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HomeMy WebLinkAboutPLANS1101- 0035 s0 % St �4c�gc�tFp �Unty D 110L.3 kW DC PV CANOPY FORT PIERCE 2800 N HWY Al A, Fort Pierce, FL 34949 MAIN ENTRANCE FILE COPS" RECEIVED JUL 01 2019 ST. Lucie PgUnW, Permitting VICINITY MAP 4 SCOPE OF WORK CAR CANOPY PHOTOVOLTAIC SYSTEM. WHICH WILL CONSIST OF A SPECIFIC INTERCONNECTION LOCATION. A DATA ACQUISITION SYSTEM. INCLUDING INSOIATION MONITOR, WILL BE INSTALLED AT THE ARRAY FOR THE PURPOSES OF MONITORING ENERGY PRODUCTION. ST.LUCIE COUNTY PLAN REVIEW BLDG: SHEET INDEX SHEETNO. INOEXNO. DESCRIPTION DATE I. G-1 TIRE SHEET 2. G-2 GENERAL NODS AND SYMBOLS ELE 3. A-0 SITE PLAN DATE:% q 4. 5. A-1 A-2 CANOPY COLUMNS LOCATION EQUIPMENT a AND CONDUIT SITE PLAN 6. A-3 INVERTERS EQUIPMENT k NVERTERS AND CONDUIT SITE PLAN PLUMB: 7. A-4 WARNING IABE] ✓k PLACE CARDS 8. E-1 ELECTRICAL SINGLE LINE AND FEEDER SCHEDULE DATE: 9. E-2 CIRCUIT DIAGRAM PAN 10. E-3 UGHONG LAYOUT PLAN MECH: 11. S-1 EQUIPMENT AND STRUCTURE DETAILS 12. 0-1 DETAILS AND SPECIFICATION DATE: I& D-2 CONSTRUCTION DETAILS 14. D-3 GRDUNDING DETAILS GENERAL PROJECT DESCRIPTION THIS PROJECT IS FOR THE INSTALLATION OF 294 SOLAR PANELS RATED AT 375 WATTS EACH FOR A TOTAL INSTALLED DC CAPACITY OF110.3 KWp. THESE SOLAR PANELS ARE CONNECTED TO 2 EA, 43.2 KW INVERTER THAT INCLUDE DC OPTIMIZERS. THE ELECTRICAL ENERGY OUTPUT BY THIS SYSTEM DIRECTLY FEEDS THE RESIDENCE 0NSITE LOAD AND CONNECTED TO THE UTILITY METER. THE SYSTEM IS CONNECTED AS A NET ENERGY METERED SYSTEM AS DEFINED BY THE CPUC. IT IS DESIGNED TO OFFSET SOME OR ALL OF THE ELECTRICITY USED AT THE SITE. THE PANELS ARE MOUNTED TO THE ROOF USING THROUGH BOLTING AS DESIGNED BY THE MODULE MANUFACTURER TO MEET OR EXCEED 2016 CBC. II PROJECT CONTACTS II 2800 N HWY A1A, Fort Pierce, FL 34949 APN: SOLARIlNLTIY PARTNERS LLC 20771 GROVELINE CT. ESTERO, FL 33928 P: 9048913355 CVC #56727 SOLARUTILTTY PARTNERS LLC 20771 GROVELINE CT. ESTERO. FL 33928 P: 9048913355 CVC #56727 11 CODE COMPLIANCE 11 2016 DEC 2014 NEC WIND AND SIESWC ASCE 7-10 S I— w LU iz sm—c ia_=-._ ass m R \e ABBREVIATIONS A AMPERE MLB MAIN LUGS ONLY AL ALTERNATING CURRENT MLM THOUSpNO CIRCULAR MIL(.) MR AIR HANDLING UNIT N NEUTRAL AL ALUMINUM BEG NBRMALLYCIpSED AWE AMERICANWIREGAUGE NEC "MD. ELECTNC CODE GREG BACKBOARD OF NONFUSE CB LIRCU?BRFARTR NO NORMALLYBPEN CST CIRCUIT OOP OVER CLURENTHROTECTI. WIND CONDUCTOR PB PANEL.. CT CURREMTRANSFORMER PH B PHASE CU COPPER PLOC9 POINTOFCBNNECTION DC DIRECT CURRENT P.O.D.. POINT OF DISCONNECTION DEC OI.CONNECTSATCH MG PRIMARY ON 0. PyC POLYVINYL CHLORIDE OP DOUBLE POLE NO EpSTINGRELOCATEO (E) EXISTING RECPT RECEPTACLE EC ELECTRIC4 CONTRACTOR ROLE RIGIDGALVANI2EDSTEEL EM EMEREENCY SL SKYLIGHT EMI ELECTRICAL METALLJLTUBINO ON BOLIDNEUIR/J. IER) EXISTINDTOBEREMOVEO SW SBMCH MANS GROUND SWEET SWITCHBOARD FS FUSIBLE SWITCH T TELEPHONE PUT FUSE TB TERMINALBLOLK GET GROUND FAULT INTERRUPTER TEFL TOTALLY ENCL05W FAN DER. GS GROUND SHOT(EI£VATION) TRANS TRANSFORMER NEC FREOUENCY(LY"J'S PER SECOND) TYP TYPICAL JB JUNCTION BOX V VOLT(S) K HEYOPERATED VA VOLTAMPNERE(5) HIM ..LTPMPHERE WA VFM TO ATMOSPHERE KW SILOWATT(S) W COATI SWH KILOWATT HOUR WA WATT HOUR L LINE SUP WELTHERPRWF mA MILLWAP MCB MAIN CIRCUIT BREAKER SYMBOLS: �� POWERTMNSFORMER J EME NSEO SWITCH r\ CIRCUIT BREAKER 1 EARTH GROUND ® POWER CONDITIONING SYSTEM(N-FER) FUSED COMBINER BO% © ELECTRICALPULLBOX -T- TELEPHONE CONDUIT AND WIRING -1yIDyI�- DATACCNOUITANOWIRING ry OUPLEXLMEVIXTAGE(120L9 ®I EOURNIENTGRWNOBUS PVMOOULE GND II OBSERVATION OF CONSTRUCTION 1I IN ADDITION TO INSPECTIONS BY THE AUTHORITY HAVING JURISDICTION, OBSERVATION OF THE CONSTRUCTION BY THE PROJECT ENGINEER IS REQUIRED. SOLAR UTILITY PARTNERS SHALL PHASE THE PROJECT AND COORDINATE WITH THE ENGINEERING STAFF TO ENSURE THAT THE PRIMARY STRUCTURAL ELEMENTS OF THE CONSTRUCTION ARE OBSERVED PRIOR TO COVERING WITH FINISHES OR OTHER MATERIALS. AS A MINIMUM, OBSERVATION BY THE ENGINEER IS REQUIRED AS FOLLOWS: I. EQUIPMENT LAYOUT. 2. MODULE MOUNTING EQUIPMENT LAYOUT. INTERCONNECTION NOTES II BEFORE TURNING W THE INVERTER OR 4DSw4 ANY OF THE INVERTER DISCONNECTS. THE FOLLOWING COMMISSIONING E SMALL BE IGIMQGU. 1. PROCEDURE ETHAT THE INVERTER IS PROPERLY DAMAGES, AS DESCRIBED BY THE MANUFACTURERS INSTRACTI WS AND THE DRAWINGS CONTAINED IN THIS DOCUMENT. 2. MERGER (INSULATIONS) TEST ALL CORRECTORS FOR ACCEPTABLE RESISTANCE TO BETWEEN THE CONWCTDR UNDER EST AND GRWND. SIR D 3. CHECK THE INVERTER DC INPUT FOR ROVER POLANTY, 4. MEASURE THE DC INPUT VOLTAGE TO THE INVERTER IS WITHIN ME TRENDS RANGE FOR START M AS DEFINED BY THE INVERTER RATING LABEL AND THE ACCOMPANIED REN ALLATIW MAxJLL. 5, CHECK THIS AC INPUT VOLTAGE II ELECTRICAL NOTES II I ALL INSTALLATION AND EQUIPMENT SHALL BE DESIGNED AND CONSTRUCTED TO COMPUTER TO NEC 2014 ARTICLE 690, 2. A.A. SIGNAGE/PLACBARD SHALL BE MCI PER NEC 2014 ARTICLE 690, 3. WITHIN EVERY FULL BOX. TERMINAL BOX AND OTHER LOCATIONS WERE CIRCUIT CONDUCTORS ARE NOT READILY IDENTIFIED BY CIRCUIT OESIGNATIDN, IDENTIFY AND LABEL EACH CONDUCTOR OR SET OF EMPLOYERS. 4, CONDUIT LAYOUT SHOWN WITHIN THESE DOCUMENTS ARE DIAGRAMMATIC ONLY, FIELD CREW SHALL ROUTE AND mnE CONDUIT TO SUIT SITE EMBITTERS - FIELD MEW WILL COORDINATE ALL CHANCES IN WIPING AND CONDUIT WITH THE EK51NES OF RECORD. 