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HomeMy WebLinkAboutAPPROVED - TSP99823 ANTHONY ZIGER 10 26 2021 plans stamp 10 27 2021 PROJECT DESCRIPTION U fI,B _ NORTH SYSTEM CAPACITY:26.27 DC/19.0 KW AC ti PV PANELS: (71)SIL-TITAN 370 NX(66 CELL)BY SILFAB N OPTIMIZERS: (71)P370 BY SOLAREDGE INVERTER: (1)SE1140OH-USRGM BY SOLAREDGE (1)SE760OH-USRGM BY SOLAREDGE RACKING SYSTEM: CROSSRAIL 44X BY K2 PV STRING INVERTER#2 PROJECT INFORMATION LOCATION MAP / WIND ZONES PV STRING INVERTER#1 PROJECT LATITUDE 27.267462 MINAMBIENTTEMP 1 -C 2 PV DISCONNECT PROJECT LONGITUDE -80.528857 MAXAMBIENTTEMP 350C N.T.S. EXISTING ELECTRICAL METER WIND EXPOSURE B AHJ STLUCIECOUNTY DESIGN WIND SPEED 154 MPH DRAWINGS INDEX O C-1 COVER SHEET C-2 SAFETY PLANS E-1 ONE LINE RISER DIAGRAM E-2 SAFETY LABELS S-1 STRUCTURALPLAN O S-2 RACKING PLAN 1�7 D-1 PV MODULES DATA SHEET 1�1 O D-2 SMART MONITORING DATA SHEET /Tyl D-3 INVERTER DATA SHEET O t, cn m O GENERAL NOTES —�_ —n l PER FL.STATUTE 377.705(REVISED 7/1/2017),1 RAFAEL A.GONZALEZ SOTO, P.E. 83104 AN ENGINEER LICENSED PURSUANT TO CHAPTER 3„ 0 471, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL !`` 1 COMPONENTS ARE DESIGNED AND APPROVED USING THE ai, { ZZ^ STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE t. FLORIDA BUILDING CODE. 3 IRRADIANCE MAP cn APPLICABLE CODES:2020 FLORIDA BUILDING CODE 7TH EDITION, ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES,FFPC 7TH EDITION,NFPA 2018,NFPA 70 AND NEC 2017. m m CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE 7TH EDITION OR LOCAL GOVERNING CODE. ALL WIRING METHODS AND INSTALLATION PRACTICES SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE(NEC)2017, LOCAL ...a STATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEANS SHALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYING CONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALL _ - 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. MOI REQUIRED SAFETY SIGNS AND LABELS SHALL BE PERMANENTLY R- va 3 im, ATTACHED ALL COMPLY WITH ADHESIVE,OR OTHER ARTICLE 6 0 VI OF THE NICAL EC 2017 MEANS, OTHERS 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 A F WEEB CLIPS,GROUND LUGS,AND RAIL SPLICE KITS FOR ELECTRICAL CONTINUITY. 4 3OSED D RENDERING ROOF PLAN VIEW / BOS LOCATION M BUILDINGS. DESIOOLGN N WIN OPRESSUN THE ES AREND OA CALCULS FOR ATED USING 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 OC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 10.11.2021 KC JG ANTHONY ZIGER COVER SHEET ENGIPARTNERS LLC Di itall si ne TITAN SOLAR POWER FL REV DESCRIPTION DATE CAD OC a"`�GONZq� g y g PROJECT ADDRESS: C.A.32661 12221 N US HIGHWAY 301 % TITAN .,so by Rafael A 255 GIRALDA AVE ;<' 10800 CARLTON RD, �: e3ioa =Gonzalez Soto CORAL GABLES,FL 33134 =* �/ *'- THONOTASASSA,FL 33592 PORT SAINT LUCIE,FL 34987 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: STATE/Ud : 'Date: s 0 L A R P O W E R DESIGN ENGIPARTNERS.COM '-,'flo' <oaia"'`�"¢.�`2021.10.27 DATE: FAELA.GONZALEZSOTO,PE G'-1 @ - FSs oNA`EN�e, (813)982-9001 TSP99823 DATE: SHEETS: 06:19:16-04'00' PARCEL NUMBER: 4210-323-0006-000-1 10-02-2021 1 OF 9 833-888-3644 #EC13008093 PV STRING INVERTER#2 NORTH PV STRING INVERTER#1 PV DISCONNECT NEXISTING ELECTRICAL METER O O O O �13— W N O m T z m 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 10-11-2021 KC JG ENGIPARTNERS LLC ANTHONY ZIGER [REV DESCRIPTION DATE CAD ac ,,,,,,�oNzq,,,,,,, signed by TITAN SOLAR POWER FL SAFETY PLAN PROJECT ADDRESS: C.A.32661 ;,.