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535 Atlantic Blvd. Canopy Plans Gate Petroleumc c DECORATIVE PLAN SCALE: 1/8" = 1'-0" DRAIN LOCATION @ 14 EACH C1 F—I FOOTINGS (TYP. 14) C1 C1 C1 C1 5'-0" ROUND 6'-6" DEEP C2 C1 C1 S LC2TEs C2 C1 C1 to be for storage of materials and work 1 EACH J" GALVA. RIGID CONUIT CONCRETE - 145 PCF to CSLLC arrival must have had ample time to cure and be able to support IN COLUMNS #C2 FACING BUILDING the trucks, trailers, and cranes. 8. All permits and inspections are to be DECORATIVE BEAM ROOF LIVE LOAD = 20 PSF 3. Footings are to be stripped of all forms by G.C. prior to beginning of unless otherwise stated in CSLLC's signed & GUTTER ENCLOSURE CSLLC's installation. Verify placement of double nuts and washers for anchor FLAT ROOF SNOW LOAD = 0 PSF 5ASED ON GROUND SNOW LOAp= 0 P5F bolts, ensure the anchor bolts are free of any concrete or debris and coat g. Any changes to the dimensions or on BY CANOPY SUPPLIER Pe anchor bolts with oil P. No overhead electrical tq prevent rust. wires are to be in the clear installation areas. USI prior to fabrication. Any and all final dimensions and elevations of the WIND LOADS: 5. Provide (2) 120—volt electrical outlets within 10OLF of the clear building, foundations, and drainage must TYPICAL 7 PLACES WIDTH 10" Vult = 130 MPH installation area for use by CSLLC crews. CSLLC via fax prior to fabrication. Vnom= 101 MPH Risk Category II 1'-7 1/4" DEPTH IN BETWEEN COLUMNS I WRAP WITH 3M FILM LO CANOPY SPECIALIST N I O LO DECORATIVE PLAN SCALE: 1/8" = 1'-0" DRAIN LOCATION @ 14 EACH C1 F—I FOOTINGS (TYP. 14) C1 C1 C1 C1 5'-0" ROUND 6'-6" DEEP C2 C1 C1 S LC2TEs C2 C1 C1 to be for storage of materials and work 1 EACH J" GALVA. RIGID CONUIT CONCRETE - 145 PCF to CSLLC arrival must have had ample time to cure and be able to support IN COLUMNS #C2 FACING BUILDING 1 1'-7" 34'-0" 34'-0" 34'-0" 34'-0" 227'-2" CANOPY FOUNDATION PLAN grAI P 1 /R" = 1'—n" 34'-0" 34'-0" 11'-7" O CANOPY SIDE ELEVATION SCALE: 1/8" = 1'-0" 4" SCUPPERS 4 TYP. c 1 1'-7" _7�a'—n" 34'-0" 34'-0" 34'-0" 227'-2" 32" OLIVE 3M FILM ACM FASCIA CANOPY FAM I N G PLAN ..._ . . .off . . . — r -Ai vAte117Pn cTANnmir'; CFAM MANgApn PANFI In 34'-0" 34'-0" 1 1'-7" LATEST RISC SPECIFICATIONS. DESIGN, FA5RICATION AND ERECTION OF COLD FORMED STEEL SECTIONS SHALL CONFORM TO THE LATEST AISI SPECIFICATIONS. 2. STRUCTURAL MATERIALS: WIDE FLANGE SECTIONS - ASTM A992 OR A512 GRADE 50 (Fy = 50 KSI) ANGLES / CHANNELS - A5TM A36 (N = 36 KSI) HOLLOW STRUCTURAL SECTIONS (TUBE) - ASTM A500 GRADE 5 (N = 46 KSI) PIPE SECTIONS - ASTM A53, GRADE 5 (Fy = 35 KSI) PLATE - A5TM A36 (N = 36 KSI) ROOF DECK - ASTM A653, GRADE 50 (N = 50 KSI), GALVANIZED (Go60) WITH FULL COAT OF POLYESTER PAINT BAKED ON OVER AN EPDXY PRIMER. STEEL OUTRIGGER5 - ASTM A653 GR. CS (Fy = 25 KSI), GALVANIZED (G'BO) PER ASTM 924 STRUCTURAL BOLTS - ASTM A325 ANCHOR 5OLTS - ASTM F1554 GR. 36f ASTM A36± OR ASTM A30 -T MATERIAL (N = 36 i<51) BASED ON 101 MPH 3 SECOND GUST WIND SPEED EXPOSURE 'C" SCALE: 1/8" = 1'-0" 4. FIELD CONNECTIONS SHALL 5E BOLTED CONNECTIONS UNLE55 SPECIFIED ON DRAWINe)PEN STRUCTURE - NO INTERNAL PRESSURE y O , S ITP. Recti i[e rP e nts 5. ALL STRUCTURAL 5OLTED CONNECTIONS SHALL USE 45TM 4325 5OLTS. BOLTED IMPORTANCE FACTOR = 1.0 1. Clear area of 