5, WHERE CONWROR AND CONDUIT POUTING IS NOT SHOWN, AND DESIGNATION IS ONLY INDICATED, CONSTRUCTION MANAGER SHALL DETERMINE EXACT ROUTING AND LENGTHS REWIRED. A SHOP OF PROPOSED INSTALLATION SHALL BE DETERMINED SO THE PROJECT MANAGER IPIOR TO 65 UNDERGROUND COMBAT SHALL BE UV RESISTANT drtOMR RATED SMERILE 40 PVC. ROOFTOP CONDUIT I BE EMT, IMC OR ALTERNATE EDOBATERY. INDOOR CAQUTI MAY BE HT OR ALTERNATE EOANGUES . T. BENDS SHALL NOT DAMAGE THE RACEWAY OR SIGNIFICANTLY CRANED THE INERNAL DIAMETER W THE RACEWAY (N0 AWNS). B. SUMRT CONDUCTING IN VERTICAL CONDUITS SHALL BE IN ACCORDANCE WITH NEC 2014 REQUIREMENTS, 9. INSTALL ALL WIPING MATERIALS IN A EAT WORKMAN LIKE MANNER, (SING GOOD MADE IRACTI[ES AS SHOOED IN CHAPTER 3 OF THE NEC. Bh ARRANGE CONDUIT TO MAINTAIN ROBOPWN AND IN A NEAT INCONSPICUOUS MANNER. RUN PARALLEL AND AT RIGHT ANGLES TO STRUCTURAL MEMBERS. POUNDS BOXES,FITTINGS AND TWOS FOR CHANGES IN CONDUIT POUR, FASHION CONDUIT SECURELY IN MACE. II. SUPPORT COMMIT USING STEEL OR MALLEABLE IRON SHAM, My IN ADJUSTABLE HANGERS, CLUBS HANDED AND SPLIT NANCEBS. HANGER SPACING SHALL BE INSTALLED EVERY 10MARRIOTT USE APPROVED BEAM CLARM FEW CONNECTION TO STRUCTURAL MEMBERS 12. HOSTILE BULL AND JUNCTION BOXES WHERE REQUIRED TO FACILITATE THE INSTALLATION OF WIRING, IN ADDITION TO THESE BROWN IN THESE DOCvnexa, 13, WHEN FIELD BUSHELS IS REQUIRED, THE CONDUIT SHALL BE CUT SQUARE AND DEBASED. I4. CONDUIT S12E5 MY DEPUTIES SHALL ronTWM TO NEC 2011 REQUIREMENTS FOR CWEN FILL, MINIMUM COMPLY SITE 112 15. THE MINISTRY WIE SIZE SHALL BE RI0 AWG. I6- SAFETY REGULATIONS, SUCH AS LOCK -OUT YANG TAG -COT, MUST BE ASSUMED BY THE FIELD MEW TERMS CONSTRUCTION. IT. THE WIG SIZES GTABEO, IN THESE DOCUMENTS. AGE BASED ON ESTIMATED CONDUIT ROUTING AS SMSEWL SHOULD MF CAWrt UNWIND SURFACE E DUE TO LOCATIW /O OF SCONCE AND/OR MUTING. THE CONDUITS AND THE CONDUCTORS MAY NEED PESILINO. PLEASE CONTACT TTHEEN GLEER MISS TO HAVING FILED CHANGES. IB, ALL roNWCTOG SHALL BE THMNITMWN-2 FOR ABOVE WASHING AND RHW-2 FOR BELOW W0A0, USE GAVE OFFER GROUND WERE ARMICARVILE 19. INVERTER INTERCONNECTION VIA BOB TAP IS ONLY ALLOWABLE WHEN AM ONEPCWENT PROTECTION DEVICE, FIRED AC DISCONNECT, IS LOCATED WITHIN 10' OF THE TARED COMPROMISE. P 2014 ARTICLE 240.21 M CRIMPED MM A SINGLE VIDE MIMI LUG R NEC BV MINIMUM F 00Y ED. LDLS SMALL BE [BE MADE OF HE MANUFACTURER ANDS IH RpNE FOR HIGH OADUCTIVI MY, THE LUGS MOST BE NAMC MANUFACTURED W MILSCONLA W 600V DC. THE CRIMP MUST IV MINE WITH WITH H FASTENER FOR ED TO DEVICE TO dCREVE PRTHEP rnIMP CONNECTION. USE STAINLESS STEEL W oiER NWREEMER VE HARDWARE WND FACTS SHALL LOEUEO TO ME VALUE YEtlFlEO BY THE AND VARGE MANUFACTURER IGidNATITH HEAD ON ALL RUPEE PRISES. ENIMUMSURE BEND ACUE SMALL BE OBSERVED TOMAINTAINED MAINTAIN G TOPROENSURE SA QUALITY MANEGFMFxi N THE LOdO ENTER OR MdGFORnER ENSURE MpF ACCEPTABLE CLEARANCES dE MALTAIXEO i0 ENSWE SAFE CWTIXIIOUS USE. 21, CHANCES U ME MODULE MANUFACTURE RAWAS HOVEL MAY INVALIDATE THIS DESIGNS SWING LENGTH. CONDUIT ROUTING AND ELECTRICAL DES' SUM ALL MWIAES AND OTHER ELECTRICAL EQUIPMENT CxANEES MUST BE AMENDED BY ME PROJECT MANAGES AND BE IN ACCORDANCE WITH E NEC TO MAINTAIN PROFESSIONAL LIABILITY AND DESIGN SAFETY. GENERAL NOTES H NEON COraiw[nON, IF SPECIFICALLY MEANWHILE IN THE OoSHALL BE uwREnllEo ANMUNBEO BY EVER' OR IN) UVA.). 2, CASTING CONSTRUCTION, IF SPECIFICALLY NOTED IN TIE ENwIx55. SxeLL ALWAYS SE P4Nup.1'EXIST- US (EI- 3. CONTRACTION MANAGER TO VERIFY ALL COMIPMS AND BROTHERS ON AGE, ALL IXMINSISTEAVED SHALL BE SAVE - TV ORMATION PAN EXISTING CONETTAGNI DES (BATTLES NFOR LITIA. SHARON' WOODEN BY RE AN iI IE INS. AMM AR, SOLAR UTILITY LPARTNERS WOMAN THESE SOURIESOBE PLUsO, MY ANSUNTES I 5.TENECTNC4 FOREMAN ISDADVISED THANALL Nw NGS. ACTUAL CmrtNM Y BAINAAS(IxaUTORS THE 'FROZEN MANUALUEN w. THE FIELD CHEW A AOVImD TO HAVE ALL COMPONENT SwNwES IN PECITION NO MUM REMOVED PRIDE TO INSTALLATION OF FUSE-GAUTIM EMINENT, 6„EFDA FSAFETY IT IS ECOMELAN D THE INSTALLATION CREW ALWAYS MAPS A MIN ORM OF NO FARE MORNING TOGETHER. r, THE PHOTOVOLTAIC SYSTEM IS TO BE INSTALLED FOLLOWING THE CONVENTION, OF THE NATIONAL ELECT- CODE OR ANY LOCAL ONE THAT MAY SNrtN¢DE THE NEC. 6. ALL CONHE PARTICULAR AMPNT2 TD EEEGINSTALLED MENT ANAu BE MENASPROLONGATIONS I'Ll SR WTWaS RATED. BETTER Euuss LOCATED rtNMO USE VE. 9. OC VOLTAGE MUM THE ASSAY IS ALWAYS MERCURY AT WE BE mne11®VDISCvegeeT SHOUTED AND THE BE FITTINGS UP THE RANGES. CABLE DAYUGHT HOLTHAT THE SOLAR MODULES ARE BRE NNAN WHE EAS ME. AE�ERFNZED TV JOHT, QroNLr.It SYSTEM aE WARNED 10.. THE UFWTY INEMA UIw MINT SHALL Be Cwnuxr wI" NEC.14 ARGUED 00.64. PLURAL Fu1Dw THE NEEDE ED WITHIN THEAD DOCUMENTS TO T THIS EMBEDDED IF THE CPHOTOVOLTtS SYSTEM xGRwNIxG SHALL wwuv ROM NEC E2014 BAYOU 690 45 END 69047. 12. THE wrs. IF VNCL`C'TRffX ANCE NOT A"A�NT, TRY CONTRACTOR Al_ MAPS SUNTURY N`F0MA TO MOUNT ENTYPENT SUCH MAY IT - BE PER. UBUTH A. SOLD BY . 1. EAST THE MINE OF THE FROTTAIDILTARD SHALOM A. MY METAL SHAVINGS RESULTING FROM SITE WORK SHALL BE CLEANED FROM ENaDWRE mSIO3, TAP MANAGES ON INGFOURVE THE (GRAND RAVERFACE AND ANY OTHER APAIN HATTLE IZED AT ANSI METAL AI MAY CAME NOT. ELEFFECAL SHORT OREGON IN OTHER DAMAGE. PROCEDURAL NOTES II I. FPIOR i0 COMMENCEMENT OF ANY WORK, PLL INSPECTION [ESTHEONS MOST BE 514NE0 AND DAD BY TAUTHORITY HAVING 'TRISECTION fAHJ) AND SOLAR UTILITY PARTNERS MOUNT XANABER AS THEIR DELECAE, THE FIELD CREW SHALL NOTIFY THE EFFICACY MANAGER OF ANY DISCREPANCIES NOTED AMONG SHE COUNTING. MANUFACTURER ECMMENOAWONS OR CODES, REGULATIONS Ox PLUS OF THE AHJ. 2. ALL DIMENSIONS OF EXISTING CONDITIONS MOST BE VISITED PRIM M TO CMENCIXG WORK. 3. THE FIELB CREW IS RESPONSIBLE FOR ALL BRACING AND SNORING OF EOOFTExT CHAINS INSTALLATION. 4. THE FIELD CREW SMALL BE ANTENNAE FOR ALL SAFETY PRECAUTIONS AND MEASURES ON SITE: THE ENGINEER FAA NO OVERALL SUPERVISORY AUTHORITY exD NO DIRECT RESPONSHBwTY FOR THE EFEunC WORKING CONDITIONS, 5. CREW LEANER ECMMMMO CHANGES SMALL BE SUBMITTED, TO WRITING, THE PROJECT MANAGER FOP APPROVAL, AFmOVES CHANGES SMALL DATE A DRAWING REVISION TO MAINTAIN MINIMAL. OVER THE ENGINEER APPROVED SEEN VIA 0 GETTING! FROM THESE CONSTRUCTION IFM__0DU LE INSTALL NOTES II L WAYS M THE xwNE INSTALLATION MLYUAL FEN SUNNUM AL DETAILS M ARMS, UNPACnNB. HAME.G. PLANNING A. -SITUATION 2. THE NODULES MAY BE ARMED WITH SEVERAL MINXES AM PAUEIrtNITAIER. TAPE CARE WHEN SHORING THE A NER SERUM THAT D-A ARM 5 NEVER R LEAVEDA MODULE UIISUMMED US DISSM®. CBUDOx: TILE ARE NOT TO SECTION. TEAR OR BEAM THE DOUBLED NAM wEETISLFACI MODULE HIN DAMAGE T ACM RE NET TD BE IMrpuED.. INVERTER COMMISSIONING 11 BEFORE REMAND w THE INVERTER OR OWING ANY SH THE INVERTER BRUNT Fns. THE FOLLOWING COMMISSIONING PROMETTE STALL AS GUILINTED. I. CxFOR MAT ME INVERTER 6 PROBABLY GxowON. AS DESCRIBED By FIE MPATEPITwFm 111 AUBT.