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DRAWINGSNew Minor Site Plan Modification for: 4010 Thor Drive Boynton Beach, Florida PROJECT TEAM: ARCHITECTURE: C.D. HAIR ARCHITECT 6726 REMINGTON PLACE LAKE WORTH, FLORIDA 33463 CONTACT: CHRIS HAIR PHONE: 561.302.8852 E-MAIL: CHRISTECT@AOL.COM SITE DATA: ZONING: M1 (LIGHT INDUSTRIAL) SITE AREA: 75,127 S.F. (1.72 ACRES) SITE PLAN Coe" Cm��mw 1%) L. WpOLBRt6F+T ROAD o W 2 %0 Avo Tome Twvs W 0U f+ N d PROJECT LOCATIONI h/ 0 LL ai •> 0) L— M C o ,� 00 C) � m V M NEIPMUM DRIVE - _ G- 00 FEB 12 20iaa r D_,A, `'Y d 4 G A ND ZONI O CEP % revision: ATLANTIC AVENUE VICINITY SKETCH NOT TO SGS V .00 ofloo �� °tr° PHpRD ° o ° AR16136 0 0 c ris air L. o W 2 %0 0U f+ Cd CdQ O 0 LL ai •> 0) L— M C o ,� 00 C) � m r New exterior fuel tanks form. 4010 Thor Drive Boynton Beach, Florida VI V NIT1r ETCH NOT TO 56,41.E BOT. OF SOFFIT PROJECT TEAM: SHEET INDEX: TOP OF CANOPY ARCHITECTURE: ARCHITECTURAL: VINYL CANOPY - COLOR: C.D. HAIR ARCHITECT GREEN 6726 REMINGTON PLACE T TITLE SHEET / SITE PLAN & DETAILS o a o LAKE WORTH, FLORIDA 33463 CONTACT: CHRIS HAIR PHONE: 561.302.8852 E-MAIL: CHRISTECT@AOL.COM FIRE PROTECTION: ENRIQUE URIBE, P.E. FLORIDA LICENSED FIRE PROTECTION ENGINEER LICENSE NO. 60964 3368 PERIMETER DR GREENACRES, FLORIDA 33467 CONTACT• ENRIQUE URIBE +0'-4" TOP OF CURB +O'-0" WEST SOUTH FUEL TANK, (TYP)- PAINTED GRADE RED I BOLLARD (TYP)- PAINTED a SAFETY YELLOW PHONE: 561.436.6949 FIRE PROTECTION: E-MAIL: FIREPROTECTIONCONSULTING@GMAIL.COM FP -1 FIRE PROTECTION DETAILS &NOTES _ c�4 a c� ELECTRICAL: BERLIN CONSULTING 4701 ROTHSCHILD DR. CORAL SPRINGS, FLORIDA 33067 CONTACT: JOE BERLIN PHONE: - 954.333.8560 E-MAIL: JOE@BERLINCONSULTINGINC.COM STRUCTURAL: JORGE NOVOA P.E. CONTACT: JORGE NOVOA PHONE: 954.449.5208 E-MAIL: JORGE_NOVOA1 @HOTMAIL.COM 5OLLAi¢O DETAIL 3/4" a 11..011 ROUND AND 5MOOTH OVERFLOW CONCRETE AS SHOWN WITH PAINTED FINISH 8" DIA. METAL PIPE FILLED WITH CONCRETE AND EPDXY PAINTED FINISH — PAINT SAFETY YELLOW GROUT NEW METAL PIPE AS SHOWN 6" CONCRETE SLAB to 26 to-om THOR DRIVE STREET ROLLING 61-1161-1 CHAIN LINK LOCKING GATE AT ENTRANCE TO PROPERTY --'� NEPTUNE DRIVE 91 TO 1"LAN III = 401-011 NORTH REFER TO SITE PLAN ON SHEET FP -1 FOR MORE INFORMATION aDASHED LINE INDICATES TENNIS COURT TYPE VISUAL SCREENING - ATTACH TO EXISTING CHAIN LINK FENCE AS REQUIRED FOR UNIFORM AND SECURE ATTACHMENT, FULL HEIGHT OF FENCE COLOR: DARK 6REEN-7 6' HIGH CHAIN LINK FENCE AROUND ENTIRE PERIMETER OF PROPERTY DIESEL FUEL TANK ' GASOLINE FUEL TAN DIESEL FUEL TANK a BOLLARD (TVP) - _ SEE RETS n115 SHEET EXISTING MASONRY / _ _-- 5 ILDING � b./ ,ved or >hk perms�;ajj D tl t fYUfifg�veL R /CORI�ECTW-FILS Copy / CANAL In revision: 02.18.15 I BLDG. DEPT. COMMENTS V C 0 W. 0 C C C Cd �0 OV 0 LL x °m N gc 0 z 0 OZ m GENERAL STRUCTURAL NOTES DESIGN CRITERIA D1 ALL WORK SHALL CONFORM TO AT LEAST THE MINIMUM STANDARDS OF THE FLORIDA BUILDING CODE, 2010 EDITION. D2 DESIGN LOADS PER FLORIDA BLDG. CODE, WIND DESIGN PER ASCE 7-10 V(ult.)=170 MPH EXPOSURE C RISK CATEGORY= II ENCLOSED BUILDING qh(ult.)=53.4 PSF qh(all.)=32.1 PSF Kd=0.85 D3 FOUNDATION DESIGN VALUES: 2500 PSF (ASSUMED) D4 TO THE BEST OF THE ENGINEER'S KNOWLEDGE. THE STRUCTURAL PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE LATEST EDITION. GENERAL G1 PREPARATION OF THE STRUCTURAL DOCUMENTS ASSUMES THE GENERAL CONTRACTOR HAS A MINIMUM OF 5 YEARS EXPERIENCE IN SIMILAR TYPE METHOD OF CONSTRUCTION. PRIOR TO START OF CONSTRUCTION, ANY NOTES OR DETAILS THAT ARE NOT FULLY UNDERSTOOD SHALL BE BROUGHT TO THE A/E FIRM IN WRITING FOR CLARIFICATION. G2 THE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE THAT DIMENSIONS ARE COORDINATED BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO FABRICATION OR START OF CONSTRUCTION. G3 THE GENERAL CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, THE WORK PERSONS, AND OTHER PEOPLE DURING CONSTRUCTION. HE SHALL SUPERVISE AND DIRECT THE WORK AND BE RESPONSIBLE FOR ALL CONSTRUCTION. G4 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN STRENGTH. SLAB ON GRADE SG1 COMPACT INTERIOR FILL TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557). SOIL COMPACTION SHALL BE FIELD CONTROLLEDD BY REPRESENTATIVE TECHNICIAN OF QUALIFIED LABORATORY. EACH LAYER OF FILL SHALL NOT EXCEED 12" THICK AND SHALL BE COMPACTED PRIOR TO PLACEMENT OF NEXT LAYER. SG2 MINIMUM PLACEMENT OF CONTROL JOINTS SHALL BE AS SET IN THE TABLE BELOW. SLAB THK IN LESS THAN 3 AGGREGATE SPACING FT 3/4" AND LARGER AGGREGATE SPACING FT SLUMP LESS THAN 4" SPACING FT 4 8 12 12 5 10 13 15 6 12 15 18 7 14 18 21 8 16 20 24 9 18 23 27 10 20 25 30 CONCRETE AND REINFORCING EMBED ENT iIN"3 f'c=3,000 si f'c=4,000 si C1 CONCRETE WORK SHALL CONFORM TO ACI CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08) 2 1/4- 4925 C2 ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH & PROPERTIES AS FOLLOWS: 3 1, 2" MAX. 9200 9000 SLUMP WATER/CMT FOUNDATIONS 3000 PSI 6f1" 0.54 SLAB ON GRADE 9200 5/8" BEAMS 4000 PSI 5t1" 0.54 C3 CONCRETE MIX DESIGN SUBMITTALS MUST INCLUDE THE AREA IN WHICH THE CONCRETE IS TO BE PLACED (e.g. FOUNDATIONS, SLAB—ON—GRADE, FILLED CELLS, COLUMNS, etc.. FAILURE TO DO SO WILL CAUSE DELAY AND/OR REJECTION OF SUBMITTALS. C4 REBARS SHALL CONFORM TO ASTM -615 GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. C5 MIMIMUM COVER FOR REINFORCING SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED. FOOTINGS 3" SLABS ON GRADE 1 1/2" FROM TOP BEAMS 1 1/2" (ON TIES) C6 SPLICES AND ANCHORAGE OF REINFORCING SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED. WELDED WIRE FABRIC 6" ALL OTHER 36 DIA. (12" MIN) C7 REINFORCEMENT IN WALLS, FOOTINGS AND BEAMS SHALL BE CONTINUOUS AND LAPPED AS SHOWN ON NOTE M11. HOOK AND LAP ALL CORNER AND INTERSECTING BARS. (SEE TYPICAL DETAILS) C8 TERMINATE ALL DISCONTINUED ELEVATED SLAB TOP BARS WITH A 180 DEGREE STANDARD HOOK UNLESS OTHERWISE NOTED. C9 CONTINUOUS TOP BARS SHALL BE SPLICED AT MIDSPAN. CONTINUOUS BOTTOM BARS SHALL BE SPLICED AT CENTER— LINE OF SUPPORTS (OR AS SHOWN ON TYPICAL DETAILS). STRUCTURAL STEEL SS1 STEEL WORK SHALL CONFORM TO THE AISC "SPECIFICATIONS" FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS", LATEST EDITION. SS2 STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B. SS3 STRUCTURAL WF SHAPES SHALL BE TO ASTM A572 Fy=50KSI, UNLESS NOTED OTHERWISE. ALL OTHER SHAPES SHALL BE A36. ALL STRUCTURAL STEEL SHALL BE DOMESTICALLY PRODUCED. SS4 ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF "THE STANDARD CODE FOR WELDING IN BUILDING CONSTRUCTION" OF THE AMERICAN WELDING SOCIETY. WELDING ELECTRODES SHALL BE E70XX—LOW HYDROGEN FOR SHIELD AND METAL ARC WELDING. SS5 SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS INCLUDING PROFILES, SIZES, SPACING AND LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOADS AND TOLERANCES. SS6 ALL WELDED CONN. SHALL BE 1/4" FILLET ALL AROUND, UNO. ALL BOLTED CONN. SHALL BE 3/4"4 A325 BOLTS, UNO. SS7 ALL STEEL EXPOSED TO WEATHER SHALL HAVE ZINC RICH PRIMER EXPANSION ANCHORS EA1. CARBON STEEL EXPANSION ANCHORS SHALL HAVE A ONE PIECE ANCHOR BODY WITH A LENGTH IDENTIFICATION CODE. THE ANCHORS SHALL HAVE AN EXPANSION MECHANISM WHICH CONSISTS OF A PAIR OF INTERLOCKING INDEPENDENT WEDGES. CARBON STEEL COMPONENTS SHALL BE PLATED ACCORDING TO ASTM SPECIFICATION B 633. EXPANSION ANCHORS MUST MEET THE DESCRIPTION IN FEDERAL SPECIFICATION FF—S-325 FOR CONCRETE EXPANSION ANCHORS. EA2.EXPANSION ANCHORS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS. EA3.EXPANSION ANCHORS SHALL HAVE A MINIMUM ULTIMATE TENSILE AND SHEAR LOADS (LBS) AS SHOWN IN SCHEDULE BELOW: DIA. EMBED ENT iIN"3 f'c=3,000 si f'c=4,000 si INSTALL TI N TORQUE kft/bs) TENSILE SHEAR TENSILE SHEAR 11-2-w 2 1/4- 4925 7360 5450 7360 65 3 1, 2" 8000 9200 9000 9200 ro 6' 8650 9200 9500 9200 5/8" 2 3 4 7000 11500 8000 11500 110 4 10670 14200 12350 14200 L O F- '- 7" 13000 14200 14000 14200 M 3 4 3 1/4" 8700 15500 10000 15500 235 4 3Z4" 15500 19200 18000 19200 8 18500 19200 22000 19200 1; 4 1 2 15200 28500 17500 30500 450 6'22500 34500 26500 34500 9" 28750 34500 32500 34500 #3 EPDXY DOWELS Q 24" O.C. 3/1 E TANK TANK STL. SUPPORT LEG (2)#3 CONT. '-- 6" S.O.G. CONC. CURB DETAIL SCALE: N.T.S. L4x4x1 /4"x0'-4" W/(1) 1/2"0 x 3 1/2" EXPANSION BOLTS TANK TO SLAB CONN. SCALE: N.T.S. SCALE: 1/2"=1'—O" 2 SECTION SCALE: 1/2"=V-0" revision: 5 2U15 ED -FIE COPY tG DIV1910 Q JORGE D. NOVOA, P.E. #75364 16261 AVOCADO WAY DELRAY BEACH, FL. 33484 (P)(954) 449-5208 EMAIL: jorge_novoa1Qhotmail.com COPYRIGHT U 2015 seal• \\ JORGE NOVOA P.E.47 364 0 C 0Lp C cd Q O L ro C Cd 70 0 EL8 _O LL - O �U _ Cl1 � CEI �m O8 L O F- '- C c o M •• no. 1.5111 principal:/ t NOVOA file name: date: 02-13-15 title: GENERAL NOTES FLOOR PLAN SPECIFIC NOTES AND SCOPE OF WORK GENERAL NOTES/SCOPE OF WORK 12. TANKS SHALL BE ANCHORED TO BE PROTECTED AGAINST POTENTIAL FLOTATION DUE TO ® DUCT SMOKE DETECTOR, SEE MECHANICAL FOR DETAILS. FLOODING, AS REQUIRED. 