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HomeMy WebLinkAboutTSP74262 revision VINCENT KRUSE 08 27 2021 plans stamp 8 28 2021(1) �,�•• PROJECT DESCRIPTION urns tPGA`_ SYSTEM CAPACITY:7.4 KW DC/6.0 KW AC EXISTING ELECTRICAL METER PV PANELS: (20)SIL TITAN 370 NX(66 CELL)BY SILFAB Q �� PV DISCONNECT NORTH �OQIVI PV STRING INVERTER#1 OPTIMIZERS: (20)P370 BY SOLAREDGE ••Q INVERTER: (1)SE6000H-US BY SOLAREDGE RACKING SYSTEM: UNIVERSAL RL BY SNAP N RACK N � o be PROJECT INFORMATION 2 LOCATION MAP / WIND ZONES 0 PROJECT LATITUDE 27.41295 MINAMBIENTTEMP 1 °C PROJECT LONGITUDE -80.39394 MAXAMBIENTTEMP 350C N.T.J. WIND EXPOSURE B AHJ FORT PIERCE MAX WIND SPEED 160 MPH \/\\ DRAWINGS INDEX C COVER SHEET C-2 SAFETY PLANS ',F V �� :y E-1 ONE LINE RISER DIAGRAM 1"}r E-2 SAFETY LABELS 'fi ♦r. - 0 S-1 STRUCTURAL PLAN S-2 RACKING PLAN D-1 PV MODULES DATA SHEET +' _c. ; D-2 SMART MONITORING DATA SHEET D-3 INVERTER DATA SHEET \f r' 0 GENERAL NOTES ^ 0 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 ��� 0 APPLICABLE CODES:2020 FLORIDA BUILDING CODE 7TH EDITION, 3 ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER N.T.S. N STRUCTURES,FFPC 7TH EDITION,NFPA 1 2018,NFPA 70 AND NEC 2017. 0 0 CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE 7TH 7� 0 EDITION OR LOCAL GOVERNING CODE. r� ;= ALL WIRING METHODS AND INSTALLATION PRACTICES SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE(NEC)2017, LOCAL STATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEANS (p SHALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYING + A 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. 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 MECAWIND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSED N.T.S. N.T.S. BUILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USING 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 VINCENT KRUSE COVER SHEET ENGIPARTNERS LLC ,,,, TITAN SOLAR POWER FL REV DESCRIPTION DATE CAD QC �..""' ""��„ Digitally signed PROJECT ADDRESS: C.A.32661 .�p ON EZ'o b 12221 N US HIGHWAY 301 * TITAN gyp..JceNse so y Rafael A 9229 POTOMAC DR 255 GIRALDA AVE �Q: e3ioa GOr1Zd12Z SOtO CORAL GABLES,FL 33134 _+yam/� += THONOTASASSA,FL 33592 FORT PIERCE,FL 34945 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: - 'I/-STATE' =Date: S O L A R P 0 W E R ENG.RAFAEL A.GONZALEZ SOTO,PE C-1 DESIGN@ENGIPARTNERS.COM '-,90' toato?:�c`¢,��2021.08.28 (813)982-9001 TSP74262 [PARU�R: DATE: SHEETS: 833-888-3644 "„..... 16:01:34-04'00' #EC13008093 2327-502-0066-000-1 1 OF 9 oa-os-zozl "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 ENGIPARTNERS LLC ,,,,,���,,,, TITAN SOLAR POWER FL VINCENT KRUSE REV DESCRIPTION DATE CAD CI eoNza�"' Digitallysigne PROJECTADDRESS: SAFETY PLAN C.A.32661 "�ytEiisFFzsoo,by Rafael A 12221 N US HIGHWAY 301 * TITAN 255 GIRALDA AVE =¢`r s30o a Gonzalez Soto 9229 POTOMAC DR CORAL GABLES,FL 33134 =* *- THONOTASASSA,FL 33592 FORT PIERCE,FL 34945 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: ,ATE ;Date: C_2 %9•.,: ¢= S 0 L A R P 0 W E R ENG.RAFAEL A.GONZALEZ SOTO,PE 2021.08.28 DESIGN@ENGIPARTNERS.COM "o (813) TSP74262 16:01:40-04'0 PARCEL NUMBER: DATE: SHEETS: 833-888-3644 1 #EC13008093 2327-502-0066-000-1 05-08-2021 2 OF 9 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% STRING#1 A1.1 A1.2 A1.3 A1.4 A1.5 B1.6 B1.7 B1.8 B1.9 B1.10 FT3�5A G UNDERGROUND SERVI E 0V 200A BUS BAR HWN-2 2 3 4 ER TOTAL OUTPUT: 25A PV RAILS TO BE BONDED WITH#8 BARE WIRE 6 RATING (125%): 31.25 STRING#2 uNFuseD