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HomeMy WebLinkAboutROOF PLAN VIEW PROJECT DESCRIPTION urns SYSTEM CAPACITY:7.4 KW DC/6.0 KW AC EXISTING ELECTRICAL METER PV PANELS: (20)SIL-TITAN 370 NX(66 CELL)BY SILFAB PV DISCONNECT NORTH 09 PV STRING INVERTER#1 OPTIMIZERS: (20)P370 BY SOLAREDGE %lk?V INVERTER: (1)SE6000H-US BY SOLAREDGE RACKING SYSTEM: UNIVERSAL RL BY SNAP N RACK N PROJECT INFORMATION 2 LOCATION MAP / WIND ZONES O PROJECT LATITUDE 27.41295 MIN AMBIENT TEMP 1 °C N.T.J. PROJECT LONGITUDE -80.39394 MAXAMBIENTTEMP 350C WIND EXPOSURE B AHJ FORT PIERCE MAX WIND SPEED 160 MPH .. DRAWINGS INDEX } C-1 COVER SHEET C-2 SAFETY PLANS E-1 ONE LINE RISER DIAGRAM 1-}r E-2 SAFETY LABELS �` ♦r. - 0 S-1 STRUCTURAL PLAN S-2 RACKING PLAN D-1 PV MODULES DATA SHEET D-2 SMART MONITORING DATA SHEET •'1 Y '/ D-3 INVERTER DATA SHEET ° GENERAL NOTES O 0 PER FL.STATUTE 377.705(REVISED 7/1/2017),1 RAFAEL A.GONZALEZ O SOTO, P.E. 83104 AN ENGINEER LICENSED PURSUANT TO CHAPTER O 471, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL COMPONENTS ARE DESIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING CODE. IRRADIANCE MAP ��A� O APPLICABLE CODES:2020 FLORIDA BUILDING CODE 7TH EDITION, 3 ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES,NEW ELECTRICAL CODE,NFPA 70 AND NEC 2017. OVA O CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE O INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE 7TH �� f EDITION OR LOCAL GOVERNING CODE. 0 ALL WIRING METHODS AND INSTALLATION PRACTICES SHALL 2/ CONFORM TO THE NATIONAL ELECTRICAL CODE(NEC)2017, LOCAL � _ V• STATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEANS SHALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYING N CONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALL p _ OTHER CONDUCTORS IN THE BUILDING. CONNECTORS TO BE TORQUED PER DEVICE LISTING, OR MANUFACTURERS RECOMMENDATIONS.NON-CURRENT CARRYING METAL PARTS SHALL BE CHECKED FOR PROPER GROUNDING. * Ai REQUIRED SAFETY SIGNS AND LABELS SHALL BE PERMANENTLY ATTACHED BY ADHESIVE,OR OTHER MECHANICAL MEANS,LABELS SHALL COMPLY WITH ARTICLE 690 VI OF THE NEC 2017 OR OTHER APPLICABLE STATE AND LOCAL CODES.SEE LABELS AND MARKING PAGE FOR MORE INFORMATION. RACKING ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWING ' - MANUFACTURERS INSTRUCTION SPEC'S,INCLUDING ALL GROUNDING WEEB CLIPS,GROUND LUGS,AND RAIL SPLICE KITS FOR ELECTRICAL CONTINUITY. 4 3D RENDERING ROOF PLAN VIEW / BOS LOCATION M BUILDINGS. DESIOOLGN N WIN ON THE PRESSU ES AREND OA S FOR CALCULATED USING OSED BUILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USING N.T.S. N.T.S. ASCE 7-16 EQUATION 30.6-1.ALL NOTES IN FIGURES ASCE 7-16 30.4-1 AND 30.4-2(A,B AND/67C)HAVE BEEN INCORPORATED. MEAN ROOF HEIGHT MUST BE LESS THAN 60 FEET. DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 05-18.2021 KC DM ENGIPARTNERS LLC TITAN SOLAR POWER FL VINCENT KRUSE REV DESCRIPTION DATE CAD QC ,o`^""""' Digitally signed PROJECTADDRESS: COVER SHEET C.A.32661 ;:QP`.S�eNSFFZso by Rafael A 12221 N US HIGHWAY 301 % TITAN 255 GIRALDA 1 9229 POTOMAC DR e3io</' :Gonzalez Soto CORAL GABLES,FL 33134 `* �/ *= THONOTASASSA,FL 33592 FORT PIERCE,FL 34945 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: STAn (o a Date: S 0 L A R P 0 W E R ENG.RAFAEL A.GONZALEZ SOTO,PE C-1 DESIGN@ENGIPARTNERS.COM �`%9°FSSONA FN�,�c`` 202.:5.29 104'00' (813)982-9001 PARCEL NUMBER: TSP74262 DATE: SHEETS: 833-888-3644 #EC13008093 2327-502-0066-000-1 05-08-2021 1 OF 9 "PROPERTY SIDE FACING STREET" NORTti /' ' T EXISTING ELECTRICAL METER ,V/ I PV DISCONNECT PV STRING INVERTER#1 Lu Lu Z O V O Q LL Lu c H O Lu O a a LOCATION OF NEAREST URGENT CARE FACILITY NAME: ADDRESS: PHONE NUMBER: NOTES: 1. INSTALLERS SHALL DRAW IN DESIGNATED SAFETY AREA AROUND HOME 2. INSTALLERS SHALL UPDATE NAME ADDRESS AND PHONE NUMBER OF NEAREST SAFETY PLAN URGENT CAR FACILITY RELATIVE TO THE SITE BEFORE STARTING WORK N.T.S. DOCUMENT CONTROL DATE CAD OC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 05-18-2021 KC DM VINCENT KRUSE SAFETY PLAN REV DESCRIPTION DATE CAD ac ENGIPARTNERS LLC ,,,,,,,��,,,,,, Digitally signe TITAN SOLAR POWER FL PROJECTADDRESS: C.A.32661 '' P.°ONzq<F°''- 12221 N US HIGHWAY 301 * TITAN �Q..icExSF:?so'; by Rafael A 9229 POTOMAC DR 255 GIRALDA AVE N 831o4 CORAL GABLES,FL 33134 `* 'GOnZd2Z SOYO THONOTASASSA,FL 33592 FORT PIERCE,FL 34945 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: Date: S 0 L A R P 0 W E R C-2 STATE ENG.RAFAEL A.GONZALEZ SOTO,PE DESIGN@ENGIPARTNERS.COM 2021.05.19 (813)982-9001 PARCEL NUMBER: TSP74262 DATE: SHEETS: 833-888-3644 �rn���,,,,,. 