�;,e.P��EENSFFzo.:Rafael A 12221 N US HIGHWAY 301 T I T A N 255 GIRALDA AVEJ e3ioa ' =Gonzalez Soto 10800 CARLTON RD, CORAL GABLES,FL 33134 *";7/"s'� * Date: THONOTASASSA,FL 33592 PORT SAINT LUCIE,FL 34987 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: /� •' S 0 L A R P 0 W E R FNG.RAFAEL A.GONZALEZ SOTO,PE C-2 2021.10.27 DESIGN@ENGIPARTNERS.COM �''o"�Seioeni�'�o"'` (813)982-9001 TSP99823 06:19:23 PARCEL NUMBER: DATE: SHEETS: 4210-323-0006-000-1 10-02-2021 2 OF 9 833-888-3644 -04'00' #EC13008093 WIRE SIZES, QUANTITY&TYPE RACEWAY SIZE,TYPE, LOCATION&INFO. WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION WIRE TAG CONDUCTOR NEUTRAL GROUND RACEWAY RACEWAY RACEWAY HEIGHT OUTPUT OUTPUT 125%OF MIN WIRE DE-RATED CALCULATION DIST. VOLTAGE VOLTAGE CONDUIT QTY. SIZE&TYPE QTY.SIZE&TYPE QTY. SIZE&TYPE SIZE&TYPE LOCATION ABOVE ROOF CURRENT COUTPUTT OCPD WIRE AMBIENT #OF FINAL DROP% FILL% RATING TEMP COND. AMPACITY DC BEFORE JB 6 #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) (10)#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)#1 AWG THWN-2 (1)#1AWG THWN-2 (1)#8 AWG THWN-2 3/4"EMT CONDUIT EXTERIOR WALL "N/A" 79.5A 99.375A 100A 145A X 0.76 X 1 = 110.2 A 5 FT. 240V 0.1% 7.7% STRING#1 UA1.1A1.2A1.3 A1.4 A1.5 A1.6 A1.7 A1.8 A1.9 A1.10 A1.11 A1.12 A1.13 A1.14 - - - -0--1�2-I&-�a-�=Q--�e-�=Q--16--0-9�� STRING#2 A2.1 A2.2 A2.3 A2.4 A2.5 A2.6 A2.7 A2.8 A2.9 A2.10 A2.11 A2.12 A2.13 A2.14 151 2 4 -- 3 - PV RAILS TO BE BONDED WITH#8 BARE WIRE 6 STRING#3 QA3.1A3.2A3.3 A3.4 A3.5 A3.6 A3.7 A3.8 A3.9 A3.10 A3.11 A3.12 A3.13 A3.14 NEMA3R 13 14 240V 11NG 2 VUNDERGROUND SERVICE 50A BUS BAR STRING#4 ❑9 3#1/0 THWN-2 A4.1 A4.2 A4.3 A4.4 A4.5 A4.6 A4.7 A4.8 A4.9 A4.10 A4.11 A4.12 A4.13 A4.14 A4.15 ^21-GOA 10 12 )150Ao INVERTER TOTAL OUTPUT:79.5A 1❑ zP-aoA 100A SAFETY RATING(125%): 99.375A FUSED 11 o TOTAL PV SYSTEM OCPD: 100A 2 4 --- 3 MAIN BREAKER RATING: 150A BUS BAR RATING: 150A PV RAILS TO BE BONDED WITH#8 BARE WIRE 8 120%BACKFEED RATING: 30A STRING#5 R JV 1#6 THWN-2 GROUND A5.1 A5.2 A5.3 A5.4 A5.5 A5.6 A5.7 A5.8 A5.9 A5.10 A5.11 A5.12 A5.13 A5.14 NEMA3K 1E LINE RISER DIAGKArm N.T.S. LEGEND: (71) SIL-TITAN 370 NX(66 CELL)BY SILFAB 10#10 PV WIRE ❑ 1 REFER TO D-1 SHEET Z 1#8 BARE WIRE GROUND 3 NEMA3R JUNCTION BOX 3/4"EMT CONDUIT ❑ 6#10 THWN-2 SE1140OH-US BY SOLAREDGE 2#6 L1,L2 THWN-2 1#8 THWN-2 GROUND 3 48 THWN-EMT DUIT GROUND � REFER TO D-3 SHEET © 1#6 THWN-2 NEUTRAL 3/4"EMT CONDUIT REFER TO D-63 SHEETREDGE 1#8 THWNT2 NEUTRAL 3/4"EMT/CO DUIIT ND AC LOAD CENTER RATED FOR 125A 2#1 L1,L2 THWN-2 1#6 THWN-2 GROUND 2#1 L1,L2 THWN-2 1 1#1 THWN-2 NEUTRAL 1 1/2"EMT CONDUIT 11 PV SYSTEM DISCONNECT FUSED RATED FOR 100A 1 Z 1#1 THWN-2 NEUTRAL 1 1/2"EMT CONDUIT 13 PV INTERCONNECTION POINT-SUPPLY SIDE 14 UTILITY ELECTRICAL SERVICE 1751 NOT USED DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 10-11-2021 Kc JG ENGIPARTNERS LLC ,,,,,,,,,,, Digitally TITAN SOLAR POWER FL ANTHONYZIGER REV DESCRIPTION DATE CAD QC "'P.GONZq�F%.,, signed by PROJECTADDRESS: ONE LINE RISER DIAGRAM C.A.32661 `*p�:10EN5"Id'- 12221 N US HIGHWAY 301 v T I T A N 255 GIRALDA AVE =�:� asioa'�°=Rafael A 10800 CARLTON RD, CORAL GABLES,FL 33134 ? / *=Gonzalez Soto THONOTASASSA,FL 33592 PORT SAINT LUCIE,FL 34987 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: .I ST"E Q=Date: S O L A R P O W E R ENG.RAFAEL A.GONZALEZ SOTO,PE E-1 "D <ORIOP:'.�4.,�� p DESIGN@ENGIPARTNERS.COM %��ss ' 2021.10.27 (613�982-9001 PARCEL NUMBER: TSP99cJZ3 DATE: SHEETS: 833-888-3644 06:19:56-04'00 #EC13008093 4210-323-0006-000-1 10-02-2021 3 OF 9 LABEL LOCATION: INVERTER#1 �� WARNING AC DISCONNECT, • OPERATING • 240 V LABEL LOCATION: LABEL LOCATION: INVERTER WARNING DUAL POWER SOURC POINT OF ELECTRICAL SHOCK HAZARD POINT OF INTERCONNECTION NOMINALOPERATING AC FRE• 60 HZ PER CODE: NEC 690.52 SECOND SOURCE IS PHOTOVOLTAIC SYSTEM INTERCONNECTION PER CODE:NEC 690.13(B) POWERMAXIMUM AC B=1111 PER CODE:NEC 705.12(13)(3) TERMINALS ON BOTH LINE AND MAXIMUM AC CURRENT 47.5 A IIIIIII LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION MAX • VERCURRENT DEVICE RATING FOR AC MODULE "PROTECTIONNIA OWARN I N G LABEL LOCATION: POWER SOURCE OUTPUT CONNECTION. DO NOT POINT OF LABEL LOCATION: LABEL LOCATION: RELOCATE THIS OVERCURRENT DEVICE INTERCONNECTION 0 WARNING AC DISCONNECT, MAIN PANEL MAXIMUM VOLTAGE 480 VDC INVERTER PER CODE:NEC 705.12(13)(2)(3)(b) PER CODE:NEC 110.27(C) PER CODE: NEC 690.53 TURN OFF PHOTOVOLTAIC OSHA 1910.145(f)(7) MAXIMUM CIRCUIT CURRENT30.5 A AC DISCONNECT PRIOR TO ' • • LABEL LOCATION: WORKING INSIDE PANELCONVERTER -• - •• 15A OCAUTION MAIN SERVICE PANEL D PHOTOVOLTAIC SYSTEM CIRCUIT IS SUPPLY SIDE PER CODE:NEC 690.45(B)(5) LABEL LOCATION: INVERTER#2 • • AC DISCONNECT, MAIN