oa V SYSTEM OCPD: 35A B2.1 B2.2 B2.3 B2.4 B2.5 B2.6 B2.7 B2.8 B2.9 B2.10 v 7 1❑ MAIN BREAKER RATING: 150A NEM143P 1 #6 TH N-2 BUS BAR RATING: 200A + - - _ _ _ _ _ _ - - - - - - - - - - - - � /o GROUN 120 BACKFEED RATING: 90A � ONE LINE RISER DIAGRAM N.T.S. (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 5 REFER TO D-3 SHEET 1 #8 THWN-2 NEUTRAL 3/4" EMT CONDUIT 3/4" EMT CONDUIT [7] PV SYSTEM DISCONNECT $ PV INTERCONNECTION POINT - BREAKER 1 UTILITY ELECTRICAL SERVICE `1\ 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 Digitally signed TITAN SOLAR POWER FL PROJECT ADDRESS: REV DESCRIPTION DATE GAD Q° ,,,,.,P.�°NZQ�Fz-,'' T I T A N C.A.32661 ;P�,:acEdsF�.:so--;by Rafael A 12221 N US HIGHWAY 301 REVISION-POI IN METER-MAIN EXTERIOR LOCATION 08-26-21 CS NT 255 GIRALDA AVE astoa ' '-Gonzalez Soto 9229 POTOMAC DR CORAL GABLES,FL 33134 `* � *- THONOTASASSA,FL 33592 FORT PIERCE,FL 34945 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: srn a Date: S 0 L A R P 0 W E R ENG.RAFAEL A.GONZALEZ SOTO,PE E-1 90''•:50Rto? ,: 2021.08. DESIGN@ENGIPARTNERS.COM .,,''FSS�oNp�EH�?c 28 (813)982-9001 [PAA�BER: TSP74262 16:01:47-04'00' DATE: SHEETS: 833-888-3644 1 #EC13008093 2327-502-0066-000-1 05-08-2021 3 OF 9 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 I IPHOTOVOLTAIC 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 STITAN S 0 L A R P O W E R LABEL LOCATION: F L O R I D A MAIN SERVICES DISCONNECT, DC CONDUIT 901 ARMSTRONG BLVD, KISSIMMEE, FL 34741 PER CODE: NEC 690.31 (G) (3) 1-855-SAY-SOLAR ,� 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 ,,,,,,,,,, TITAN SOLAR POWER FL REV DESCRIPTION DATE CAD QC "`��GONZq" Digitally signed PROJECT ADDRESS: C.A.32661 a,'QP�`�jceii3eF�"o'2-by Rafael A 12221 N US HIGHWAY 301 (& TITAN 255 GIRALDA AVE N 83104 ' -Gonzalez Soto 9229 POTOMAC DR CORAL GABLES,FL 33134 -*���', � *= THONOTASASSA,FL 33592 FORT PIERCE,FL 34945 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: 7�srprEl ;o;Date: 5 0 L A R P O W E R ENG.RAFAEL A.GONZALEZ SOTO,PE E-2 28 (813)982-9001 DESIGN@ENGIPARTNERS.COM ,',yoE<on}PP'�¢"¢:'2021.08. TSP74262 PARCEL NUMBER: DATE: SHEETS: 833-888-3644 16:01:54-04'00' #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 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 ZONES PRESSURES INTERIOR EXTERIOR MAX. MAX. W ,n �• (PSF) PRESSURES PRESSURES SPAN CANTI- W u U (PSF) (PSF) (FT) LEVER(IN) 111 -28.85 -20.45 -30.68 4' N/A 0 0.4 2e -39.81 -29.22 -43.82 2' N/A .� 4 M 2r -39.81 -29.22 -43.82 2' N/A f �- 0.2 3 -39.81 -29.22 -43.82 N/A I N/A 3 D TOTAL ROOF AREA 2,752.81 s .-ft LA 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 f#2 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 OC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: ISSUED FOR PERMIT 05.18.2021 KC DM VINCENT KRUSE STRUCTURAL PLAN REV DESCRIPTION DATE CAD OC ENGIPARTNERS LLC �,,,,,,,,,,, Digitallysigne TITAN SOLAR POWER FL PROJECTADDRESS: C.A.32661 ,,c`'�P.,Gonzy.�Fz°,'' b Rafael A 12221 N US HIGHWAY 301 % TITAN 255 GIRALDA AVE �e°'�'S�ENSF'�:so'c y 9229 POTOMAC DR s3,o, ' Gonzalez Soto CORAL GABLES,FL 33134 '* � �ry/ += THONOTASASSA,FL 33592 FORT PIERCE,FL 34945 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: sraT�Gf ;' =Date: S 0 L A R P O W E R ENG.RAFAEL A.GONZALEZ SOTO,PE S-1 DESIGN@ENGIPARTNERS.COM =90':<ontoS'�a,,`�2021.08.28 (813)982-9001 TS P74262 DATE: SHEETS: '%�SSoNAt ENG,.`P PARCEL NUMBER: ••.............. 