06:20:36-04'0 2327-502-0066-000-1#EC13008093 2 O F 9 oa-os-2o21 WIRE SIZES, QUANTITY&TYPE RACEWAY SIZE,TYPE, LOCATION&INFO. WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION WIRE TAG CONDUCTOR NEUTRAL GROUND RACEWAY RACEWAY RACEWAY HEIGHT OUTPUT 125°/D OF OUTPUT MIN WIRE DE-RATED CALCULATION VOLTAGE VOLTAGE CONDUIT DIST. QTY. SIZE&TYPE QTY. SIZE&TYPE QTY. SIZE&TYPE SIZE&TYPE LOCATION ABOVE ROOF CURRENT OCPD WIRE AMBIENT #OF FINAL DROP% FILL% CURRRENT RATING TEMP COND. AMPACITY DC(BEFORE JB) (4)#10 AWG PV WIRE N/A (1)#8 AWG BARE COPPER NOT APPLICABLE UNDER ARRAY 1/2"TO 3-1/2" 15A 18.8A 20A 40A X 0.76 X 1 =30.4 A 10 FT. 350V 0.11% 6.4% DC(AFTER JB) (4)#10 AWG THWN-2 N/A (1)#8 AWG THWN-2 3/4"EMT CONDUIT ABOVE ROOF 1/2"TO 3-1/2" 15A 18.8A 20A 40A X 0.76 X 0.8=24.3 A 20 FT. 350V 0.21% 8.1% AC(INVERTER TO METER) (2)#8 AWG THWN-2 (1)#8AWG THWN-2 (1)#8 AWG THWN-2 3/4"EMT CONDUIT EXTERIOR WALL "N/A" 25A 31.25A 35A 55A X 0.76 X 1 =41.8 A 5 FT. 240V 0.1% 7.7% 10 EXISTING UNDERGROUND SERVICE 240V/120V 150A BUS BAR 3#1/0 THWN-2 o INVERTER TOTAL OUTPUT: 25A STRING#1 SAFETY RATING (125%): 31.25A A1.1 A1.2 A1.3 A1.4 A1.5 B1.6 B1.7 B1.8 B1.9 B1.10 TOTAL PV SYSTEM OCPD: 35A 1❑ MAIN BREAKER RATING: 150A - - - - - - - - - - � )150A BUS BAR RATING: 200A 2 3 4 5❑ 120% BACKFEED RATING: 90A PV RAILS TO BE BONDED WITH#8 BARE WIRE STRING#2 © 6 J UNFUSED OA ® 35A B2.1 B2.2 B2.3 B2.4 B2.5 B2.6 B2.7 B2.8 B2.9 B2.10 7❑ 0 NEMA3R I #G THWN-2 GROUND I #G THWN-2 GROUND � ONE LINE RISER DIAGRAM N.T.S. LEGEND: (20) SIL-TITAN 370 NX(66 CELL)BY SILFAB 4#10 PV WIRE REFER TO D-1 SHEET [2] 1 #8 BARE WIRE GROUND 3 NEMA3R JUNCTION BOX 3/4"EMT CONDUIT 4#10 THWN-2 SE6000H-US BY SOLAREDGE 2#8 L1,L2 THWN-2 1 #8 THWN-2 GROUND 4 1 #8 THWN-2 GROUND F5] REFER TO D-3 SHEET 6 1 #8 THWN-2 NEUTRAL 3/4"EMT CONDUIT 3/4"EMT CONDUIT 7 PV SYSTEM DISCONNECT [8] PV INTERCONNECTION POINT 9 INTERIOR SUB-PANEL Q UTILITY ELECTRICAL SERVICE 11 NOT USED 11 2 NOT USED DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 05-18-2021 KC DM VINCENT KRUSE ONE LINE RISER DIAGRAM ENGIPARTNERS LLC TITAN SOLAR POWER FL REV DESCRIPTION DATE CAD QC Digitally signe PROJECT ADDRESS: C.A.32661 ;,```�P.GON ez'•., 12221 N US HIGHWAY 301 & TITAN 255 GIRALDA AVE :Q°':'���a"SF','o''s by Rafael A 9229 POTOMAC DR ���ryrycc�a3ia =_Gonzalez Soto CORAL GABLES,FL 33134 *�LL./A *= THONOTASASSA,FL 33592 FORT PIERCE,FL 34945 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: .I SCAT ; 'Date: S O L A R P 0 W E R ENG.RAFAEL A.GONZALEZ SOTO,PE E-1 DESIGN ENGIPARTNERS.COM 90': 2021.05.19 813 982-9001 „sgpNA�ENG` [PAARCELNUMBER: TSP74262 DATE: SHEETS: 2327-502-0066-000-1 05-08-2021 3 OF 9 833-888-3644 #EC13008093 LABEL LOCATION: INVERTER#1 LABEL LOCATION: 0 WARNING AC DISCONNECT, 240 V LABEL LOCATION: WARNING DUAL POWER SOURCE POINT OF , •■ ■, ELECTRICAL SHOCK HAZARD POINT OF INTERCONNECTION • , INVERTER SECOND SOURCE IS PHOTOVOLTAIC SYSTEM INTERCONNECTION PER CODE: NEC 690.13(B) NOMINALOPERATING AC FRE• 60 HZ PER CODE: NEC 690.52 PER CODE: NEC 705.12(B)(3) TERMINALS ON BOTH LINE AND MAXIMUM AC POWER 6.0 KW LOAD SIDES MAY BE ENERGIZED MAXIMUM AC CURRENT Imil IN THE OPEN POSITION MAX OVERCURRIENT DEVICE RATING WARNING LABEL LOCATION: FOR ' • "• • NIA POINT OF POWER SOURCE OUTPUT CONNECTION. DO NOT INTERCONNECTION LABEL LOCATION: RELOCATE THIS OVERCURRENT DEVICE 0 WARNING AC DISCONNECT, MAIN PANEL PER CODE: NEC PER CODE: NEC 110.27(C) 705.12(B)(2)(3)(b) OSHA 1910.145(f)(7) � • � 480 VDC LABEL LOCATION: TURN OFF PHOTVOLTAIC INVERTER AC DISCONNECT PRIOR TO Rm PER CODE: NEC 690.53MAXIMUM CIRCUIT CURRENT LABEL LOCATION: WORKING INSIDE PANEL 16.5A '' CAUTION MAIN SERVICE PANEL MAX RATED OUTPUT CURRENT OF PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED PER CODE: NEC 690.45(B)(5) THE CHARGE CONTROLLER OR DC-TO_DC UIPPIW LABEL LOCATION: CONVERTER •LAR PV SYSTEM • AC DISCONNECT, MAIN PANEL WITH • . SHUTDOWN PER CODE: NEC 690.56(C)(3) TURN RAPID SHUTDOWN LABEL LOCATION: , • • DISCONNECT SWITCH TO THE"OFF" ® LABEL LOCATION:POSITION,TO PHOTOVOLTAIC AC DISCONNECT AC DISCONNECT POINT OF SH OUTSIDE T EUTDOWNNARRAYDUCTORS RATED AC OUTPUT CURRENT: 25 A UNDER • INTERCONNECTION CONDUCTORS WITHIN PER CODE: NEC 690.54 ARRAY REMAIN • •■ . • 240V PER CODE: ENERGIZED IN SUNLIGHT NEC 690.33(E)(2)&NEC 690.15(C) LABEL LOCATION: LABEL LOCATION: PHOTOVOLTAIC AC DISCONNECT AC MAIN PHOTOVOLTAIC PER CODE: NEC NECT POINT OF INTERCONNECTION NEC 690.13(B) CAUTION: SOLAR ELECTRIC SYSTEM • , PER CODE: NEC690.56(C) SYSTEM CONNECTED WITH RAPID SYSTEM SYSTEM DISCONNECT LABEL LOCATION: POINT OF INTERCONNECTION SHUTDOWNPER CODE: NEC 690.15, NEC 690.13(B) 'A L WARNING : PHOTOVOLTAIC ' POWER SOURCE LABEL LOCATION: MAIN SERVICES DISCONNECT, DC CONDUIT PER CODE: NEC 690.31 (G) (3) ,� PV SAFETY LABELS DATA N.T.S. DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: VINCENT KRUSE SAFETY LABELS ISSUED FOR PERMIT 05-18-2021 KC DM ENGIPARTNERS LLC „�,,,,,,, Digitally signed TITAN SOLAR POWER FL REV DESCRIPTION DATE CAD QC 9 y g PROJECT ADDRESS: C.A.32661 P�......ez' b Rafael A 12221 N US HIGHWAY 301 T I T A N `PpF':��jCENSF�.:�1'Q'� �' 9229 POTOMAC DR 255 GIRALDA AVE e3ioa ' =_Gonzalez Soto CORAL GABLES,FL 33134 * � *= THONOTASASSA,FL 33592 FORT PIERCE,FL 34945 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: Date: E-2 S O L A R P O W E R ENG.RAFAEL A.GONZALEZ SOTO,PE oaioS/¢,c` DESIGN@ENGIPARTNERS.COM ''.,,'Fyy,�oNp�ENc,`',.