15'-0" or larger on each of our sides o struct e o be JOINTS SHALL 5E TIGHTENED TO SNUG TIGHT PER LATEST RCSC 5PEICIFICATiON. DEAD LOADS: installed. For steel installation, area is to be smooth and free of open 6. Clear area is to have compacted, stable base within 2" vertical height of 6. STRUCTURAL STEEL SHALL 5E SHOP COATED WITH A RED -OXIDE RUST INHI5ITIVE DECK / GUTTER / LIGHTS - 5 PSF trenches to allow for use of field trucks and cranes. finish slab of structure to allow for completion of installation. PRIMER FIELD TOUCH-UP, FINISH PAINTING=, AND MAINTENANCE SHALL BE THE FASCIA - 5 TO 15 PLF (PER DESIGN) 2. Entry area to site is to allow for tractor—trailer (Total length up to RESPON6151LITY OF THE OWNER (UNLESS OTHERWISE SPECIFIED). STRUCTURAL STEEL - SELF WT 80'-0") approach to installation area. Any concrete or asphalt poured prior 7. Poured concrete under canopy is to be for storage of materials and work 1. DESIGN LOADS PER 2014 5TH EDITION FLORIDA 5UILDING CODE WITH ASCE -1-10: CONCRETE - 145 PCF to CSLLC arrival must have had ample time to cure and be able to support space for CSLLC crews only. the trucks, trailers, and cranes. 8. All permits and inspections are to be arranged and obtained by others ROOF LIVE LOAD = 20 PSF 3. Footings are to be stripped of all forms by G.C. prior to beginning of unless otherwise stated in CSLLC's signed contract.. CSLLC's installation. Verify placement of double nuts and washers for anchor FLAT ROOF SNOW LOAD = 0 PSF 5ASED ON GROUND SNOW LOAp= 0 P5F bolts, ensure the anchor bolts are free of any concrete or debris and coat g. Any changes to the dimensions or on the drawings shall be reported to Pe anchor bolts with oil P. No overhead electrical tq prevent rust. wires are to be in the clear installation areas. USI prior to fabrication. Any and all final dimensions and elevations of the WIND LOADS: 5. Provide (2) 120—volt electrical outlets within 10OLF of the clear building, foundations, and drainage must be verified and reported back to Vult = 130 MPH installation area for use by CSLLC crews. CSLLC via fax prior to fabrication. Vnom= 101 MPH Risk Category II is ��0-��.NSE'-,meg• // 'w— 01F '4U e ea a �,�99F`��i®NPS; Hai e �q��aaaeana I N GALVANIZED INSTALLED STANDING SEAM ROOF PANEL OVER 30# FELT OVER 5/8" C.D.X. PLYWOOD. FASTEN PLYWOOD OVER U.S.I. SUPPLIED & INSTALLED OVER HAT CHANNEL W/ #10X14" PLTEK SCREW, 6"O.C. TOP & BOTTOM, AND 12" O.C. @ INTERIOR SUPPORTS. FASTEN HATS TO OUTRIGGERS W/ 2 EA. #10 TEKS,AND ONE PER INTERSECTION. STAGGER ALL PLYWOOD JOINTS. m 1'-0" 3" 5" 2% 12 1' '1 5 r ALL FASCIA OUTRIGGERS TO FASTEN TO DECK RIBS WITH #12 2 PER RIB AND FASTEN REAR OUTRIGGER LEG WITH 4" DIA. BOLTS. ALL MANSARD OUTRIGGERS TO FASTEN TO DECK RIBS WITH #'L4 TEKS AT EACH VERTICAL INTERSECTION WITH BOTTOM FRAME LEG AND FASREN REAR OUTRIGGER LEG WITH 4" DIA. BOLTS. ALL OUTRIGGERS ON 32 O.C. 