- AEG TRUE DERFAINGE CONTAINED RE THIS SOMMATI, 2. MERETL (INSULATION) EST ALL CdwLTxrs FOR ACCEPTABLE ENSTME TO BEMEEN TE LOxwciw UNDER RST .A GENED SM O 3, CHECK THE INVERTER BC I FOR PROPER POLARITY. 4. MFAMI FIE BC IMAS VOLTAGEGTO THE MANNER IS WHOM THE ERNES RAKE FOR STANT BE AS DEFINED By NE TWENTY RATING LHEA BUD THE AC ARRAY COMMISSIONING 11 MFORGE TUR'"ING ON THE MOTHER US ..NO AN' RE ME ROVESTER MUCHAVETTS. MY MUSSED UNHAMPERED I MAX THAT THE INVERTER V MONKEY GREATING, AD ...TIED 01 TIE M�FAC�� INSTRUCTIONS AN. 2 MERGER (INGFULATIMIT TEST � CGINGLETERS CR ACCEPTABLE DCl-lC BETWEEN ME CONDUATOR UNDER 'IS' AND GROURD. IN A G BREAK THE INVERTER DO INPUT FM NEVER PULAUSTY 4. MEASURE LEE US WENT VOLTAGE TO ME INVERTER 15 VNIFIR THE EVERY RANGE 'A' STAR' UP. AT DEFINED iTV TIE INVERTER RATING LABEL ADD THE SALAMI ENTUALFALON PARVIL. \ ooUP \ NU AT GE AS � AS O p U N U g O 6 Q P 0 C SITE PLAN (E) PAWNO u C:D (E) CAR CANOPY (E) MAIN ENTRANCE Z CL �ii.-c�°�c�stiy�a (E) NORT PARKA (E) 6-0 __ __- O _________________ r____________________ O �- - - O (1-101 (N) 03' COLUMNS (18) TOTAL i S10E G LOT CURB I I i _ ---------------- — __ 1'-10' __ y _ _ -_— - -�- _ -__ ____-___________ I_ ___ ___________________.-________ _______ ' IVC FIRE MAIN - ENLARGED EXISTING COLUMN FOOTING DEMO DETAIL ,V-1' (E) PARKING LOT CURB 1'-2' - (E) 6.0 PVC FIRE MAIN 5' ----_--g_- --------_-_----_--=----_� ---p _______________________________________r____________________________________________________ OF PARKING LOT CURB OF PVC FlRE MAIN � ( r CONCRETE PAD DEMO (E) SOUTH SIDE ° PARKING LOT CURB - (N) 3'-0.0 COLUMNS (15) TOTAL - CUT LINE OF PARKING LOT CURB CANOPY - CUT LINE L::: 20' 20' 20' - - 20' - 20' 20' - 20' 13'-11' - 1ST-11' CANOPY COLUMN LOCATION 1 e o s 6 to 2 O g O rc U s U z V O N m O ` Q Q T V NOTE 1. CONTRACTOR TO IDENTIFY ALL UNDERGROUND UTINTIES PRIOR TO ANY SUBSURFACE WORK PERFORMED COLUMN FOUNDATION AND COLUMN PLACEMENT TO BE INSPECTED IF REQUIRED BY m P. ALL OUTDOOR EQUIPMENT SfWl BE NEMA 311 RATED. 3. SEE STEEL DRAWINGS FOR STEEL DETAILS. (E) PARKING LOT CURB INVERTER INVERTER 431 kW NOW 11 1111'11'�11,�,111111111'111111111111,111111111I1 ��_ 11'1��11L!1/111��11111�11111\J'1 ��,1111�111�I� �� 1111��11�1��1'111�11111�11111�11111�11111�111�I� 11I1"111'11111'11111111'1111111111111111111"'11I1 PV INVERTER & CONDUIT SITE PLAN ius �rmu rcwnn ou me mnium R mawnnw um ruc mr mrcEan rc w mua urc � m emrmix rc r� nuuvrtiax s arnEs�r m�wemFn �nwvrt ixr rcmrx vrawr rc � mu. ARD1; POINT Pv Sim unuTY COIWO SUBPANEL Pv-1 DISCONNECT SNITCH SIDE 3 400A 240/12OV. 400 A 240V,3PH,NEMA 3R 3PH. 4W. NEMA 3 (E) AWN SWITCHBOARD 9 11 o " F CONDUIT LNMBMMXM O �, 4ON. FROM AC DISCONNECT ACD1: PV SYSTEM UTILITY FUSED DISCONNECT SWITCH 400A 2400141,1,1EMA 3R „/'EQUIP. @ MAIN SWITCHBOARD PLAN VIEW NOT TO SCALE PV E mzm / A OAW,O _ itL�IAL OtR 1Yi1ID WAffiVIO t tt � 1A31N IOU ®nls cros®umanl �� .IDVBD 6O151Y N1OAHf •,2l A ti TID1m LtfIO .1001 ®.,IXC�A tangy Dmi=10 I, A ELECTRIC SHOCK HAZARp.I:! WARNINGI DO NOTTOUCHTERMINALS. ELECTRIC SHOCK HAZARD. ERMINALS ON BOTH THE LINE AND TAGROUND FAULT IS INDICT LOAD SIDES MAY BE ENERGIZED NORMALLY GROUNDED CONDO IN THE OPEN POSITION. MAYBE UNGROUNDED AND ENE WARNING: PHOTOVOLTAIC POWER SOURCE IO wARMNO LABEL Sv L SE PLACED ON MINJOR AND EXTERIOR CC CONONT. RACEWAYS ENCLOSURES. GALE ASSEMBLIES. JUNCTION BONER AN DISCONNECTSII NG BRKL BE PLACED ON INTERIOR AND ENTERI OR DC CONDNT. RPCE ,ENCLOSURES AND MA ASSEMBLIES EVERY IO FEET CTB MMI. 1 FOOT OF TURNS OR BEND SMO WITHIN i FOOT ABOVE AND B0. PFN...B OF ROOF/CENNG ASSEMAJ ES. WALLS OR BARRIERS PHOfOP =C DC DEWONNIM US PP NEW PHOIOYDL= 9 AC DRICOTHDiCf PHOIOPOL= 10 POW11B BOOM HOIIB PAM 11 fODAL POWER 9 itMAYO t tt l'a W It YYD ®YUt®®UffiE9®1 IPtal OWOO � W • mW II�f . OIOA O I7t NOTES 1. MAFANG S REQUIRED ON ALL INTERIOR AND EXTERIOR DC CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES, AND JUNCTION BOLOS. WARNING SHALL BE PLACED ON ALL INTERIOR AND Elamm DC CONDUIT, RACEWAYS, ENCLOSURES, AND CABLE ASSEMBLIES, AT POEINALS OF NOT GREATER THAN TO" AT TURNS AND CHANGES OF DIRECTION; AT ABOVE AND/OR BELOW PENETRATIONS, AND AT ALL DC COMBINER AND JUNCTION BOXES. 2. LABELS TO BE RED PLASTIC MATERIAL WITH WHITE ENGRAVED LETTERS, RERECINE, SUITABLE FOR ENWRONMENT 3. MINIMUM 3/8' LETTER HBGHF. ALL UPPER CASE LETTERS 4. ARIAL OR SIMILAR FONT; NON-BDLO 5. ALL PLAQUES AND SIGNASE SHALL BE INSTALLED PER 2014 TIED. QfQUIPMENT ELEVATION � NOT TO SCALE EQUIP. @ MAIN SWITCHBOARD ELEVATION 1 NOT TO SCALE CAUTION o POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN u I EQUIPMENT LOCATION uvmu N O b O � z w B Z z Z U V M H N K 0 a`QQ 0611MO19 KEVIN MACKANUL m xx BC1269R4 �T A-4 nirdim®ngii wanm nvaEo g®®/awl qa�¢®nl %dam a aaslvo® va mn la mew np mn}g GQm.g-I 11g m mn.w�1. am m.7 ®mrsa m®nil ®mn}• m@ducal lwl. madde Ow wes nvlama -- Is lYaMe m m�6N® lnl D a�IO ®3n lioivv nlmio v�a�a®t Ea rl am ii � ¢wYl M mm 1❑. 