• 2021.05.19 (813)982-9001 PARCEL NUMBER: TSP74262 DATE: SHEETS: 833-888-3644 #EC13008093 2327-502-0066-000-1 05-08-2021 4 OF 9 LEGEND & SYMBOLS SOLAR MODULE UL 1703 CERTIFIED 4' OBS ROOF OBSTRUCTIONS MAX.DESIGN LOAD:79.3 psf ARRAY# APPLIED WIND LOAD:43.56 psf XX.X MODULE# 4' STRING # NOTES: NoRTy -INSTALL MID CLAMPS BETWEEN PV MODULES SIL-TITAN 72•13„ MODULES AND ENDS CLAMPS ATTHE pp 370 NX END OF EACH ROW OF MODULES. TRUSSES OR RAFTERS (66 CELL) -ALUMINUM RAILS SHOULD ALWAYS BE } SUPPORTED BY MORE THAN ONE EXISTING ELECTRIC METER FOOTING ON BOTH SIDES OF THE • ROOF MOUNTS & RAIL SPLICE. PV DISCONNECT PV STRING INVERTER#1 ROOF SLOPE 39.4" EXT. EXTERIOR PV MODULE WEIGHTED AVERAGE SOBS ROOF'S GENERAL NOTES: WORST CASE MODULE: 1-CONTRACTOR/INSTALLER TO VERIFY ROOF CONDITIONS ZONE 1: 2% FOR PROPER INSTALLATION OF THE PV SYSTEM. ZONE 2E: 93% 2-CONTRACTOR/INSTALLER TO NOTIFY THE OWNER ZONE 2R: 5% OBS IMMEDIATELY OF ANY ROOF DEFICIENCIES AND/OR REPAIR REQUIRED TO INSTALL THE PV SYSTEM. 30.68(0.02)+43.82(0.93) +43.82(0.05) =43.56psf 3-FOR DOES NOT ASSUME ANY RESPONSIBILITY FOR THE ULTIMATE WIND SPEED 160 mph - - - - - - - - INSTALLATION OF ANY PV SYSTEM ON DEFICIENT ROOFS. DESIGN WIND SPEED 156 mph 4-CONTRACTOR/INSTALLER ASSUMES ALL RESPONSIBILITY TO RISK CATEGORY II ExT. INSTALL AS PER MANUFACTURER STANDARDS. EXPOSURE CATEGORY B ARRAY A ROOF SLOPE 20 TILT=20.141 - - - - - - - ROOF INSPECTION NOTE: ROOF TYPE HIPPED AZIMUTH=270°(W) r , E PV MODULE IN LAYOUT IS CONSIDERED NON-EXPOSED AFTER MATERIAL ROOF TYPE ASPHALT SHINGLES COMPLYING WITH THE FOLLOWING STATEMENTS BASED ON PRESSURE ZONE: 1&2 ASCE7-16: MEAN ROOF HEIGHT: 13.65 -NO INDIVIDUAL PV MODULE IS MORE THAN 0.5(MEAN ROOF PERIMETER WIDTH: 4.2 SOLAR PMODUDL 1 I OBS HEIGHT)AWAY FROM ROOF EDGE OR ANOTHER MODULE. 0.85 A1.1 O -NO INDIVIDUAL PV MODULE IS MORE THAN 4 FT AWAY FROM KZT 1.0 OBS ROOF EDGE OR ANOTHER MODULE. KH 0.575 INDIVIDUAL PV MODULE IS MORE THAN 1.5(MODULE LENGTH) VELOCITY PRESSURE(q)=0.60*0.00256* K V ROOF MOUNTS - EXT. - - - _ AWAY FROM CLOSEST EXPOSED EDGE VELOCITY PRESSURE(ASD) 18.26 LOCATED AT CENTER O OF ROOF TRUSS-TYP. INTERIOR EDGE EXTERIOR EDGE ARRAY EQUALIZATION - 063 - - - A1.5 - - - - OBS OBS FACTOR: FACTOR: ASCE 7.16-29.4-7 : ya =0.8 DESIGNED WIND PRESSURES: yE=1.0 yE= 1.5 WOOD TRUSSES/RAFTERS E O - - - p = q (GC )(y )( ya) OBS EXTERNAL PRESSURE COEFFICIENT Z1 0.7 -1.4 LOCATION-INSTALLER CBS h p E MUST VERIFY IN FIELD EXTERNAL PRESSURE COEFFICIENT Z2e 0.7 -2.0 EXTERNAL PRESSURE COEFFICIENT Z2r 0.7 -2.0 B1 6 EXTERNAL PRESSURE COEFFICIENT Z3 0.7 -2.0 cu A 1 INTERNAL PRESSURE COEFFICIENT 0.18 I M ,g ZONES PRESSURES INTERIOR EXTERIOR MAX. MAX. W u �• (PSF) PRESSURES PRESSURES SPAN CANTI- W u U (PSF) (PSF) (FT) LEVER(IN) -28.85 -20.45 -30.68 4' 16,, 0 0.4 2e -39.81 -29.22 -43.82 2' 8"L .� 4 M 2r -39.81 -29.22 -43.82 2' 8" 0•2 3 -39.81 -29.22 -43.82 N/A N/A D TOTAL ROOF AREA 2,752.81 s .-ft tA CrEkT. E T. cu TOTAL MODULES: 2p B .10 2 10 100 i()Da TOTAL PHOTOVOLTAIC AREA: 394.39 s .-ft Effec#ive Wind Area ft2 WIND LOAD PSF):, -43.56 TOTAL WIND LOAD LBS . -17,179.63 TOTAL ROOF MOUNTS: 69 ARRAY B TENSION FORCE PER MOUNT LBS : -248.98 TILT=20.14° AZIMUTH=180°(S) STRUCTURAL ROOF PLAN & PV MODULES LAYOUT N.T.S. DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 05.1AT021 KC DM VINCENT KRUSE STRUCTURAL PLAN ENGIPARTNERS LLC "" Digitally signed TITAN SOLAR POWER FL REV DESCRIPTION DATE CAD QC `�,�P,GONZq�F!�, b PROJECT ADDRESS: C.A.32661 ,p;���cENSF•Zso'; y Rafdel A 12221 N US HIGHWAY 301 * TITAN 9229 POTOMAC DR _ 255 GIRALDA AVE °m`�t� esioq oG011Zd12Z$Ot CORAL GABLES,FL 33134 c*/: I�iSo,/�g*' THONOTASASSA,FL 33592 FORT PIERCE,FL 34945 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: STATE-�" :Date: s 0 L A R P O W E R ENG.RAFAEL A.GONZALEZ SOTO,PE S 1 DESIGN@ENGIPARTNERS.COM ',9oFSoat°.P'��Q,`'2021.05.19 (813)982-9001 TSP74262 SS/ONAL E��,.