'VC 90' ELBOW 5"x8" GUTTER' \ 2" 0-1/2" PVC REDUCER SCUPPER SECTION 4 NOT TO SCALE TOP PLATE LAYOUT 1/2"x11x18 (14 ea.) i� 5'-0" r FASTEN MANSARD OR TO BEAMS WITH 2 DECK CLIPS 0 SECTION 2 2 -' SCALE: 1"=V-0" 10"x10" COLUMN— BASE PLATE LAYOUT, SCALE: 1 "=V-0" —0" LATE 1/2 -X18 -X11 2" 0 CONT. < 1-3/ W/ # 10 TEK WHITE ACM FASCIA ON (4) SIDES w/#12 TEK 024" OC AT TOP AND #8 TEK ®24" OC AT BOTTOM STAGGER FASCIA AN[ C 1 1 /2"x3"x 1 1 /2"x 18ga w/3 #10 TEKS 10" WHITE ACM FASTEN[ ® TOP OF GUTTER ®24" OC SLOPED 20 GA. SMOOTH PANEL 10"X19 4"ON r OUTSIDE. WRAP WITH 3M FILM BY CANOPY -I SPECIALIST. aTTACHED WITH 1 #14 TEK @ 12" O.C. EACI-I SIDE. o OQ — : i °. ° Q d ° ° A d ° d A d d (fl N d d. ° °d Q °d a d Q • TOP OF PAVEMENT BY OT SQ. BASE PLATE SEE DETAILS ON BOTTOM LEFT OF THIS SHEET _*2" GROUT BY G.C. INSTALLING FOOTINGS*_ 1 1/4 )) Ox 42"x 6" HOOK ANCHOR BOLT W/2 LEVELING NUTS AND, WASHERS ON EACH (30 EMBED+12 THREAD) d Ad vd . ° .d d a ° A d ° d d a d ° d d d c ° c d' d 4 d d G d ° •• a' a #5 REBAR @ 5 O.C.E.W. MIN. 3 COVER L10" SECTION @ FALSE BEAM IMPORTANT CSLLC RESPONSIBLE FOR WATERPROOFING AT DECK CUTOUT. CREE CPY 250 - LED CREE CPY SERIES LED LIGHT TYPICAL LIGHT DETAIL SCALE: 1"=V-0" QFC/ C'DA GALV. HAT SECTIONS 2" WIDTH X 1" DEEP 16 GA FIXTURES FURNISHED & r — — MECHANICALLY INSTALLED BY RIGGER CANOPY SPECIALIST, LLC L --r T -- —i / 1 L=J _J 8" 8" ALL TYPICAL LIGHT DETAIL SCALE: 1"=V-0" QFC/ C'DA GALV. HAT SECTIONS 2" WIDTH X 1" DEEP 16 GA 1 8" HT. W/ 1 3/8' LEGS FASTEN ALL RIGGER CONNECTIONS WITH 2 EACH #10 TEKS OTHER OUTRIGGERPARTS TO BE 16 GA ANGLES H 1 8" AND 1 8" LEGS FASTEN ALL OUTRIGGER �NECTIONS WITH 2 EACH #10 TEKS OUTRIGGERS AT 32" O.C. KING 016" OC HITE EMBOSSED AT EACH DECK CLIPS AT ALL PANELS ®��ypytlYYli//y'r r`' AGK A. BAR jO�i , *: (*;LU pF � W !. .ze �i�0 � , FL OR���• ��` � 4$'A----- 4. Ss�oNP��e!`m STILLWATER TECHNOLOGIES INC. 203 HILLCREST STREET ORLANDO, FL 32801 FREDERICK A. BLECHA LICENSE # 50701 OCT 2 5 21111; DATE: f I REVISION DESCRIPTION JOYI canopq 5peclali5t ��c P.O. Box 5224 Plant City, Florida 33563 (813) 703-6844 SECTION VIEWS AT CANOPY 26'-0" x 227'-2" CANOPY w/14 COLUMNS JOB NAME AND LOCATION: Gate Petroleum ATLANTIC BLVD ATLANTIC BEACH, FL DATE: 10-20-16 PROJECT N0: 16-644 DRAWN BY: N.F. SHT NO. CS -2 CHECKED BY: 0 a TYP. DOWNSPOUT DIRECTION FROM STEEL COLUMN WATER VALVE ACCESS BOX f —HOSE BIBB \ AT COLUMN y '1 FUEL CANOPY REFLECTED CEILING PLAN �1�u SCALE: 1/16" = V-0" ACTUAL NORTH TYP. DOWNSPOUT TYP. DOWNSPOUT e DIRECTION FROM DIRECTION FROM STEEL COLUMN COLUMN ISTEEL DRAWING SHEET P1 FOR TYP. DOWNSPOUT FIRE EXTINGUISHER / 64 SEE EQUIPMENT STEEL COLUMN BOLLARDS \ u \ COLUMN FOOTINGS AT FUEL C? CANOPY AREA TO BE INSTALLED / \ \ Z M U ^[� BOLLARDS \ FIRE EXTINGUISHER SEE EQUIPMENT I64 p TYP. DOWNSPOUT I DIRECTION FROM Q_3 STEEL C LUMN U 12'-0" 34'-0" ,a I TYP. DOWNSPOUT DIRECTION FROM STEEL COLUMN WATER VALVE ACCESS BOX f —HOSE BIBB \ AT COLUMN y '1 FUEL CANOPY REFLECTED CEILING PLAN �1�u SCALE: 1/16" = V-0" ACTUAL NORTH TYP. DOWNSPOUT / LOCATION OF EMERGENCY DIRECTION FROM FUEL SHUT-OFF SWITCH - STEEL COLUMN REFER TO PETROLEUM 1 DRAWING SHEET P1 FOR TYP. DOWNSPOUT FIRE EXTINGUISHER / 64 SEE EQUIPMENT STEEL COLUMN O LoN L \ COLUMN FOOTINGS AT FUEL - CANOPY AREA TO BE INSTALLED / \ BY THE GENERAL CONTRACTOR Z M \ / LOCATION OF EMERGENCY FUEL SHUT-OFF SWITCH - Z REFER TO PETROLEUM 4� DRAWING SHEET P1 FOR TYP. DOWNSPOUT ADDITION INFORMATION DIRECTION FROM STEEL COLUMN 34'-0" ilk Q\ 1 J TYP. DOWNSPOUT DIRECTION FROM STEEL COLUMN — TYP. DOWNSPOUT TYP. DOWNSPOUT LOCATION OF EMERGENCY TYP. DOWNSPOUT DIRECTION FROM DIRECTION FROM FUEL SHUT-OFF SWITCH - DIRECTION FROM STEEL COLUMN STEEL COLUMN REFER TO PETROLEUM STEEL COLUMN