1. EXISTING TANKS TO BE INSTALLED IN COMPLIANCE WITH CURRENT CODES AND STANDARDS 13. PROPOSED TANK LOCATION SHALL NOT BE ABOVE UNDERGROUND UTIUTIES OR BENEATH UON AS FOLLOWS (INCLUDING BUT NOT LIMITED TO): 1POWER LINES. FACTORY MOUNTED DISCONNECT - 2011 FLORIDA FIRE PREVENTION CODE, SECTION 66.21 AND ALL OTHER RELATED, 14. TANKS SHALL BE PROTECTED AGAINST VANDALISM. PROPERTY IS FULLY FENCED AROUND. MWC INCLUDING ALL APPLICABLE SECTIONS FROM CHAPTER 42. 15. TANKS SHALL BE PROTECTED AGAINST ACCIDENTAL DAMAGE. PROVIDE BOLLARDS FOR EXISTING TO REMAIN - 2011 FLORIDA BUILDING CODE, SECTIONS 406.5, 414.6 AND ALL OTHER RELATED. PROTEC11ON OF TANKS AREA. RE - NFPA 30A 2009 EDITION. "MOTOR FUEL DISPENSING FACILITIES AND REPAIR 16. SINCE THE TANK BODY IS IN CONTACT WITH THE FOUNDATION, IT SHALL BE PROTECTED FROM EXTERNAL CORROSION USING CATHODIC CORROSION PROTECTION, TO PROVIDE ON CENTER GARAGES" - NFPA 30, 2009 EDITION "FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE", AS THE TANK WITH APPROPRIATE PROTECTION FROM LIGHTNING WITHOUT INTERFERENCE WITH THE 70C SMOKE DETECTOR CORROSION PROTECTION. NEW DEVICE OR FIXTURE REQUIRED BY NFPA 30A. R 17. IMPORTANT. TANKS SHALL PASS ALL REQUIRED TESTS INCLUDING PRESSURE TEST, PER NFPA TL -NEC 2008 EDITION. 30A. IN THE EVENT THAT THE TANKS FAIL TO PASS TESTS OR COMPLY, WITH CURRENT 2. SCOPE OF WORK INCLUDES INSTALLATION OF THREE (3) CODE COMPLIANT ABOVEGROUND REQUIREMENTS, IF PERFORMING REPAIRS OR MODIFYING THE TANKS, IS NEEDED, MANUFACTURER CL FUEL TANKS (500 GALLONS EACH) INSTALLED INSIDE A FENCED PROPERTY, REQUIRED FOR INTERVENTION MAY BE REQUIRED IN ORDER TO AVOID LOSING THE LISTING REQUIREMENTS. DO NOT Q DISPENSING THE FOLLOWING LIQUIDS: WELD, MODIFY OR PENETRATE THE TANK STRUCTURE IN ANY WAY WITHOUT THE WRITTEN co - MARATHON No. 2 ULTRA SULFUR DIESEL, UN/DOT No. NA 1993 (1 TANK) PERMISSION OF THE TANK MANUFACTURER. TANK REMOVAL AND RELOCATION REQUIRE CAREFUL r - CITGO GASOLINES, ALL GRADES UNLEADED. UN/DOT No. 1203 (2 TANKS) EMPTYING OF ALL THE LIQUIDS TO A SAFE PLACE BEFORE HANDLING TANK. 3. THIS PLAN SUMMARIZES ALL GENERAL REQUIREMETNS AS PER FFPC CHAPTER 42 INCLUDING 18, PROVIDE NFPA 704 SIGNAGE AS REQUIRED (SEE DETAILS THIS SHEET) IN A BUT NOT LIMITED TO ALL THE ITEMS IN SECTION 42.2.2.2.3. LOCA11ON IN WHICH IS CLEARLY VISIBLE. IDENTIFY THE LIQUIDS FOR EACH TANK. EXISTING "UN" 4. TANKS WERE ORIGINALLY INSTALLED AT ANOTHER FACILITY AND ARE BEING RELOCATED AND NUMBER IDENTIFICATIONS TO BE REPLACED WITH NEW LEGIBLE ONES. INSTALLED AT THIS NEW SITE. 19. PROVIDE AN AUTOMATIC CLOSING TYPE HOSE NOZZLE VALVE, LISTED IN ACCORDANCE WITH 5. THE THREE TANKS ARE LABELED AS "TESTED TO NFPA 30A-2000", AND FALL UNDER THE UL 842, WITH OR WITHOUT LATCH -OPEN DEVICE, ON ALL DISPENSING DEVICES USED TO DISPENSE DEFINITION OF NFPA 30A "FIRE-RESISTANT TANKS", AND THE PROVISIONS AS SET FORTH IN GASOLINE OR DIESEL i OLD& ....................................................... .................................................... ............................_._...._._.......... FFPC SECTION 42.3.4 20. REFER TO TITLE SHEET, ELECTRICAL AND STRUCTURAL PLANS FOR MORE DETAILS ON ALL 6. TANKS WERE MANUFACTURED IN ACCORDANCE WITH STEEL TANK INSTITUTE FLAMESHIELD REQUIRED WORK. STANDARD FOR ABOVEGROUND TANKS, AND COMPLY WITH SWRI 97-04. 21. TANK INSTALLATION, RELOCATION, REPAIR AND/OR MODIFICATION SHALL BE PERFORMED ONLY 7. TANKS ARE SECONDARY CONTAINMENT TYPE. PRESSURE DOES NOT EXCEED 2.5 PSI GAUGE BY A COMPETENT PERSON OR A TANK SPECIALIZED CONTRACTOR. WORK SHALL COMPLY WITH PRESSURE INSIDE PRIMARY OR SECONDARY TANKS. REQUIREMENTS SET FORTH ON FLORIDA ADMINISTRATIVE CODE 62-762.501. 8. ABOVEGROUND TANKS' PRIMARY AND SECONDARY CONTAINMENT (INNER AND OUTER WALLS) ARE MANUFACTURED IN ACCORDANCE AND LISTED BY UL 142 LISTING "STANDARD FOR SPECIFIC INSTALLATION NOTES STEEL ABOVEGROUND TANKS FOR FLAMMABLE AND COMBUSTIBLE LIQUIDS". 9. ALL TANKS TO BE PROVIDED AN INTEGRAL SECONDARY CONTAINMENT. SUCH SPACE SHALL BE PROVIDED ACCESS FOR INSTERSTITIAL LEAK DETEC11ON MONITORING, AS ALLOWED BY 1. THE NEW EPO BUTTON TO SHUT DOWN THE 3 FUEL PUMPS. NFPA 30, SEC11ON 22.11.4. NO EXTERIOR DIKING REQUIRED. HOWEVER, TANKS SHALL BE IN COMPLIANCE WITH ALL REQUIREMENTS FOR THE SECONDARY CONTAINMENT OF THIS SECTION 2. CONTRACTOR TO INSTALL EPO NO FURTHER THAN 100 FT AND NOT LESS OF THE CODE, INCLUDING BUT NOT LIMITED TO: THAN 20 FT FROM THE FUELING DISPENSERS AND TO COMPLY WITH NFPA -ALL PIPING CONNECTIONS TO THE TANK SHALL BE MADE ABOVE THE MAXIMUM 2203. LIQUID LEVEL, -MEANS SHALL BE PROVIDED TO PREVENT THE RELEASE OF LIQUID FROM THE TANK BY SIPHON FLOW. 3. SIGNS SHALL BE PROVIDED STATING :EMERGENCY FUEL SHUTOFF. SIGNS -TANK LEVEL 'AND LEAK DETECTION SHALL BE ACCESSIBLE FOR FUEL REFILLING SHALL BE PROVIDED IN APPROVED LOCATIONS. OPERATOR. -PROVIDE AUTOMATIC OVERFILLING PROTECTION BY SOUNDING AN ALARM WHEN THE LIQUID 4. WIRING CONNECTED TO THE TANKS SHALL COMPLY WITH NEC 70 LEVEL IN THE TANK REACHES 90 PERCENT OF CAPACITY, AND BY AUTOMATICALLY HAZARDOUS LOCATIONS AND SHALL BE EXPLOSION PROOF PER NEC CLASS 1 STOPPING DELIVERY OF LIQUID TO THE TANK WHEN THE LEVEL REACHES 95 PERCENT OF DIV, 1 AND ALL APPLICABLE CODES WHICH EVER IS MORE STRICTER. CAPACITY. -THESE PROVISIONS SHALL NOT RESTRICT OR INTERFERE WITH THE FUNCTIONING OF THE NORMAL OR EMERGENCY VENTING OF THE TANKS. 5. GROUNDING OF THE FUELING SYSTEM SHALL COMPLY WITH ALL LOCAL -MINIMUM SPACING BETWEEN ADJACENT TANKS IS 3 FT. CODES AS WELL AS NFPA 780 SECTION 6-4-1 FOR ABOVE GROUND TANKS. -PROVIDE EMERGENCY VENTING FOR THE SECONDARY CONTAINMENT. -TESTING OF INTEGRITY OF SECONDARY CONTAINMENT IS REQUIRED. IT SHALL WITHSTAND 6. CONDUCTOR CABLE MATERIALS SHALL BE PER NFPA 780, SECTION 3-1 THE HYDROSTATIC HEAD RESULTING FROM A LEAK FROM THE PRIMARY TANK OF THE AND TABLE 3-1-1(a) AND 3-1-1(b). MAXIMUM AMOUNT OF LIQUID THAT CAN BE STORED IN THE PRIMARY TANK. 7. GROUND RODS SHALL NOT BE LESS THAN 1/2" IN DIAMETER AND 8 FT LONG. GROUND ROD MATERIALS SHALL BE COMPLIANT WITH NFPA 780 3-13 GROUND TERMINAL. 8. GROUND ROD TERMINATION SHALL BE MADE IN ACCORDANCE WITH NFPA 780. OPERATING AND INSPECTING NOTES 1. DISPENSING HOSE SHALL BE MAXIMUM 18 FT LONG. PROVIDE A LISTED BREAKAWAY DEVICE DESIGNED TO RETAIN LIQUID ON BOTH SIDES OF THE BREAKAWAY. 2. PROVIDE A CONTROL THAT WILL PERMIT THE PUMP TO OPERATE ONLY WHEN A DISPENSING NOZZLE IS REMOVED FROM IS BRACKET OR NORMAL POSITION WITH RESPECT TO THE DISPENSING DEVICE AND THE SWITCH ON THIS DISPENSING DEVICE IS MANUALLY ACTUATED. 3. MARK LANES IN THE PROPERTY TO PROVIDE A MINIMUM DISTANCE OF 25 FT FROM THE TANKS, FOR THE DELIVERY TRUCKS. 4. MINIMIZE AND CONTROL SOURCES OF IGNITIONS (I.E. SMOKING MATERIALS, ETC) WITHIN 20 FT OF ANY SIDE OF THE TANKS. 5. PROVIDE A CLASS 80 B -C HAZARD EXTINGUISHER AS PER NFPA 10. 