•` PARCEL NUMBER: DATE: SHEETS: C OF 9 06:20:59-04' 0' J 833-888-3644 #EC13008093 2327-502-0066-000-1 Gs-os-zozi COMPONENT DETAIL FOR THE THE SNAPNRACK RL UNSMANERSNL MOUNT �'�N' COMPONENT DETAIL FOR THE SNAPNRACK RL (LZh N�'-16%ze4"UN REV6ION: BRAPMRACKRICJNNFRBALMOUNT ^wp Mt - DNNERBA LINK _ 037 PBRACKHTRACK. _ BOLT`/`"-NEAR,SS. J-- THE UNTFFCMHBEKFlASSHOWED"INTHE To (TORQUE TO SPECIFCATION) / YIAMPSLEEVE°METHOD OF MODULEEVERAND REDUCE - 'LIAMPSLEEVE'METHOD OF MODULE -SLEEVE SIDE, p Wet-R-Dri®MODUT-LINK ODERFERENELIMIWITE ATUCHMENTTO ALLDW A RO(KIN UPSLOPE �/,/ -SNAPN-K RL _ -I MOUNT-LINK IY/ UNIVERSAL LINK TOP - F - a All-Season Asphalt Patch RESTALUTWN OF THE UPSLOPE Pl INSTALLATION OF THE UPSLOPE MODULE.SEE ID EE"CUMPSLEEVE "CIAMPSLEEVE ATTACHMENI•VIEW (UMPSIDE, ATTAC EMENT'VIEVI �014"-16X2A"IENGTI DOWNSLOPE \ BOLT'X'HIX HEAD,S.S. RL UNIVERSAL LINKS BOND ACCRCss P/ARRAY �COR SPRING FOR RL UNIVERSAL MOUNTS BOND ACCROSS O (TORQUE TO SPECIFICATION) COWMNS VG BONDING FINE \ j 0A'BOLT,S.S. •Stops Roof Leaks W ARRAY BONDING CUPS VG THE RL UNVERSAL ® (7) '� O THE OPTIONAL RL UNIVERSAL LINK COLUMN j / (A ) •Adheres In Wet Or Dry Condition ��Il `SNAPNRACK RL UNIVERSAL SNAPNRACK RL UNIVERSAL Thick TroWel Glade THERL UNNERSALMOUNTPROVIDESA / BOND ING LIP,S.S. 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MOUNT 00TTOM LUMPVlG SURFACE 3uihwe cwlely �ELE&E SIDE,UPSLOPE (OPIONAL) EVER CUMP(XI)MODUL6 WIRI ANO LUMPTWO MODULES IF MODULE FP1150UISIDE OF - - ds> �"m3ah1�' vw, MOUNT"FLIP-FLOP"ABILITY BLurvlvfRu4 MOulgI.RfFERTOI RL UNNERBAL LINK.CENTERMODULE', - ati•Mpy MODULE OUTER ALIGNMENT MARK, ALIDN MODULE EDGE WITH mau o.yn,nestle vror 4oM AppM gareromrywnnetrowN or petty xnrca.work mNeeelma,wen c"ntrme 0'%'ie'-16X 1'LENGTH� GSE] WP BETWEEN CENTER ALINGMENT MARKS COLUMN SPACIILG FLIP M1IOUNT(REFER TO SD-00209J t OUTER ALIGNMENT MA0. ae mealy ire"to t2"tnlckFeuoermrealncnea naepneme ponies area.nwmgnlymremmmaneae ronrel brcenre BOLT,S.B. ON LBVK,AS SHOWN. F IN(RACK AND RGTTACH LnJK. �j ON RL UNIVERSAL LINK K nx gy.Nul mFemm exr ,\. WMODULE (TORQUE TO SPECIFICA-) vm M_ BeaetMurta arts nemmtwMrecn1 ma,eskveF'mpmm'mMatnxpopctlore martct enrol lie oo NOT PPPLvo ELTFHF OW SPACING a!I'MODULf temrepasure0anversawprota aPxa pe`mawFl at Ram 2a noun prbrto�Portoapgl�lnotrmeealwcoetlw. 0.01V SPACVNG areexgpkaseiseecsntata.WT IetlAPPy'wnanwrexetempemsur®arebelwemw'entl 12P`e In coNerw®uxrRe-ana odw:l,wueudenowo -SNAPNRACK 0.L I reaminlmum ci 6P Inc.wctlup mrmulabaa CLAMDSIDEE-.,._ / SNAPNRACK 0.LUNIVERBAL MOUNT IVERSAL LEVELER m,nanV CAGUNON8T oexte lorux onrotxec remPannwewearFSllalreusmkaun.9 applaion ofthexproeurn Wnen • �reN OWNSIDP renspvl a //FVSHTRACN WM � e"SHAPNA GK / s-- . UNNE0.5ALgSER m av=aV L ' wcmwz Me,.'ily N, WntlngwMermryplAWfl Do nd lwae mpN coma sere.Do not uM n / tlenkm teroractlwdelrePm from Freazrp Asa•-IbxX•LINGTH- 7BMIPNRALKRL D f R urvNERBALSHAPHRACK ROCK INS BOLTS (4)PV MODULES t71E UNIVERSAL MOUNT N MODULE HEIGHT OFF ROOF. _ CHANNEL NUT (TORQUE TO SPEC]F]GTION) \ LINK SPACER SLIDER 3'h'-4Ya• - SNAPN RACK RL UNIVERSAL SNAPNRACK RL- �STRUCNMLMEMBEA, ''_ENAFNRACK RL UNIVERSAL LINK ALONG LINKTO PR DE adr Np,' AVAIL116LE SIZES \ ---SAL UNIVERSAL MOUNT LMTIB ON RASHNUCK: SNAPNRACK RL UNIVERSAL UNNERSALMOIINT WOOD RAFTER, L - L J so x,�e w,af eu uxee one MOUNT,ASSEMBLY wenEL neEOEo aW MOUNTMUSTNOT HANG OVER ETiHEP EDGE m'arerlala twm m.... mmy srmcmwuca Irgamr W"twcon:rgrnatunnx flat IG / OF FLASH SHOWN MOUNT.EXPLODED xyrar'war.�merel,a..e:appea"a w."m(,al,.� any.ae,,,„nmmarealamnrm GBE 1'Cre, OOVL MOVMT CASE 3;MIN LINK CLAMPING SURFACE lanrcneemn.lsreup a9al. 3s 916s. NOT ALLOWEDNA GSE 3�FLIALLOWfD IN IRACI( ALLOWED noN PBoroeoL VZIBlep d. 29fl.oz1/8SB mL 1 bs. CLAMP-SLEEVE ATTACHMENT mnew,Crean,kx..maaNreaar;trnazaa,aaaea<a, T.pes mne RL UNIVERSAL LINK PLACEMENT t:aaw^Inawo.re, sgal. 4.75ga1/18L ss 10s. ",aa�mu wAeu,�.�ana ern.maaa,a a>eu DESIGNER: B.PETERSON SIDE: NTS DRAWING NUMBER: DESCRIPTION: REV: DESIGNER: B.PEfER50N SCALE: NTS DMVWNG NUMBER: DESCRIPTION: Rfy; "n vpmAra.ol - .i,wram:al m.ro�cm, m aw mn":.aane p .stet e = www.ganlnmglbepnxmn ./�'1/(" (T rI\I� r V Gar4ner Glbwn•P.O.Box SA49•Tampa.Flpri4a 336]5-5949 Sr"��I��II�.iL V.F iCR DRAFTER: M.PFRMRANGER SNR-DC-00363 RL UNIVERSAL,COMPONFNr DETAIL,MOUNT 1 »II II cl n N ��It DRAFTER, M.AFI�TnRANGER SNR-DC-00364 RL UNIVERSAL,COMPONENT DETAIL,LINK 1 e Derr PNone:p-)lae ltot Saar,,=,Bg solutions V APPROVED BY: B.PE(ER.SON DAB' 51L/2019 5d-ar Mounting Sdu[oils APPROVEDBY: B.PETER50N DAB' S11(2019 wtA Snap rack SnapNrack Universal RL Zone 1/Zone 2/Zone 3 Spacings(inches) [Landscape][0-30ft] Snow Exposure Roof Pitch Wind Speed(MPH) Load Category (Degrees) 105 12 1308 15D ISO 180 1/4"SS 18-8 BOLT 0<7 72/72/60 /55172 115 64/4672/54 6 /47/33 55/40 35/ 28/20 1/4"SS SERRATED FLANGE NUT B 20<05 27 72/72/69 72/71/63 72/64/57 72/59/52 72/50/44 72/43/39 63/37/33 55/32/29 43/25/22 45<Bs 9D 72 72 72 72 72 72 66 58 45 9<7 72/60/42 72/54/38 68/49/35 62/45/32 52/38/V 45/33/23 39/28/20 34/25/18 27/19/NA 7<Bs 20 69/45/37 63/41/34 57/37/31 52/34/28 44/29/24 38/25/21 33/22/18 29/19/16 22/14A/NA G-0��P 0PSF C 20<Bs 27 72/55/48 72/50/44 72/45/40 71/41/37 60/35/31 51/30/27 44/26/23 39/23/20 30/18/16 \C 27<Bs 45 72/68/5469/62/4963/57/4558/52/4149/44/3542/38/30 36/33/26 32/29/23 25/22/18 45<B<90 72 72 72 12 63 54 47 41 32 ! 