DRAWING SHEET P1 FOR WATER VALVE ADDITION INFORMATION WATER VALVE ACCESS BOX / \ \� ACCESS BOX w,- �� v O HOSE BIBBEM& HOSE BIBB \ / AT COLUMN \ ✓ \ AT COLUMN O® 1 i®Q4 FIRE EXTINGUISHER \ / 64 SEE EQUIPMENT Nool TYP. DO NSPOUT TYP. DONSPOUT TYP. DOWNSPOUT DIRECTION FROM DIRECTI N FROM DIRECTI N FROM STEEL COLUMN STEEL C LUMN STEEL C LUMN — 34'-0" 11 34'-0" 34'-0„ 228'-0" A 6DFUEL CANOPY PLAN, SCALE: 1/8" = 1'-0" AI -1.4 ACTUAL _4Q[2TH NOTES: 1. PROJECT SHALL MEET THE REQUIREMENTS OF: 2014 FLORIDA FIRE PREVENTION CODE 5TH EDITION NFPA 30 2012 NFPA 30A 2012 2. EMERGENCY ELECTRICAL DISCONNECT LOCATIONS SHALL BE 20 FT AND NO FURTHER THEN 100 FT FROM FUEL DISPENSING DEVICES. SEE FUEL CANOPY PLAN FOR LOCATIONS 3. FIRE EXTINGUISHERS SHALL BE LOCATED PER NFPA 10. EXTINGUISHERS SHALL BE PROVIDED ACCORDING TO THE EXTRA (HIGH) HAZARD REQUIREMENTS FOR CLASS B HAZARDS, EXCEPT THAT MAXIMUM TRAVEL DISTANCE TO AN 80B: C EXTINGUISHER SHALL BE PERMITED TO BE 100 FT. TYP. DOWNSPOUT DIRECTION FROM I STEEL COLUMN FIRE EXTINGUISHER I 64 SEE EQUIPMENT \ v_n, / 6" DIA. BOLLARDS, TYP SEE DETAIL 6/AI-1.2 T=�® TYP. DO NNSPOUT — DIRECTI N FROM STEEL C LUMN 34'-0" L 12'-0" Z= o3: F J WZ _ Z E2 0¢.. O H U) ZD O� Z Z wZ0 <00 I B AI -1.4 00 N U) Ifl U Z m 4� o J QLLI �� i O LoN L J O N Z M U Q W m (B LJ p O J L.IJ LLU Q_3 U � CB LL mo i O C6 � C O 2! U u CD N M -� N O O m 0 X cu O � LL >� Q N /1 CDv W cn F�- U) Ifl -iia Z m o J QLLI �� a L J O m Z U Q W m LJ Q J H J L.IJ QZ Q_3 (� Q LL PROJECT NO. 14038 ISSUE DATE: OCT. 26, 2016 REVISIONS: 03-10-17 DRAWN BY: RDB — JKS AI -1.3 1 PERMIT DRAWING Ifl -iia QO i PROJECT NO. 14038 ISSUE DATE: OCT. 26, 2016 REVISIONS: 03-10-17 DRAWN BY: RDB — JKS AI -1.3 1 PERMIT DRAWING FASCIA - VINYL GFIAPHICS ON ACM oL +17'-6" MIN. CLEAR STEEL CANOPY COLUMN (PAINTED) TYPICAL STANDING SEAM METAL ROOF PANEL SYSTEM REVEAL - VINYL GRAPHICS ON ACM DECORATIVE BEAM ENCLOSURE AT EACH CANOPY COLUMN (VINYL GRAPHICS OVER ACM), TYPICAL OIL EL + 4.78' TOP OF ALL F CANOPY FOOTINGS 2 TYPICAL I-1. CANOPY FOOTING B CANOPY ELEVATION AI -1.4 SCALE: 1/8" = 1'-0" OPEN FRAMING (BEYOND) 6.6 ROOF PANEL LENGTH, TYP. +17'-6" MIN. CLEAR STEEL CANOPY COLUMN (PAINTED) TYPICAL STANDING SEAM METAL ROOF PANEL SYSTEM ON SELF ADHERING SHEET MEMBRANE OVER 5/8" P.T. PLYWOOD SHEATHING FASTENED TO METAL HAT CHANNELS OVER METAL TRUSS FRAMING MEMBERS (TRUSS DESIGN BY CANOPY CONTRACTOR) 1'-0" TYP. AROUND _17 - DECORATIVE BEAM ENCLOSURE AT EACH CANOPY COLUMN (VINYL GRAPHICS OVER ACM), TYPICAL EL + 4.78' TOP OF ALL CANOPY FOOTINGS 2 TYPICAL �— I-1.4 CANOPY FOOTING CANOPY SECTION AI -1.4 SCALE: 1/8" = 1'-0" VINYL GRAPHICS co iv INSTALLED ON ACM — M REVEAL - VI NY b GRAPHICS INSTALLED ON ACM 5" I __L 1 J F u J I u J IL - - J I- J L_ J CANOPY ELEVATION Al -1 -V SCALE: 1/8" = 1'-0" 1/2" FUEL CANOPY EDGE PROFILE SCALE: 3/4" = 1'-0" 14 7'-1" OUTSIDE 10" x 10" STEEL I I COLUMN, PAINT TYPICAL ARCHITECTS DISPENSERS w a NOT SHOWN FOR CLARITY EL VARIES TOP OF CONCRETE I ^U♦ W CANOPY DRAINI I FUEL SUMF4�11' SEE NOTE TOP OF BASE PLATE i CONCRETE FOOTING SEE NOTE BELOW o ANCHOR BOLTS • Q SEE NOTE BELOW ` ° REFER TO CANOPY ° DRAWINGS FOR°'. m FOOTING E REINFORCING O � 5-0" D IA. K 4 6" DIA. BOLLARD -PROVIDED 2 -1 . AND INSTALLED BY PETROLEUM CONTRACTOR (AT FUEL AREA ONLY) OIL EL +8.50' @ HIGH