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Panel: A <br />400 AMPS <br />Poles: <br />12 Voltage: <br />277/480 <br />MAIN BREAKER <br />Phase: <br />3 Wires: <br />4 <br />LOAD SERVED <br />KVA <br />BRKR. <br />0 <br />BRKR. <br />KVA <br />LOAD SERVED <br />73.2 <br />1 <br />A <br />2 <br />0.0 <br />73.2 <br />3 <br />B <br />4 <br />0.0 <br />DCFC POWER BOX #1 <br />350/3 <br />30/3 <br />SPD <br />73.2 <br />5 <br />C <br />6 <br />0.0 <br />SPACE <br />SPACE <br />7 <br />A <br />8 <br />SPACE <br />SPACE <br />SPACE <br />SPACE <br />9 <br />B <br />10 <br />SPACE <br />I <br />SPACE <br />SPACE <br />SPACE <br />1 it <br />C <br />1 12 <br />SPACE <br />I <br />SPACE <br />Demand Load Summary: <br />EV CHARGER: 219.5 KVA @ <br />125% 274.4 KVA <br />Phase A: <br />915 KVA <br />330.1 Amps <br />Phase B: <br />9L5 KVA <br />330.1 Amps <br />Phase C: <br />9L5 KVA <br />330.1 Amps <br />Total Panel Load: <br />274.4 KVA <br />330.0 Amps <br />L ALL BREAKERS SHALL BE RATED AT 42,000 AIC. <br />X <br />GROUND BAR <br />X NEMA 311 <br />X <br />SEPARATE NEUTRAL BAR <br />FEED THRU LUGS <br />X <br />U.L S.E. RATED <br />EXISTING PANEL <br />X <br />SURFACE MOUNTED <br />: C <br />100mv <br />tales: <br />12 Voltage: <br />120/240 <br />MAINS <br />phase: <br />- <br />� <br />1 Wines: <br />----._._. <br />KVA <br />3 <br />L1aADS3:&W <br />LCAD33:&W <br />KVA <br />BR<R <br />yy <br />�DISPENS9W ALXFCIV ER <br />2.5 <br />1 <br />A <br />2 <br />ShiliCt7 <br />SPACE <br />DISI 9Et �2A XPCMER <br />25 <br />SI*CE <br />3 <br />B <br />4 <br />SPACE <br />SPACE <br />MINIGER NCERU33MCLE <br />0.2 <br />3? ACE <br />5 <br />A <br />6 <br />SPACE <br />SPACE <br />- <br />SPACE <br />-- SPACE <br />_ <br />S IAGE <br />SPACE <br />7 <br />B <br />8 <br />SPACE <br />SPACE <br />9 <br />1 A <br />10 <br />SPACE <br />SPACE <br />SIVICE <br />SPY4CE <br />11 <br />B 12 SPAACE <br />SPACE <br />Demand Lead Srrlmary <br />E1/Chargrg 5.0 KVA @125% <br />6.3 KVA <br />PhaseA <br />3.3 KVA <br />27.8 Amps <br />Phase B: <br />32 KVA <br />26.3 Amps <br />GenRweptwkm 02 KVA NCITE2 <br />02 WA <br />Total Panel Load: <br />6.5 KVA <br />27.0 Asps <br />1. AALLBFEAKEFSSF-IALL13ER4TIDAT10000AIC. <br />X GFUl1ADBAR <br />X <br />NE NA3R <br />X SEPAMIEN1 11RALBAR <br />REEDTHRLILUGS <br />2 RF6ST10KVAAT100A FESTAT50% <br />U.L SE RUM <br />' E)MNGPA43- <br />X R M MCUNM <br />Panel: B <br />400 AMPS <br />Poles: <br />12 Voltage: <br />277/4W <br />MAIN BREAKER <br />Phase: <br />3 Wires: <br />4 <br />LOAD SERVED <br />KVA <br />BRKR. <br />0 <br />BRKR. <br />KVA <br />LOAD SERVED <br />73.2 <br />1 <br />A <br />2 <br />0.0 <br />73.2 <br />3 <br />B <br />4 <br />0.0 <br />DCFC POWER BOX #2 <br />350/3 <br />30/3 <br />SPD <br />73.2 <br />5 <br />C <br />6 <br />0.0 <br />PANEL'CVIA 25 KVA XFMR <br />2.7 <br />60/2 <br />7 <br />A <br />8 <br />SPACE <br />SPACE <br />2.5 <br />9 <br />B <br />10 <br />SPACE <br />SPACE <br />SPACE <br />SPACE <br />11 <br />C <br />12 <br />SPACE <br />SPACE <br />Demand <br />Load Summary: <br />EV CHARGER 224.5 KVA <br />@ 125% <br />280.6 KVA <br />Phase A: <br />94.8 KVA <br />342.1 Amps <br />Phase B: <br />94,6 KVA <br />34L4 Amps <br />Gen Receptacles: 0.2 KVA <br />NOTE 2 <br />(12 KVA <br />Phase C: <br />915 KVA <br />330.1 Amps <br />Total Panel Load: <br />280.8 KVA <br />337.7 Amps <br />L ALL BREAKERS SHALL BERATED AT 42,000 AIC. <br />X <br />GROUND BAR <br />X NEMA 3R <br />2. FIRST 10 KVA AT 100%, REST AT 50%. <br />X <br />SEPARATE NEUTRAL BAR <br />FEED THRU LUGS <br />X <br />U.L S.E. RATED <br />EXISTING PANEL <br />X <br />SURFACE MOUNTED <br />PANM BCFEDUE NMW OCR ALL PAN" <br />1. VALUES FOR DEMAND LOADS INCLUDE ALL CODE FACTORS SUCH <br />AS 125% FOR CONTINUOUS LOADS, 125% LARGEST MOTOR, ETC- <br />2 ALL PANEL DIRECTORIES SHALL BE COMPLETED IN ACCORDANCE <br />WITH NEC 406.4 <br />3. CONTRACTOR SHALL PROVIDE MULTIPOLE BREAKERS IN LIEU OF <br />ALL SINGLE POLE BREAKERS SHOWN WHEN MULTIWIRE BRANCH <br />CIRCUITS ARE INSTALLED PER NEC 210,7. <br />4 PROVIDE ARC FLASH HAZARD WARNING LABELS AS REQUIRED <br />ON ALL PANELS AFFECTED BY THIS WORK. COMPLY WITH NEC <br />110.16. <br />5. CONTRACTOR SHALL PROVIDE IDENTIFICATION FOR NEW <br />FEEDERS AND ANY NEW BRANCH CIRCUITS PER NEC 200.6. 210.5, <br />AND 215.12 <br />IMSPIRtSER #1 DISPENSER 02 <br />RISER KEY NOTES: <br />Q METER BASE BY CONTRACTOR. <br />METER BY POWER COMPANY. <br />COORDINATE AS REQUIRED. <br />PROVIDE WEATHER PROOF <br />LABEL ON METER TO INDICATE <br />THE SERVICE VOLTAGE <br />(480/277V, 3PH.) <br />Q 480/277V, 3PH, 500KVA NEW <br />PADMOUNT TRANSFORMER BY <br />UTILITY. PIT AND PAD BY <br />CONTRACTOR. <br />Q UL, SE AND NEMA 3R RATED <br />PANEL. 42,000 AIC. PROVIDE <br />ADDITIONAL LABEL IN THE <br />PANELS TO SHOW THE <br />AVAILABLE FAULT CURRENT. <br />® UL AND NEMA 3R RATED <br />PANEL. 