8 <7 69/50/42 63/50/38 57/41/29 52/38/27 44/32/23 38/27/19 33/24/17 29/21/14A 22/16/NA OO����` 7<9s 20 58/38/31 53/34/28 48/31/26 44/29/24 37/24/20 32/21/17 28/18/NA 24/16/NA 19/NA/NA D 20<81 2] 72/46/4171/42/3765/38/3459/35/3150/29/2643/21/22 37/22/19 32/19/1] 25/NA/NA Tk 27<Bs 45 64/57/45 58/52/41 53/47/38 48/43/34 41/37/29 35/32/25 31/2J/22 27724/19 21/19/NA 10 M O �� 45<B s 90 72 72 68 62 53 45 39 34 27 PV MODULES LZSo "P LAG BOLT PULL OUT CALCULATIONS Lag Screw Installation Guidelines Uni-Rac Specs.Lag pull-out(withdrawal)capacities(Ibs) 1.Determine location for the Mount on roof by LAG BOLT in typical roof lumber(ASD) Spruce,Pine, Per inch Thread Depth 2661bs drilling through the center of truss from bottom with - O O SS Lag Bolt 5/16"x 4" Min.Thread Depth 0'-3" 5132"drill bit. STAINLESS STEEL Lag screw specifications Wood Strength x Thread Depth=Pull Out Strength 2. Mark mounting holes for Mount eon d O FLASHING onderi trusses. .Mounting holes should be centered p 5/g"Shalt,` 266 Ibs.x 3 in=798 Ibs. on the tmsses. Specific Allowable Pull Out Strength per Lag Bolt 798 Ibs. 3.Drill 15164"pilot hole. gravity per inch thread depth EXIST.2X WD. Max.Pull Out Strength Required per Lag Bolt 248.98 4.Apply sealant to bottom of Mount. 2X TRUSSES 24"O.C. TRUSSES OR 5.Place Mount over roof underlayment with holes Douglas Fir,Larch 0.50 266 RAFTERS Lag Bolt Pull Out Strength Safety Factor 3.21 in roof. -- 6.Apply sealant to bottom of Mount,apply sealant Douglas Fir,South 0.46 235 --- to lag screws and fasten Mount securely to - / DISTRIBUTED LOAD CALCULATIONS trusses. Engelman Spruce,Lodgepole Pine 0.46 235 SNAPNRACK Q ASPHALT Tt 7.Apply additional sealant to top assembly to be (MSR 1650 f&higher)SHINGLES PV MODULES&RACKING WEIGHT=(INDIVIDUAL MODULE WEIGHT sure all penetrations are sealed. ( grain) +3.5 LBS)a(MODULE CITY)Am LBS)A(20)=958 LBS ASCE7-16VelocityPmesum Hem,Fir,Redwood close 0.43 212 PLACE BOLT R=m=B.BozsBK=Ka rctl vz AT C.L.OF PER SQUARE FEET(PSF)ARRAY LOAD=PV MODULES&RACKING wh.m Hem,Fir(North) 0.46 235 / TRUSS OR 5/16"SS LAG BOLT WEIGHT/TOTAL ARRAY AREA=958 LBS1394.39SQFT K:,D=AscE7-laraloal Pre.aa aaaetlatmeanmdHalgm(pd 0.55 307 NOTE: EQ. EO. RAFTER =2.43 PSF ==�aldin Pm.apm..Ppanm cpaNlaape Southern Pine 5/16"SS FENDER WASHER aapgmtTadpr SEAL BASE MOUNT TO EXISTING "P ,",tl_ea�i.I=pae'ala `pr�Dom ABQF7-1R_Ps la tltavaP,Rm_ro ,1 Spruce,Pine,Fir 0.42 205 ROOF UNDERLAYMENT WITH ROOF HENCE,ROOF WILL CARRY THE ADDITIONAL SOLAR SYSTEM epaetlmapaa]o20FBD. SEALANT AND MEMBRANE SECTION "A-A"' LOAD A.an..PR,for an`nay RaO.P an ame.115Bo s9 A,Me sal nPlnng memmm)arc�acer,g pn ma anar wpm`ba asl Per.lse.Ba aR-R=-6.179- Spruce,Pine,Fir N.T.S. b=_,ngtvia 1ronttprce,lnatle.ognannnearcann.determinalhanpmbar (E of million psi and higher ae. m1,aatl a"i='of a ma ,B a.a'e"eae'ea"lo'al'ly grades of MSR and MEL) 0.50 266 Notes:(1)Thread must be embedded in the side grain of a Trusses or other structural ^h n member integral with the building structure. Live Lae`.' (2) Lag Bolts must be located in the middle third of the structural member. tlleMbaatl Aad .aptialatl yaB,phdprprolc ay.l.ma era penalty as.uR.d a be Sources:American Wood Council,NDS 2005,Table 11.2A,11.3A. (3) These values are not valid for wet services. «^ara^tl era email,"n u,elomerdap.mH.e. (4) This table does not include shear capacities.If necessary,contact a local engineer to S H I N G L E ROOF MOUNT DETAIL I L & DATA specify lag bolt size with regard to shear forces. 1 (5) Install lag bolts with head ad washer flush to surface(no gap).Do nor over-torque. (6) Withdrawal design values for lag screw connections shall be multiplied by applicable adjustment factors if necessary.See table 10.3.1 in the American Wood Council NDS for Wood Construction. DOCUMENT CONTROL DATE CAD QCJ ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: VINCENT KRUSE RACKING PLAN ISSUED FOR PERMIT 05-18.2021 KC DM ENGIPARTN ERS LLC �,,,,,,,,, Digitally TITAN SOLAR POWER FL REV DESCRIPTION DATE CAD QC ""OQNI"' PROJECT ADDRESS: C.A.32661 ,��,PQ`a_`�5cem''I," signed by 12221 N US HIGHWAY 301 % TITAN 255 GIRALDA AVER Rafael A 9229 POTOMAC DR CORAL GABLES,FL 33134 '* i9, �a�,7*'Gonzalez Soto THONOTASASSA,FL 33592 FORT PIERCE,FL 34945 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: STATE _ S 0 L A R P O W E R ENG.RAFAEL A.GONZALEZ SOTO,PE ,`., e=Date: S-2 DESIGN