ELEV. EL +7.78' @ LOWEST ELEV. o Z co 2i �L EL + 4.78' 0 m Y TOP OF ALL CANOPY 0 LL FOOTINGS w �zz a;�Q LuW 10 (D � a Zw0 �::0z 00co0 LL 0 GRAVEL BED UNDER EACH CANOPY FOOTING DEPTH TO BE DETERMINED BY CANOPY MANUFACTURER NOTES: 1. CONCRETE FOOTING SHALL BE DESIGNED BY CANOPY CONTRACTOR AND INSTALLED BY GENERAL CONTRACTOR. SIGNED AND SEALED ENGINEERED PLANS FOR CANOPY STRUCTURE SHALL BE DESIGNED FOR THE WINDLOADS IN ACCORDANCE WITH LOCAL AUTHORITIES AND BUILDING CODES HAVING JURISDICTION SHALL BE PROVIDED AND SUBMITTED TO THE BUILDING DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ANY CONSTRUCTION WORK ASSOCIATED WITH THE CANOPY STRUCTURE. Z. ANCHOR BOLTS SUPPLIED BY CANOPY CONTRACTOR AND INSTALLED BYT GENERAL CONTRACTOR. G.C. SHALL APPLY MASTIC WATERPROOF COATING OVER CANOPY COLUMN BATE PLATE, ANCHOR BOLTS ANT BASE OF CANOPY COLUMN UP TO CONCRETE FINISH LEVEL. INSTALL EXPANSION JOINT MATERIAL AROUND STEEL COLUMN AND PIPE PROTECTION BOLLARDS AND FINISHED CONCRETE. 3. STEEL COLUMNS AND PVC DOWN SPOUTS SUPPLIED AND INSTALLED BY CANOPY CONTRACTOR. 4. PROVIDE A 6'-0" WIDE TRENCH FOR INSTALLATION OF FUEL LINES AND CONDUITS (CENTERED ON FUEL SUMP). i. ALL COORDINATION SHALL BE BY GENERAL CONTRACTOR. 13. ALL CONCRETE LOCATED WITHIN THE AREA UNDER FUEL AREA SHALL BE PUMPED. ALL VEHICULAR TRAFFIC WITHIN FUEL AREA CANOPY IS STRICTLY PROHIBITED. PRIOR TO PLACING ANY CONCRETE WITHIN FUEL AREA, CONTRACTOR MUST FIRST OBTAIN GROUND PREPARATION APPROVAL FROM THE OWNER. 0 TYPICAL CANOPY FOOTING SECTION SCALE: 1/4" = 1'-0" 0 z U Q Lu J U MINIMUM ZCANOPY T CLOSURE AT N (VINYL . TYPICAL VARIES EL + 4.78' 2 L J TOP OF ALL CANOPY FOOTINGS TYPICAL CANOPY FOOTING IL J FUEL CANOPY WARNING SIGNAGE: OWNER TO PROVIDE WARNING SIGNAGE AT EACH FUEL CANOPY COLUMN OWNER TO PROVIDE WARNING SIGNAGE INCORPORATING THE FOLLOWING OR EQUIVALENT WORDING: WARNING: IT IS UNLAWFUL AND DANGEROUS TO DISPENSE GASOLINE INTO UNAPPROVED CONTAINERS. * NO SMOKING " STOP MOTOR ° NO FILLING OF PORTABLE CONTAINERS IN OR ON VEHICLE. " PLACE CONTAINER ON GROUND BEFORE FILLING. DISCHARGE YOUR STATIC ELECTRICITY BEFORE FUELING BY TOUCHING A METAL SURFACE AWAY FROM NOZZLE. * DO NOT RE-ENTER YOUR VEHICLE WHILE GASOLINE IS PUMPING. * IF A FIRE STARTS, DO NOT REMOVE NOZZLE - BACK AWAY IMMEDIATELY. DO NOT ALLOW INDIVIDUALS UNDER LICENSED AGE TO USE THE PUMP. OPERATING SIGNAGE FOR UNATTENDED SELF-SERVICE MOTOR FUEL DISPENSING FACILITIES TO INCORPORATE THE FOLLOWING OR EQUIVALENT WORDING: EMERGENCY INSTRUCTIONS: IN CASE OF FIRE OR SPILL: (1) USE EMERGENCY STOP BUTTON. (2) REPORT ACCIDENT BY CALLING (SPECIFY LOCAL FIRE NUMBER). OE L +8'-5" A.F.F. FACE OF WALL FINISH ON EXTERIOR WALL PANEL P.T. 5/4" x 6" x 7'-0" L. WOOD BLOCKING IN -SET IN WALL PANEL FASTENED TO METAL WALL PANEL FOR AWNING FRAME ATTACHMENT (CENTERED ON DOOR OPENING) CONTINUOUS SEALANT AT TOP WRAP ACM OVER TOP OF FRAME vvrCNI-' MUM UNULK BOTTOM OF FRAME x 8'-4" OVERALL LENGTH NOTES: 1. AWNING PROVIDED BY FUEL CANOPY CONTRACTOR. 