10,000 AIC. PROVIDE <br />ADDITIONAL LABEL IN THE <br />PANELS TO SHOW THE <br />AVAILABLE FAULT CURRENT. <br />Q SURGE PROTECTION DEVICE <br />(SPD). KENICK MODEL #MPAF <br />4803P. <br />AL CAP PLATE WITH SEAL <br />WELD, TYP <br />ALUMINUM RT 4X4X} POST, <br />TYP <br />NOTES <br />1. STRUCTURAL DESIGN PER FLORIDA BUILDING <br />ALUMINUM UNISTRUT W/ CODE 2D23 EDITION AND ASCE 7-22 FOR WIND <br />STAINLESS STEEL BOLT DESIGN. WIND LOAD:150 MPH, EXPOSURE C, <br />CONSTRUCTION RISK CATEGORY 11 SOIL ALLOWABLE BEARING <br />2,000 PSF. <br />2. ALL REINFORCING STEEL SHALL CONFORM TO <br />ALUMINUM 1 ASTM A615, GRADE 60. <br />1� UNISTRUT 3. ALL CONCRETE SHALL DEVELOP 3,000 PSI <br />P10wT. TYP MINIMUM COMPRESSIVE STRENGTH AT 28 <br />DAYS. <br />4. ALUMINUM FABRICATION SHALL BE IN <br />CONFORMANCE WITH THE ALUMINUM <br />ASSOCIATION, INC. "SPECIFICATIONS FOR <br />ALUMINUM STRUCTURES." <br />GRADE 4.1. EXTRUDED SHAPES - ASTEM B223: <br />6061-T6, 6061-T651 ALLOY. PIPE SECTIONS <br />I I I I I I ARE SCHEDULE 40 U.N.O.. <br />4.2. BOLTS - ASTM A193; GRADE B8 OR ASTEM <br />5)16 BARS ® j j j j 1 1 36 276 TYPE 316 STAINLESS STEEL. <br />EQ. DISTANCE I 1 I I 1 1 TYP. 4.3. NUTS - ASTM A/94; GRADE M OR ASTEM <br />fCi TIES ® 276; TYPE 216 STAINLESS STEEL <br />13 12' O.C. I I I I 11 5. WELDING ALUMINUM SHALL CONFORM TO <br />LJ LJ LJ <br />AWS D1.2 & AWS A5.10 AND THE <br />REQUIREMENTS OF THE ALUMINUM <br />CONCRETE BASE ASSOCIATIONS "ALUMINUM DESIGN MANUAL" <br />CROSS SECTION 18' NP• (LATEST EDITION) TABLE 7.1-1 FOR WELD <br />FILLERS FOR WROUGHT ALLOYS. ALL WELD <br />SHALL BE SHOP WELD. <br />2 PANEL SUPPORT ELEVATION VIEW <br />WAM KM <br />© UL, SE AND NEMA 3R RATED <br />NON -FUSIBLE SAFETY SWITCH. <br />480V, 2P. SWITCH SHALL BE OF <br />THE OPEN BLADE DISCONNECT <br />TYPE. SWITCH WILL SHUT <br />DOWN ALL CHARGING <br />SYSTEMS FOR THE SITE VIA <br />CONTROL INTERLOCKS. <br />07 BTC POWER <br />EVPC-200-2-480-3-65 200 kW <br />POWER BOX <br />® THE DISCONNECTING MEANS <br />FOR THE DCFC POWER BOXES <br />SHALL BE LOCKABLE OPEN <br />PER NEC 625.43. THE LOCKING <br />DEVICE SHALL MEET THE <br />REQUIREMENTS OF NEC 110.25. <br />Q BTC POWER <br />EVDSP-350-5-120-0-2-C-4-0 <br />DISPENSER <br />SERVICE ENTRANCE <br />EQUIPMENT <br />NEUTRAL BAR <br />GROUND CLAMP ON EFFECTIVELY <br />GROUNDED METALLIC WATER MAIN <br />PER NEC 250 52(A)(1) (WHERE <br />AVAILABLE) <br />(WHERE REOUIRED) 314-0 X 10-0" CU <br />GROUND ROO DRIVEN