PANEL - - • PER CODE:NEC 690.56(C)(3) NOMINAL OPERATING 240 V gw— NOMINAL • FREQUENCY60 HZ TURN RAPID SHUTDOWN 7 6 KW LABEL LOCATION: LABEL LOCATION: SWITCH TO THE"OFF" MAXIMUM AC POSITION TO POWER INVERTER POINT OF SHUT DOWN PV SYSTEM 32 AMPS INTERCONNECTION AND REDUCE SHOCK MAXIMUM AC CURRENTPER CODE:NEC 690.52 HAZARD IN THE ARRAY. MAX OVERCURRIENT DEVICE RATING PER CODE: LL-1- FOR AC MODULE PROTECTION NEC 690.33(E)(2)&NEC LABEL LOCATION: 690.15(C) PHOTOVOLTAIC AC DISCONNECT MAXIMUM VOLTAGE480 VDC LABEL LOCATION: POINT OF INTERCONNECTION INVERTER CAUTION: SOLAR ELECTRIC SYSTEM EQUIPPED PER CODE:NEC 690.56(C) PER CODE:NEC 690.53 SYSTEM CONNECTED MAXIMUM CIRCUIT CURRENT WITH RAPID SYSTEM 20 A MAX RATED OUTPUT CURRENT OF LABEL LOCATION: POINT OF INTERCONNECTION SHUTDOWN •• • •• • •• • 15 A PER CODE: NEC 690.15,NEC 690.13(B) CONVERTER RESPONDEREMERGENCY THIS SOLARv EQUIPPED • LABEL LOCATION: TITAN AC DISCONNECT S O L A R P O W E R TURN RAPID SHUTDOWN ' ' • 79.5 A PER CODE:NEC 690.54 F L O R I D A SWITCH TO THE"OFF" POSITION TO SHUT DOWN LABEL LOCATION: • •• • ! 240V 901 ARMSTRONG BLVD,KISSIMMEE,FL 34741 THE ENTIRE PV SYSTEM. AC DISCONNECT,MAIN PANEL 1-855-SAY-SOLAR PER CODE: FFPC 7TH EDITION: 11.12.2.1.1.1.1 LABEL LOCATION: AC DISCONNECT MAINPHOTOVOLTAI PER CODE:NEC 690.13(B) SYSTEM DISCONNEC' ',wr 'fiffli A, 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 OC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION Digitally TITAN SOLAR POWER FL CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 10-11-2021 KC JG ENGIPARTNERS LLC ,,,,,,,, g v ANTHONY ZIGER SAFETY LABELS REV DESCRIPTION DATE CAD QC signed b PROJECT ADDRESS: C.A.32661 g°Pp'�`'P�(cEiisFFzs a y 12221 N US HIGHWAY 301 T I T A N 255 GIRALDA AVE °s=Rafael A 10800 CARLTON RD, 83109 CORAL GABLES,FL 33134 `* .cif * Gonzalez Sot THONOTASASSA,FL 33592 PORT SAINT LUCIE,FL 34987 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: �A `r Date: S 0 L A R P O W E R ENG.RAFAEL A.GONZALEZ SOTO,PE DESIGN@ENGIPARTNERS.COM E-2 '�90'�0R1o"'e```'c� "4SSONAL EN6p``� 2021.1O.Z7 813� �982-9001 PARCEL NUMBER: TS P99823 DATE: SHEETS: 833-888-3644 06:20:03-04' #EC13008093 1 1 4210-323-0006-000-1 10-02-2021 4 OF 9 LEGEND & SYMBOLS SOLAR MODULE UL 1703 CERTIFIED OBS ROOF OBSTRUCTIONS MAX.DESIGN LOAD:79.3 psf ARRAY# APPLIED WIND LOAD:38.45 psf XX.X MODULE# STRING # NOTES: -INSTALL MID CLAMPS BETWEEN PV MODULES SIL-TITAN 72.13„ MODULES AND ENDS CLAMPS AT THE 370 NX END OF EACH ROW OF MODULES. (66 CELL) UPP -ALUMINUM RAILS SHOULD ALWAYS BE TRUSSES OR RAFTER �OR SUPPORTED BY MORE THAN ONE NORTH FOOTING ON BOTH SIDES OF THE • ROOF MOUNTS & RAIL SPLICE. EXISTING ELECTRIC METER N PGINVE NNECT:::�] INVERTER ROOF SLOPE PV STRING INVERTER#1 39.4" PV STRING INVERTER#2 EXT. EXTERIOR PV MODULE WEIGHTED AVERAGE OFS PAN os ROOF'S GENERAL NOTES: WORST CASE MODULE: 0 1-CONTRACTOR/INSTALLER TO VERIFY ROOF CONDITIONS FOR PROPER INSTALLATION OF THE PV SYSTEM. ZONE 2e: 100% 2-CONTRACTOR/INSTALLER TO NOTIFY THE OWNER T IMMEDIATELY OF ANY ROOF DEFICIENCIES AND/OR REPAIR 001 45 3H. . REQUIRED TO INSTALL THE PV SYSTEM. - ) --38.45 psf 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 154 mph 4-CONTRACTOR/INSTALLER ASSUMES ALL RESPONSIBILITY TO RISK CATEGORY II INSTALL AS PER MANUFACTURER STANDARDS. EXPOSURE CATEGORY B ROOF SLOPE 8 ROOF INSPECTION NOTE: ROOF TYPE HIPPED 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 GSS ASCE7-16: MEAN ROOF HEIGHT: 14.7 -NO INDIVIDUAL PV MODULE IS MORE THAN 0.5(MEAN ROOF PERIMETER WIDTH: 4.3 A, 7 71 7 7 7 1 7 7 7 1 _ - - 1.14 5, HEIGHT)AWAY FROM ROOF EDGE OR ANOTHER MODULE. KD 0.85 NO INDIVIDUAL PV MODULE IS MORE THAN 4 FT AWAY FROM KZT 1.0 Aa. A2.4 - I I 11 - - .2 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 - - - AWAY FROM CLOSEST EXPOSED EDGE VELOCITY PRESSURE (ASD) 17.80 ■ s 2_0„ INTERIOR EDGE EXTERIOR EDGE ARRAY EQUALIZATION ASCE 7.16-29.4-7 FACTOR: Ya =0.8 • 5.14 I �'• DESIGNED WIND PRESSURES: FACTOR:YE=1.0 FACTOR:yE=1.5 p - qh (GC p)(YE)( ya) EXTERNAL PRESSURE COEFFICIENT Z1 0.7 -1.3 SOLAR MODULE ROOF MOUNTS WOOD TRUSSES/RAFTERS ARRAY A EXTERNAL PRESSURE COEFFICIENT Z2e 0.7 -1.8 -TYP.SEE D-1 LOCATED AT CENTER LOCATION-INSTALLER TILT=8' OF ROOF TRUSS-TYP. MUST VERIFY IN FIELD AZIMUTH=192'(S) EXTERNAL PRESSURE COEFFICIENT Z2r 0.7 -2.4 AZI U 1 EXTERNAL PRESSURE COEFFICIENT Z3 0.7 -1.8 c INTERNAL PRESSURE COEFFICIENT 0.18 M Q,$ ZONES PRESSURES INTERIOR EXTERIOR MAX. MAX. a U 4 (PSF) PRESSURES PRESSURES SPAN CANTI- (PSF) (PSF) (FT) LEVER(IN) 1 -26.34 -18.51 -27.77 2' 8•• 0.4 2e -35.23 -25.63 -38.45 2' 8•• 4 M 2r -45.91 .34.18 -51.27 2' 8•. y = 0.2 3 -35.23 -25.63 -38.45 N/A N/A fu 6-1 Cr D TOTAL ROOF AREA s .