8) (7) (9) (1) CANOPY PLAN AND ELEVATION KEYNOTES: 1. CANOPY COLUMN (TYP.) SEE DETAIL 5/AC1.0 2. STEEL CANOPY ABOVE. 3. POS ISLANDS AND STATIONS PER MANUFACTURER. 4. CONCRETE CURB PER CIVIL PLANS. 5. CIVIL PLANS TO TIE DRAINS INTO STORM/SEWER IF POSSIBLE. 6. ATTENDANT HUT. 7. CONCRETE SIDEWALK. REFER TO CIVIL PLANS. 8. NOT USED. 9. 3" SCHEDULE 40 PVC ROOF DRAIN MAIN THROUGH STEEL TUBE COLUMN AND CONNECT TO SEWER PER CIVIL PLANS. LOCATION SHOWN FOR REFERENCE ONLY. EXACT LOCATION PER CANOPY MFR. 10. 2"X4" OVERFLOW SCUPPER PER CANOPY MFR. TYP. OF (6) / (3) EACH FRONT AND REAR ELEVATION. 11. J-BOX FOR GREEN INDICATOR LIGHTS FOR EACH LANE. REFER TO ELECTRICAL PLANS. 12. PERIMETER GUTTER PER CANOPY MANUFACTURER. 13. METAL SOFFIT PANEL PER CANOPY MANUFACTURER. 14. LED LIGHT PER OWNER. REFERENCE ELECTRICAL PLAN FOR MORE INFORMATION. 15. DEPRESSED CURB AT STEP. 16. MAIN BUILDING. REFER TO SITE PLAN. # 4'-6" 4'-6" 11" 1'-6" 2'-6" 6'-0" 1'-3" 7'-7" 3'-0" 6'-11" 17'-6" 9'-6" 1'-6" 2'-0" 1'-6" 1'-2" 5 1/2" KEYNOTES: 1. GATE AND GATE ARM. PROVIDE (1) 3/4" STUBOUT, (1) 3/4" COMMUNICATIONS STUBOUT FOR GATE EQUIPMENT, DATA, AND POWER FED TRHOUGH POS J-BOX. 2. PROVIDE (1)2" SCHED. 40 FROM MECH. ROOM TO EACH ISLAND FOR BUG JUICE. 3. PEGASUS POS, BASE PLATE W/(3) CHASEWAYS: PROVIDE (2) 1" SCHED. 40 FOR DATA HOMERUNS, (1) 1" STUBOUT FOR POWER TO EA. POS AND ROUTE TO IT ROOM. 4. NOT USED. 5. 2'X6' GATE LOOP W/MIN. 4 WIRE TURNS. PROVIDE (1) 3/4" SCHED. 40 FROM GATE OPERATOR TO GATE LOOP. 6. CONCRETE TO HAVE MEDIUM BROOM/NON SKID FINISH, TYP. 7. (1) 3/4” SCHED. 40 CONDUIT FROM POS TO FUTURE MENU SIGN FOR POWER. NOTE: INSTALL RECESSED SINGLE GANG WEATHERPROOF BOX FLUSH WITH CONCRETE FOR CONDUIT. 8. OPTIONAL ARCH MOUNTED RFID READER. PROVIDE (1) 3/4" STUBOUT FOR RFDI READER , DATA AND POWER FED THROUGH POS J-BOX. 9. CONDUIT PATH OF TRAVEL. 10. PROVIDE (1) 3/4" PVC BETWEEN EA. POS UNIT. 11. DEPRESSED CURB AT STEP. (5) (3) (8) (6) (7) PATH OF TRAVEL (10) (2) (1) (9) 1'-7" 9'-6" 2'-8" 1'-7" 15" 9.5" 15" 1'-11" 11" 6'-0" 1'-3" 1'-6" 2'-0" 1'-3" PATH OF TRAVEL (10) (2) (1) (3) (7) (8) ℄ 1'-3" 1'-10" 1'-5" REFERENCE ENLARGED CANOPY PLAN 3'-0" 1'-2" 2'-1" (9) (11) ℄ 6" 1'-9" 2'-0" 3'-10" 10'-4" 3'-10" AC1.0 Project Date Scale Sheet 18080 09.03.21 Noted Revisions Expires 05.31.22 711 East 9th Streete Tucson, Arizona 85719 520.903.2323 phone www.a23studios.com NOTE: THESE DOCUMENTS ESTABLISH THE GENERAL STANDARDS OF QUALITY AND DETAIL FOR DEVELOPING A NEGOTIATED CONSTRUCTION CONTRACT. Mister Car Wash Size, Climate Street address City, State Zip ENLARGED CANOPY PLAN SCALE 1/4"=1'-0" NORTH CANOPY ELEVATION 1 4 2 3 4 1 10 4 ENLARGED POS ISLAND PLAN SCALE 1/2"=1'-0" 1 3 4 TYP. 4 POS ISLANDS, CANOPY AND ATTENDANT SHELTER PLANS AND DETAILS 7 NOTE: VERIFY ALL PLUMBING/ELECTRICAL WITH OWNER, VENDOR PRIOR TO ROUGH-IN AND INSTALLATION. 3 3 TYP. 5 TYP. 2 9 TYP. 11 TYP. ENLARGED CANOPY RCP PLAN SCALE 1/4"=1'-0" NORTH 1 4 12 2 4 13 14 SCALE 1/4"=1'-0" TYP. TYP. 15 6 16 12/16/21 A-2021-0219