294 SOUR MODULES (SEE MODULE DATA), 110 NM SIC SYSTEM 511E © A PANLL CONSISTS OF 2 7RM SOLVE MI)i SERIES MU N 7NE I M AS A UHD. A SRMD OWNS OF B PANELS WRm EI MtES. LISMN: SOLAFUM OPIOdIDd. �D N THE EVENS OF WWY POMEM EMLLII✓£ ALL P1OWMTAHC MTIOUM WILL AUIOWTIC LLY DOO MW PER EEE 92Y-20m AND UL 1741. SEE ONEI M Ill PRDDLO DATA SHEET FOR DEMAID OFORMADIOHE © DATA A(AJWW OCLTMS OOECILY WIN MUM COYYUNGODN @IFRN WVEMFIE AND ML SITE, � To avow+ m XA m�m . ®I®an." SYSTEM SUMMARY MODULE TIM 375 MOOIAE STC FATNO Rn m M000LES PER S11W is MEl la a tl �¢ 17 STEEL Ill% O1C0115/C01®EA Om N/A TaTAL MONIIE CDUNT 294 DC SYSTEM RWNO (SIC) 11025 IN 95.4 KIT NVOW Him / SE432M NAMER EFFCB=CEC Ism AIaNE Hm VM BENOt FL u C AhWff LOW VERO BE" 0 C NMRCOME/.T VDUTAGE 208 V DC =111 G UN-GRDWM tom-d s Rwwv m sv vRa m worst Ma®7a3 =1M, 3M RYI®I i oEWaLr r we mart Im 11a7 cnalr i 10 Cimus Lacation VOIbgP C.,re. "'alb" T Wi(¢Typa 4firt Mte Wire Ampatlty Teep. NYmbe,ef Percbntof Ad1Y:rewr de Connector OUPrcu(reet Ceardnent COndoit Type Condon INM, lI (NoN,2) IAmpsl CYrteM at 3V C(90C CmRttion Cor platesWnent Vale Cunent Aen'l,at pmteGion Pmtettion Size INotee3&4) rrted'.el,$) Nut r(NMe5) (No1e61 IAmpsl 75'C lOaEon 1 Module toOptimal, (Note 9) %,2 7,95 100 —NE 1 all 30 076 2 lUPn' as 25 N/A N/A 0 en Air N/A 01t1111r,'Sn"N"'vrld"'Wea Open AlrandpVC 2interest Ems a. .0 pV WIPE IW]V R10 <0 075 2 im MA 25 N/A Inverter CONDUIT 1-11r THWN-2oR }110... PVc SZAwlsrAagp Inv. Remo PVm Syzm ACT.. NHHW-2 as CrP Ri .)NrldeBmund 3 Center 20R0 Imo 150.0 lm 0.96 3 1WM 1612 150 1E0AC9 ACLoac Ca.lb, ORdlredburyeble 2" 3350 MCM ACLoad Centerb0lsmneett 7HWN'20R XHHW-2 ..N W4 0 Switce =0 2400 "0 GR0 3M A% 3 itl% 336 310 300A. Safe Sw2zM1 rordue6bury 4' 3-350MCM♦ Visible Blade Depareenm AC THWN-20R XHM-2 wile¢ PVCSN 40 or 5 Panelbcom NBA 2G0.o 3X0 G0.0 ISO 0% 1 3 1 . 1 336 Eau 3QNCB ACL.WCenter Implelbsthlile. I 3° Dab Aquisition5ysmmto CAT6 mmunic iontmnvenemsensorsendaaUIcUer. 6 WeaNe(Stabonandlnverters 200 LO 1.3 PVC5cbM&EMT 3/4' DMa AcqulslHon Syscemto THWN 20fl 2-tl10�1i114 I 1 I > InvenerAC L.ad Center N4p LO 1.3 XHHW2 GRO 25 C. 3 1b13: Center PV[YF40&EMi 36' i Notes Llfl h t L gle WeDr _ 2 pate" stleterm netl b50pl zers, maximum OCwloge is350 VOC, opOm Eers adlvIIWlM1is _ __ _ _ _ ° Malmum sorter[forgeneral AC arevils aeterminel by mnnnoeun.ad v 125percentper NEe aMa nent(or OC - 't aete nedbv p mieers.atssA. i T p Ised n NEC 2M4Tbl31,ng colgll_Itp alltablesNE board on IDcagC G,AeI t [fattor bas d b ro_f currem,ry ngmntluGor p NECN14,Artltle 3m,35(B)O l aneA,Y 1 3762z 71SN a loPvc e b g e _ _ t _ _. _ _ _ , _ _._ &All bl P_a zoarettsunanall mmow tb NEC WIA An_ne31010.0), __—.. 9:M d le [a Mbaulewl .11 SINGLE LINE DIAGRAM & FEEDER SCHEDULES Nis I ji S; w W Q Lu ul U- 06 C W J Q W uu O U J W J U' Z COO unrnn ox sR6 MnMI! 6 PMNEETLW Y0 TE 9X£ pabi Y I) .l^f SOb1R, /M' VY OR 160.090E Of TIBS IWg8411a! 0 aPoVf14Y Pm®IED WIIWUr TIE N1911Q! Call W MT Sl - B q 1-9 B I -e INV 1 INV 2 I I I I I I - -7 A 1-5 A B -2 -B A HU- - AA INVERTER CIRCUIT DIAGRAM PLAN CANOPY 1 (TYPICAL) SCP E NOTES ,. USE MP PERMANENT ALL wT�THTR arscurt ABEFs BAC CONTfOR uusr sueurt swts PFOR APPROVAL 2. MUST BE IAM POSBNE AND NEGATNE BEFORE ENIFRING UNFRIER. 7. ALL HOME RUN WBD aNG MUST BE IABMAT BOTH ENDS AND JUST BEFORE ENTERING THE THE IHVEKWL TYPE A CIRCUIT TYPE B CIRCUIT TYPICAL DUAL CIRCUIT TYPICAL DUAL CIRCUIT 2 MODULES TO 1 OPTIMIZER. 1 MODULES TO 1 OPTIMIZER. MODULE 1 ± MODULE 2 ± MODULE 2 ± TYPICAL DC CIRCUIT GROUP CONFIGURATIONS LEGEND ---_-_`�\ ! '- lIflGa m A IN ER CRailf ; SDWIC 1MPE ` A W SBRS HUMM wmm T W-N. (, YIOUS ORUR J i 2--'-- a TTPE APIIS t 7 PE B Di ; ; ) snm m ---- ----- ---= _ _ - - anao aam sEr16 xovFaM m x+Emm �'- stRNa ;,-, A,'--- — — — — =--' - -- --z m,�" =nWB R15E DC CIRCUIT LABELING 2 N.T.S. o � w w a 0 w z � V U 0 w K m K m K 444 Z E• O 0 Z CONnWMR VERITY LOCATION OF LIGHTS AND MOUNDING QP IN MEN IIIIIIIIIE NINE 11111111 �■IIIEIYIl1■1 � e�e� n�ut�eu�e■_� LIGHTING LAYOUT PLAN & M VAPOR TIGHT M VAPOR TIGHT 0 VAPOR TIGHT noturaLed -� . ....■ - --------- 1- p VAPOR TIGHT T-1 FN 0 M R91 FCc 0M. 0 C *i A7 . LIM 460 VAPOR TIGHT SPECIFICATION IF APT m Amy m as avamuu Y THE WRI IS ow y PeoH®¢n m Tiff � crosxr OF APT s 9 2 2 2 2 2 2 2 1 39' I I I I 1 II1111111111111111111111111111111111111111111111111111111 1 I I ��11111111111111111,11111,11111�11111'�IIIIICIII��. 1 1]IIIIIIIIIIi111111111111111111�11111Glllll�llll�l�� 11111111111111111111111111111111111111111111111�,,I�1ff 111 Kim l- z fJ o K K 2 A O 0 m � > 8 a a a 910N) ION) 6 2 w' >' n E in CANOPY TOP PLAN ra E ' 6' 1sI6°=1� 0214' 30' 1 CAP PLATE BOLTS Mark Qty Type Dia Length RF1-2 8 A325TO.625 2.25 FLANGE BRACE TABLE FRAME LINE 1 2 3 4 5 6 7 8 DID JES i MARK LENGTH 1 1 F828.8 2'-4 3/4" 2 1 F829.3 2'-5 1/4" 3 1 FB30.8 2'-6 3/4" 4 1 FB31.5 2'-7 1 4" u LLI j U *42'-0' 19'-6' 19'-6' Z Q I I ¢W ZO CLEARANCE cy LL1 Yew 16'-5' 7'16'-5' 06/17/2019 339'-10'-0' OUf-OlR OF STEEL �INrCw UL m SC13fi9R4 SIEET M! CANOPY ELEVATION DETAIL S-1 sca E 2 1 16°=1' O2' 6' 14' 30' a`m �08 tl Sblu W Power Optimizer 0 Three Phase Inverter Z P600/ P650/ P730/P800p/ P850 C �A�l��% PLUS THEFRAMED C TSM-DE14A (II) 7Z{ELL MODULE with Synergy Technology < m lsoov) 0 $ m 70 I OF oafor the 206V Grid for North America MTJ SE43.2KUS '� k�Y4" Fr'3 0_ 72 CE'.C'Ei+aocEE m i .. t 340 375W V/ r PoWEROUTPUTPANGf la li I g 1 I II Itpn ¢ a [' - N i9 3%b rn piAXIHUMEFf14E{YCY f..K1 E CYtl Y NmiC i9 ntl.venlnyz 0/+5Wa _... t PO61Pr1EPOWERTOLFJGNfE� .1 L O5C ihFSF iF<'se:ry tttlll - \9l j v Specifically designed to work with power optimizers PV power optimization at the module -level The most cost effective solution forcomma mal and large field in,tallations - I E ry �anmMN, eam .m / "In'. an raJh Pmxmtnn aw ,Ora pa Ny ryupµtlwlT [ales ol,a—,,r NKRI14ane30r)p enae /$pe[ifim yCasgn¢tlbxwk MN......e /Fax, mulNJenvNasngle hoM1 femP'e1GR veF'ruKl tl[inj +. ,. y ymp e[onntt,nn he:re.nurvn 63Jr1ana 69113 mrerten A 5 [rn4vfi / ha ea(5tvtam ana laMr rNv'[Lm / Bu onmWukkvH min lonywNENmrx /A a [exnM1mWule lrvel ^.:' usy muM1pemllern hg w[elluW fSFI / Vp 1ol5%mortenegy mon loYnp WrtlN / FrN rdo9e nw.Ml wynw eM[im[y / neepmenmpemm�ore ' en RI`6lanelon9er sti rysN I Supeno, eMdenq 19A5%) I yy firelgnueukrye snu,awn/m innallev N. iJNERR VERrORNANCE WARiIANTY aeb N9taeuprmeaneearyxnkeati ry � � ..y_a J a4wl..,�.w�q I mm9 ee mIYSn',a, a.eePom,aleeye I ulmx Pe sy„em mnaexamwsva kx. ® ..C) (E w ,a Maa mP.mm nmN' [ablexbxe:a.emmum, w.ei b.,aNye, /u:<:meawmeema, m..e.Feemxenea N P namNemoaules sling engNSPoxible o nryntl / fro uvl naeml x / B h RX85 Sage PmM en m timer I® �`'-, �� -� F ••F vnNune 9nmh9 amY .