6. PROVIDE WARNING AND INSTRUCTION SIGNS CONSPICOUSLY POSTED WITH INSTRUCTIONS TO THE FUEL DELIVERY DRIVER AND ALL OTHER PRECAUTIONS INCLUDING BUT NOT LIMITED TO: -NO SMOKING -STOP MOTOR WHILE FUEUNG -NO FUELING PERMITTED IN NON APPROVED CONTAINERS -LOCATION OF EMERGENCY SHUTOFF -ETC. 7. HOUSEKEEPING: DISPENSING AREA SHALL BE KEPT FREE FROM DEBRIS OR ANY OTHER MATERIAL NOT NECESSARY TO THE PROPER OPERATION OF THE MOTOR FUEL DISPENSING SITE. 8. TANK OPERATOR SHALL BE RESPONSIBLE FOR KEEPING INVENTORY RECORDS OF ALL TANKS, OR ORDER TO AVOID AND CONTROL SPILLING OR POSSIBLE OVERFILLING DURING REFILLING. -9. REFILLING VEHICLE PROVISION OF 25 FT PROVIDED. SEE PLAN. 10. TANK FILLING SHALL NOT BEGIN UNTIL OPERATOR HAS DETERMINED THAT THE TANK HAS SUFFICIENT AVAILABLE CAPACITY. 11. OPERATOR IS REQUIRED TO COMPLY WITH ALL OTHER PROVISIONS AS SET FORTH IN FFPC CHAPER 42, SECTION 42.7. 12. CONTACT AHJ BEFORE PERFORMING INSPECTIONS OF THE PREMISES. 13. APPROVED TANK VEHICLES IN COMPLIANCE WITH NFPA 285 SHALL BE USED ONLY. 14. DISPENSING REFILLING HOSE SHALL NOT BE LONGER THAN 50 FT. 15. DISPENSING NOZZLE SHALL BE LISTED, AUTOMATIC CLOSING WITHOUT LATCHING. 16. NIGHTIME DELIVERIES SHALL ONLY BE ALLOWED IF ADEQUATE UGH11NG IS PROVIDED. 17. FLASHER LIGHT SHALL BE ON WHILE TANKER CAR IS DISPENSING. 18. EXPANSION SPACE AS PER NFPA 30A SHALL BE LEFT IN EACH FUEL TANK TO PREVENT OVERFLOW. ELECTRICAL INSTALLATIONS 1. PER NFPA 30A SECTION 8.3, OUTDOOR TANKS REQUIRE ELECTRICAL CLASSIFICA11ONS AS FOLLOWS: - CLASS I, GROUP D, DIVISION 2 UP TO 18 IN. ABOVE GRADE LEVEL WITHIN 20 FT HORIZONTALLY ON ANY EDGE OF ENCLOSURE. -DISPENSING DEVICE REQUIRES CLASS I, GROUP D, DIVISION 2 FOR THE AREA WITHIN THE DISPENSER ENCLOSURE AND ALL ELECTRICAL EQUIMENT INTEGRAL WITH THE DISPENSING HOSE OR NOZZLE, AN AREA 18 IN HORIZONTALLY IN ALL DIRECTIONS BEYOND THE ENCLOSURE AND EXTENDING TO GRADE, AND UP TO 18 IN ABOVE GRADE LEVEL WITHIN 20 FT HORIZONTALLY FROM A POINT VERTICALLY BELOW THE EDGE OF ANY DISPENSER ENCLOSURE. -DISPENSER FOR CLASS I LIQUIDS: CLASS 1, GROUP D, DIVISION 2 WITHIN 3 FT OF ANY FILL OR DISPENSING POINT EXTENDING IN ALL DIRECTIONS. 2. ELECTRICAL ENGINEER TO REVIEW ALL DEVICES AND APPROVE CLASS/DIVISION. 3. PROVIDE ON EMERGENCY SHUT OFF DEVICE OR ELECTRICAL DISCONNECT, INSTALLED NOT CLOSER THAN 20 FT, OR MORE THAN 100 FT FROM THE FUEL DISPENSING DEVICES THAT THEY SERVE. EMERGENCY SHUT OFF SHALL DISCONNECT POWER TO ALL DISPENSING DEVICES, AND ALL ASSOCIATED POWER, CONTROL AND SIGNAL CIRCUITS AND TO ALL OTHER ELECTRICAL EQUIPMENT IN THE HAZARDOUS LOCATIONS SURROUNDING THE FUEL DISPENSING DEVICES. RESETTING SHALL REQUIRE MANUAL INTERVENTION AT THE EMERGENCY SHUTOFF SWITCH 4. UNATTENDED MOTOR FUEL DISPENSING FACILITIES DEVICES OR DISCONNECTS, SHALL BE READILY ACCESSIBLE TO PATRONS AND AT LEAST ONE ADDITIONAL DEVICES OR DISCONNECT SHALL BE READILY ACCESSIBLE TO EACH GROUP OF DISPENSING DEVICES ON AN INDIVIDUAL ISLAND. ABBREVIATIONS / LEGEND +48" DENOTES HEIGHT ABOVE FINISHED FLOOR ® DUCT SMOKE DETECTOR, SEE MECHANICAL FOR DETAILS. GFCI GROUND FAULT CIRCUIT INTERRUPT WC WORKING CLEARANCE UON UNLESS OTHERWISE NOTED ® FACTORY MOUNTED DISCONNECT WP WEATHER PROOF ENCLOSURE MWC MINIMUM WORK CLEARANCE E EXISTING TO REMAIN OCP OVER CURRENT PROTECTION RE RELOCATE EXISTING OC ON CENTER D DEMO COMPLETE 70C SMOKE DETECTOR N NEW DEVICE OR FIXTURE NOT IN SCOPE OF WORK TL i TWIST LOCK 49� MOTORIZED DAMPER DS DIMMER SWITCH T/R I TEST, RESET & ANNUNCIATOR NF NON FUSED EPO I EPO BUTTON GENERAL ELECTRICAL SPECIFICATIONS 1. MATERIALS AND INSTALLATION, AS A MINIMUM, ARE TO CONFORM WITH THE ADOPTED EDITION OF THE NATIONAL ELECTRIC CODE NEC 2008, FBC 2011, FFPC 2011, AND LOCAL CODES, ORDINANCES, INCLUDING ALL AMENDMENTS TO THE N.E.C.. EQUIPMENT, WHERE APPLICABLE, WILL BE LISTED WITH THE UNDERWRITERS ,LABORATORIES, INC. QUALITY AND WORKMANSHIP ESTABLISHED BY DRAWINGS AND SPECIFICATIONS ARE NOT TO BE REDUCED BY THE ABOVE MENTIONED CODES. 2. TO THE BEST OF OUR KNOWLEDGE AND ABILITY THESE DRAWINGS REPRESENT AN ACCURATE PRESENTATION OF EXISTING CONDITIONS BASED UPON CAREFUL EVALUATION OF OBSERVED CONDITIONS TO THE EXTENT REASONABLY POSSIBLE. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND IMMEDIATELY NOTIFY ENGINEER WITH ANY DISCREPANCY. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK. THE SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED. 3. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST-CLASS WORKMANUKE MANNER. THE COMPLETED SYSTEM IS TO BE FULLY OPERABLE AND ACCEPTANCE OF THIS SYSTEM BY THE ENGINEER MUST BE A CONDITION OF THE SUB CONTRACT. 4. ALL WORK TO BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 5. CONTRACTOR TO GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE. 6. CORRECTION OF ANY DEFECTS TO BE COMPLETED WITHOUT ADDITIONAL CHARGE AND TO INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 7. ALL REQUIRED INSURANCE TO BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE FOR THE DURA11ON OF THE WORK. 8. CONTRACTOR TO PAY FOR ALL PERMITS, FEES INSPECTIONS AND TESTING. 9. ELECTRICAL INSTALLATION TO MEET ALL STANDARD REQUIREMENTS OF LOCAL POWER COMPANY. ELECTRICAL CONTRACTOR SHALL CONTACT LOCAL POWER COMPANY PRIOR TO START OF CONSTRUCTION.. 10. ALL WIRING SHALL BE IN CONDUIT UNLESS OTHERWISE NOTED, MINIMUM WIRE SIZE SHALL BE #12 AWG, EXCLUDING CONTROL WIRING. ALL CONDUCTORS SHALL BE COPPER WITH THWN/THHN INSULATION. 11. ALL UNDERGROUND RACEWAYS SHALL BE MINIMUM 3/4", GALVANIZED RIND STEEL CONDUIT OR SCHEDULE 40 PVC. ALL OTHER RACEWAYS TO COMPLY WITH GOVERNING CODES. WHERE RIGID STEEL IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST RESISTANT BITUMASTIC PAINT, COPPER NO. 50, AND THREADS SHALL BE COATED WITH ZINC CHROMATE. RIGID STEEL SHALL ALSO BE USED WHEN CONDUIT IS EXPOSED TO EXTERIOR ENVIRONMENT SUCH AS EXTERIOR OF BUILDING OR WHERE IT IS EXPOSED AND SUBJECT TO DAMAGE, INSIDE OF BUILDING. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS, AND BE OF SPECIAL CONSTRUCTION FOR OTHER CLASSIFIED AREAS SUCH AS FUELING PUMP DISCONNECTS ETC. 12. DISCONNECT SWITCHES SHALL BE H.P. RATED, GENERAL DUTY, QUICK -MAKE, QUICK -BREAK TYPE ENCLOSURES SHALL BE AS REQUIRED BY N.E.C. AND LOCATION (WEATHERPROOF, EXPLOSION PROOF, ETC.). ENGRAVED LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL DISCONNECT SWITCHES, CONTACTORS AND STARTERS. ALL DISCONNECTS AT FUELING STATION AREA TO BE APPROVED FOR THE USE IN THE AREA. EXPLOSION PROOF TYPICAL. 13. ALL FUSES FOR SAFETY SWITCHES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE THOSE MANUFACTURED BY EITHER BUSSMAN OR LIITL.EFUSE. THE CONTRACTOR SHALL FURNISH TO THE OWNER ONE SPARE FUSE FOR EACH SIZE AND TYPE OF FUSE INSTALLED. FUSES 600 AMPS OR LESS SHALL BE CLASS RK1, TYPICAL UNLESS OTHERWISE NOTED. FUSES OVER 600 AMPS SHALL BE CLASS L 14. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM, AND PROVIDE ALL NECESSARY DEVICES AND COMPONENTS FOR EQUIPMENT BE PLACED IN PROPER WORKING ORDER. 15. A SEPARATE, GREEN TYPE THWN COPPER GROUND CONDUCTOR SHALL BE RUN FROM GROUND LUG OF EACH GROUNDED RECEPTACLE TO AN APPROVED CONNECTION INSIDE THE ENCLOSING STEEL OUTLET BOX. DEVICE MOUNTING SCREWS SHALL NOT BE CONSIDERED AN APPROVED GROUND. A SEPARATE GROUND CONDUCTOR SHALL BE INSTALLED IN EVERY CONDUIT AND RACEWAY AND SECURELY BONDED IN AN APPROVED GROUNDING TERMINAL AT BOTH ENDS OF THE RUN. THE GROUNDING CONDUCTOR SHALL BE SIZED IN ACCORDANCE WITH TABLE 250-122 OF THE N.E.C. CONTRACTOR SHALL SIZE CONDUIT TO ACCOMMODATE ADDITIONAL CONDUCTOR. 16. LOAD DATA IS BASED ON INFORMATION GIVEN TO THE ENGINEER AT THE TIME OF DESIGN. VERIFY ALL EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING. 17. CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZES. THE CONTRACTOR IS TO PROVIDE CIRCUITS AND ROUTING OF CONDUITS TO SUIT JOB CONDITIONS. 18, FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING, AND CONNECTIONS ON AIR CONDITIONING SYSTEM AS SHOWN ON PLANS. 