-ft Lu TOTAL MODULES: 71 2 10 100 10130 TOTAL PHOTOVOLTAIC AREA: 1,400.08 s .-ft Effeclive Wind Area, f#2 WIND LOAD(PSF): -38.45 TOTAL WIND LOAD LBS : -53,833.08 TOTAL ROOF MOUNTS: 307 TENSION FORCE PER MOUNT LBS : -175.35 � STRUCTURAL ROOF PLAN & PV MODULES LAYOUT N.T.S. DOCUMENT CONTROL DATE CAD OC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 10.1ATE KC JG Digitally ANTHONY ZIGER STRUCTURAL PLAN ENGIPARTNERS LLC 9 y TITAN SOLAR POWER FL REV DESCRIPTION DATE CAD OC ,,`�P.GONZq�F�.� signed by PROJECT ADDRESS: C.A.LDAAVE,p``::\yr,Ervse'?so*i 12221 N US HIGHWAY 301 % TITAN 10800 CARLTON RD, 255 GIRALDA AVE =¢°'t` esioa -Rafael A CORAL GABLES,FL 33134 = , �5' =Gonzalez Soto THONOTASASSA,FL 33592 PORT SAINT LUCIE,FL 34987 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: STgTE ;'e Date. S 0 L A R P O W E R ENG.RAFAEL A.GONZALEZ SOTO,PE S-1 DESIGNe°ENGIPARTNERS.COM 9o':toaly"'��c°° (813)982-9001 TSP99823 oSS/ONALENG„c 2021.10.27 .n #EC13008093 PARCEL NUMBER: DATE: SHEETS: 833-888-3644 0-0 06:20:14'00 4210-323-0006-000-1 110-021021 5 OF 9 We support PV systems We s>ypport PV systems We support PV systems We supspofl PV systems Fp,me,ly Everest Solar Palmed zut Sala, tt>m> Foz e«y Evenn Solar 9yeteme9 Fv,m.1' net Soler EyemmeN Mechanical Properties O IMan e.nem nam I[s4oG HMFeeal] aa_°n hmpaeb Yeti Clamp Aa­, ryapmm TenoDap fi i1ub taa flezba Mlm ,d oINOA3032918,p.m iesm l6ssskslml - v.1,,,,_ 18 os2o of m"^ M,IIerDe""npJe Dp3p- nbxaaaeELmrW CrossRail Mid Clamp Splice Foot X Sectional Pmpertiesaer..-�mKl«m m>ra.ren;ocrvmtE�aMirelprrc a. p I wotn MrM mom 2 pSP 9.FUmm Mena+pvnroma:,va�o�msm�nmea,�gne.re M1as gmca.p D345c 9 rlttkSWas^er° ersscmpeauseemramL. .vmae mxw,eaappa=nnae 3Icsae1e msl ,ge HmHmd 3 n.13mm, r-HICa MC silrer3p-V]mm,l3mm Hex Inmsme••�soaa.aslrFH6nonnn alas smn7 n4cso ne ry.eea]rma 5 Data sex SUM1 1 Mfiscria+_afui� psoe-xl ease oenso-V]mnv,Smmxex 1 salts Favfx Uu31aDl®Foots Km XII �,alms°ecxkarmrrsmx,oco Dn3 rv3gm. rEpnamaloate F aekrya.M1 eag x fusMd+e+tlyl UaaeSSsnnD,ar,dmccomWa,an tlnits:[mm]In 3 Mtlean DTOD „aaespe:w"ap,nmu rcDsets 3-ne) ,.w m,�nere rary,:lmea,rsurva_nttxa:D,Dcn<m tea""+-*" s,ap a 5^� g a L '3�] J L [02'6�Cp] ,t J FelJo eppl cecon caUiewiN>J Cros>Hailavalenn exciuning Gnnntl Molmt V p3 Sean plsgian6Jo mlenglM1 � i-ayzexvx+e9er ae>IntppxppxypmuluJmrc°.rtmets �4 I I I I `J.tl3n� revent mm�aam �� Fos nng type LamDMor cpmpet aewlNenge mputle nsm wons7 Nn rauhrHcalOata eaPN a, [a] Mamra mnamwmamneaa M>a narowa,a n%3smtxm - E walq^t b rvl b> Technical Data axm.maawa ea ena wpgaa4+. ra=gw��moK ° - - Sap Os Iwlvlae aW+iem wiwaex+waaw M1arllaw �. �torte glrna+re„a+a xotevudunlreuesan s ncxart>tlele+m,nea In ecmrtlaneewiN Numinum eelgn Menualantl ASE]-i6 Maxlmumallp w gnuln Maungple modulehome size Sum enasalsi F"w reSmxeamecturwreroeraromottome-metau. ex, ,snMaa,nionolenesnimte rm weblemoxloatl tlsno"loetl �D�t«oL wrakv+rtnaaxa pc aw Ule)p3lrstele 3ystemfprFlreane epnWng YvrLmmm'm a®Iqa d m.,rym.u,r.EaaruseorpnaeJ.cmn+nams Fenian r,..t MJimeananse,na Po6e�TiiarcbaUx Msaleus"9ea PtlLLPmprel+w ]p9 vmaergpesenexoHnesmv,tmmesmzaate�aemruuam, tounua+mpMMm�gcntmM,pmmeran+mmtingsunam r+,... - c,ossaeJ 44-x4e-%.Ve xL ep,MiNaeJ mnpe[erlry xIW-Xe3-x.re-lL3p � .m,gm.n"...a.,rr.es.,,, LAG BOLT FLASHING EXIST.2x WD. LAG BOLT PULL OUT CALCULATIONS CROSSRAIL YETI END CLAMP TRUSSES OR Spruce,Pine, Per inch Thread Depth 266lbs RAFTERS SS Lag Bolt 5/16"x 4" I Min.Thread Depth 0'-3" ATTACHMENT DIAGRAM 2 ROWS OF RAILS PER MODULE Wood Strength x Thread