- - •F Q ec n solar-. a : solar- o • - Trinasolar �E / Three Phase Inverter with Synergy / Power Optimizer TALLMAX"PLU5 TSM-0E34A(ll) Technology for the 208V Grid for North Amedfa P600 / P650 / P730 / P800p / P850 SE43.2KUS omrur s, iiu- „c _ I .. IDUaloW.T110D1Oa0cIRLOx pn I I M- y U_ SmuMc W x ------------------- uj ry .e (A {{ qeu a v w mw wn R>a`.. .« .re<. .-.-n.,. s...-rao-.r.-¢u%iI�« Q) O view .m +w n r, w•.:a __ ..- µ.° 1.._. _. e a _ rpa a n_ �� S ........... �/• '.« t ,. "wn°^ ,..._ .: � van w�ea,s «_«._._......».v-._..^.:...,v..w..,..-CIE R.HS0611712019 - ., s. ...,,....., ...,....--... i............ ..........-...- GATE: TrInasolar YEVIN AWCNAMUL NB HP SC1P69R< ENEET H0 D-1 H S 4 SOLAREDGE SE43.2KUS N.,T�S. 3 SOLAREDGE P-850 N� 2 TRINASOLAR TMS-375 N-S 1 TIT! INFORIATON OEPICIEU ON MI5 DOCUMENT IS PROPRIEFAPI ONO ME 501E PROPMW OF Mi SOIAR, A USE OR OMWOURE OF %IS INFOR MPON IS E%PR65LY PROHIRIRU MMOUT THE WOMEN CONSENT OF PPi WVA PURA (E) BUILDING WALL w PER BOX EMr CONOUrt MAX i' wm1 RNNTIGHT MTING (m) GRS GONDWT (TYP.) cawu WvAADDD UTY.BGMIx. CHANNEL 1-5/8 AF.F NOTES: (E) DISCONNECT w/cOrvouN snug prP.) 1. CONNECT WIN UIIS TO PNOTER BOX AS PER MANUFACTURERS RECOMMENDED CONDUR ENTRY LOCMION k SPECINun°NS. (N) P1000 UNISTUD (2) TOTAL _ — 2. av ICa�NDUTT CONNECUON ON TOP T B. COORDINATE wTM CANOPY INSTAIER i i MR CONCUR ROMNG WSIOE 6C 6CALE INVERTER MOUNTING DETAIL SCALE 6 DISCONNECT MOUNTING DETAIL NONE NE NONE NONE 1/4 - 20 X 1-1/2' STWNLESS (E) ASPHALT/CONCRETE (N) FlN SHED GRADE REPAIR srza HEX AN o BUT "TH PLAT CAP TO MATCH E)OSING. Puxux A spur LOCI( wAwERs :. .... — WARNING REDTRACE � _ I—WRE�E W/ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ - _ _ 1 \ APPROVED BACNFlLL TIPE Y FIXTURE r I it 1111 k � 3' PYC CONDUIT SCH 40 2' PVC CONDUIT SCH 40 5'-0' MINIMUM (SIDE VIEW) CWNNFI SUPPORT 3' MIN. PURUN "0`21 Sic 7 DC CONDUIT DETAIL 6cAL> 4 NONE NONE 1-5/9' UNI4Li SPRING NUf P1000f STINTED P1006-1024 PRE-CAD`NYIED LIGHT nttURE STA1QESS E10-24 X 1' ENCLOSURE OPENING WIN BOLT AND WASNIER XTIN RUBBER WA91ER UNOFACMITR RUBBER ASHER END vI w — PURUN — CHANNEL SUPPORT I / END HOLE FOR UWIDDGHT CONDUIT CONNECIION. ENO VEw AWE A nXNRE scuE scALE LIGHTING FIXTURE A MOUNTING DETAIL 9v�sZ 8 5 NONE NONE NONE co J W Q U Z co U DAM 06/17/2019 OW Fir- KENIN M UCHnMUI NM x0 SCIIG9R4 SHISEF N0: D-2 W MOONS MOUNTING TRANS WEEB-BS*Z-pRUN (NOTE WEN FASTENING M11H 4' OR I}' FASTENER, USE THICK MT WISHER TO SEEM THE EMBEDDING FORCE FOR 1' FASTENERS, USE REGUINt WASHER O O OOO WEB 9.5NL GROUNDING LOCATION TriICk AT EMM W PANEL NO PER MOCULE. NOTE: I. WEN USING THE WTEB GFIR ING MEPHOU, CONNECT FORMS AND JOINTS WITH 16 BARE COPPER GROUND WIRE USING 1500 SGB-A OR EOWL TORQUE ALL FIECTRIC& CONNECTIONS ACCORDING TO MANUFACTURER INSVIIATCN MANUAL SCALE SCALE WEEB GROUNDING DETAIL SCALE 7 NONE NONE NONE CHRISTY BOX SUITABLE FEATHER & COMPACT SOIL FOR TRAFFIC AREA AROUND BOX AT A GRADUALANGLE CAD WELD 3' 3/B'GROUNO MIN LEVEL 30'MIN. USETHESAME FILLASTRENCH - - - -' BARE COPPER WIRE COPPER CLAD STEEL CRUSHED GRAVEL FILL 011e X 10' GROUND ROD SCALE 8 SCALE UNDERGROUND ROD HOUSING DETAIL SwE 5 2 NONE NONE NONE ]EE PUWB111P aar. ellNnfR e eeeMr M�] DIRP I.OIm m mMe[ ] 09Y] M ap 61Aa eIRVIFlI TH eIM ] G I IS�m T)9 I�r wraL IOFNmaa aJw] a oa INA m aaeo le>E I>tYLf uNR r almmlWu mxm ROW to aao m eemm mrua eeM uo 01YI TM1GI END STRING INVERTER DETAJL SCALE SCALE STRING INVERTER GROUNDING SCALE 9 6 3 NONE NONE NONE ( BUILDING SPECIFICATIONS The manufacturer is not responsible for the concrete foundation design. �� CROWN ®� SOLAR The structure under this contract has been designed and detailed for the loads and conditions stipulated in the contract and shown on these DESIGN LOADING DRAWING INDEX drawings. Any alterations to the structural system or removal of any component parts, or the addition of other construction materials or loads must be done under the advice and direction of a registered architect, civil This structure is designed utilizing the loads indicated and applied by the : or structural engineer. The manufacturer will assume no responsibility for FBC 2017 CS-1 Drawings Cover Sheet any loads not indicated. It is the contractors responsibility to confirm that these loads CS-2 Fastener Schedule (Const. Only) This manufactured building is designed with the manufacturer's standard design comply with the requirements of the local building department. El Anchor Bolt Plan practices which are based on pertinent procedures and recommendations - of the following organizations and codes : Specific loads : (See structural calculations and foundation reactions.) E2 Anchor Bolt Details & Reactions -American Institute of Steel Construction "Specification for the design fabrication and erection of structural steel for buildings". 20 PSF Live Load E3 Rigid Frame Elevation 9 -American Iron and Steel Institute "Specification for the design of cold � LL Reduction Allowed ❑ Yes x I FILE Copy E4 Sidewall Framing formed steel structural members" current edition S100. -American Welding Society "Structural Welding Code" AWS D1.1 148 MPH Wind Load Exposure C E5 Endwall Framing -Metal Building Manufacturers Association "Specification for the design 5 PSF Dead Load Metal Bldg. Weight - Purlins Panels, Etc.) ( g• 9 E6 Roof Framing Plan fabrication and erection of the structural system" current edition. Material properties of steel plate and sheet used in fabrication of 5 PSF Collateral Load (Solar Panels) E7 Roof Liner She IngIRECEIVED primary rigid frames and all primary structural framing members (other than cold -formed sections) conform to ASTM A-529 or A-572 all with a I Risk Category (Is= 0.80 Is= 1.00 ) E8 Detail Drawings 9 yield point of 55 KSI. ST.LUCIECOUNTY 12tminimum E9 Trim DrawingsMaterial properties of cold formed light gage steel members conform to the PLMRE'VIEW sT.nty, Permitting requirements of ASTM A-653, with a minimum yield point of 55 KSI High strength bolts and their installation shall conform to ASTM specification A-325 and are designed as bearing type connections with threads included in DATE: These Drawings are for the shear plane. All high strength bolts are to be installed to the "Snug -Tight" ELE . ❑ Construction ❑ Approval condition as defined by the RCSC Specification for Structural Joints Using A325 X Permit X Anchor Bolts & Reactions DATA or A490 Bolts, 2009 Edition, section 8.1, unless noted otherwise. Crane Building's Rigid Frame shall be installed in accordance with "Turn -of -Nut Pretensioning" SUKUP STEEL STRUCTURES PLUMB: * Approval orders must be released for fabrication within thirty (30) per section 8.2.1. Bolts in standard holes do not require washers per section 6. 