TO *&' BELOW <br />FINISH GRADE PER NEC 250.52(Ax5) <br />(PROVIDE HAND HOLE FOR <br />INSPECTION) <br />® 4 500 KCMIL - 4" C. <br />® (2) 3 250 KCMIL, 1 #3G - 2 1 /2" C. <br />© 1 #2/0 G <br />© 2#10, 1#1OG -1" C. <br />® 3#6, 1#1OG - 314" C. <br />® 2#250 POS + 2#250 N EG, 1 #2G, <br />RATED 1 kV MIN - 4'C <br />' 2"C - DATA <br />THIS DETAIL IS INTENDED AS AN AID ONLY, THE <br />CONTRACTOR IS RESPONSIBLE FOR COMPLYING <br />WITH ALL PROVISIONS AND REQUIREMENTS OF <br />NEC 250 SECTION III INCLUDING THOSE NOT <br />SPECIFICALLY REFERENCED HERE <br />EXOTHERMIC WELD TO <br />EFFECTIVELY GROUNDED <br />BUILDING STEEL PER DEC <br />250.52(A)(2) (WHERE AVAILABLE) <br />GROUND BAR <br />SEE RISER DIAGRAM FOR GROUNDING <br />ELECTRODE CONDUCTOR SIZES. (ALL FULL <br />BOLTED TYPE <br />CONNECTION OR <br />EXOTHERMIC WELD PER <br />NEC 250.64(C) <br />• NONMETALLIC PROTECTIVE <br />SLEEVE <br />CONCRETE ENCASED ELECTRODE <br />2U_C. MIN. <br />PER NEC 250.52(A)(3) (WHERE <br />LENGTH AVAILABLE) 1I2" REBAR OR #4 (MIN) <br />BARE COPPER. <br />3 SERVICE G30UND DETAIL <br />NONE <br />RISER NOTES <br />1. DESIGN IS BASED ON AN ESTIMATED FAULT CURRENT OF 42,000 AMPS. THE CONTRACTOR <br />SHALL COORDINATE WITH THE UTILITY ACCOUNT HOLDER AND POWER COMPANY TO <br />CONFIRM THE VERIFIED AVAILABLE FAULT CURRENT AND SERVICE ENTRANCE CONDUCTOR <br />LENGTH. THIS INFORMATION SHALL BE SUBMITTED TO ENGINEER AS PART OF THE GEAR <br />SUBMITTAL, PRIOR TO BEGINNING WORK <br />2. CONTRACTOR SHALL. MEET ALL REQUIREMENTS OF NEC 250.50 FOR SERVICE GROUND. <br />CONNECT TO STRUCTURAL STEEL AND METAL WATER PIPING IF APPLICABLE SEE SERVICE <br />GROUND DETAIL FOR MORE INFORMATION. <br />3. PROVIDE PLAQUES PER NEC 230.2(E) AND GRAPHIC KEY BANS FOR EACH SERVICE AND <br />SERVICE DISCONNECTING MEANS FOR EACH SERVICE- ALL DISCONNECTING MEANS FOR <br />EACH SERVICE SHALL BE GROUPED. LABEL EACH DISCONNECTING MEANS FOR EACH <br />SERVICE AS DISCONNECTS _OF_ FOR SERVICE NUMBER p OF_ <br />4. GROUNDS FOR ALL SERVICES SHALL BE BONDED TOGETHER PER NEC 250.58 AND SHALL <br />MEET ALL REQUIREMENTS OF NEC 250.104. <br />5. SERVICE DISCONNECTS IN PANELS W &'B' SHALL BE LABELED ON SITE AS SERVICE <br />DISCONNECT PER NEC 230.70(B) <br />6. NEW SERVICE ENTRANCE CONDUCTORS FOR PANELS W & Tr SHALL NOT BE MORE THAN <br />TWICE THE NOMINAL WIDTH OF THE SERVICE ENCLOSURE ROUTED HORIZONTALLY AND <br />SHALL NOT BE MORE THAN THE GREATER OF & OR TWICE THE NOMINAL