Depth=Pull Out Strength (p. 266 lbs.x 3 in=798 lbs. �' Allowable Pull Out Strength per Lag Bolt 798 lbs. �A PLACE BOLT Max.Pull Out Strength Required per Lag Bolt 175.35 IbrAO 3�� tElEl AT C.L.OF Lag Bolt Pull Out Strength Safety Factor 4.55 �25 TRUSS OR RAFTER 1/4"SS 18-8 BOLT SECTION "A-A" K2 SYSTEM 44-X Portrait 72-Cell -------------- 1/4"SS SERRATED FLANGE NU a P N.T.S. Ground Exposure Wind Speed 160 mph K2 SYSTEMS Snow Load Category Panel Angle Roof Zone 1' 1 2e 2r 2n 3e 3r CROSS RAIL Array Interior 58 58 58 47 47 47 43 0 psf B 7 to 20 Array Edge 47 47 47 38 38 38 35 Lag pull-out(withdrawal)capacities(Ibs)in typical roof 2X4 RAFTERS 24"O.C. DISTRIBUTED LOAD CALCULATIONS Lag Screw Installation Guidelines lumber(ASD) SPLICE FOOT PV MODULES&RACKING WEIGHT=(INDIVIDUAL MODULE WEIGHT 1. Determine location for the Mount on roof by drilling STAINLESS STEEL Lag screw specifications SEE DATA SHEET ABOVE ASPHALT +3.5 LBS)*(MODULE QTY)=(47.9 LBS)*(71)=3,400.9 LBS through the center of truss from bottom with 5/32"drill bit. ^P` 2. Mark mounting holes for Mount on underlayment. Specific 5 SHINGLES Mounting holes should be centered on the trusses. p /s"shag, PER SQUARE FEET(PSF)ARRAY LOAD=PV MODULES&RACKING 3.Drill 15164"pilot hole. gravity per inch thread depth WEIGHT/TOTAL ARRAY AREA=3,400.9 LBS 11,400.08 SOFT 4.Apply sealant to bottom of Mount. NOTE: 5/16"SS LAG BOLT =2.43 PSF 5.Place Mount over roof undedayment with holes in roof. Douglas Fir,Larch 0.50 266 SEAL BASE MOUNT TO EXISTING 5/16"SS FENDER WASHER 6.Apply sealant to bottom of Mount,apply sealant to lag ROOF UNDERLAYMENT WITH ROOF HENCE,ROOF WILL CARRY THE ADDITIONAL SOLAR SYSTEM screws and fasten Mount securely to trusses. Douglas Fir,South 0.46 235 LOAD 7.Apply additional sealant to top assembly to be sure all SEALANT AND MEMBRANE penetrations are sealed. Engelman Spruce,Lodgepole Pine 0.46 235 (MSR 1650 f&higher) SEALANT Asca]-16 velpan F,asaDre Notes:(1)Thread must be embedded in the side grain of a Trusses or other structural q o=opauex>xv xa v2 Hem,Fir,Redwood(close grain) 0.43 212 member integral with the building structure. (2) Lag Bolts must be located in the middle third of the structural member. Hem,Fir(North) 0.46 235 (3) These values are not valid for wet services. '0wi«mD(.a:re�^;°re�Oe��el�area mm>an m«>�qm 1pm 0.55 307 (4) This table does not include shear capacities.If necessary,contact a local engineer to =reD�mD^ieraaler ^ Southern Pine specify lag bolt size with regard to shear forces. ac aldrlfmnnlrer,ASCE]-I6 maDa nm,na m a.wumale wim aD••a maDa m (5) Install lag bolts with head ad washer flush to surface(no gap).Do nor over-torque. 202'sc Spruce,Pine,Fir 0.42 205 6 Withdrawal design values for la screw connections shall be multiplied b applicable mDle.re,as a.nr ba.m wnP lreaalunnmrce SHINGLE ROOF MOUNT DETAIL & DATA 9 g p y nc a warn ba aeaq:i'a s580* is's6�°Dami mamammnl 1 adjustment factors if necessary.See table 10.3.1 in the American Wood Council NDS Ne meMaa Ian a,aln..r aan now.aaly eaav m�a leas. anaanm.m De m>ana m.>ca Spruce,Pine,Fir for Wood Construction. "w"n"e " (E of 2 million psi and higher N.T.S. grades of MSR and MEL) 0.50 266 an eaaalN as:amea m ba aiamwma ana«ra eare>mall.pn N>ertlpre p>a,le». Sources:American Wood Council,NDS 2005,Table 11.2A,11.3A. DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 10.11.2021 KC JIGANTHONY ZIGER ENGIPARTNERS LLC Digitallysigned TITAN SOLAR POWER FL RACKING PLAN REV DESCRIPTION DATE CAD QC ,"�P.G ON Zq�FZ PROJECT ADDRESS: C.A.32661 icp�,-^yceNSF.:so by Rafael A 12221 N US HIGHWAY 301 % TITAN 255 GIRALDA AVE =se:' asroa ' -Gonzalez Soto 10800 CARLTON RD, CORAL GABLES,FL 33134 3* � *_ THONOTASASSA,FL 33592 PORT SAINT LUCIE,FL 34987 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: STA '.Q;Date: S 0 L A R P O W E R ENG.RAFAEL A.GONZALEZ SOTO,PE S-2 DESIGN@ENGIPARTNERS.COM %9og--4o"tv"-.'O`'2021.10.27 (813)982-9001 TSP99823 PARCEL NUMBER: 06:20:1$-04'00' DATE: SHEETS: 833-888-3644 1 #EC13008093 4210-323-0006-000-1 10-02-2021 6 OF 9 Electrical specifications Silfab SOLar Inc. Test Conditions STC NOCT 240 Courtneypark Drive East Module Power(Pmax) Wp 37d 266 Maximum power voltage(Vpmax) V 37.2 33.7 Mississauga, Ontario, Canada L5T 2Y3 - �:.