2. CANOPY CONTRACTOR TO COORDINATE ATTACHMENT REQUIREMENTS WITH GENERAL CONTRACTOR. EXTERIOR METAL AWNING SCALE: 3/4" = 1'-0" LIAR 1,4 X017 v/ ENBli ARCHITECTS w a cn ^U♦ W W i o Q N N M m cE -0 E /a/te v O � o U _ IY � U U � a° w� (B �yO W U L w _j J : _ Q -> � c a> Q 0 Y I- U U W Lu i= —�a W oN LoN EM ti Lm '� N 0 o 0 rn Zx 0 o � LL Q) Q r` rn U Q)N rn J W 0 rn W M� v/ w a W Z m o /a/te v Q _ IY Z 0 a° w� w H- w _j J : _ Q m Q I- U W W Lu i= —�a W i i..i F- J I— a� Z Q a 0 Z a U J W PROJECT NO. 14038 ISSUE DATE OCT. 26, 2016 REVISIONS : 03-10-17 DRAWN BY: RDB - JKS AI -1 .4 PERMIT DRAWING V W V V V V V W Y V V V V�V V V 4 V W�-V V V V V V VTV V V V W V V 4 o V SPECIFIC NOTES: N ELECTRICAL SITE PLAN SCALE: 1" = 30'-0" �1 EXISTING JEA (UTILITY) POWER POLE AND PRIMARY SERVICE RISER TO REMAIN. LOCATION SHOWN IS APPROXIMATE. CONFIRM EXACT LOCATION AND CONFIGURATION WITH UTILITY. O EXISTING 208Y/12OV, THREE PHASE, FOUR WIRE, DELTA:WYE, PAD—MOUNTED TRANSFORMER TO REMAIN. O COORDINATE WITH GENERAL CONTRACTOR TO PROVIDE CONCRETE BOLLARDS FOR TRANSFORMER PER UTILITY STANDARDS AND DETAIL 7 ON SHEET E9 (TYP). ® PROVIDE UNDERGROUND SECONDARY TO SERVICE EQUIPMENT PER POWER RISER DIAGRAM ON SHEET E8. O INSTALL OWNER FURNISHED SERVICE EQUIPMENT. SEE POWER RISER DIAGRAM ON SHEET E8 FOR MORE INFORMATION. © METER SOCKET SHALL BE INSTALLED ON WALL OF BUILDING NEXT TO SERVICE EQUIPMENT DESCRIBED ABOVE. CT'S WILL BE INSTALLED BY JEA. PROVIDE 1" CONDUIT AND PULLWIRE FROM METER SOCKET TO PHONEBOARD IN STORE. (� PROVIDE (2) 4" SCH. 40 PVC CONDUIT SLEEVES 24" BELOW FINISHED GRADE. EXTEND 3' BEYOND CURB, CAP, AND LABEL. DENOTE LOCATION ON AS—BUILTS RETURNED TO OWNER. (D SIGN CONNECTION. CONFIRM LOCATION. PROVIDE DISCONNECT AS REQUIRED. ALSO PROVIDE WEATHERPROOF DATA OUTLET AND 1" CONDUIT WITH PULLWIRE TO COUNT AREA (CONFIRM HOMERUN LOCATION). (D LED CANOPY LIGHT FIXTURE FURNISHED BY OWNER, INSTALLED BY CANOPY CONTRACTOR, AND WIRED BY ELECTRICAL CONTRACTOR. ROUTE THRU LIGHTING RELAYS IN INTEGRATED POWER CENTER. (10 PROVIDE 2—#8 AWG CONDUCTORS AND #8 GROUND IN A 3/4" CONDUIT TO INVERTER UNIT (CKT #2). 111 PROVIDE (2) 3" SCH 40 PVC CONDUITS FROM PROPERTY LINE TO PHONEBOARD FOR TELECOM. CONFIRM EXACT LOCATION AND ROUTING. 112 GLASS—BREAK OUTDOOR EMERGENCY FUEL SHUT—OFF TOGGLE SWITCH IN RED ENCLOSURE (CONFIRM LOCATION). SWITCH SHALL DISCONNECT POWER TO ALL DISPENSING EQUIPMENT, REMOTE PUMPS SERVING THE DISPENSING EQUIPMENT, AND ALL ASSOCIATED POWER, CONTROL AND SIGNAL CIRCUITS. MOUNT SWITCH AS REQUIRED BY AHJ. NOTE THAT ALL FUEL SHUT—OFF SWITCHES ON SITE SHALL BE INTERCONNECTED (TYP.). GENERAL NOTES: 1. ALL WORK ASSOCIATED WITH ELECTRIC SERVICE SHALL BE DONE IN ACCORDANCE WITH THE JEA RULES AND REGULATIONS FOR ELECTRIC SERVICE, LATEST EDITION. LOCATION AND CONFIGURATION OF ELECTRICAL SERVICE ARE TENTATIVE. CONTRACTOR SHALL CONTACT UTILITY COMPANY ENGINEER FOR SERVICE REQUIREMENTS PRIOR TO BID. IF REQUIREMENTS ARE DIFFERENT THAN WHAT IS SHOWN ON DRAWINGS, CONTACT MR. COSTA THEODORIDIS, JEA, (904-665-6734), BEFORE PURCHASING ANY MATERIALS AND TO COORDINATE ALL WORK. 2. ROUTING OF UNDERGROUND CONDUITS SHOWN IS INTENDED TO BE DIAGRAMMATIC. HAND DIG AND ROUTE CONDUIT AS NECESSARY TO AVOID STRUCTURES, TREES, UNDERGROUND UTILITIES, ETC. PROVIDE PULLBOXES AS NECESSARY AND/OR REQUIRED TO AID IN PULLING CONDUCTORS. 3. ELECTRICAL SITE PLAN IS FOR ORIENTATION PURPOSES ONLY. SEE CIVIL SITE PLAN FOR LOCATION OF STRUCTURES, CURBING, PAVED AREA, EXISTING UTILITIES, ETC. LOCATIONS SHOWN FOR EXTERIOR ELECTRICAL EQUIPMENT IS ONLY APPROXIMATE. CONFIRM EXACT LOCATION PER ARCHITECTURAL AND CIVIL PLANS. 