19. ALL FLUORESCENT LIGHT FIXTURES SHALL HAVE IN UNE FUSING AND ENERGY SAVING BALLASTS. (ONLY REQUIRED IN MIAMI DADE COUNTY) 20. ALL SWITCHGEAR, PANELS, STARTERS, CONTACTORS ETC., SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER, THE SYSTEM DESIGN IS BASED ON SQUARE "D HOWEVER, COMPARABLE EQUIPMENT WILL BE ACCEPTABLE. TANDEM AND HALF -SPACE CIRCUIT BREAKERS SHALL NOT BE USED. 21. PROVIDE IDENTIFICATION FOR ALL PANELS, CABINETS, ENCLOSURES, DISCONNECTS & TRANSFORMERS USING ENGRAVED NAMEPLATES, WHITE LETTERING ON A BLACK BACKGROUND. NAMEPLATES SHALL IDENTIFY PANEL DESIGNATION (NAME,) VOLTAGE, PHASE & WIRE CONFIGURATION. PROVIDE TYPEWRITTEN DIRECTORIES UNDER PLASTIC COVER FOR ALL PANEL BRANCH CIRCUITS, CLEARLY INDICATING AREA AND TYPE OF LOAD SERVED BY EACH BRANCH CKT PROTECTIVE DEVICE, INCLUDING SPARES. HAND PRINTED WILL NOT BE ACCEPTED. 22. ENGRAVED, LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL PANELS AND SWITCHGEAR. PLATES SHALL BE AFFIXED TO FRONT OF PANELS, INDICATING PANEL NAME, VOLTAGE AND AMPERAGE. 23. ALL UNDERGROUND PVC CONDUIT RUNS SHALL HAVE RIGID STEEL ELBOWS AND RIGID STEEL SEC11ONS AT SLAB PENETRATIONS WHERE SUBJECT TO POSSIBLE DAMAGE. WHERE RIGID STEEL IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST -RESISTANT BITUMASTIC PAINT, COPPER NO. 50, AND THREADS SHALL BE COATED WITH ZINC CHROMATE. 24. THE ELECTRICAL CONTRACTOR SHALL MEET AND COORDINATE WITH THE LOCAL POWER COMPANY AT THE SITE PRIOR TO CONSTRUCTION. AT THAT TIME, THE CONTRACTOR SHALL COORDINATE ALL RELATED WORK WITH THE UTILITY COMPANY'S RESPONSIBILITIES TO MEET THE OWNER'S SCHED. 25. ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY, EMT, IMC, RIGID GALVANIZED CONDUIT OR SCHEDULE 40 P.V.C. THERE SHALL BE NO TYPE 'NM' AND ELECTRICAL NON-METALLIC TUBING USED FOR BRANCH CIRCUITING. MAXIMUM NUMBER OF 120V CIRCUITS ALLOWED IN A COMMON CONDUIT SHALL BE SIX (6). "Me TYPE CABLE SHALL NOT BE USED AS HOME RUNS. THE CONTRACTOR SHALL STRICTLY CONFORM TO THE N.E.C. REQUIREMENTS OF DERATING FOR CONDUCTOR AMPACITY AND CONDUIT FILL 26. CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS: 208V SYSTEM 240V (HIGH LEM SYSTEM 480V SYSTEM PHASE SEQUENCE NEUTRAL - WHITE NEUTRAL - WHITE NEUTRAL - WHITE/STRIPE ABC, TOP TO BOTTOM PHASE A - BLACK PHASE A - BLACK PHASE A - BROWN LEFT TO RIGHT, PHASE B - RED PHASE B - ORANGE PHASE B - PURPLE FRONT TO BACK PHASE C - BLUE PHASE C - BLUE PHASE C - YELLOW GRD.CON - GREEN GRD.CON - GREEN GRD.CON - GREEN 27. CONTRACTOR SHALL BE RESPONSIBLE FOR SEALING ALL CONDUIT PENETRATIONS MADE THROUGH FIRE RATED WALLS, CEILINGS, SLABS, ETC. PENETRATION SEALS SHALL BE PER U.L ASSEMBLY. 28. CONTRACTOR SHALL MAINTAIN A COMPLETE SET OF CONTRACT DRAWINGS AT JOB SITE WITH COLORED MARKINGS INDICATING PROGRESS OF WORK. THIS SET OF CONTRACT DRAWINGS IS TO BE SEPARATE FROM AND IN ADDITION TO CONTRACTOR'S CONSTRUCTION SET. EVERY UNIT OF EQUIPMENT, DEVICE, CONDUIT AND WIRE IS TO MARKED WHEN INSTALLED. USE GREEN TO INDICATE INSTALLATION AS SHOWN ON DRAWINGS AND USE 6EQ TO INDICATE FIELD CHANGES. UPON COMPLETION OF WORK, THIS SET OF CONTRACT DRAWINGS IS TO BE TURNED OVER TO, AND BECOME PROPERTY OF THE ELECTRICAL ENGINEER. 29. IF ELECTRICAL CONTRACTOR HAS QUESTIONS, OR IN THEIR OPINION FINDS OMISSIONS OR ERRORS ON ELECTRICAL DOCUMENTS, IT IS THEIR RESPONSIBILITY TO BRING THIS TO THE ATTENTION OF THE ELECTRICAL ENGINEER IMMEDIATELY. IF ELECTRICAL CONTRACTOR PROCEEDS WITH AaY CHANGES TO THE CONTRACT DOCUMENTS, WITHOUT WRITTEN PRIOR APPROVAL FROM THE ELECTRICAL ENGINEER, CONTRACTOR WILL NOT BE COMPENSATED. ELECTRICAL SHEET INDEX seal: SHEET# DRAWING DESCRIPTION 4hris hair E-1.0 GENERAL ELECTRICAL SPECFICATIONS, NOTES AND SYMBOLS OF MY KNOWLEDGE, COMPLY WITH E-20 --------------------------- E-3.0 SITE PLAN -------------------------------------- PoSER PLAN 0 Project No. 15012 e CID 1. WITHIN 30 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION MALL BE PROVIDED TO THE BUILDING OWNER AS PER FBC 2010 505.7.4.1 2. AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER AS PER FBC 2010 505.7.4.2 I ACCEPTANCE NOTE I 1. 3% VOLTAGE DROP CALCULATED FOR EVERY BRANCH CIRCUIT SHOWS MAXIMUM DISTANCE ALLOWED FOR THE SPECIFIED WIRE SIZE BASED ON DESIGNED LOAD. 2. ALL CIRCUITS HAVE BEEN VERIFIED ON FLOOR PLANS BASED ON HORIZONTAL STRAIGHT RUNS WITH ADDITIONAL 30 FEET OF VERTICAL RUNS. ACTUAL DISTANCES FOR EVERY CIRCUIT RUN SHALL BE FIELD MEASURED BY THE ELECTRICAL CONTRACTOR. CONTRACTOR SHALL PROVIDE NEXT WIRE SIZE FOR RUNS OVER MAXIMUM DISTANCE SHOWN ON PANEL SCHEDULES. I VOLTAGE DROP CALCULATIONS NOTES 1. NOT ALL SYMBOLS MAY APPEAR ON PLANS. 2. IF THERE IS NO DESIGNATION NEXT TO FD(TURE OR DEVICE, THEN ASSUME IT IS NEW. IF NOT EXISTING, LOCATE IT AS SHOWN ON PLANS. 3. PROVIDE A DISCONNECTING MEANS FOR ALL DOUBLE ENDED FLUORESCENT LAMPS WITH BALLAST AS PER NEC410.130(G). RECORD DRAWING NOTE THE ELECTRICAL DESIGN HAS BEEN PERFORMED USING THE EXISTING BRANCH CIRCUITRY. THE EXISTING FUEL TANKS WILL BE RELOCATED AND SOME CIRCUITRY RE -USED. MODIFICATIONS HAVE BEEN MADE TO MODIFY THE EXISTING BRANCH CIRCUITRY TO ACCOMMODATE NEW POWER SCHEME CONTRACTOR TO PROVIDE AN AS -BUILT DRAWING TO THE ENGINEER FOR SUBMISSION TO THE CITY FOR A FINAL RECORD DRAWING IF THE INSTALLATION DIFFERS FROM THE DESIGN DRAWINGS. ADDITIONAL LOAD HAS BEEN ADDED TO THE EXISTING SERVICE. ...................................... seal: 1 HEREBY CERTIFY THAT THESE PLANS 4hris hair U: BERLIN OF MY KNOWLEDGE, COMPLY WITH ua CONSULTING Inc. 0 Project No. 15012 e CID . U e 70C w Q �r CL Q U M co � r 0LL. L. Ca USC -C C 0 revision: 02.20.15 i OLD& ....................................................... .................................................... ............................_._...._._.......... DEPT. 0: ...................................... seal: 1 HEREBY CERTIFY THAT THESE PLANS 4hris hair MY SUPERVISION, AND TO THE BEST BERLIN OF MY KNOWLEDGE, COMPLY WITH ALL APPLICABLE CODES. CONSULTING Inc. 0 Project No. 15012 CID e 70C w cc �r CL E co 0LL. L. Ca Cd -C C 0 w .......... 0: ,v i�IL °' VATP RTI[TA,, 0 bQENSE No. 76U OF Date: f)2 -a20 -i'2;/ Dedicated to you "The Client" 4701 Rothschild Drive, Coral Springs, FL 33007 Tei: (054) 333-8500 joe6borlinccn5u1vngirc.com CA -30557 Project Manager: JoScph S. 5criin, Sr. iJob no. 14-008 arincipa�: CHRIS HAIR CH file tame: ua titi,.. 01.07.15 1 -r E 61 1 HEREBY CERTIFY THAT THESE PLANS WHERE PREPARED BY ME OR UNDER MY SUPERVISION, AND TO THE BEST BERLIN OF MY KNOWLEDGE, COMPLY WITH ALL APPLICABLE CODES. CONSULTING Inc. Project No. 15012 ,v i�IL °' VATP RTI[TA,, 0 bQENSE No. 76U OF Date: f)2 -a20 -i'2;/ Dedicated to you "The Client" 4701 Rothschild Drive, Coral Springs, FL 33007 Tei: (054) 333-8500 joe6borlinccn5u1vngirc.com CA -30557 Project Manager: JoScph S. 5criin, Sr. iJob no. 14-008 arincipa�: CHRIS HAIR CH file tame: ua titi,.. 01.07.15 1 -r E 61 EXISTING OFFICE EXIST, EXIST, EXIST, ` EXISTING �y EXISTING WIREWAY EXISTING PANEL OFFICE EXISTING #2 EXISTING f� PANEL PANEL EXISTING FUEL ------------------ -__== #1 #3 PUMP CONTACTOR EXISTING WP EPO #1 BUTTON ELEC7RICAL PLAN IIS" : I 1-0" - EXISTING - BAY DOORS NOTE: -ALL PIPING CONNECTIONS TO THE TANK SHALL BE MADE ABOVE THE MAXIMUM LIQUID LEVEL. -MEANS SHALL BE PROVIDED TO PREVENT THE RELEASE OF LIQUID FROM THE TANK BY SIPHON FLOW. -TANK LEVEL AND LEAK DETECTION SHALL BE ACCESSIBLE FOR FUEL REFILLING OPERATOR. -PROVIDE AUTOMATIC OVERFILLING PROTECTION BY SOUNDING AN ALARM WHEN THE LIQUID LEVEL IN THE TANK REACHES 90 PERCENT OF CAPACITY, AND BY AUTOMATICALLY STOPPING DELIVERY OF LIQUID TO THE TANK WHEN THE LEVEL REACHES 95 PERCENT OF CAPACITY. -THESE PROVISIONS SHALL NOT RESTRICT OR INTERFERE WITH THE FUNCTIONING OF THE NORMAL OR EMERGENCY VENTING OF THE TANKS. -MINIMUM SPACING BETWEEN ADJACENT TANKS IS 3 FT. -PROVIDE EMERGENCY VENTING FOR THE SECONDARY CONTAINMENT. -TESTING OF INTEGRITY OF SECONDARY CONTAINMENT IS REQUIRED. IT SHALL WITHSTAND THE HYDROSTATIC HEAD RESULTING FROM A LEAK FROM THE PRIMARY TANK OF THE MAXIMUM AMOUNT OF LIQUID THAT CAN BE STORED IN THE PRIMARY TANK. ------------------------------------------------------ 9 f EXISTING THOR , f , MASONRY DRIVE — — — — — — BUILDING STEE- EXI TING EXISTING EXISTING ..........