360 14TH STREET DATE: calendar days after the submittal drawings are issued or they will All primary structural members except bolts and fasteners shall receive one AMBRIDGE, PA MECH: be subject to any current price increases. Special attention should be given in approving dimensions and/or details. Please verify coat of Iron Oxide inhibitive primer. FL Certificate Authorization No. 32553DATE: requested dimensions by indicating 'OK'. Shop and field inspections and associated fees are the responsibility of the contractor, unless stipulated otherwise. Panel Approval No. FL#3722.1, FL#3722.2, FL#3985.1 & FL#28282 The manufacturer is a fabricator approved by the following agencies. CONTRACTOR RESPONSIBILITIES The contractor must secure all required approvals and permits from the 1. QUASAR/CWB GROUP — CAN/CSA A660 certificate # STEBUO appropriate agency as required. MEW MqQpp Approval of the manufacturer's drawings and calculations indicate that SCANNED 2. INTERNATIONAL ACCREDIATION SERVICE, INC. Fabricator Inspection Program MB - 100 the manufacturer has correctly interpreted and applied the requirements BY AOL' rmI of the contract drawings and specifications. (AISC 303-10 Code of St. Lucie County Standard Practice) Where discrepancies exist between the manufacturer's structural steel plans and the plans for other trades, the structural steel plans shall govern. DSN: CPJ DWN: CN REV: CN DRAWINGS COVER SHEET (Section 3.3 AISC 303-10 Code of Standard Practice) DET: CHK: REVISIONS Design considerations of any materials in the structure which are not "'rrrrr, NO. DATE CUSTOMER furnished by the manufacturer, are the responsibility of the contractor and FORT PIERCE CANOPY engineers other than the manufacturer's engineering, unless specifically indicated. g g g, p y 1 5/30/19 \_. &"ER oo,' Engineering Seal 2800 N HWY A1A The contractor is responsible for all erection of steel and associated work "For ``��.: �tCENSf., yF'; FORT PIERCE FL 34949 in compliance with the manufacturer's Construction" drawings. , This certification covers _ * r No. 83864 1 c ' ST LUCIE COUNTY Temporary supports, such as guys, braces, flashwork or other elements * parts manufactured and = required for the erection will be determined and furnished and installed by delivered by the the erector. Section 7 AISC 303-10 Code of Standard Practice ( manufacturer only, and -"STATEOFZ = TRIPLE CROWN SOLAR is the contractors responsibility to apply or observe all pertinent safety excludes parts such asIt doors, windows, foundation %� 143 BOARDMAN-CANFIELD ROAD rules and regulations, as per OSHA standards as applicable.design and erection of '' the building. YOUNGSTOWN OH The Contractor is responsible for the verification of all shipments received. ' Any "external" damage or shortages must be noted on all copies of the bill of lading and one copy is to be retained for your records. Failure to do so 05/31/19 SCALE: DATE: JOB N0: SHT. N0: will make it impossible for the factory to honor any claim. NO EXCEPTIONS!!! PROFESSIONAL ENGINEER NOT TO SCALE 5/31/19 21009 CS-1 1 BACK SIDEWALL 162'-5 1/2 "OUT —TO —OUT OF STEEL ® Dia= 3/4" g B B J J Q 109 W W ~ v U w J Of • A A 1 2 3 4 5 6 7 8 9 FRONT SIDEWALL ANCHOR BOLT PLAN NOTE: All Base Plates ® 100'-0" (U.N.) Q GENERAL REVISION: 5/30/19 CN — INCREASED BUILDING WIDTH AND HEIGHT. COMPLETE REDESIGN. (H.T.D.) — HOLD THIS DIMENSION S ✓ * ; No. 83864 TRIPLE CROWN SOLAR Customer. FORT PIERCE CANOPY City: YOUNGSTOWN Sfate:OH Location:2B00 N HWY A1A A : STATE OF = Designer. CPJ Date: 5/29/19 FORT PIERCE, FL 34949 Drafter. CN Date: 5/07/19 Revision No: 1 Date: 5/30/19 Init. CN %��-.1.00�.:' Detour. Date: Office: Job No.: Checker. Date: Office: 21009 ANCHOR BOLT PLAN Sht. E7 of 9 05/31 19 W lyJ F- N � =O � O O n 2 3 4 5 6 7 8 2 3 4" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 24'-3 3/4- 4'-3 3 4" 13'-11" 20'-0" 4'-3 3 4" =� C �F-y UJ C N �-=E O �BT ATT AT B AT B10021 BT AT A 1NMI O❑ 1 I 11 1 I A A 1.= B B A B B A A e rn^ c N �. I �=E 4'-3 3 4" 20'-0" 4'-3 3 4" 18'-2 3 4" 20'-0" 20'-0" 20'-0" 20'-O" 20'-0" 20'-0" 24'-3 3 4" r� c 0 -a s m 2• N ® 2• 5LLI 2" 2 See Plan All. A 0 w I- 2•1 � 1IN I _I_ 5' 1 L1 2' 2 Sea Plan AIL B 1. FOUNDATION DESIGN AND CONSTRUCTION ARE NOT THE RESPONSIBILITY OF THE BUILDING MANUFACTURER. 2. THE BUILDING REACTION DATA, REPORTS THE LOADS WHICH THIS BUILDING PLACES ON THE FOUNDATION. 3. THE SPECIFIED ANCHOR BOLT DIAMETER ASSUMES ASTM A307. ANCHOR BOLT MATERIAL OF EQUAL DIAMETER MEETING OR EXCEEDING THE STRENGTH REQUIREMENTS SET FORTH ON THESE DRAWINGS MAY BE UTIUZED AT THE DISCRETION OF THE FOUNDATION DESIGN ENGINEER. 4. ANCHOR BOLTS TO BE SUPPLIED BY OTHERS, ANCHOR BOLT EMBEDMENT LENGTH SHALL BE DETERMINED BY THE FOUNDATION ENGINEER. 5. ANCHOR BOLT PROJECTION ABOVE CONCRETE FINISHED SURFACE TO BE 3' UNLESS OTHERWISE NOTED BY FOUNDATION DESIGNER. 6. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE OF +/- 1/8' IN ELEVATION AND LOCATION. RIG[ DD FRAME BASE PLATES ARE PROVIDED WITH OVERSIZED HOLES PER TABLE 14-2 IN THE AISC STEEL CONSTRUCTION MANUAL APPLICABLE WASHER SIZE TO BE DETERMINED BY FOUNDATION ENGINEER. 