4. AFTER CONSTRUCTION, RETURN SURROUNDING AREA, INCLUDING GRASS, CURBS, AND PAVEMENT TO ORIGINAL CONDITIONS. 5. IMPORTANT NOTE. THIS GATE STORE WILL UTILIZE VARIABLE SPEED FLOW CONTROLLERS (VFC'S) TO CONTROL THE FLOW OF FUEL. (CONFIRM REQUIREMENTS. NOTE THAT DIESEL SYSTEMS MAY NOT HAVE VFC.) PROVIDE ALL CONDUITS AND CABLING REQUIRED BETWEEN PUMPS AND VFC'S (LOCATED BY MAIN PANEL) FOR PUMP CONTROL, SENSING LINE PRESSURE, ETC. ALSO, PROVIDE ALL CONDUIT AND CABLING REQUIRED BETWEEN THE VFC'S AND THE DISPENSERS FOR HOOK SIGNAL, ETC. SEE VARIABLE SPEED FLOW CONTROLLER INSTALLATION GUIDE, LATEST REVISION, FROM MANUFACTURER FOR MORE INFORMATION. 6. PROVIDE LOW VOLTAGE SURGE SUPPRESSION AT BOTH ENDS FOR ALL LOW VOLTAGE COMMUNICATIONS, DATA, CONTROL AND SIGNAL CIRCUITS THAT LEAVE THE BUILDING. 7. PROVIDE MAGNETIC LOCATOR STRIP FOR ALL BURIED EXTERIOR CONDUITS. 13 INSTALL NEW OWNER FURNISHED 20' HIGH POLE AND LED LIGHT FIXTURE, AND PROVIDE WIRE AND CONDUIT BACK TO PANEL AS SHOWN. PROVIDE 10' X 1/2- ROUND GROUND ROD AND CONCRETE FOUNDATION AT POLE LOCATIONS. PROVIDE FOR 140 MPH CONTINUOUS WIND DESIGN. POLE SHALL BE PLACED 4' OFF CURB. PROVIDE (2) 20 AMP FUSES AT EACH POLE LOCATION (TYP.). 14 PROVIDE 2" CONDUIT AND PULLWIRE FROM PHONEBOARD TO DUMPSTER ENCLOSURE FOR SATELLITE EQUIPMENT. CONFIRM STUB—UP LOCATION WITH EQUIPMENT PROVIDER AND OWNER. 15 CCN CAMERA MOUNTED TO LIGHT POLE BY OTHERS. PROVIDE 1" CONDUIT WITH PULLWIRE FROM POLE BASE TO MAIN PHONEBOARD INSIDE STORE. CONFIRM CAMERA LOCATIONS AND REQUIREMENTS WITH OWNER AND CAMERA PROVIDER (TYP.). r—• Q o0IN I ENI r— v LL W I r- P-27,29°•� J MONUMENT SIGN L- 30/2/NF j (VIA LTG. CONTROLLER) lo$ SPECIFIC NOTES: N ELECTRICAL SITE PLAN SCALE: 1" = 30'-0" �1 EXISTING JEA (UTILITY) POWER POLE AND PRIMARY SERVICE RISER TO REMAIN. LOCATION SHOWN IS APPROXIMATE. CONFIRM EXACT LOCATION AND CONFIGURATION WITH UTILITY. O EXISTING 208Y/12OV, THREE PHASE, FOUR WIRE, DELTA:WYE, PAD—MOUNTED TRANSFORMER TO REMAIN. O COORDINATE WITH GENERAL CONTRACTOR TO PROVIDE CONCRETE BOLLARDS FOR TRANSFORMER PER UTILITY STANDARDS AND DETAIL 7 ON SHEET E9 (TYP). ® PROVIDE UNDERGROUND SECONDARY TO SERVICE EQUIPMENT PER POWER RISER DIAGRAM ON SHEET E8. O INSTALL OWNER FURNISHED SERVICE EQUIPMENT. SEE POWER RISER DIAGRAM ON SHEET E8 FOR MORE INFORMATION. © METER SOCKET SHALL BE INSTALLED ON WALL OF BUILDING NEXT TO SERVICE EQUIPMENT DESCRIBED ABOVE. CT'S WILL BE INSTALLED BY JEA. PROVIDE 1" CONDUIT AND PULLWIRE FROM METER SOCKET TO PHONEBOARD IN STORE. (� PROVIDE (2) 4" SCH. 40 PVC CONDUIT SLEEVES 24" BELOW FINISHED GRADE. EXTEND 3' BEYOND CURB, CAP, AND LABEL. DENOTE LOCATION ON AS—BUILTS RETURNED TO OWNER. (D SIGN CONNECTION. CONFIRM LOCATION. PROVIDE DISCONNECT AS REQUIRED. ALSO PROVIDE WEATHERPROOF DATA OUTLET AND 1" CONDUIT WITH PULLWIRE TO COUNT AREA (CONFIRM HOMERUN LOCATION). (D LED CANOPY LIGHT FIXTURE FURNISHED BY OWNER, INSTALLED BY CANOPY CONTRACTOR, AND WIRED BY ELECTRICAL CONTRACTOR. ROUTE THRU LIGHTING RELAYS IN INTEGRATED POWER CENTER. (10 PROVIDE 2—#8 AWG CONDUCTORS AND #8 GROUND IN A 3/4" CONDUIT TO INVERTER UNIT (CKT #2). 111 PROVIDE (2) 3" SCH 40 PVC CONDUITS FROM PROPERTY LINE TO PHONEBOARD FOR TELECOM. CONFIRM EXACT LOCATION AND ROUTING. 