------- -- ------ -- ------------ - - ------------ - - - - •- -P _ PANEL. PANEL EXISTING i I #2 #3 INIREYVAY E-A' _. /............................ zEXISTIN 7 .............. ---•�� PAVEMENT 50 F 01 !7A SETBACK LINE l NEPTUNE DRIVE ' - -� EXISTING ''•.------------ --•'• -' PAVEMENTZ Q Z PROPERTY 15 FULLY PROPERTY FENCED AROUND YVITH LINE TYP. SECURITY FEATURES 517E FLAN I" : 401-0" MIN 20 FT+ NEW PROTECTIVE BOLLARDS AND CURB - ELECTRICAL EMERGENCY WP SHUT OFF (EPO)#2 AND EXPLOSION PROOF MOTOR SWITCH DISCONNECTS FOR PUMPS. RACK MOUNT TO CONCRETE BOLLARD USING ALUMINUM UNISTRUT RACK. SEE SHEET E-3.0 RISER FOR DETAILS. 80—BC NFPA 10 FIRE EXTINGUISHER IN WEATHERPROOF CABINET MOUNTED TO CONCRETE BOLLARD • PUMPPUMP- 0 FUEL MOTOR FUEL MOTOR FUEL • TANK TANK TANK 1 2 3 DIESEL GASOLINE1 DIESEL EXISTING FUEL TANK DISCONNECT SWITCHES TO BE REMOVED. THE EXISTING BRANCH CIRCUIT CONDUIT AND THE EXISTING WIRING FROM THE PANEL 3 TO BE EXTENDED OR REPLACED TO THE NEW LOCATION OF THE EPO#2 AND NEW EXPLOSION PROOF SWITCHES CONNECT FOR OPERATION. ALL 3 EPO BUTTONS TO BE INTERCONNECTED TO SHUT DOWN ALL FUEL PUMP MOTORS AT ONCE WHEN ACTIVATED. INDICATES COORDINATE ALL ELECTRICAL DRAWINGS WITH FIRE PROTECTION PLANS. EXTENTS OF SHADE CANOPY MIN 20 FT+ 8" CONCRETE BOLLARD (TYP). ELECTRICAL EMERGENCY SE OFF WP (EPO)#.s MOUNTED ON CONCRETE BOLLARD EXIST 4" CONCRETE CONTAINMENT CURB ., ..JE PROTECTIVE BOLLARDS AND CURB NOTE: MINIMIZE AND CONTROL SOURCES OF IGNITIONS (I.E. SMOKING MATERIALS, ETC) WITHIN 20 FT OF ANY SIDE OF THE TANKS. TANK ENL_ARSr=tv1EN7 FLAN cm., SAW= I'-0" E t: 1 HEREBY CERTIFY THAT THESE PLANS WHERE PREPARED BY ME OR UNDER BERLIN MY SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE, COMPLY WITH ALL APPLICABLE CODES. Project No. 15012 CONSULTING Inc. r , �$ sCO C RA LPARTII'A,`?� �,5 % rGENSE No. Ldf'i // T�'®F-F /X \\ Datl; 40 - 'W Dedicated to you "The Client" 4701 F\oth5ehild Drive, Coral Springs, FL 33067 Tel: (954) 333-8560 a jC)C gbcrlircon5ultinginc.com CA -30557 N Project Manager.;C, ED -FILE COPY Joseph S. 3erlin, Sr. '% MQ DI,Vfsfom ................ sea;. . V chris ra;~ W H _ V . U w Q Ito Q -LL M � LL Cd a r M 0 Dail mT revision. sea;. . chris ra;~ V i 0 w Ito CLI LL Cd me r M 0 Dail mT COO EXISTING MAIN SERVICE 208:120V I i 20,8/120V 3x ,4W 30, 4W I N ------------------------ - I t i I i >4EMA - E X ST!NG 2 SETS "?F XISr!NG 4-4'0 KCMIL, C-1-1, 'IN E `' �.: f ' G" AWG Cil 'VNJ STEEL -------------- `X`ST, 1 :y EC' i PANEL L AND 3 vC -I 'INIS ---- - -- ----- ----- 111 Y3 ) , t `r-.- I tiIr x - „ - 100A 3r I ON r~ r- -,o200A �: ON I , C)G A q. i{.ICA L n x1_, I,N,, I I -- - -- .....; " • E I ----------- ... �X:S-1 WC -- - - -- -- X S I N�; - ' f I_ - PANEL I :-A NE ire_ N -:V: A 1 FULLY RATED I OFF Q! 1�fET R i i KVA i I --=X`s NG I I I Ir \ I MAX. DIST.(ft) ---- --------------- LTGICONT MISC MOTORIAPP. PH RCPT j i SER CE ? I25A MIO i I 20.100 MILD � �(:rTT :5P 000 CIRCUIT DESIGNATION i i ,I �N v� I I _ _ L A 1.20 110 3% 12 20/2 EXIS TING WH RECEPT ON I 3 I I i 1 I I I I I I 3.30 B -I 1 L. j.L 2; V I •n. i`r �r 3.30 C 1.20 110 34i° 12 2012 EXISTING WH R�CFPT 6 g I • L 00 I P , i, A 9n g EXISTING 3012 10 CONDENCER-1 433 208:120V I i 20,8/120V 3x ,4W 30, 4W I N ------------------------ - I t i I i >4EMA - E X ST!NG 2 SETS "?F XISr!NG 4-4'0 KCMIL, C-1-1, 'IN E `' �.: f ' G" AWG Cil 'VNJ STEEL -------------- I L,s� NEMA 2f; �OSV I " I i IST _ /0 ' I ' ,;,,, i � I -x � '1 �3 J A t �1, 4-j 3 i:WG,'3c #6 GRNDJ �dE.I�'A CU I�yN, & ##6 12' ^f GC. IN c.X1S 4..t, AWG \ ri'Y N, , IN /35 Li i„! ,. CWL----; FX:S _ , 4---3 G !°;CMI1_-• CU, - -T S - ,I -A i IN 2 S- i 01 �c #1//0 GI- N.'D C; ; - --- A-250 KC'v11L, AL: '.N 3' I NA EX!S I;NC 3„ .r Tr - - - `... --------------------------- uvw9pirvo irT VCTRIC Al , RISER X.4L111J 1 it \ v i.iiffA" v sins - KEY NOTES: 1O PROVIDE NEW 20 AMP 1 POLE SHUNT TRIP BREAKER FOR CONTROL OF THE EMERGENCY SHUTDOWN OF THE 3 FUELING STATION PUMP MOTORS. REMOVE EXISTING BREAKER PRESENTLY FEEDING THE EXISTING FUELING STATION PUMPS COMPLETE. WIRE THE SHUNT TRIP TO THE NEW EPO BUTTONS 1 AND 2 AS RECOMMENDED BY MANUFACTURE. RE -WIRE THE EXISTING CONTACTOR THRU THE NEW EPO FOR CONTROL OF THE FUELING SYSTEM PUMP MOTORS. PROVIDE TESTING TO ASSURE THE OPERATION OF THE SYSTEM IS WORKING AND COMPLIANT TO ALL LOCAL AND STATE CODES. ® CONTRACTOR TO COORDINATE EXISTING SELECTOR 3 SWITCHES ARE CODE COMPLIANT AND EXPLOSION PROOF TYPE. IF THE EXISTING DO NOT MEET THE LATEST CODE STANDARDS. PROVIDE (3) NEW APPROVED EXPLOSION PROOF SELECTOR SWITCH SWITCHES W/ COVERS. ALL MATERIALS TO BE COMPLIANT WITH THE LATEST FUEL DISPENSING CODES AND ALL LOCAL REQUIREMENTS. PROVIDE ALL NEEDED ELECTRICAL MATERIALS FOR A COMPLETE CODE COMPLIANT FULLY OPERATIONAL SYSTEM. `X`ST, 1 :y EC' i PANEL L AND 3 vC -I 'INIS ---- - -- ----- ----- 111 Y3 ) , t `r-.- I tiIr x - „ - 100A 3r I ON r~ r- -,o200A �: ON I , C)G A q. i{.ICA L 1, A'C 1 I ft0 1ti�L.K A:C I I i 10 8 2 OV i f Project No: ;sus 4'W I sr• zII �l}.4 � N -:V: A 1 FULLY RATED I OFF Q! I L,s� NEMA 2f; �OSV I " I i IST _ /0 ' I ' ,;,,, i � I -x � '1 �3 J A t �1, 4-j 3 i:WG,'3c #6 GRNDJ �dE.I�'A CU I�yN, & ##6 12' ^f GC. IN c.X1S 4..t, AWG \ ri'Y N, , IN /35 Li i„! ,. CWL----; FX:S _ , 4---3 G !°;CMI1_-• CU, - -T S - ,I -A i IN 2 S- i 01 �c #1//0 GI- N.'D C; ; - --- A-250 KC'v11L, AL: '.N 3' I NA EX!S I;NC 3„ .r Tr - - - `... --------------------------- uvw9pirvo irT VCTRIC Al , RISER X.4L111J 1 it \ v i.iiffA" v sins - KEY NOTES: 1O PROVIDE NEW 20 AMP 1 POLE SHUNT TRIP BREAKER FOR CONTROL OF THE EMERGENCY SHUTDOWN OF THE 3 FUELING STATION PUMP MOTORS. REMOVE EXISTING BREAKER PRESENTLY FEEDING THE EXISTING FUELING STATION PUMPS COMPLETE. WIRE THE SHUNT TRIP TO THE NEW EPO BUTTONS 1 AND 2 AS RECOMMENDED BY MANUFACTURE. RE -WIRE THE EXISTING CONTACTOR THRU THE NEW EPO FOR CONTROL OF THE FUELING SYSTEM PUMP MOTORS. PROVIDE TESTING TO ASSURE THE OPERATION OF THE SYSTEM IS WORKING AND COMPLIANT TO ALL LOCAL AND STATE CODES. ® CONTRACTOR TO COORDINATE EXISTING SELECTOR 3 SWITCHES ARE CODE COMPLIANT AND EXPLOSION PROOF TYPE. IF THE EXISTING DO NOT MEET THE LATEST CODE STANDARDS. PROVIDE (3) NEW APPROVED EXPLOSION PROOF SELECTOR SWITCH SWITCHES W/ COVERS. ALL MATERIALS TO BE COMPLIANT WITH THE LATEST FUEL DISPENSING CODES AND ALL LOCAL REQUIREMENTS. PROVIDE ALL NEEDED ELECTRICAL MATERIALS FOR A COMPLETE CODE COMPLIANT FULLY OPERATIONAL SYSTEM. . ; I "NEMA 1 IRE QQ ALL CONDUIT BEING INSTALLED UNDERGROUND TO COMPLY WITH THE MINIMAL BURIAL DEPTHS AS PER NEC TABLE 300.5 ® CONTRACTOR TO PROVIDE EDS SERIES CONTROL STATION AND COMPATIBLE DSD SERIES EXPLOSION PROOF COVER AND DEVICE SUB -ASSEMBLY. PROVIDE STOP BUTTON WITH CODE COMPLIANT RESET OPTION AT EACH PUMP MOTOR LOCATION. PROVIDE ALL MATERIALS FOR A COMPLETE OPERATIONAL CODE COMPLIANT SYSTEM. MOTORS ARE THERMALLY PROTECTED 115VAC 1/3 HP 1725 RPM RATED UL LISTED MOTORS FOR USE ON ABOVE GROUND FUEL TANKS AS AN ASSEMBLY. EXISTING WAREHOUSE AREA `X`ST, �L C 1�1A Ec; `; -P a-----------� 111 Y3 ) , , , $ V �---- I:X.I S7, . Pv G 30 Location: q. . ; I "NEMA 1 IRE QQ ALL CONDUIT BEING INSTALLED UNDERGROUND TO COMPLY WITH THE MINIMAL BURIAL DEPTHS AS PER NEC TABLE 300.5 ® CONTRACTOR TO PROVIDE EDS SERIES CONTROL STATION AND COMPATIBLE DSD SERIES EXPLOSION PROOF COVER AND DEVICE SUB -ASSEMBLY. PROVIDE STOP BUTTON WITH CODE COMPLIANT RESET OPTION AT EACH PUMP MOTOR LOCATION. PROVIDE ALL MATERIALS FOR A COMPLETE OPERATIONAL CODE COMPLIANT SYSTEM. MOTORS ARE THERMALLY PROTECTED 115VAC 1/3 HP 1725 RPM RATED UL LISTED MOTORS FOR USE ON ABOVE GROUND FUEL TANKS AS AN ASSEMBLY. EXISTING