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HomeMy WebLinkAbout5380-FLSQ17-v19.1 - Sheet - A10 - TRASH COMPOUNDTS 1" x 1" FIXED STOPS STITCH-WELDED TO FRAME PAD LOCKABLE CANE BOLT ON EACH GATE LEAF, ATTACHED TO FRAME TS 1" x 1" FIXED STOPS. STITCH-WELDED TO FRAME 1" x 6" CPVC SLATS SCREWED TO FIXED STOPS WELDED LATCH ASSEMBLY NOTE:ALL METAL TO BE HOT DIPPED GALVANIZED AND PAINTED WHITE, PER SPECS. EXTERIOR INTERIOR TS 4" x 2" x 3/16" MITERED AND WELDED AT CORNERS 3' - 0"1" I.D. PIPE WELDED TO GATE (TYP. OF 3)STEEL BARS (PAINTED) WITH 3/8" DIA. HOLES FOR PADLOCK 5/8" DIA. x 1'- 6" (MIN) LONG STAINLESS STEEL CANE BOLT WITH HANDLE WASHER STOP STL. GATE FRAME 3/4" STAINLESS STEEL ROD STEEL HANGER PAINTED) FOR CANE BOLT IN RETRACTED POSITION STEEL BARS PAINTED) WITH 3/8" DIA. HOLES FOR PADLOCK WITH CANE BOLT IN DOWN POSITION ( TYP. FOR EACH CANE BOLT) STAINLESS STEEL GUIDES 5"4" CANE BOLT RECEIVER SLEEVE TYP.) 19 A10 A10 25 A10 20 TYP TS 4"x2"x3/ 16"TYP. GATE FRAME ALL ITEMS TO BE SHOP FABRICATED. ALL WELDS GROUND SMOOTH TYP.3/16 CAPS AT TOP OF GATE POSTS TS 4" PAINTED STEEL POSTS 3' - 3"3' - 3" HINGE GATE HINGE 1X6 WHITE CPVC SMOOTH FINISH SLATS WITH 1/4" SPACING METAL FRAMES, HINGES AND POSTS HOT DIPPED GALVANIZED & PAINTED WHITE PER SPECS CONC. FOOTING RE: STRUCTURAL SEE PLAN 5"8' - 1 1/2" 8' - 6 1/ 2" T. O. MASONRY 8' - 8"T. O. SILL 3' - 0"TO FLOOR SLAB 0' -0"LIGHT A10 11 TYP WRAP FINISHES AROUND FACE OF CMU (TYP.)4" X 2" O. D. TS GATE ASSEMBLY. FULLY WELDED TO SEAL INTERIOR OF TUBING. ALL EXPOSED ENDS MUST BE CAPPED AND GROUND SMOOTH TOP VIEW SIDE VIEW HEAVY- DUTY GATE HINGE. BY KING ARCHITECTURAL METALS, MODEL 44- 2100 ROLLER BEARING HINGE, FLAT MOUNT. BOTH SIDES GATE SIDE CONNECTION POST SIDE CONNECTION WELD HINGE AT ALL FOUR SIDES 7" FACE OF CMU4 1/4" 2 1/2" TS 4" X 4" X 3/8", TYP. GATE POSTS A10 17 A10 23 20' - 8"10' - 0"26' - 8" MPT TRASH UNIT TC3 A1012 CONTROL JOINTS, TYP.CONCRETE SLAB RE: STRUCTURAL G. C. TO PROVIDE " CAUTION" SIGNS AT DOOR AND GATES. VERIFY LOCATION. SEE DETAIL 6/A10 BOLLARD. VERIFY ADDITIONAL QUANTITIES AND LOCATIONS WITH SITE PLAN.POWER FROM BUILDING ELECTRICAL ROOM HYDRAULIC UNIT & SONOZAIRE BY TRASH COMPACTOR VENDOR COMPACTOR DISCONNECT SWITCH BY E.C. RE: ELECTRICAL LIGHT ( TYP.) RE: ELECTRICAL4' - 0" (M.O.) 1' - 4" A10 29 CANE BOLT RECEIVER SLEEVE, TYP.1' - 6" 8" 1' - 6"8"D5 RECESSED WALL HYDRANT 7"7" 12' - 4" 10" 12' - 4" 7" 6" 6" 15 A10 FACE OF CMU 9 A10 A1023 SIM.12' - 0" CLEAR 12' - 0" CLEAR A10 20 TYP 1 3 5 °1 3 5 °90°CANE BOLT RECEIVER SLEEVE, TYP. 11 D2 2 1 D2 4 5TRASH COMPOUND 21 SLOPE MIN. 1%CARDBOARD RECYCLING CONTAINER EPX2 LIGHT ( TYP.) RE: ELECTRICAL LIGHT (TYP.) RE: ELECTRICAL RE: FINISH SCHEDULE, A8 3/4" COLD WATER LINE. RUN UNDERGROUND TO WATER SERVICE ROOM AT BUILDING, USE BLACK POLY PEX PIPE. SEE SHEET P2 FOR CONTINUATION.SHED. SEE BELOW FOR SPECIFICATIONS AND NOTES. SHED SPECIFICATIONS MFR: SUPERIOR SHEDS, INC.MODEL: 10'-0" (WIDTH) X 8'- 0" ( DEPTH) VENTED SHED PLAN TRACKING # 33173-R1 (FBC 6TH EDITION - 2017) AGENCY PLAN #SS-B-180CR1 ( FBC 6TH EDITION - 2017)COLOR: WHITE NOTES: FURNISHED AND INSTALLED BY G. C. UNDER SEPARATE PERMIT 24" x 24" x 6" CONCRETE PAD. TYP.ANGLE STOPS SHALL BE SUPPLIED BY CARDBOARD RECYCLING