7. THE ANCHOR BOLT LOCATIONS PROVIDED BY THE METAL BUILDING MANUFACTURER MAY NOT SATISFY ANCHOR BOLT CONCRETE EDGE DISTANCE REQUIREMENTS DEPENDING ON THE DETAILS OF FOUNDATION DESIGN. IT IS THE RESPONSIBILITY OF THE FOUNDATION DESIGN ENGINEER TO MAKE SURE THAT SUFFICIENT CONCRETE EDGE DISTANCE IS PROVIDED IN THE FOUNDATION DESIGN. Q Q r � � COLUMN LINE RIGID FRAME: ANCHOR BOLTS & BASE PLATES I= Col Anc.-Bolt Base -Plate (in Base EL Una Line Qty Dla Width Length IbIck (In) 1• 016.4 4 0.750 8.000 14.00 0.500 0.0 1• 023.4 4 0.750 8.000 14.00 0.500 0.0 1• Frame lines: 1 2 3 4 5 6 7 8 9 B. MINOR FIELD WORK OF STRUCTURAL SECONDARY RIGID FRAME: BASIC COLUMN REACTIONS (k ) AND PANEL/TFLIM ITEMS MAY BE NECESSARY TO ENSURE PROOPER Frame Line Column Line ----- Dead-----Collateral------LIvr-----Windlaftl- -Wind- --WindJ.eft2- FIT. SUCH WORK IS CONSIDERED A NORMAL PART OF METAL BUILDING ERECTION. 1• 016.4 Hartz -0.9 Vert Hartz Vert Horiz Vert Hartz Vert 2.5 -0.8 2.0 -3.1 8.0 4.7 2.1 Hartz Vert 4.5 -25.4 Hartz Vert 4.5 -21.7 WE WILL NOT HONOR BACKCHARGES FOR MINOR 1• 023.4 0.9 2.5 0.B 2.0 3.1 8.0 -4.5 -25.4 -4.7 2.1 -4.7 -1.7 FIELD WORK. 9. THIS DRAWING IS NOT TO SCALE NOTES FOR REACTIONS Building reactions are based on the follovfffl((tntg building data: Heigh)t 54 Eave (ft) = Roof Slope B 6 / 8.66 0.25:12 0.25:12 = Dead Load (psf)(p = / 5.000 Collateral Load v 5 Roof Live Load p = I 20.00 Roof Snow Load (psf) - 0 Wind Speed(mph) - 148 Wind Code - FBC 2017 Wind Ex osum = C Closed On a Open Load Combinations --------------- DL+CL+(LL or SL) DL+CL+0.6WL DL+CL+0.75(0.6)WL+0.75(LL or SL) O.6DL+O.6WL Frame Column -Wind-iight2- Line Une --Wind-Longl- --wnd-Long2- -Seismic-Left Seismic -Right -Seismic-Long 1• Hartz 016.4 4.7 Vert -1.7 Hartz Vert 6.3 -17.0 Hartz Vert Hark Vert -2.7 6.1 -0.1 -0.2 Hartz Vert 0.1 0.2 Hartz Vert 0.0 -0.1 i• 023.4 -4.5 -21.7 -5.3 -17.0 27 6.1 -0.1 0.2 0.1 -0.2 0.0 -0.1 1• Frame lines 1 23 45 6789 BUILDING BRACING REACTIONS eaetlog j ear P -Wall - Col -Win - els`mle- Ib/-) Loa Line Line Horz Vert Horrz Vert Wind Sets Note 17 1 R� 9 (h) B.SW B 17 1 INT 016.4 3.4 1.2 0.B 0.1 0.1 (d) 016.4 6,7 1.2 0.B 0.1 0.1 d 023.4 3.4 1.2 0.8 0.1 0.1 d 023.4 6.7 1.2 0.8 0.1 0.1 d d))X-Braeing above wind bent, base above fmish floor h)Rigid frame at endwall TRIPLE CROWN SOLAR Customer. FORT PIERCE CANOPY City: YOUNGSTOWN St/1CIE.OH Location:2500 N HWY A1A Designer. CPJ Date: 5/299 FORT PIERCE, FL 34949 CN lecker, I Date: I Office: ANCHOR BOLT DETAILS & REACTIONS V30/19 llnit. CN Job No.: 21009 Sht. E2 of 9 10 GENERAL REVISION: 5/30/19 CN - INCREASED BUILDING WIDTH AND HEIGHT. COMPLETE REDESIGN. �I11UL1IIIL11 Lf/r, ``�,& HER ,tom• .No.C83864. •?F* o WTE OF ^rrlrnHly" 05/31/19 CAP PLATE BOLTS MEME Mark Qt Type Dia Len th Mark RF1-2 8 A325T 0.625 2.25 RF1-1 FLANGE BRACE TABLE FRAME LINE 1 2 3 4 5 6 7 8 9 RF1—: DID SIDES MARK LENGTH 1 1 FB28,8 2'-4 3/4' 2 1 FB29.3 2'-5 1/4' 3 1 FB30,6 2'-6 3/4' 4 1 FB31,3 2'-7 1/4' Q7/4" i- 4'-3 3/16" 2'-2 1/4" 4'-3 3/16" 12 2 1/4"� 4!-3 3/16 -1-2'-7 1/2 2 7 1/2� ------� -o -°1--- ti ti _- - --- _�� ---------s N 0 I N I �} I It U.16U lb—b //1C- b x 1/4- x lw —ll 1/lb b x 0.160 4'-6" 6" x 1 /4" x 19'—1 l 1 /16" 6" x 0.160 4'-6" 0.160 15-5 7/16" RIGID FRAME ELEVATION: FRAME LINE 1 2 3 4 5 6 7 8 9 GENERAL NOTES: MINOR FIELD WORK OF STRUCTURAL, SECONDARY CL045 CLIP NOTE: AND PANEL/TRIM ITEMS MAY BE NECESSARY TO INSTALL CL045 ENSURE PROPER FIT. SUCH WORK IS CONSIDERED O O CLIP AT EACH WE WILL NOT HONOR BACKCHARGES FOR MINOR O O FLANGE BRACE FIELD WORK. SCREW PATTERN LOCATION. v u --1-- _---------- CROWN SOLAR Customer. FORT PIERCE CANOPY JNGSTOWN I State:OH Location:2800 N HWY A1A FORT PIERCE, FL 34949 r. CPJ Date: 5/29/19 CN Date: 5/07/19 Revision No: 1 Date: 5/30/19 [nit. CN Date: Office: Job No.: 21009 Date: Office: RIGID FRAME ELEVATION Sht. E3 of 9 1 /4"'t!!,, 12 10 GENERAL REVISION: 5/30/19 CN — INCREASED BUILDING WIDTH AND HEIGHT. COMPLETE REDESIGN. HER o N$Er., C.1 r * No. 83864 STATE OF /10-- "lmiim 05/31 19 LAPS EAVE LAPS I OPEN TO REMAIN OPEN I I I L--------------------------------------------------------------------- SIDEWALL FRAMING: FRAME LINE A OPEN TO REMAIN OPEN I I I L--------------------------------------------------------------------- I SIDEWALL FRAMING: FRAME LINE B -------------- I I I I L— — — — — — — — — — — — — - RF1-2 RF1-2 -LU1F0 cur NOTE: INSTALL CL045 00 O 00 CLIP AT EACH FLANGE BRACE z=W cerr=ar.i LOCATION. GENERAL NOTES: MINOR FIELD WORK OF STRUCTURAL, SECONDARY AND PANEL/TRIM ITEMS MAY BE NECESSARY TO ENSURE PROPER FIT. SUCH WORK IS CONSIDERED A NORMAL PART OF METAL BUILDING ERECTION. WE WILL NOT HONOR BACKCHARGES FOR MINOR BRACING FRAMING -------------------� I I I I — — — — — — — — — — — — — — — — — RF1-2 RF1-2 TRIPLE CROWN SOLAR Customer. FORT PIERCE CANOPY City: YOUNMOWN I State:OH Loaation:2800 N HWY A1A Designer. CPJ Date: 5/29/19 FORT PIERCE, FL 34949 Drafter, CN Date: 5/07/19 Revision No: 1 Date: 5/30/19 11nit. CN Detailer. Date: Office: Job No.: Checker. Date: Office: 21009 SIDEWALL FRAMING Sht. E4 of 9 E-2 Bx25Z16 22'-0" ' E-3 8x25Z16 25'-3 1/4" E-4 8x25Z16 19'-2 1/4" E-5 8x25Z16 25'-3 1 4" WF-1 W8541 6'-9 7 8" WF-2 W8541 18'-7 /16" CB-1 0.50-ROD 15'-6" 1Q GENERAL REVISION: 5/30/19 CN — INCREASED BUILDING WIDTH AND HEIGHT. COMPLETE REDESIGN. \Quin I I I I14//, HER Q�S�'&�\ C E N * No. 83864 STATE OF ��nnunw 05/31/19 I A77 TR250- I II II II II , I II II II II � , OPEN TO REMAIN OPEN II II II II , I II II II II , I II II II II I I II II II II , --------------------- — — — — — — — L--------------------I ENDWALL FRAMING: FRAME LINE 1 I A77 II II II II , I I I II II II II II II II II II II II II OPEN TO REMAIN OPEN II II II , , I I — — — — — — — — — — — II I — — — — — — — — — L — — — — I — — — LA — — — — — — — — — — — — — — — — — I — — — j I I-WtJ 1,Ur NOTE: 01 INSTALL EACH CLIP FLANGE ENDWALL FRAMING: FRAME LINE 9 C O E EACH E BRACE TRIPLE CROWN SOLAR Customer. FORT PIERCE CANOPY SCREW PATTERN LOCATION. City: YOUNGSTOWN