WAREHOUSE AREA AREA OF WORK PROVIDE PROPER SIGNAGE AS PER NEC NEW 2008 110.16, SIGNAGE TO STATE: EXISTING ---- "WARNING ARC FLASH HAZARD. APPROPRIATE PPE REQUIRED. FAILURE TO EXISTING COMPLY CAN RESULT IN DEATH OR FUEL INJURY. (REFER TO NFPA 70 E.) - PUMP CONTACTOR -------------- EXiSTN GAXIS-iPvG do�a1AN' t PANEL X:STING 200A M,11_0 200A MLO I, PANEL i I NL E 1-----------•----------- i i 125A MIO Ri_, i � f - A ti�'Y �J, L I -"WN. IN 12_' E M 120/208V 1 120/2C8V 120/208'J { 0 4�n� i it�n� 30,4W 0 --------------'--------------- r _. N EM A 1 NE_Ma. • _ 4_ C N Ilv 2" ._M (. EXISTING NEIMA , 6„X 6"X 3' WIREWA" EXISTING 4#3 f0 ;:. C, 1 #6 AMC EGA-,, CU - THWN, IN 2" EMIT. xI TING PANEL 1-, -EXIST, 4#3 & 1.,��'6 GRND, ANG, CU 1 - /2 EM, _ EXISTNG A' L_ N ' 125A A MLO i 1 %r 120, J 081r 30,4W aW 3 EXIST 3#12 NEUTRALS, 1 HOT AND 1#12 GROUND AWG, CU THWN, IN EXISTING 3/4" PVC. EXIST. LB J GND. LEVEL ELECTRICAL RISER SYMBOLS SYMBOL DESCRIPTION SYMBOL DESCRIPTION PANEL SQUARE D OR METER e EQUAL ELECTRICAL METER LOADCENTERS -QO PANELBOARDS -NQOD YY 3. ------------'- '•--------------------- ly DIN: 0 Q CIRCUIT BREAKER SAFETY DISCONNECT ----------------------------- --------- -------------- --------- ------ -- ----- ---- - ------ - ---- ------- ----- ------- - ------- --------- WIRE IN FREE -� 1 1 , GROUND SYSTEM SUPPORTED TO IR BLDG. STRUCTURE --------------------------------------------------------------------------------------- -------------------------- r---FUSE SIZE 3ZW3R --NEMA RATING -FRAME SIZE LNUMBER OF PHASES PANEL SCHEDULE NOTES 1. BOLD DENOTES AREA OF WORK FOR REFERENCE ONLY. 2. UPON DEMOLITION, CONTRACTOR SHALL IDENTIFY AND REUSE CIRCUITS THAT BECOME AVAILABLE, AND PROVIDE ENGINEER WITH COMPLETE AS BUILT. 3. CONTRACTOR SHALL CLEARLY MARK IN PANEL SCHEDULE ALL CIRCUITS. 4. CONTRACTOR SHALL REMOVE ALL WIRING NOT USED AND NOT IN A RACEWAY. 5. ALL MULTI WIRE BRANCH CIRCUITS TO COMPLY WITH NEC 210.4{19)(C)(D) MAINTENANCE NOTES (FFPC CH, 42 -ONLY PERSONS KNOWLEDGEABLE IN PERFORMING THE REQUIRED MAINTENANCE SHALL PERFORM THE WORK. -SHUT OFF' ALL ELECTRICAL POWER DEVICES FOR TANKS BEFORE PERFORMING MAINTENANCE. -EMERGENCY SHUTOFF VALVE AL THE DISPENSER SHALL BE CLOSED. -VEHICULAR TRAFFIC AND UNAUTHORIZED PERSONS SHALL BE PREVENTED FROM COMING WITHIN 20 FT OF THE DISPENSING DEVICES. WORK PERFORMANCE REQUIREMENTS TANK INSTALLATION, RELOCATION, REPAIR AND/OR MODIFICATION SHALL BE PERFORMED ONLY BY A COMPETENT PERSON OR A TANK SPECIALIZED CONTRACTOR. WORK SHALL COMPLY WITH REQUIREMENTS SET FORTH ON FLORIDA ADMINISTRATIVE CODE 62-762.501. EXTERIOR EXPLOSION PROOF FLEX CONDUIT, UNION, SEAL OFF AND CONDUIT STUB OUT BY AN APPROVED ELECTRICAL CONTRACTOR FOR INSTALLATION OF EXISTING FUEL SYSTEM. BOLLARD 2 EXISTING BOLLARD OVER 20'-0" FROM DISPENSING STATION " THAN FURTHERHAN 100'- NEW WP EPO#1 AND EPO# 2 AND #3 BUTTONS TO BE rSTI FUEL PUMP SHUT -DOWN BUTTON OR EQUAL / 2 COORDINATE WP FUNCTIONS WITH WP LOCAL AND STATE REQUIRED CODES. PROVIDE WRING TO NEW SHUNT TRIP BREAKER FOR CONTROL OF EPO SWITCH FOR SHUT DOWN OF FUEL PUMPS. NEW #4 SOLID CU. GROUND AND LUG FOR ALL METALLIC 3 PIPING, BOLLARDS AND EQUIPMENT II ' PER CODE. (TYP) _XIS- 4#3 & 1#6 GRND, AWG, CU TH.WN, IN EXISTING 1---1/'2" EXTEND EXISTING OR :MT PROVIDE NEW 3#12 NEUTRALS, 1 HOT AND 1#12 GROUND AWG, CU THWN, IN EXISTING PVC. EMERGENCY SHUT OFF BUTTON TO BE LOCATED IN COMPLIANCE WITH NFPA, FIRE MARSHALL AND LOCAL CODES. BUTTON TO BE CONFIGURED TO SHUT OFF POWER FEED CIRCUIT, INSTALL ON THE MAIN FACILITY EXTERIOR WALL, OVER 20'-0" AND NO FURTHER THAN 100'-0" FROM THE TANK SYSTEM. COORDINATE W/OWNER'S PROJECT MANAGER AND PROVIDE SIGNAGE READING "EMERGENCY FUEL SHUT OFF" EXACT WORDING AND SIZE TO BE IN COMPLIANCE WITH ALL STATE AND LOCAL CODES. NEW 5/8" X 10' SOLID CU. GROUND ROD PUMP #1 MOTOR C7 PUMP# 2 MOTOR PUMP #3 MOTOR 7 1.11 ,_ NEW CONDUIT AND ZNG TO EACH PUMP MOTORPROVIDE EXPLOSIONOOF JUNCTION BOXES,CONDUIT /FITTING AS NEEDED. COORDINATE ROUTING IN FIELD. EXTEND EXISTING OR PROVIDE NEW 3#12 NEUTRALS, 1 HOT AND 1#12 GROUND AWG, CU THWN, IN NEW CONDUIT. TO ACCOMMODATE NEW DESIGN SCHEME. I HEREBY CERTIFY THAT THESE PLANS BERLIN WHERE PREPARED BY ME OR UNDER MY SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE, COMPLY WITH ALL APPLICABLE CODES. Project No.15012 CONSULTING Inc. Dedicated to you "The Client" 4701 Rothschild Drivo, jo-' °° � % Goal Springs, >'L 33067 _J t, � _..� Tel: (954) 333-8560 4�<� , L CFN 0 - jocgcrlirlco'nsultirojinc.com sL'PRTI,e CA -30557 NAS u, �j 0 °NSE No. 7600ft Project Manager.$-� _F Joseph S. Berlin, Sr. TNG 0I OP$ Date:'od�#HQtwI ` PANEL SCHEDULE 3 Rated Voltage: 120/208V NEW 3FH44 Manufacturer: ITE U w Mounfing: SURFACE W Rated Amps (Cu bus) 200A SPACES: 30 Location: q. WAREHOUSE L Type: NEMA 1 Cd Main: MLO Project No: 1334.00 A.I.C: FULLY RATED Q! KVA KVA 0 L0 NOTE CIRCUIT DESIGNATION O.C.P. AWG MAX. DIST.(ft) VOLT DROP RCPT LTGICONT MISC MOTORIAPP. PH RCPT LTGICONT MISC MOTORIAPP. MAX. DIST.(ft) VOLT DROP ;AWG O.C.P. CIRCUIT DESIGNATION NOTE I 1 SPACE A 1.20 110 3% 12 20/2 EXIS TING WH RECEPT 2 4 3 EXISTING 4012 !i 8 AHU-1 99 3% 3.30 B 1.20 3.30 C 1.20 110 34i° 12 2012 EXISTING WH R�CFPT 6 g 7 SPACE A 9n g EXISTING 3012 10 CONDENCER-1 433 3% 0.50 B 1.20 110 3% L, 12 2011 EXISTING GAS PUMP NEW SHUNT TRIP 10 1 11 D_5D C 12 2 13 SPACE A 1.20 110 3% 12 2012 I EXISTING WH RECEPT 14 16 15 SPACE B 1.20 17 SPACE C 1.20 110 3% 12 20/2 EXISTING WH RECEPT 18 20 # 19 SPACE A 1.20 21 SPACE B 1.10 120 3% 12 20/1 EXISTING RECEPTACLES 22 23 SPACE C 1.10 120 3% 12 2011 EXISTING RECEPTACLES 24 25 SPACE Q EXISTING SPACE 26 27 SPACE B 1.20 110 E39%E12 2011 EXISTING EQUIPMENT 28 1 2Q SPACE SUBTOTAL CONNECTED LOAD: 0.0 C 0.0 0.0 7.6 2.2 0.0 0.0 1.20 13.2 110 2011 EXISTING EQUIPMENT : SUBTOTAL CONNECTED LOAD 30 A B C TOTAL PHASE: CONNECTED LOAD PHASE A: 4.8 CONNECTED LOAD PHASE B: 9.7 CONTINUOUS & LARGEST MOTOR @ 25%: CONNECTED MOTOR LOADS @ 100"le 0.0 4.8 0.0 8.6 0.0 7.4 0.0 20.8 note 1 verify max. O.C.P.D. with nameplate note 2 PROVIDE NEW SHUNT TRIP BREAKEI CONNECTED LOAD PHASE C: 8.5 CONNECTED LIGHTING LOAD @100%: 0.0 0.0 0.0 0.0 note 3 new circuit breaker TOTAL CONNECTED LOAD: 23.0 RECEPT. CONNECTED LOAD PH.A: 0.0 CONNECTED MISC LOADS @ 65%:: RECEPTACLE COMPUTED LOAD: 0.0 0.0 0.0 1.1 0.0 1.1 0.0 2.2 nate 4 G.F.C.I, type circuit breaker note 5 HACR C.B. RECEPT. CONNECTED LOAD PH.B: 1.1 TOTAL COMPUTED LOAD: 4.8 9.7 8.5 23.0 KVA note 6 non concurrent load RECEPT. CONNECTED LOAD PH.C: 1.1 40 81 71 63.8 A note 7 circuit relocated in new panel AREA OF WORK PROVIDE PROPER SIGNAGE AS PER NEC NEW 2008 110.16, SIGNAGE TO STATE: EXISTING ---- "WARNING ARC FLASH HAZARD. APPROPRIATE PPE REQUIRED. FAILURE TO EXISTING COMPLY CAN RESULT IN DEATH OR FUEL INJURY. (REFER TO NFPA 70 E.) - PUMP CONTACTOR -------------- EXiSTN GAXIS-iPvG do�a1AN' t PANEL X:STING 200A M,11_0 200A MLO I, PANEL i I NL E 1-----------•----------- i i 125A MIO Ri_, i � f - A ti�'Y �J, L I -"WN. IN 12_' E M 120/208V 1 120/2C8V 120/208'J { 0 4�n� i it�n� 30,4W 0 --------------'--------------- r _. N EM A 1 NE_Ma. • _ 4_ C N Ilv 2" ._M (. EXISTING NEIMA , 6„X 6"X 3' WIREWA" EXISTING 4#3 f0 ;:. C, 1 #6 AMC EGA-,, CU - THWN, IN 2" EMIT. xI TING PANEL 1-, -EXIST, 4#3 & 1.,��'6 GRND, ANG, CU 1 - /2 EM, _ EXISTNG A' L_ N ' 125A A MLO i 1 %r 120, J 081r 30,4W aW 3 EXIST 3#12 NEUTRALS, 1 HOT AND 1#12 GROUND AWG, CU THWN, IN EXISTING 3/4" PVC. EXIST. LB J GND. LEVEL ELECTRICAL RISER SYMBOLS SYMBOL DESCRIPTION SYMBOL DESCRIPTION PANEL SQUARE D OR METER e EQUAL ELECTRICAL METER LOADCENTERS -QO PANELBOARDS -NQOD YY 3. ------------'- '•--------------------- ly DIN: 0 Q CIRCUIT BREAKER SAFETY DISCONNECT ----------------------------- --------- -------------- --------- ------ -- ----- ---- - ------ - ---- ------- ----- ------- - ------- --------- WIRE IN FREE -� 1 1 , GROUND SYSTEM SUPPORTED TO IR BLDG. STRUCTURE --------------------------------------------------------------------------------------- -------------------------- r---FUSE SIZE 3ZW3R --NEMA RATING -FRAME SIZE LNUMBER OF PHASES PANEL SCHEDULE NOTES 1. BOLD DENOTES AREA OF WORK FOR REFERENCE ONLY. 2. UPON DEMOLITION, CONTRACTOR SHALL IDENTIFY AND REUSE CIRCUITS THAT BECOME AVAILABLE, AND PROVIDE ENGINEER WITH COMPLETE AS BUILT. 