112 GLASS—BREAK OUTDOOR EMERGENCY FUEL SHUT—OFF TOGGLE SWITCH IN RED ENCLOSURE (CONFIRM LOCATION). SWITCH SHALL DISCONNECT POWER TO ALL DISPENSING EQUIPMENT, REMOTE PUMPS SERVING THE DISPENSING EQUIPMENT, AND ALL ASSOCIATED POWER, CONTROL AND SIGNAL CIRCUITS. MOUNT SWITCH AS REQUIRED BY AHJ. NOTE THAT ALL FUEL SHUT—OFF SWITCHES ON SITE SHALL BE INTERCONNECTED (TYP.). GENERAL NOTES: 1. ALL WORK ASSOCIATED WITH ELECTRIC SERVICE SHALL BE DONE IN ACCORDANCE WITH THE JEA RULES AND REGULATIONS FOR ELECTRIC SERVICE, LATEST EDITION. LOCATION AND CONFIGURATION OF ELECTRICAL SERVICE ARE TENTATIVE. CONTRACTOR SHALL CONTACT UTILITY COMPANY ENGINEER FOR SERVICE REQUIREMENTS PRIOR TO BID. IF REQUIREMENTS ARE DIFFERENT THAN WHAT IS SHOWN ON DRAWINGS, CONTACT MR. COSTA THEODORIDIS, JEA, (904-665-6734), BEFORE PURCHASING ANY MATERIALS AND TO COORDINATE ALL WORK. 2. ROUTING OF UNDERGROUND CONDUITS SHOWN IS INTENDED TO BE DIAGRAMMATIC. HAND DIG AND ROUTE CONDUIT AS NECESSARY TO AVOID STRUCTURES, TREES, UNDERGROUND UTILITIES, ETC. PROVIDE PULLBOXES AS NECESSARY AND/OR REQUIRED TO AID IN PULLING CONDUCTORS. 3. ELECTRICAL SITE PLAN IS FOR ORIENTATION PURPOSES ONLY. SEE CIVIL SITE PLAN FOR LOCATION OF STRUCTURES, CURBING, PAVED AREA, EXISTING UTILITIES, ETC. LOCATIONS SHOWN FOR EXTERIOR ELECTRICAL EQUIPMENT IS ONLY APPROXIMATE. CONFIRM EXACT LOCATION PER ARCHITECTURAL AND CIVIL PLANS. 4. AFTER CONSTRUCTION, RETURN SURROUNDING AREA, INCLUDING GRASS, CURBS, AND PAVEMENT TO ORIGINAL CONDITIONS. 5. IMPORTANT NOTE. THIS GATE STORE WILL UTILIZE VARIABLE SPEED FLOW CONTROLLERS (VFC'S) TO CONTROL THE FLOW OF FUEL. (CONFIRM REQUIREMENTS. NOTE THAT DIESEL SYSTEMS MAY NOT HAVE VFC.) PROVIDE ALL CONDUITS AND CABLING REQUIRED BETWEEN PUMPS AND VFC'S (LOCATED BY MAIN PANEL) FOR PUMP CONTROL, SENSING LINE PRESSURE, ETC. ALSO, PROVIDE ALL CONDUIT AND CABLING REQUIRED BETWEEN THE VFC'S AND THE DISPENSERS FOR HOOK SIGNAL, ETC. SEE VARIABLE SPEED FLOW CONTROLLER INSTALLATION GUIDE, LATEST REVISION, FROM MANUFACTURER FOR MORE INFORMATION. 6. PROVIDE LOW VOLTAGE SURGE SUPPRESSION AT BOTH ENDS FOR ALL LOW VOLTAGE COMMUNICATIONS, DATA, CONTROL AND SIGNAL CIRCUITS THAT LEAVE THE BUILDING. 7. PROVIDE MAGNETIC LOCATOR STRIP FOR ALL BURIED EXTERIOR CONDUITS. 13 INSTALL NEW OWNER FURNISHED 20' HIGH POLE AND LED LIGHT FIXTURE, AND PROVIDE WIRE AND CONDUIT BACK TO PANEL AS SHOWN. PROVIDE 10' X 1/2- ROUND GROUND ROD AND CONCRETE FOUNDATION AT POLE LOCATIONS. PROVIDE FOR 140 MPH CONTINUOUS WIND DESIGN. POLE SHALL BE PLACED 4' OFF CURB. PROVIDE (2) 20 AMP FUSES AT EACH POLE LOCATION (TYP.). 14 PROVIDE 2" CONDUIT AND PULLWIRE FROM PHONEBOARD TO DUMPSTER ENCLOSURE FOR SATELLITE EQUIPMENT. CONFIRM STUB—UP LOCATION WITH EQUIPMENT PROVIDER AND OWNER. 15 CCN CAMERA MOUNTED TO LIGHT POLE BY OTHERS. PROVIDE 1" CONDUIT WITH PULLWIRE FROM POLE BASE TO MAIN PHONEBOARD INSIDE STORE. CONFIRM CAMERA LOCATIONS AND REQUIREMENTS WITH OWNER AND CAMERA PROVIDER (TYP.). Q N ENI Cl pp d - W C O v LL W ..^^ un N J CCU mQ �..� Lu W U Lu F— 00 CL Z O c Cin I— 'ate � � O ARCHITECT �..%Q j�•� W Q J W cn v z 0 WCD� o U � � N M w (6 W o g � LL U L �' m �N, ;, cuW 1 U to CC O N co N ~_ L � � 0 =3N Wo t O o O X (6 � c rn > � d7 Q N M w W to "' Z Q M' Q LL W LU J CCU mQ �..� Lu W U Lu F— 00 CL Z O W Z Q �..%Q Q I—' W Q J W o31ogt�� DAVM W. 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