• Tel: +1-905-255-2501 Maximum power current(Ipmax) a: la:o 7.9 5 i I fa b\ Open circuit voltage(Voc) V 44:8 40.7 Fax: +1-905-696-0267 Web: www.siLfabsolar.com Short circuit current(Ise) A 10_5 8.3 SOLAR Module efficient % 202 18,2 Email: infoC�silfabsolar.com Y Maximum system voltage(VDC) V 1000 Series fuse rating A 20 February 101h,2021 Power Tolerance Wp Measurement conditions:STC 1000 WIm2.AM 15.Temperature 25'C.NOCT 800 Wlm'.AM 15.Measurement once tai my-<3% .Sun simulator cafibation reference modules from Freonhofer Instiwte.Electrical characteristics mayv ry by�5%and power by Temperature Ratings Temperature Coefficient Ise 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(I2'C) 46'C To whom it may concern, Operating,temperature -401+85'C Mechanical Properties and Components SIL-370 NX mono PERC Module weight 44+0.4lbs Thank you for your choice of employing Silfab PV Modules in your PV rooftop projects,some of which can be Dimensions(H x Lx D) 72.13 in x39.4 in x1.5 in located in areas with above normal windload design requirements. Maximum surface load(wind/snow)' 83.51112.8lb/ft"2 Hail impact resistance e 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-PERC-5busbar,62.25x62.25in Glass 0.126 in high transmittance,tempered,DSM anti-reflective coating 1703 PV module standard forSilfab's residential PV module product offerings with regards to extreme uplift Cables and connectors(refertOInstallationmanual) 47.2in, o 0.22 in,MC4 from Staubli design load needs, namely the PV modules identified as follows: SIL-xxxNL, SIL-xxxHL, SIL-xxxBK, and SIL- Backsheet Hi fidurability,supenorhydrolysisand UV resistance,multi-layerdielectric film,fluorine-free,PVbacksheet XXXNX. Frame Anodized Aluminum(Black) Bypass diodes 3 diodes-30SQ0451(45V max DC blocking voltage,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: 30years Linear power performance guarantee —>97.1%end V year >91.6%end 12"year >85.1%end 25' ear >—82.6%end 30`year SIL-370 NX mono PERC ULC OR C1703,UL1703,CEC listed***,UL 61215-11-1-1l-2,UL 61730-11-2, (i) SIL-xxxNL and SIL-xxxHL:the mounting/clamping locations must be made along the long edge of Product IEC 61215-11-1-v-2***.IEC6f730-v-2***,CSAC22.2#R6f730-v-2,IEC 62716 the module frame and be spaced apart 1100mm+/-25mm in a symmetric/centered fashion. AmmoniaCorrosion;ILC61701:2011 Salt Mist Con usionceitifed,UL Fire Ratin�:Type2 (ii) SIL-xxxBK and SIL-xxxNX:the mounting/clamping locations must be made along the long edge Factory IS09001:2015 .Allstatesexcept California California of the module frame and be spaced apart 1200mm+/-25mm in a symmetric/centered fashion. Madura,Par Pallet 26 Modules Per Pallet:26 1.5LI33mm Pallets Per Truck:34 Pallets Per Tn L32 E Medul-,Fe Tr Lc M4 Modules Per Truck:832 E s o As long as the design and installation of the aforementioned PV module types follows the guidelines above, *A Warning.Pead the saFeryand Installation Manual For °fB1 the maximum test load ratings in both downward and upward orientations have been confirmed as 119psf mounting specifications and before handling,installing and M° tngHd,(A) operating modules. v b (5700Pa)which corresponds to a maximum design load rating of 79.3psf(3800Pa). zyear extendable to zs yeas subject to registration and condi- tions outlined under"Waranty"aww.twsilFabsolarcom. "'Certification and CEC listing in progress. E E Sincerely, PAN files generated From 3rd part?Performance data are E available for download at: - E E www.si fabsoaccomldow noads. E Itai Suez, PhD—Vice President of Product Development E Silfab Solar Inc. W _ o Titan Solar Powers 525 W Baseline Rd c c Tal TA N S 852,0 Tel 855 555AY-SOLAR 1 02^[26mm] } Tita nso la rpowerco m info@)titansolarpower o�u n 9noi 's Silfab Solar Inc. 38.11^I968m m 240 Courtneypark Drive East aaav^[1000—] z Mississauga ON L5T 2Y3 Canada �r Tel+1 905 Silfab 255-2501 Fax+1905-696-0267 info(a)silfabsolarcom wwwsilfabsolar.com SOLAR z Silfab Solar Inc. 910 In 800 Cornwall Ave Bellingham WA 98225 USA Tel+1360-569-4733 A0o01 Ke1.