3. CONTRACTOR SHALL CLEARLY MARK IN PANEL SCHEDULE ALL CIRCUITS. 4. CONTRACTOR SHALL REMOVE ALL WIRING NOT USED AND NOT IN A RACEWAY. 5. ALL MULTI WIRE BRANCH CIRCUITS TO COMPLY WITH NEC 210.4{19)(C)(D) MAINTENANCE NOTES (FFPC CH, 42 -ONLY PERSONS KNOWLEDGEABLE IN PERFORMING THE REQUIRED MAINTENANCE SHALL PERFORM THE WORK. -SHUT OFF' ALL ELECTRICAL POWER DEVICES FOR TANKS BEFORE PERFORMING MAINTENANCE. -EMERGENCY SHUTOFF VALVE AL THE DISPENSER SHALL BE CLOSED. -VEHICULAR TRAFFIC AND UNAUTHORIZED PERSONS SHALL BE PREVENTED FROM COMING WITHIN 20 FT OF THE DISPENSING DEVICES. WORK PERFORMANCE REQUIREMENTS TANK INSTALLATION, RELOCATION, REPAIR AND/OR MODIFICATION SHALL BE PERFORMED ONLY BY A COMPETENT PERSON OR A TANK SPECIALIZED CONTRACTOR. WORK SHALL COMPLY WITH REQUIREMENTS SET FORTH ON FLORIDA ADMINISTRATIVE CODE 62-762.501. EXTERIOR EXPLOSION PROOF FLEX CONDUIT, UNION, SEAL OFF AND CONDUIT STUB OUT BY AN APPROVED ELECTRICAL CONTRACTOR FOR INSTALLATION OF EXISTING FUEL SYSTEM. BOLLARD 2 EXISTING BOLLARD OVER 20'-0" FROM DISPENSING STATION " THAN FURTHERHAN 100'- NEW WP EPO#1 AND EPO# 2 AND #3 BUTTONS TO BE rSTI FUEL PUMP SHUT -DOWN BUTTON OR EQUAL / 2 COORDINATE WP FUNCTIONS WITH WP LOCAL AND STATE REQUIRED CODES. PROVIDE WRING TO NEW SHUNT TRIP BREAKER FOR CONTROL OF EPO SWITCH FOR SHUT DOWN OF FUEL PUMPS. NEW #4 SOLID CU. GROUND AND LUG FOR ALL METALLIC 3 PIPING, BOLLARDS AND EQUIPMENT II ' PER CODE. (TYP) _XIS- 4#3 & 1#6 GRND, AWG, CU TH.WN, IN EXISTING 1---1/'2" EXTEND EXISTING OR :MT PROVIDE NEW 3#12 NEUTRALS, 1 HOT AND 1#12 GROUND AWG, CU THWN, IN EXISTING PVC. EMERGENCY SHUT OFF BUTTON TO BE LOCATED IN COMPLIANCE WITH NFPA, FIRE MARSHALL AND LOCAL CODES. BUTTON TO BE CONFIGURED TO SHUT OFF POWER FEED CIRCUIT, INSTALL ON THE MAIN FACILITY EXTERIOR WALL, OVER 20'-0" AND NO FURTHER THAN 100'-0" FROM THE TANK SYSTEM. COORDINATE W/OWNER'S PROJECT MANAGER AND PROVIDE SIGNAGE READING "EMERGENCY FUEL SHUT OFF" EXACT WORDING AND SIZE TO BE IN COMPLIANCE WITH ALL STATE AND LOCAL CODES. NEW 5/8" X 10' SOLID CU. GROUND ROD PUMP #1 MOTOR C7 PUMP# 2 MOTOR PUMP #3 MOTOR 7 1.11 ,_ NEW CONDUIT AND ZNG TO EACH PUMP MOTORPROVIDE EXPLOSIONOOF JUNCTION BOXES,CONDUIT /FITTING AS NEEDED. COORDINATE ROUTING IN FIELD. EXTEND EXISTING OR PROVIDE NEW 3#12 NEUTRALS, 1 HOT AND 1#12 GROUND AWG, CU THWN, IN NEW CONDUIT. TO ACCOMMODATE NEW DESIGN SCHEME. I HEREBY CERTIFY THAT THESE PLANS BERLIN WHERE PREPARED BY ME OR UNDER MY SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE, COMPLY WITH ALL APPLICABLE CODES. Project No.15012 CONSULTING Inc. Dedicated to you "The Client" 4701 Rothschild Drivo, jo-' °° � % Goal Springs, >'L 33067 _J t, � _..� Tel: (954) 333-8560 4�<� , L CFN 0 - jocgcrlirlco'nsultirojinc.com sL'PRTI,e CA -30557 NAS u, �j 0 °NSE No. 7600ft Project Manager.$-� _F Joseph S. Berlin, Sr. TNG 0I OP$ Date:'od�#HQtwI ` sea.: s U w W q. ....::... L Tom_ Cd CU Li. Q Q! » 0 L0 a LL M e rr'VISIOr: ... 0}}2..20.15_.. a1+ Jr+�L.V�7• COMMEhI1 �. i S sea.: dlate: 01.07.15 title; 3 T E s w V L Cd CU LL cd Q! M. 0 dlate: 01.07.15 title; 3 T E GENERAL NOTES/SCOPE OF, WORK 1. EXISTING TANKS TO BE INSTALLED IN COMPLIANCE WITH CURRENT CODES AND STANDARDS AS FOLLOWS (INCLUDING BUT NOT LIMITED TO): - 2011 FLORIDA FIRE PREVENTION CODE, SECTION 66.21 AND ALL OTHER RELATED, INCLUDING ALL APPLICABLE SECTIONS FROM CHAPTER 42. - 2011 FLORIDA BUILDING CODE, SECTIONS 406.5, 414.6 AND ALL OTHER RELATED. - NFPA 30A, 2009 EDITION. "MOTOR FUEL DISPENSING FACILITIES AND REPAIR GARAGES" - NFPA 30, 2009 EDITION "FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE", AS REQUIRED BY NFPA 30A. 2. SCOPE OF WORK INCLUDES INSTALLATION OF THREE (3) CODE COMPLIANT ABOVEGROUND FUEL TANKS (500 GALLONS EACH) INSTALLED INSIDE A FENCED PROPERTY, REQUIRED FOR DISPENSING THE FOLLOWING LIQUIDS: - MARATHON No. 2 ULTRA SULFUR DIESEL, UN/DOT No. NA 1993 (1 TANK) - CITGO GASOLINES, ALL GRADES UNLEADED. UN/DOT No. 1203 (2 TANKS) 3. THIS PLAN SUMMARIZES ALL GENERAL REQUIREMETNS AS PER FFPC CHAPTER 42 INCLUDING BUT NOT LIMITED TO ALL THE ITEMS IN SECTION 42.2.2.2.3. 4. TANKS WERE ORIGINALLY INSTALLED AT ANOTHER FACILITY AND ARE BEING RELOCATED AND INSTALLED AT THIS NEW SITE. 5. THE THREE TANKS ARE LABELED AS "TESTED TO NFPA 30A-2000", AND FALL UNDER THE DEFINITION OF NFPA 30A "FIRE-RESISTANT TANKS", AND THE PROVISIONS AS SET FORTH IN FFPC SECTION 42.3.4 6. TANKS WERE MANUFACTURED IN ACCORDANCE WITH STEEL TANK INSTITUTE FLAMESHIELD STANDARD FOR ABOVEGROUND TANKS, AND COMPLY WITH SWRI 97-04. 7. TANKS ARE SECONDARY CONTAINMENT TYPE. PRESSURE DOES NOT EXCEED 2.5 PSI GAUGE PRESSURE INSIDE PRIMARY OR SECONDARY TANKS. 8. ABOVEGROUND TANKS' PRIMARY AND SECONDARY CONTAINMENT (INNER AND OUTER WALLS) ARE MANUFACTURED IN ACCORDANCE AND LISTED BY UL 142 LISTING "STANDARD FOR STEEL ABOVEGROUND TANKS FOR FLAMMABLE AND COMBUSTIBLE LIQUIDS". 9. ALL TANKS TO BE PROVIDED AN INTEGRAL SECONDARY CONTAINMENT. SUCH SPACE SHALL BE PROVIDED ACCESS FOR INSTERSTITIAL LEAK DETECTION MONITORING, AS ALLOWED BY NFPA 30, SECTION 22,11.4. NO EXTERIOR DIKING REQUIRED. HOWEVER, TANKS SHALL BE IN COMPLIANCE WITH ALL REQUIREMENTS FOR THE SECONDARY CONTAINMENT OF THIS SECTION OF THE CODE, INCLUDING BUT NOT LIMITED TO: -ALL PIPING CONNECTIONS TO THE TANK SHALL BE MADE ABOVE THE MAXIMUM LIQUID LEVEL. -MEANS SHALL BE PROVIDED TO PREVENT THE RELEASE OF LIQUID FROM THE TANK BY SIPHON FLOW. -TANK LEVEL AND LEAK DETECTION SHALL BE ACCESSIBLE FOR FUEL REFILLING OPERATOR. -PROVIDE AUTOMATIC OVERFILLING PROTECTION BY SOUNDING AN ALARM WHEN THE LIQUID LEVEL IN THE TANK REACHES 90 PERCENT OF CAPACITY, AND BY AUTOMATICALLY STOPPING DELIVERY OF LIQUID TO THE TANK WHEN THE LEVEL REACHES 95 PERCENT OF CAPACITY. -THESE PROVISIONS SHALL NOT RESTRICT OR INTERFERE WITH THE FUNCTIONING OF THE NORMAL OR EMERGENCY VENTING OF THE TANKS. -MINIMUM SPACING BETWEEN ADJACENT TANKS IS 3 FT. -PROVIDE EMERGENCY VENTING FOR THE SECONDARY CONTAINMENT. -TESTING OF INTEGRITY OF SECONDARY CONTAINMENT IS REQUIRED. IT SHALL WITHSTAND THE HYDROSTATIC HEAD RESULTING FROM A LEAK FROM THE PRIMARY TANK OF THE MAXIMUM AMOUNT OF LIQUID THAT CAN BE STORED IN THE PRIMARY TANK. 11. ALL SUPPORTS SHALL BE DESIGNED FOR SEISMIC LOADING AS REQUIRED. 12. TANKS SHALL BE ANCHORED TO BE PROTECTED AGAINST POTENTIAL FLOTATION DUE TO FLOODING, AS REQUIRED. 13. PROPOSED TANK LOCATION SHALL NOT BE ABOVE UNDERGROUND UTILITIES OR BENEATH POWER LINES. 14. TANKS SHALL BE PROTECTED AGAINST VANDALISM. PROPERTY IS FULLY FENCED AROUND. 15. TANKS SHALL BE PROTECTED AGAINST ACCIDENTAL DAMAGE. PROVIDE BOLLARDS FOR PROTECTION OF TANKS AREA. 16. SINCE THE TANK BODY IS IN CONTACT WITH THE FOUNDATION, IT SHALL BE PROTECTED FROM EXTERNAL CORROSION USING CATHODIC CORROSION PROTECTION, TO PROVIDE THE TANK WITH APPROPRIATE PROTECTION FROM LIGHTNING WITHOUT INTERFERENCE WITH THE CORROSION PROTECTION. 17. IMPORTANT: TANKS SHALL PASS ALL REQUIRED TESTS INCLUDING PRESSURE TEST, PER NFPA 30A. IN THE EVENT THAT THE TANKS FAIL TO PASS TESTS OR COMPLY, WITH CURRENT REQUIREMENTS, IF PERFORMING REPAIRS OR MODIFYING THE TANKS, IS NEEDED, MANUFACTURER INTERVENTION MAY BE REQUIRED IN ORDER TO AVOID LOSING THE LISTING REQUIREMENTS. DO NOT WELD, MODIFY OR PENETRATE THE TANK STRUCTURE IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF THE TANK MANUFACTURER. TANK REMOVAL AND RELOCATION REQUIRE CAREFUL EMPTYING OF ALL THE LIQUIDS TO A SAFE PLACE BEFORE HANDLING TANK. 18. PROVIDE NFPA 704 SIGNAGE AS REQUIRED (SEE DETAILS THIS SHEET) IN A LOCATION IN WHICH IS CLEARLY VISIBLE. IDENTIFY THE LIQUIDS FOR EACH TANK. EXISTING "UN" NUMBER IDENTIFICATIONS TO BE REPLACED WITH NEW LEGIBLE ONES. 19. PROVIDE AN AUTOMATIC CLOSING TYPE HOSE NOZZLE VALVE, LISTED IN ACCORDANCE WITH UL 842, WITH OR WITHOUT LATCH -OPEN DEVICE, ON ALL DISPENSING DEVICES USED TO DISPENSE GASOLINE OR DIESEL. 