ENGIPARTNERS.COM ''o <ogty e�'`o"'Q (813)982-9001 TSP74262 oFSS/ONALEN�c 2021.05.19 PARCEL NUMBER: DATE: SHEETS: "rrrrlllla""' 2327-502-0066-000-1 05-08-2021 6 OF 9 833-888-3644 06:21:08-04'00' #EC13008093 Electrical Specifications Silfab Solar Inc. Test Conditions STC NOCT 240 Courtneypark Drive East ModulePower(Prri Wp 370 266 Maximum owervota e(V max) V 37.2 33.7 Mississauga, Ontario, Canada L5T 2Y3 Maximum Power curr e t(I max) A 10.0 7.9 Tel: +1-905-255-2501 P Op max) +1-905-696-0267 S i l f a b�\\` Open circuit voltage(Vac) V 44.8 40.7 Web: www.sitfabsolar.com Short circuit current(Is,) A 10.6 8.3 SOLAR Module efficient % 20.2 18.2 Email: infoC�silfabsolar.com y Maximum system voltage(VDC) V 1000 Series fuse rating A 20 Power Tolerance WP February 10t",2021 Measurement conditions:STC 1000 Wlm2.AM 15.Temperature 25'C.NOCT 800 Wfm',AM 15•Measur mentIn—t—tys3% Sunsimulator calibration reference modules from Fre lifer Institute.Electrical characteristi6 may-ryby�5%end power Temperature Ratings Temperature Coefficient Isc 0.064%['C; Subject: Update to Silfab s UL 1703 Mechanical Load Test Ratings Temperature Coefficient Voc -0.28%r°c Temperature Coefficient Pmax -0.36%(°C NOCT(+2'C) 46°C Operating,temperature -401+85°C Mechanical Properties and Components To whom it may concern, SIL-370 NX mono PER Module weight 4410.4lbs Thank you for your choice of employing Silfab PV Modules in your PV rooftop projects,some of which can be Dimensions(H x L x D) 72.13 in x 39.4 in x 1.5 in located in areas with above normal windload design requirements. Maximum surface load(winclsnow)' 83.51112.8Ib1ft'2 Had impactresistance o 1 in at 51.6 mph Silfab Solar Inc. has made recent targeted efforts to extend the mechanical test load ratings under the UL Cells 66-Si mono-PLRC-5busbar,62.25x62.25in Glass 0.126 in high transmittance,tempered,DSM anti-reflective coa tin 1703 PV module standard for Silfab's residential PV module product offerings with regards to extreme uplift Cables and connectors(reFerto installation manual) 47.21n, m0.22 in,MC4 from Stauhli design load needs, namely the PV modules identified as follows: SIL-xxxNL, SIL-xxxHL, SIL-xxxBK, and SIL- Backsheet High durability,superiorhydrolysisandUVresistance,multi-layer dielectric film,fluorinc-frec,PVbacksheet XXXNX. Frame Anodized Aluminum(Black) Bypass diodes 3 diodes-30SQ045T(45V max DC blockingvoltage,3OAmaxforward rectified current) This letter serves to clarify the achieved maximum test load ratings,and the associated design load ratings, Junction Box UL3730 Certified,IEC 62790 Certified,IP67 rated Warranties SIL-370 NX mono PERC according to the following modifications to the design of the module's mounting locations under a 2-rail Module product workmanship warranty 25years`* configuration which must be followed in order to ensure compliance: 30 years Linear power performance guarantee >_97.1%end in year >>91.6%end 12"year >-85.1%end 25"'year >>82.6%end 30" ear Certifications m, SIL-370 NX mono PERC l ULC ORD C1703,UL1703,CLC listed—,UL 61215-1/-1-1/-2,UL 61730-U-2, W SIL-xxxNL and SIL-xxxHL:the mounting/clamping locations must be made along the long edge of Product IEC61215-11-1-v-2•*.IFC61730-v-2",CSAC22.2461730-v-2,IEC62716 the module frame and be spaced apart 1100mm+/-25mm in a symmetric/centered fashion. Ammonia Corrosion;IFC61701,.2011 Salt Mist Con usionCertifed,UL Fire Rating_YType2 u SIL-xxxBK and SIL-xxxNX:the mountin clam in locations must be made along the Ion edge Factory IS09001:2015 ���} g/ ping g g g All states except California California of the module frame and be spaced apart 1200mm+/-25mm in a symmetric/centered fashion. Modular Par Pallet 26 Modules Per Pallet-26 5°i38mml Pallets PerTruck 34 'Pallets Per Truck:32 E Modules PerTruck 884 -Modules PerTruck 832 e E �- As Ion as the design and installation of the aforementioned PV module types follows the guidelines above, are`=a, o g g yp g A Warning.Read the Safety and Installation Manual for p the maximum test load ratings in both downward and upward orientations have been confirmed as 119psf mounting specifications and beFore handling,installmn and 5700Pa o a u which corresponds t maximum design load rating of 79.3 sf(3800Pa ope atingmodule. p g g p . *"12yearextendabletc25yearssub�ecttoregistrationandcondl- tions outlined under"Warranty"at www.silfabsolar.com. Sincerely, —Certification and CEC listingin progress. E E 4 E PAN files generated from 3rd party performance data are _ E 8 available for download at: m e_e s www.silFabsolaccomldownloads. C E Itai Suez, PhD—Vice President of Product Development E Silfab Solar Inc. m m s Titan Solar Power i 525 W Baseline Rd c c TaI TA N Mesa,AZ85210 �p[25mm, Tel 855 SAY-SOLAR