I Stafe:OH Lccation:2BOO N HWY AtA GENERAL NOTES: Designer CPJ Dafe: 5/29/19 FORT PIERCE, FL 34949 MINOR FIELD WORK OF STRUCTURAL, SECONDARY Drafter. CN Date: 5/07/19 Revision No: 1 Date: 5/30/19 Inif. AND PANEL/TRIM ITEMS MAY BE NECESSARY TO Detatler. Dafe: Office: lob No.: ENSURE PROPER FIT. SUCH WORK IS CONSIDERED A NORMAL PART OF METAL BUILDING ERECTION. Checker. I Date: I Office: 21009 WE WILL NOT HONOR BACKCHARGES FOR MINOR FIELD WORK. ENDWALL FRAMING Shf. E5 of 9 1Q GENERAL REVISION: 5/30/19 CN — INCREASED BUILDING WIDTH AND HEIGHT. COMPLETE REDESIGN. i No. 83864 ,p�;• STATE OF •'�,� 0 R 10 P 05/31/19 P-3 8x25Z16 25'-3 1/4" P-4 8x25Z16 19'-2 1/4- P-5 Bx25Z16 25'-3 1/4" P-6 Bx25Z15 19'-2 1/4" P-7 8x25Z15 22'-0" P-8 8x25Z15 25'-31/4" E-1 8x25Z16 19'-2 1/4" E-2 8x25Z16 22'-0" E-3 8x25Z16 25'-31/4" E-4 8x25Z16 19'-2 1/4- E-5 8x25Z16 25'-3 1/4 CB-3 0.50ROD 5'-0" CB-4 0.50DM 17'-9" CB-5 0.50-ROD 16'-0" 7-4 7-9 C-O c-e ik ` a 1k 4 P-2 yp a -2 Typ `4 P-2 TYP P-1 Typ P-2 yp P-2 Typ P-2 Typ P-3 TYP & 3 Gg� RF7-1 RF1-i RF1-1 RF7-1 SV C@-S GB-5 Gg� 3 Ca- RF7-1 `{ RF7-1 RF1-1 RFt-1 RF7-1 C@� g�5El D Gg- 3 C @-`� RF1-2 _6 RF7-2 -7 RF1-2 P_7 RF7-2 P-7 RF7-2 _7 RF7-2 - RF7-2 RFI-2 P-6 RF7-2 C@�6 GB�6 C@�p-7C P-6 - RF1-2 RF1-2 G -3 - C -3 RF1-2 P-7 Gg�3 C@` 3 P-7 11 p-6 RFI-2 RF1-2 R171-2 C@�3 G -3 RF1-2 RFI-2 RF1-2 -4 T -2 T P-2 T -2 T C@�5 P-2 T -5 T P-2 Typ C@�5 G GB` P_2 Typ C .k PURLIN LAP ROOF SHEETING IS SOLAR PANELS (BY OTHERS) t -o• t -o• t -o• t -o• t -o• ROOF FRAMING PLAN GENERAL NOTES: CL045 CLIP MINOR FIELD WORK OF STRUCTURAL, SECONDARY NOTE: AND PANEL/TRIM ITEMS MAY BE NECESSARY TO O O INSTALL CL045 ENSURE PROPER FIT. SUCH WORK IS CONSIDERED � CLIP AT EACH A NORMAL PART OF METAL BUILDING ERECTION. O O FLANGE BRACE WE WILL NOT HONOR BACKCHARGES FOR MINOR LOCAT70N. FIELD WORK. SCREW PATTERN c-t c-L G-3 t -o• t -o• 1Q GENERAL REVISION: 5/30/19 CN — INCREASED BUILDING WIDTH AND HEIGHT. COMPLETE REDESIGN. �pPHER p''%, `��Q� . ......... E E * ; No. 83864 _E CROWN SOLAR Customer. FORT PIERCE CANOPY - STATE OF ' �0.' .�OR1�P ��mnnm 05/31/19 YOUNGSTOWN State:OH Loaation:2800 N HWY AIA FORT PIERCE, FL 34949 3ner. CPJ Date: 5/29/19 ter. CN Date: 5/07/19 Revision No: 1 Date: 5/30/19 Init. CN filer. Date: Office: Job No.: 21009 ker. Date: Office: ROOF FRAMING PLAN Sht. E6 of 9 I N iy' , N N \ N \ N \ N \ N \ rN N \ N \ cV \ N \ N \ N \ N - N \ N \ N \ N \ N i�h N \_ N \ N \ N \ N \ N \ N \ N \ N \ N \ N \ N \ N \ N N \\_ Im I Im m I m m I m m I m m I m m 1 m LI m I m I m I m I m I m 1 1 m 1 m I m m I m e m I m m I m � 11 al m I m m I m m I m m I m rn I m m I m m LI m m I m m I m m I m m I m m I m m I I m m I m m I m m I m m I rn m I m - m 1 m m II o� m I rn m I m m I m m I m m I m m 1 m m LI m m I m m I m m 1 m m 1 m m 1 m m I m m m 1 1 m rn 7R282 I N N N N N N 1[N N \_ iV \_ N \_ N \_ N \_ N \_ N \_ N \_ N \_ N \_ N \_ N \_ _ N \_ N \_ N \_ N \_ N - N \_ LLN I_— N — \_ N \_ N \_ N \_ N \_ N \_ N N \_ N \_ N \_ N \_ N \_ N \_ N \_ fV \_ N \_ N \_ N \_ N I_ N \_ N \_ N \_ N \_ N \_ N \_ I N \_ \_ Irn rn rn rn m m �LIm m m m m m rn m m m rn m m C4 m m m m m m m m rn m m m — m m m m m m _ al m m m m rn m I``m m m rn m m m m m I m m jm m m m m a a 'm m m 'm 'm "m oy m 'rn a a m 'rn III0 jm "m m m m 'm a a m 'rn m m m 'm a �.- ROOF LINER SHEETING PLAN PANELS: 26 Go. GBR — NEED COLOR 10 GENERAL REVISION: .9/30/19 CN — INCREASED BUILDING WIDTH AND HEIGHT. COMPLETE REDESIGN. z p72 . 1 1/4' S.D.& p EACH END (IF REOD.) 53 ra ON I o 0 I 211613 `1/2'0 . 1 11V A307 BOLTS (TYP.)(U.N.) RIGID FRAME ENDWALL RAFTER O 0 0 0 1 y O o o Oil 1/2.0 X 1 1/4 A325T BOLTS M)(U N.) M)PURLN RIGID FRAME COLUMN RIGID FF COLUMN 33 I I LT .) (U.N.) N< O 0 061 a I HW)HnTIX13 S.DS. XTYP.) III III III BENT COLUMN — — — — 0 _ — "A" III "A" (2) 5/B'0.2 1/4 A325T BOLTS (3'-O' ox ) 0 0 (2) 5/8'0 s 2 1/4' A3O7 BOLTS A325T BOLTS ((2)01/BOL75 1 1/4' C (TYP.)CU.N.) (3'-W Mr) P) RAFTER/ A32ST GE BRACE ROOF RIGID FRAME RAFTER FRAMING PU.N. LANBGLTS)—FLAN (IF REab. SEE (SHAPE (SHAPE MAY VARY) COLUMN BASE PLATE RIGID FRAME RIGID FRAME ELEVATIONS RAFTER FOR LOCATIONS) G1 FLANGE BRACE AT PURLIN LAP G5 ANTI —ROLL CLIP DETAIL 20 WIND BENT COLUMN TO RIGID FRAME COLUMN ••"'•CRAFTER RI R) COLUMN RAFTER ROD BRACE SLOT IN WEB TO INSERT HILLSIDE WASHER AND ROD BRACE FLAT WASHER SECTION "A" J47 EAVE PURLIN TO RIGID FRAME J47S EAVE PURLIN TO RIGID FRAME P1 RIGID FRAME COLUMN SECTION 03 DIAGONAL ROD BRACE CONNECTION Q7 INTERMEDIATE ROD BRACE SPLICE NOTE: 1.) NOT ALL HOLES REQUIRE BOLTS. LOCATE BOLTS AS SHOWN. 2.) ALL SCREWS ARE WITH WASHERS UNLESS NOTED TRIPLE CROWN SOLAR Customer. FORT PIERCE CANOPY City: YOUNGSTOWN Sfate:OH Location:2800 N HWY AtA Designer. CPJ Date: 5/29/19 FORT PIERCE, FL 34949 Drafter. CN. Date: 5/07/19 Revision No: 1 Date: 5/30/19 Init. Detailer. Date: Office: Job No.: Checker. Date: Office: 21009 DETAIL DRAWINGS Sht. EB of 9 BENT COLUMN 10 GENERAL REVISION: 5/30/19 CN - INCREASED BUILDING WIDTH AND HEIGHT. COMPLETE REDESIGN. \\\11111111111////) ,.`S�pPHER �\o �\CENSE :, CS * No. 83864 STATE OF A.Q- 05/31/19 t/12 z 1 1/4' (TYP.)(U.N.) TR04D ")- RIGID FRAME LINER PANEL , f FIELD CUT PANEL (AS REWD) Tr'Im_147 LINER PANEL SECTION NOTE - GUTTER TO BE INSTALLED SO WATER FLOW IS NOT OBSTRUCTED Trim_167 LINER DETAIL AT PEAK SOLAR PANELS (BY TR242 W/ e' PURUNS TR243 W/ 10' PURLINS tjf2 z 1 1/4' SD.S.— (TYP.)(U.N.) INSIDE CLOSURE SOFFIT PANEL (2) f12 • 1 S.D.S. 12'-----__--#12� z 1 1/4' /14 z 7/B SAS S.D.S. (1•-6' O.C.) ((1YP6)(OU.D..)) RODF LINER Trim_201 Trim�02 ROOF LINER TRIM SECTION ROOF LINER TRIM SECTION TRIPLE CROWN SOLAR Clty: YOUNGSTOWN Designer. CPJ Oaf Drafter. CN Daf Date: TRIM DRA State:OH Location:2800 N HWY A1A FORT PIERCE, FL 34949 ,9/19 4/19 Revision No: 1 Date: 5/30/19 Init. CN Office: Job No.: 21009 Office: WINGS Sht. E9 of 9 10 GENERAL REVISION: 5/30/19 CN — INCREASED BUILDING WIDTH AND HEIGHT. COMPLETE REDESIGN. `\�lunufulpiii * ; No. 83864 .p� STATE OF 05/31/19