HEIGHT OF THE <br />SERVICE ENCLOSURE ROUTED VERTICALLY INSIDE THE BUILDING PRIOR TO THE MAIN <br />BREAKER <br />7. THE CONTRACTOR SHALL COORDINATE THE RESPONSIBILITY OF THE TRANSFORMER PAD <br />WITH THE UTILITY COMPANY UNLESS OTHERWISE CONFIRMED WITH THE POWER COMPANY, <br />THE TRANSFORMER PAD IS TO BE PROVIDED BY THE EC. AT THE DIRECTION AND <br />SPECIFICATION OF THE UTILITY COMPANY. COORDINATE WITH UTILITY COMPANY- <br />8. PROVIDE LABELING AND GRAPHIC KEY PLAN AT MAIN ELECTRICAL PANEL (OR PANELS) <br />SHOWING THE LOCATION AND IDENTIFICATION OF THEIR DISCONNECTING MEANS. <br />9- CONTRACTOR SHALL PROVIDE LOW POINT IN ELECTRICAL SERVICE CONDUITS WITH A <br />FRENCH DRAIN AND SLOPE BACK UP AS REQUIRED INTO EACH SET OF ELECTRICAL SERVICE <br />CONDUCTORS SINCE ELECTRICAL SERVICE ENTRANCE IS LOCATED BELOW PAD -MOUNTED <br />TRANSFORMER. COORDINATE W/ FIELD CONDITIONS AS REQUIRED. <br />10. PER NEC 110.16 AND 110.24, THE SERVICE EQUIPMENT ENCLOSURE(S) SHALL BE LEGIBLY <br />MARKED IN THE FIELD TO INDICATE THE AVAILABLE FAULT CURRENT AND ARC FLASH <br />HAZARD PRIOR TO FINAL INSPECTION. THE ELECTRICAL CONTRACTOR SHALL OBTAIN, FROM <br />THE POWER COMPANY, THE ACTUAL AVAILABLE FAULT CURRENT AT THE POINT OF <br />DELIVERY AND SHALL OBTAIN, FROM THE GEAR MANUFACTURER, THE CLEARING TIME OF <br />THE SERVICE OVERCURRENT PROTECTIVE DEVICE. THE CONTRACTOR SHALL CONTACT THE <br />ENGINEER WITH THESE VALUES AND THE VERIFIED LENGTH OF CONDUCTORS RUN FROM <br />THE POINT OF DELIVERY TO THE SERVICE ENCLOSURE FOR CALCULATION OF THE <br />AVAILABLE FAULT CURRENT. THE RESULTING CALCULATED VALUES SHALL BE MARKED ON <br />THE EXTERIOR OF THE SERVICE ENCLOSURE ON AN ENGRAVED PLACARD THAT SHALL READ <br />AS FOLLOW& <br />NOMINAL SYSTEM VOLTAGE: <br />AVAILABLE FAULT CURRENT' <br />SERVICE OCPD CLEARING TIME: <br />DATE LABEL APPLIED: <br />11. ALL DRY -TYPE TRANSFORMERS SHALL BE PROVIDED WITH CLASS 155 OR HIGHER <br />INSULATION AND SHALL 13E COMPLETELY ENCLOSED EXCEPT FOR VENTILATING OPENINGS. <br />O <br />C <br />O5^1 <br />OD <br />O <br />M <br />v UO <br />0 <br />I <br />le <br />• <br />8to <br />1 <br />W <br />]F av <br />Z <br />v J� tx <br />[yl� t' <br />c� ' <br />J N <br />_ M <br />W M <br />R J <br />V � LL <br />UI <br />~ bo _ <br />Ln GC <br />= M = <br />a 'n n- <br />w w <br />N N <br />DATE: <br />SEPTEMBER 23, 2024 <br />CONTENTS <br />RISER DIAGRAM 8 <br />PANEL SCHEDULE <br />SHEET <br />a <br />E=1 01 <br />