Titansolarpower.com info titansolar Pover 6°smm1 5 c�aa,o Eoia a Silfab Solar Inc. se;11^155amIn = 240 Courtneypark Drive East sssx ll000mm, o ` Mississauga ON L5T2Y3 Canada Silfab Tel11 9 0 5-2 55-25 01 1Fax+1905-696-0267 wale. infopsilfabsclarcom I wwmsilfabsolarcom z Silfab Solar Inc. ©® 800 Comwall Ave _ Bellingham WA 98225 USA Tel+1 360-569-4733 Al Rev.D Sep.3,2019 DOCUMENT CONTROL DATE CAD QC1 ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: VINCENT KRUSE PV MODULES DATAS H E ET ISSUED FOR PERMIT 05-18-2021 KC DM ENGIPARTNERS LLC ,,,,,,,, Digitally TITAN SOLAR POWER FL REV DESCRIPTION DATE CAD QC ..."P aomzq�` sl ned b PROJECTADDRESS: C.A.32661 Pe``:��iceivsFFZs Rafael A y 12221 N US HIGHWAY 301 * TITAN 9229 POTOMAC DR 255 GIRALDA AVE e3104 CORAL GABLES,FL 33134 `*/'; i/i� '-Gonzalez Soto THONOTASASSA,FL 33592 FORT PIERCE,FL 34945 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: .1 STATE.:o Date: S O L A R P 0 W E R ENG.RAFAEL A.GONZALEZ SOTO,PE D-1 O':(ORID?:'4�': C DESIGN@ENGIPARTNERS.COM '.TFSs�OrygLENc,?,o 2021.05.19 (813)982-9001 PARCEL NUMBER: TSP7426Z DATE: SHEETS: 7 OF 9 06:21:16-04'00 05-08-2021 833-888-3644 #EC13008093 2327-502-0066-000-1 / Power Optimizer For North America Power Optimizer P320 / P34 / P370 / 400 / P401 / P405 / P485 / P505 0 ' 60 and 72- 96-cell 'For North America (typical module .I .. .0 (for high- (for high- (for higher voltage voltage current P320 / P340 P400 / P401 / P405 / P485 / P505 modules) .. modules) modules) .. - MINPUT Rated Input DC Powernl 320 1 340 370 400 405 1 485 505 W Absolute Maximum Input Voltage 48 60 80 60 125m 83m We (Voc at lowest temperature) MPPT Operating Range 8-48 8-60 8-80 8-60 12.5-105 12.5-83 WC YEAR 1, ,,2WARRANTY O Maximum Short Circuit Current(Isc) 11 10.1 11.75 11 14 Adc Maximum DC Input Current 13.75 12.5 14.65 12.5 17.5 Adc Al Maximum Efficiency 99.5 % Weighted Efficiency 98.8 48.6 % Overvoltage Category II OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer 1 t 0.1 Uric STANDARD COMPLIANCE EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1(class II safety),UL1741 Matenal UL94 V-0,UV Resistant MRoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 We Compatible inverters All SolarEdge Single Phase and Three Phase inverters 129x153x33.5 129x153x29.5 129xl62x59/ men Dimensions(W xLx H) 129x153x27.5 J5.1x6x 1.1 /5.1x6xl3 /5.tx6x1.16 129x159x49.5l5.1x63x1.9 5.1 x6.4x2.3 /in Weight(including cables) 630/1.4 1 750/1.7 1 655/1.5 845/1.9 1064/2.3 gr/lb Input Connector MC4M Single or dual MC4131 MC4P11°1 Input Wire Length 0.16/0.52 m/ft Output Wire Type/Connector Double Insulated/MC4 Output Wire Length 0.9/2.95 1.2/3.9 m/ft PV power optimization at the module-level Operating Temperature Range() 4085/-40-+185 /'F Protection Rating IP6P68/NEMA6P Relative Humidity 0-100 % / Specifically designed to work with SolarEdge / Fast installation with a single bolt (1)Rated power of the module at STC will not exceed the cpvmizeT'Rated Input DC Power'.Modules with up to r 5%power tolerance are allowed (2)NEC 2017 requires max input voltage be not more than 80V inverters (3)For other connector types please contact SolarEdge Next generation maintenance with module- (4)For dual version for parallel connection of two modules use P485-4NMDMRM.In the case of an odd number of PV modules in one string,installing we P48S dual version power optimizer connected g to one PV module.When connecting a single module seal the unused input connectors with the supplied pair of seals. / Up to 25% more energy level monitoring (5)Ferambient temperature above+85°C/+185'F power de-rating is applied.Refer m Power Optimizers Temperature De-Raving Technical Note for more details- / Superior efficiency(99.5%) / Meets NEC requirements for arc fault PV System D. sign Using protection (AFCI)and Photovoltaic Rapid a SolarEdge :• / Mitigates all types of module mismatch losses, Shutdown PVRSSstem S `"° F346,Ps-,, y ( ) Minimum String Length pgp0,P401 18 from manufacturing tolerance to partial (Power Optimizers) Pg05,P485,P5o56 14 shading / Module-level voltage shutdown for installer Maximum String Length(Power Optimizers) 25 25 Soft) and firefighter safety S700(6000 with / Flexible system design for maximum space Maximum Power per String SE7600-US-SE11400-7 5250 6000(n 12750011 W US) utilization Parallel Strings of Different Lengths or Orientations Yes (6)For detailed string sizing information refer to:httpV/w -solaredge.mm/sites/defauVfiles/String sizing_napdf (7)It is not allowed to mix P405/P485/PS05 with P320/P340/P370/P400/P401 in one string (8)A string with more than 30 optimizers does not meet NEC rapid shutdown requirements,safety voltage will be above the 30V requirement (9)For 208V grid:his