-1 Sep.3,2019 DOCUMENT CONTROL DATE CAD OCI ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 10-11-2021 KC JG Digitally ANTHONY ZIGER PV MODULES DATA SHEET ENGIPARTNERS LLC g y TITAN SOLAR POWER FL REV DESCRIPTION DATE CAD QC ��"P.coazq[F%-,,, signed by PROJECT ADDRESS: C.A.32661 ,'FQ`:�'sc`"se`Zs�: Rafael A 12221 N US HIGHWAY 301 (& TITAN 255 GIRALDA AVE ss1"< = 10800 CARLTON RD, '* .e *=Gonzalez Soto CORAL GABLES,FL 33134 = , _ THONOTASASSA,FL 33592 PORT SAINT LUCIE,FL 34987 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: srA Date: S O L A R P 0 W E R ENG.RAFAEL A.GONZALEZ SOTO,PE D-.1 1 �9�'..:[ORIOP�`: fop DESIGN@ENGIPARTNERS.COM �'',Essio"arEN�' `' 2021.10. #EC13008093 27 (813)982-9001 PARCEL NUMBER: TSP99823 DATE: SHEETS: 06:202 833-888-3644 5-04'00' 4210-323-0006-000-1 10-02-2021 7 OF 9 / Power Optimizer MID For North America Power Optimizer P320 / P34 / P370 / L400 / P401 / P405 / P485 / P505 0 P340 P370 For North America Optimizer power (for 72& fothilgh (for high- (for high- (for higher P320 / P340 = P400 / P401 / P405 / P485 / P505 ', '"(ty - ''ical module (for 60-cell power 60 and 72- 96-cell ' ' . .. .. voltage modules) modules) modules) . MINPUT Rated Input DC Poweral 320 340 370 400 405 1 485 505 W Absolute Maximum Input Voltage 48 60 80 60 125f1 83m Vdc (Voc at lowest temperature) 25 MPPT Operating Range 8-48 8-60 8-80 8-60 12.5-105 12.5-83 Vdc O Maximum Short Circuit Current 11 10.1 11.75 11 14 Adc (Ise Maximum DC Input Current 13.75 12.5 14.65 12.5 17.5 Adc Maximum Efficiency 99.5 % Weighted Eficiency 98.8 98.6 % MID Overvoltage Category II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 adc f� Maximum Output Voltage 60 85 dd- OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer 1 d 0.1 'dc STANDARD COMPLIANCE EMC FCC Part15 Class B,IEC610 00-6-2,IEC61000-6-3 Safety IEC62109-1(class II safety),UL1741 Material UL94 V-0,UV Resistant MRoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Compatible inverters All SolarEdge Single Phase and Three Phase inverters 129x153x33.5 129x153x29.5 129x162x59/ mm Dimensions(WxLxH) 129x153x27.5/5.1x6x1.1 /5.1x6x1.3 /5.1x6x1.16 129x159x49.5/5.1x6.3x1.9 5.1x6.4x2.3 /in Weight(including cables) 630/1.4 1 750/1.7 1 655/1.5 645/1.9 1064/2.3 gr/lb Input Connector MC410 Single or dual MC410 MC4100) 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 TemperatureRangeln -40-+85/-40-+185 •C/'F Protection Rating IP68/NEMA6P Relative Humidity 0-100 % Specifically designed to work with SolarEdge / Fast installation with a single bolt (1)Rated Fowerof the module at STCwill notexceed the optimizer"Rated hput DC Power.Modules with uptoF5%powertolerance are allowed (2)NEC 2017 requires max input voltage be not more than SOV inverters (3)For other connector types please contact SolarEdge / Next generation maintenance with module- (4 For dual version for parallel connection oftwo modules use P485-4NMDMRM.Inthe case of an odd number of PV modules in one string,installing one P485 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)For ambient temperature above+85•C/r185'F power de-rating is applied.Refer to Power Optmizers Temperature De-Rating Technical Note for more details. / Superior efficiency(99.5%) / Meets NEC requirements for arc fault PV System D. sign Using Single Phase protection (AFCI)and Photovoltaic Rapid •• - rle i:hase Three ' 277/48OVgrid / Mitigates all types of module mismatch losses, Shutdown t S sem PVRSS y ( ) Minimum String Length P320,P340,P370,P400,P401 8 10 16 from manufacturing tolerance to partial (Power optimizers) P405,P. P505 6 8 14 shading / Module-level voltage shutdown for installer Maximum String Length(Power Optimizers) 25 25 50m) and firefighter safety 5 700(6000 wit h / Flexible system design for maximum space Maximum Power per String SE7600-US-SE11400- 5250 60000) 127501q w US) utilization Parallel Strings of Different Lengths or Orientations I Yes (6)For detailed string sizing information referta http,//w .solaredge.corn/shes/default/iles/stringsizing_na.pdf (7)R is not allowed to mix P405/P485/P505 with P320/P340/P370/P400/P401 in one string (8)A string with more than 30 optimizers does not meet NEC rapid shutdown requiremerm safety voltage will be above the 30V requirement (9)For 2C8V grid:it is allowed to install up to 6,50OW per string when the maximum power difference between each string is 1,000dd (10)For 277/480V grid:it is allowed to install up to 15,000W per string when the maximum power difference between each string is 2,000W solar=@@ RI'solaredge.com -0 `IV ®Sola�Edge Technologies Ltd.All dghls reserved.SOLAREOGE the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks g registered lradernarl¢of SolarEdge 7echndogies,in': RO u Q AI I other trademarla mentioned herein era trademarks of flair respe trve owners.Dale:09/2020N0>�NG NAM.Subj act to charge without notice. �717 Intertek DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 10.11.2021 KC JG ANTHONY ZIGER REV DESCRIPTION DATE CAD QC ENGIPARTNERS LLC signed by TITAN SOLAR POWER FL PROJECT ADDRESS: SMART MONITORING DATA SHEET �"` coil""" C.A.LDA Ayci3 Rafael le 12221 N US HIGHWAY 301 STITAN265 GIRALDA AVE eaor ' '_GODZa12Z SQtQ 10800 CARLTON RD,CORAL GABLES,FL 33134 €* o` THONOTASASSA,FL 33592 PORT SAINT LUCIE,FL 34987 PROJECTID: ENGINEER OF RECORD: SHEET TITLE:STATE;Date: D_2 e- S 0 L A R P O W E R TSP99823 ENG.RAFAEL A.GONZALEZ SOTO,PE oORLO ��-,° DESIGN@ENGIPARTNERS.COM 2021.10.27 �''o;�SS/ONALEN6�o�O (813)982-9001 06:20:33 PARCEL NUMBER: 4210-323-0006-000-1 DATE: SHEETS: $ OF 9 833-888-3644 -04'00' #EC13008093 / Single Phase Inverter with HD-Wave Technology Z for North America g Sin • C SE7600H-US / SE10000H-US / E11400H-US with HD-Wave Technology rn .. ,,, ,,, ..,, for North America APPLICABLE TO INVERTERS SEXXXXH-XXXX,,BXX4 WITH PART NUMBER SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US / OUTPUT S E7 600 H-U S / E 10000 H-U S S E 11400 H-U S Rated AC Power Output 3000 3800 @ 208V 5000 5000 @ 208V 7600 10000 10000 @ 208V VA 3300 @ 208V 5000 @ 208V 10000 9 208V Maximum AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA 3300 @ 208V 5000 @ 208V 10000 @ 208V AC Output Voltage Min:Nom:Max. ✓ ✓ ✓ ✓ ✓ ✓ ✓ Vac (211-240-264) O AC Output Voltage Min.-Nom.-Max. ✓ ✓ AA (183-208-229) lei AC Frequency(Nominal) 59.3-60-60.O O Maximum Continuous OutputCurrent @240V 12.5 16 21 25 32 42Maximum Continuous Output16 24 Current @209VO ® Power Factor 1,Adjustable 085 0.85 O O GFDI Threshold 1 Utility Monitoring,Islanding Protection, Country Configurable Thresholds Yes INPUT solar-. Maximum DC Power @240V 4650 5900 7750 9300 11800 15500 17650 W O .3�6 .,lam:.,:.. solar,�T ,...liD_ - - © O ® Maximum DC Power @208V - Sim 7750 - 15500 W ji, ! ! Transformer-less,Ungrounded Yes O O Maximum Input Voltage 480 Vdc O - O — Nominal DC Input Voltage 380 400 Vdc Maximum Input Current @240VO 8.5 10.5 1 13.5 1 16.5 20 27 30.5 Adc Maximum Input Current @208Vtr 9 13.5 27 Adc Max.Input Short Circuit Current 45 Adc O O O O Reverse-Polarity Protection Yes _ Ground-Fault Isolation Detection 6001ai Sensitive Maximum Inverter Efficiency 99 99.2 % CEC Weighted Efficiency 99 99 @ 240V % 98.5 @ 208V Nighttime Power Consumption <2.5 W Optimized installation with HD—Wave technology (1)For other regional settings please contact 5olarlidgesupport (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 Zs=ez DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 10.11.2021 KC JG ANTHONY ZIGER INVERTER DATA SHEET C.A.32661 IN LLC ,,,,,�����..,,,, Digitally signed TITAN SOLAR POWER FL REV DESCRIPTION DATE CAD Qc ;° ".�G��s""SFr by Rafael A 12221 US HIGHWAY 301 PROJECTADDRESS: F'sa.� OT TITAN T A N 255 GIRALDA AVE as�oa/ GOnZdIeZ SDtQ 10800 CARLTON RD, CORAL GABLES,FL 33134 y�ry - THONOTASASSA,FL 33592 PORT SAINT LUCIE,FL 34987 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: srnreH/ ;Date: V S O L A R P O W E R ENG.RAFAEL A.GONZALEZ SOTO,PE D-3 me 2021.10.27 DESIGN@ENGIPARTNERS.COM oNArEN�?o• (813)982-9001 PARCEL NUMBER: TSP99HZ."3 ,,, ........ 06:20:41-04'00' DATE: SHEETS: 833-888-3644 1 #EC13008093 4210-323-0006-000-1 10-02-2021 9 OF 9