CONTAINER MANUFACTURER, INSTALLED BY G. C. 135° 135°4' - 0" 2' - 9 1/2" 24" x 24" x 6"CONCRETE PAD. TYP.4' - 0"2' - 9 1/2"T.O. MASONRY 8' -8" T.O. SILL 3' - 0" TO FLOOR SLAB 0' -0"STU1 STN1 STN2 PVCT STN6 LIGHT EQ EQ SCJ REFER TO EXTERIOR FINISH SCHEDULE, SHEET A4 NOTE:1. SIGN FURNISHED BY WAWA, INSTALLED BY GC 2. POST AT ALL GATES AND DOORS FACINGTRAFFICLANESCAUTION Vehicular trafficonother side of door. Open door slowly SONOZAIRE UNIT ON/OFF SWITCH MPT-TRASH UNIT CONTROL UNIT 7' - 0" 4' - 0" 20- AMP WEATHERPROOF GFI DISC. SWITCH 8X12 NEMA 3R RACEWAY TO T.C. LT. FIXTURES2- 1/2" C. PWR TO ELEC. RM6"T.O. MASONRY 8' -8" T.O. SILL 3' - 0" TC3 TO FLOOR SLAB 0' - 0"15 A10 1' - 6" LIGHT EP1 STU1 STN1 STN2 PVCT STN6 REFER TO EXTERIOR FINISH SCHEDULE, SHEET A4DOOR & FRAME *1/ 2" MIN. @ PAVING 2" MIN. @ GRADE ADHERED MANUF. STONE VENEER INSTALL PER MFRS RECOMMENDATION MORTAR SETTING BED SCRATCH COAT CMU WALL - SPRAY W/ MORTAR ADHESIVE MATERIAL PRIOR TO SCRATCH COAT APPLICATION 8: CMU 5/ 8" STUCCO FINISH SYSTEM CONT. PVC WEEP SCREED PRE-CAST ADHERED MANUF. STONE WATERTABLE / SILL SIMPSON A-21 OR MIN. 22 GA. CONT. MTL SUPPORT BRACKET W/ HOLDING CAPACITY 5 LBS/LF MORTAR SETTING BED ADHERED MANUF. STONE VENEER INSTALL PER MANUFACTURERS RECOMMENDATIONS SCRATCH COAT CMU WALL - SPRAY W/ MORTAR ADHESIVE MATERIAL PRIOR TO SCRATCH COAT APPLICATION CONT. METAL FLASHING WITH DRIP EDGE SET IN A BED OF SEALANT T. O. SILL 3' -0" 8" CMU WALL PRE-CAST CONCRETE WALL CAP BY ITALIAN STONE, COLOR: WHITE EXTERIOR CMU LINTEL CONTINUOUS SEALANT @ HEAD AND JAMBS BOTH SIDES) GROUT FILLED DOOR AND FRAME RE: DOOR SCHEDULE 8'- 8" A. F.F.SEALANT 8" CMU BOND BEAM 10 1/ 2" 4" 3" DRIP EDGE FLASHING BOTH SIDES, THRU WALL SEALANT 8/4 X 8" CPVC TRIM, COLOR: WHITE 5/ 8" STUCCO FINISH SYSTEM CAULK JOINT DRIP EDGE FLASHING 2) # 8 BARS AND DOWEL HOLES. MIN. 2 PER SECTION)EPOXY FINISH RE: FINISH SCHED, A8 EPX1 A10 21 A10 15 A10 27 EPX1 PRE- CAST CONCRETE WALL CAP.MAX.8' - 8"TOPOFSILL3' - 0"EPOXY FINISH RE: FINISH SCHED, A8 SLAB RE: STRUCTURAL PRE-CAST ADHERED MANUFACTURED STONE WATERTABLE / SILL ADHERED MANUFACTURED STONE VENEER FOUNDATION RE: STRUCTURALFOOTING RE: STRUCTURAL 8" CMU WALL 5/8" STUCCO FINISH SYSTEM EPOXY FINISH: EPX2 RE: FINISH SCHED, A8 SIM.SHEET TITLEPROJECT NAMECHECKEDDRAWNDATEPROJECT NO.COPYRIGHT © - Allreports, plans, specifications, computer files, field data, notesand other documents are instruments of service prepared by: Cuhaci & Peterson, (C & P) as instruments of service remain thepropertyof C & P. C & P shall retain all common law, statutory and other reservedrights, including the copyright thereto. Any use or reproduction of this document without written permission from C & P is a violation of Federal copyright laws.CLIENT NAME4/17/2020 2:30:54 PMA10218071904-17- 2020S. GA.D.MTRASHCOMPOUNDORANGE AVE. & KINGS HWY, FT. PIERCE, FLWAWA FLSQ17 2019.01 STORE #5380-ORN04/ 17/2020WAWA260 WEST BALTIMORE PIKEWAWA, PENNSYLVANIA 190631" = 1'-0" A10 19 GATEDETAIL1" = 1'-0"A10 25 CANE BOLT & LATCH DETAIL 1/ 2" = 1'-0"A10 11 GATE ELEVATION 1/ 4" = 1'-0"A10 17 FRONT ELEVATION 3" = 1'-0"A10 20 HINGE DETAIL 1/4" = 1'-0" A10 8 TRASH COMPOUND FLOOR PLAN 1/4" = 1'-0"A10 23 REAR ELEVATION 3/ 4" = 1'-0"A10 6 SIGN AT