allowed to install up to UOOW per string when the maximum power difference between each string is 1,000W (90)For 2777480V grid:a is allowed to install up to 15,000M/per string when the maximum power difFerence between each string is 2,000W solaredge.com solar=@@ �� Al Solhr trgdTechnologies lld.All dghlsreserved.SOLAR EDGE,the SolarEdgelogo,OPIIAIIZEDBt'2/ENG AMaretrademarks or gregisteredtrademerla of SolarEdge Technologies,Inc RoHS All other trademarks mentioned herein are trademarks oitheir respective owners.Date:04/2020NO2jENG NAM.Subject b change without notice_ Intertek DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 0548.2021 KC DM ENGIPARTNERS LLC ,, TITAN SOLAR POWER FL VINCENT KRUSE SMART MONITORING DATASHEET REV DESCRIPTION DATE CAD QC ............'err Digitally signe PROJECTADDRESS: C.A.32661 ,d°��?.��Nzq�eZ°�., 12221 N US HIGHWAY 301 % TITAN 266 GIA.LDA326 1 SQp...o......o by Rafael A 9229 POTOMAC DR aatoA Gonzalez Soto CORAL GABLES,FL 33134 -'* j)r •= THONOTASASSA,FL 33592 FORT PIERCE,FL 34946 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: STATE r =Date: B O L A R P O W E R ENG.RAFAEL A.GONZALEZ SOTO,PE p-2 DESIGN@ENGIPARTNERS.COM -=.90':Sonto?:�'��`¢:�2021.05.19 (813)982-9001 TSP74262 06:21:23_04�00 PARCEL NUMBER: 2327-502-0066-000-1 DATE: SHEETS: 833-888-3644 #EC13008093 05-08-2021 8 O F 9 Single Phase Inverter with HD-Wave Technology for North America Single Phase Inverter SE3000H-US / SE380OH-US / SE5000H-US SE6000H-US/ C SE760OH-US / SE1000OH-US / SE1140OH-US with HD-Wave Technology for North America APPLICABLE TO INVERTERS X WITH PART NUMBER !EXXXXH-XXXXXEXX4 SE3000H-US / SE380OH-US / SE5000H-US t SE6000H-US OUTPUT S E7 600 H-U S / S E 10000 H-U S / S E 11400 H-U S Rated AC Power Output 3000 3300 @ 208V 5000 5000 @ 208V 7600 10000 10000 @ 208V VA 3300 @ 208V 5000 @ 208V 10000 @ 208V Maximum AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA 12-25 3300 @ 208V 5000 @ 208V 10000 @ 208V AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ ✓ ✓ ✓ ✓(211-240-264) Vac YEAR X O AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ Vac (183-208-229) Ln AC Frequency(Nominal) 59.3-60-50.50 Hz O O Maximum Continuous Output Current @240V 12.5 16 21 25 32 42 47.5 A Maximum Continuous Output - 16 24 - - 48.5 A Current @208V O O Power Factor 1,Adjustable-0.85 to 1.85 O O GFDI Threshold 1 A Utility Monitoring,Islanding Protection, Country Configurable Thresholds Yes INPUT solar3. ¢;� solar, ' _HD Maximum DC Power @240V 4650 5900 7750 9300 11800 15500 17650 W O n O O Maximum DC Power @208V - 5100 - 7750 - - 15500 W 9 i Transformer-less,Ungrounded Yes O Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 400 Vdc Maximum Input Current @24OVU1 8.S 10.5 1 13.5 16.5 20 27 30.5 Adc Maximum Input Current @208V21 9 13.5 27 Adc Max.Input Short Circuit Current 45 Adc O O O O Reverse-Polarity Protection Yes - _ Ground-Fault Isolation Detection 600ku Sensitivity Maximum Inverter Efficiency 99 99.2 % CEC Weighted Efficiency 99 99 @ 240V % 98.5 @ 208V Nighttime Power Consumption I <2.5 W Optimized installation with HD—Wave technology (1)For other regional settings please contact SolarEdge support (2)A higher current source may be used;the inverter will limit its input current to the values stated / Specifically designed to work with power optimizers / UL1741 SA certified,for CPUC Rule 21 grid compliance / Record-breaking 99%weighted efficiency / Small, lightweight,and easy to install both outdoors or indoors / Quick and easy inverter commissioning directly from a smartphone using the SolarEdge SetApp / Built-in module-level monitoring / Fixed voltage inverter for longer strings / Optional: Faster installations with built-in consumption metering (1%accuracy)and / Integrated arc fault protection and rapid shutdown production revenue grade metering (0.5%accuracy, for NEC 2014, NEC 2017 and NEC 2020 per article ANSI C12.20) 690.11 and 690.12 solaredge.com solar=s " DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: VINCENT KRUSE INVERTER DATAS H E ET ISSUED FOR PERMIT 05-18-2022 KC DM ENGIPARTN ERS LLC ,,,,,��l I",-„ Digitally signed TITAN SOLAR POWER FL REV DESCRIPTION DATE CAD QC ,o°P_compq�FZ, PROJECT ADDRESS: C.A.32661 �lcervsF.._os by Rafael A 12221 N US HIGHWAY 301 OT TITAN 255 GIRALDA AVE _ s3raa �-GOnZdI2Z SOtO 9229 POTOMAC DR CORAL GABLES,FL 33134 _` � '- THONOTASASSA,FL 33592 FORT PIERCE,FL 34945 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: Date: ENG.RAFAEL A.GONZALEZ SOTO,PE D-3 `roai �`¢,.�2021.05.19 S O L A R P O W E R DESIGN@ENGIPARTNERS.COM ,,F'S' A'EN�";o (813)982-9001 TSP74262 �............. 06:21:33-04'00' PARCEL NUMBER: DATE: SHEETS: 833-888-3644 #EC13008093 2327-502-0066-000-1 1 OS-0&2021 1 9 OF 9