20. REFER TO TITLE SHEET, ELECTRICAL AND STRUCTURAL PLANS FOR MORE DETAILS ON ALL REQUIRED WORK. 21. TANK INSTALLATION, RELOCATION, REPAIR AND/OR MODIFICATION SHALL BE PERFORMED ONLY BY A COMPETENT PERSON OR A TANK SPECIALIZED CONTRACTOR. WORK SHALL COMPLY WITH REQUIREMENTS SET FORTH ON FLORIDA ADMINISTRATIVE CODE 62-762.501. SHIP (2) LOOSE WITH TANK OPERATING AND INSPECTING NOTES 1. DISPENSING HOSE SHALL BE MAXIMUM 18 FT LONG. PROVIDE A LISTED BREAKAWAY DEVICE DESIGNED TO RETAIN LIQUID ON BOTH SIDES OF THE BREAKAWAY. 2. PROVIDE A CONTROL THAT WILL PERMIT THE PUMP TO OPERATE ONLY WHEN A DISPENSING NOZZLE IS REMOVED FROM IS BRACKET OR NORMAL POSITION WITH RESPECT TO THE DISPENSING DEVICE AND THE SWITCH ON THIS DISPENSING DEVICE IS MANUALLY ACTUATED. 3. MARK LANES IN THE PROPERTY TO PROVIDE A MINIMUM DISTANCE OF 25 FT FROM THE TANKS, FOR THE DELIVERY TRUCKS. 4. MINIMIZE AND CONTROL SOURCES OF IGNITIONS (I.E. SMOKING MATERIALS, ETC) WITHIN 20 FT OF ANY SIDE OF THE TANKS. 5. PROVIDE A CLASS 80 B -C HAZARD EXTINGUISHER AS PER NFPA 10. 6. PROVIDE WARNING AND INSTRUCTION SIGNS CONSPICOUSLY POSTED WITH INSTRUCTIONS TO THE FUEL DELIVERY DRIVER AND ALL OTHER PRECAUTIONS INCLUDING BUT NOT LIMITED TO: -NO SMOKING -STOP MOTOR WHILE FUELING -NO FUELING PERMITTED IN NON APPROVED CONTAINERS -LOCATION OF EMERGENCY SHUTOFF -ETC. 7. HOUSEKEEPING: DISPENSING AREA SHALL BE KEPT FREE FROM DEBRIS OR ANY OTHER MATERIAL NOT NECESSARY TO THE PROPER OPERATION OF THE MOTOR FUEL DISPENSING SITE. 8. TANK OPERATOR SHALL BE RESPONSIBLE FOR KEEPING INVENTORY RECORDS OF ALL TANKS, OR ORDER TO AVOID AND CONTROL SPILLING OR POSSIBLE OVERFILLING DURING REFILLING. 9. REFILLING VEHICLE PROVISION OF 25 FT PROVIDED. SEE PLAN. 10. TANK FILLING SHALL NOT BEGIN UNTIL OPERATOR HAS DETERMINED THAT THE TANK HAS SUFFICIENT AVAILABLE CAPACITY. 11. OPERATOR IS REQUIRED TO COMPLY WITH ALL OTHER PROVISIONS AS SET FORTH IN FFPC CHAPER 42, SECTION 42.7. 12. CONTACT AHJ BEFORE PERFORMING INSPECTIONS OF THE PREMISES. 13. APPROVED TANK VEHICLES IN COMPLIANCE WITH NFPA 285 SHALL BE USED ONLY. 14. DISPENSING REFILLING HOSE SHALL NOT BE LONGER THAN 50 FT. 15. DISPENSING NOZZLE SHALL BE LISTED, AUTOMATIC CLOSING WITHOUT LATCHING. 16. NIGHTIME DELIVERIES SHALL ONLY BE ALLOWED IF ADEQUATE LIGHTING IS PROVIDED. 17. FLASHER LIGHT SHALL BE ON WHILE TANKER CAR IS DISPENSING. 18. EXPANSION SPACE AS PER NFPA 30A SHALL BE LEFT IN EACH FUEL TANK TO PREVENT OVERFLOW. TANKS LOCATION NOTES 1. PER NFPA 30 SECTION 22.4.1.5, LOCATION OF THE ABOVEGROUND TANKS FOR UNSTABLE LIQUIDS (CLASS I - GASOLINE) SHALL BE A MINIMUM OF 2.5 TIMES THE REQUIRED VALUE PER TABLE 22.4.1.(B) AWAY FROM PROPERTY LINE THAT IS OR CAN BE BUILT UPON, INCLUDING THE OPPOSITE SIDE OF THE PUBLIC WAY BUT NOT LESS THAN 50 FT, AND NOT LESS THAN 50 FT FROM NEAREST SIDE OF ANY PUBLIC WAY OR FROM NEAREST IMPORTANT BUILDING ON THE SAME PROPERTY. SEE SITE PLAN THIS SHEET FOR DETAILS. 2. MINIMUM DISTANCES AS SPECIFIED IN BULLET No. 1 REQUIRE THE TANKS TO BE PROTECTED FOR EXPOSURES, WHICH AS DEFINED IN NFPA 30, CAN BE A PUBLIC FIRE DEPARTMENT. PLEASE SEE THIS SHEET FOR THE CLOSEST FIRE DEPARTMENT LOCATION/DIRECTIONS. AS INDICATED, THE FIRE DEPARTMENT IS LOCATED ONLY 1 MILE AWAY FROM THE SITE. 3. TANK LOCATION COMPLIES WITH REQUIREMENTS AS ESTABLISHED IN BOYNTON BEACH LOCAL AMENDMENTS TO THE FLORIDA FIRE PREVENTION CODE. ELECTRICAL INSTALLATIONS 1. PER NFPA 30A SECTION 8.3, OUTDOOR TANKS REQUIRE ELECTRICAL CLASSIFICATIONS AS FOLLOWS: - CLASS I, GROUP D, DIVISION 2 UP TO 18 IN. ABOVE GRADE LEVEL WITHIN 20 FT HORIZONTALLY ON ANY EDGE OF ENCLOSURE. -DISPENSING DEVICE REQUIRES CLASS I, GROUP D, DIVISION 2 FOR THE AREA WITHIN THE DISPENSER ENCLOSURE AND ALL ELECTRICAL EQUIMENT INTEGRAL WITH THE DISPENSING HOSE OR NOZZLE, AN AREA 18 IN HORIZONTALLY IN ALL DIRECTIONS BEYOND THE ENCLOSURE AND EXTENDING TO GRADE, AND UP TO 18 IN ABOVE GRADE LEVEL WITHIN 20 FT HORIZONTALLY FROM A POINT VERTICALLY BELOW THE EDGE OF ANY DISPENSER ENCLOSURE. -DISPENSER FOR CLASS I LIQUIDS: CLASS I, GROUP D, DIVISION 2 WITHIN 3 FT OF ANY FILL OR DISPENSING POINT EXTENDING IN ALL DIRECTIONS. 2. ELECTRICAL ENGINEER TO REVIEW ALL DEVICES AND APPROVE CLASS/DIVISION. 3. PROVIDE ON EMERGENCY SHUT OFF DEVICE OR ELECTRICAL DISCONNECT, INSTALLED NOT CLOSER THAN 20 FT, OR MORE THAN 100 FT FROM THE FUEL DISPENSING DEVICES THAT THEY SERVE. EMERGENCY SHUT OFF SHALL DISCONNECT POWER TO ALL DISPENSING DEVICES, AND ALL ASSOCIATED POWER, CONTROL AND SIGNAL CIRCUITS AND TO ALL OTHER ELECTRICAL EQUIPMENT IN THE HAZARDOUS LOCATIONS SURROUNDING THE FUEL DISPENSING DEVICES. RESETTING SHALL REQUIRE MANUAL INTERVENTION AT THE EMERGENCY SHUTOFF SWITCH 4. UNATTENDED MOTOR FUEL DISPENSING FACILITIES DEVICES OR DISCONNECTS, SHALL BE READILY ACCESSIBLE TO PATRONS AND AT LEAST ONE ADDITIONAL DEVICES OR DISCONNECT SHALL BE READILY ACCESSIBLE TO EACH GROUP OF DISPENSING DEVICES ON AN INDIVIDUAL ISLAND. MAINTENANCE NOTES (FFPC CHAPTER 42): -ONLY PERSONS KNOWLEDGEABLE IN PERFORMING THE REQUIRED MAINTENANCE SHALL PERFORM THE WORK. -SHUT OFF ALL ELECTRICAL POWER DEVICES FOR TANKS BEFORE PERFORMING MAINTENANCE. -EMERGENCY SHUTOFF VALVE AL THE DISPENSER SHALL BE CLOSED. -VEHICULAR TRAFFIC AND UNAUTHORIZED PERSONS SHALL BE PREVENTED FROM COMING WITHIN 20 FT OF THE DISPENSING DEVICES. 2" INTERSTITIAL MONITOR PIPE 2" FITTING FILLING PORT 2" FITTING FOR OVERPRESSURE RELIEF DEVICE 4" FITTING THROUGH OUTER SHELL ONLY (SECONDARY) 4" FITTING FOR PRIMARY EMERGENCY VENT USE 2" FITTING FOR INTERSTITIAL SPACE TESTING 3" FLAT BAT GROUNDING LUG. \ 1� I '��:M 2" FITTING FOR SUCTION PUMP NOTE: DIMENSIONS ARE PER MANUFACTURER ACCORDING TO LISTING AND IN COMPLIANCE WITH NFPA 30A AND FFPC 2011 EDITION EXISTING TYPICAL TANKS OUTLETS%"PORiS A 1/2 IP - 1 )-0)s N Std N S NFPA 704 PLACARD FOR GASOLINE DRIVING DIRECTIONS TO CLOSEST FIRE DEPARTMENT NOT TO SCALE NFPA 704 FOR DIESEL LOCATION MAP NOT TO SCALE' PLACAR SITE PLAN 1" = 40'-099 'F6:: D' ARQUN��WlTH LINE' TYP. SECURITY FEATURES (FFPC 42.3,3.7) / / / / / 0 1 / / r .WAD D f �C�ANA1� /DU L ,T. � E C0 . Q D� oto revision: 1 02.18.15 BLDG. DEPT. LAI COMMENTS w. seafr -, l: rl ENRIQUE URfBE, P.E. Florida Licensed I Fire Protection Engineer License No. 60964 I U Z } 4� O U 'oz �O �U I 7a5 •_ ,0 d o o � CO om �O Ho Z U �m � e file name: CH14008-A-TS-A000 date: JULY 11/2014 title: EXISTING FLAMMABLE AND COMBUSTIBLE TANK CODE COMPLIANCE INSTALLATION DESIGN INDICATES EXTENTS OF SHADE CANOPY I _ MIN 20 FT "FIRE RESISTANT" FUEL TANKS (FFPC 42.3,3.4) } ro' _..... - - - - _... _._.. _._. _... _ - ....- - � MIN 20 FT PROryry TVIDE PRW IEiJ iIVL, ....... ... �+ 3.-0aa 'Za.�Oy? J V - -w---` f: 'v -_ S CONCRETE BOLLARDS AND CURB ;,.,..... i i { i BOLLARD (TYP). ------------ FPC 42.3.3.7.2) ELECTRICAL EMERGENCY FFPC 42.3.3.2. ' ELECTRICAL EMERGE NCY SHUT OFF MOUNTED ON F N T __ SHUT OF MOU ED ON r PROVIDE CONCRETE BOLLARD I CONCRETE BOLLARD (FFPC 42.3.7) PROTECTIVE (FFPC 42.5.7) BOLLARDS _._.. - _= AND CURB EXIST 4 CONCRETE 40-B NFPA 10 FIRE CONTAINMENT EXTINGUISHER IN CURB WEATHERPROOF - CABINET MOUNTED TO CONCRETE BOLLARD TANK ENLARGEMENT PLAN 3/16 " = 1'_0" FP -1 PLACAR SITE PLAN 1" = 40'-099 'F6:: D' ARQUN��WlTH LINE' TYP. SECURITY FEATURES (FFPC 42.3,3.7) / / / / / 0 1 / / r .WAD D f �C�ANA1� /DU L ,T. � E C0 . Q D� oto revision: 1 02.18.15 BLDG. DEPT. LAI COMMENTS w. seafr -, l: rl ENRIQUE URfBE, P.E. Florida Licensed I Fire Protection Engineer License No. 60964 I U Z } 4� O U 'oz �O �U I 7a5 •_ ,0 d o o � CO om �O Ho Z U �m � e file name: CH14008-A-TS-A000 date: JULY 11/2014 title: EXISTING FLAMMABLE AND COMBUSTIBLE TANK CODE COMPLIANCE INSTALLATION DESIGN