16:02:03-04'0 2327-502-0066-000-1 05-08-2021 5 OF 9 833-888-3644 #EC13008093 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, AM'ACHMENT'VIEVV 114"-16X2A"IENGTI GOWNSLOPE \ 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. SPACERPROVIDESA k'COLUMNGAPBENVEEN / LINK BOTTOM •Great For Basic Repans FDffD%"GM BETWEEN PV MODULE 9UCK Pv MODULES"'.THE CENK SPACING IS COLUMN CAN / C \ •Tibet Reinforced EvCROWS O REMOVED aD THE E COLUMN N SPACING, G,BE BNK NRACCOLUK RL UNIVERSAL REMOVED TO DECREASE COLUMN SPACINGG, LINK COLUMN SPACER nAaer` Ibevaan AapdtPaW can allweatnecaz Mtles'VnMro repair mcxz HOW (OPTIONAL) CENTER ALGGNMENT-/ PoRUNEVEN-ROOF SURFACES EACH - SAL ASCEILb MUSTBf Rf-EVALUATED PoRCODE l �UNNERSALLRIK /�/�/ MARKS / Yeega vt'w dama gcd a,eazantl 9ivezalayerBc derpmoprorom MSNyligM vmntl M1ai�:si pe F LFlELBIGGPABRIIY MOUNTTOP,BUCK fR COMPLIANCE,AS MODULE SPACING COMLEU i� - Il mofng antla,I..Alm eacdrontlorumaaahmytluly VI�I'[NCREMENIS. ® ® TO APMIEO LOADS M,M / / OUIE0.ALIGNMENT -Tenadous bontl to oiFficult substtates below 9moeana untlagmum wdervprperor.ana tlamP Pmotm. ODUIE MARI6 -Permanently Me,- REFERTOSNAPNPACKINSTALUT[ON SNAP—FUEHIRACK� REFER TO SNAPNRACK INBTALUTION MANUALS CLAMP-SLEEVE ATTACHMENT j� -Miami- de,ino alNOA17-03-18, Hall L FOR HARDWARE TORQUE FOR HARDWARE TORQUE SPECI9GTIONS SNAPNRACK RL UNIVERSAL 15-0520.01 SVECIHGTIONs LINK ASSEMBLY CO]%.MUCG FOR--- ASH TRA (REFER REFE TOSI MOUNT SNAPNRACK RL UNIVERSAL LINK,EXPLODED SNAMJRACKUMBRELU UG SCREW BNAPNRACK RIU ERBAL IN AND (REFERULES WD203) MIN.MODULE moat lmcleanana tree olwrNw mama loow-1.you NO neetl trowel relnlomlmabN 076'BOLT,S.S. MOUNT 00TTOM LUMPVlG SURFACE 3uihwe cwlely �ELE&E SIDE,UPSLOPE (OPIONAL) EVER CUMP(XI)MODUL6 WIRI ANO LUMPTWO MODULES IF MODULE FP1150UISIDE OF - - ds> �"m3ahr�' vw, MOUNT"FLIP-FLOP"ABILITY BLurvlvfRu4 MOulgI.RfFERTOI RL UNNERBAL LINK.CENTERMODULE', - aq•Mpy MODULE OUTER ALIGNMENT MARK, ALIDN MODULE EDGE WITH mau o.yn,nestle vror 4oM ApppgareromrywnnetrowN 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 rm,emm exr ,\. WMODULE (TORQUE TO SPECIFICA-) vm M_ BeaetMurta arts nemmtwMrecn1 maleskveF'mpmm'mMatnxpopctlore martct enrol lie oo NOT PPPLvo ELTFHF OW SPACING aq'MODULf temrepasure0anversawprota aPxa pe`mawFl at Ram sa noun prbrto�Portoapgl�inotrmeealwcoetlw. 0.01V SPACVNG areexgpkaseisescsntata.WT IetlAPPy'wnanwrexetempemsur®arebelwemso'entl 12P`e In coNerw®uxrRe-ana odw:l,wueudenowo -SNAPNRACK 0.L I reaminlmum ci 6P Inc.wotlup 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 � em° SHAPNA GK / UNNE0.5ALgSER - av=aV L ' wcmwz -Ilk, N, WntlngwMetmryplAWfl Do nd lwae mpry coma sere.Do not uM n / tlenkm teroraotlwdelrePm from Freazrp Asa•-IbxX•LINGTH- 7SMIPNRALKRL 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'Crin 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 lbs. 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. arIsasecalseca ",aa�mu wneu,�.�ana ern.maaa,a a>eu DESIGNER: B.PETERSON SIDE: NTS DRAWING NUMBER: DESCRIPTION: REV: DESIGNER: B.PEfER50N SCALE: NTS DMWING NUMBER: DESCRIPTION: Rfy; "n vpmAra.ol - .i,wram:al m.ro�cm, m aw mn":.aane p .stet s = www.gatdnmglbepnxmn ./�'1/(" (T rI\I� r V Gar4ner Glbwn•P.O.Box BA49•Tampa.Flotilla 336]8-5949 Sr"��I�yII�.iL V.F iCR DRAFTER: M.PFFEMRANGER 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 ASCE7-16VelocityPressum Hem,Fir,Redwood close 0.43 212 PLACE BOLT cam=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 LBS 1394.39SQFT 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 ABCP11R_Ps la tltavaP,Rm_ro ,1 Spruce,Pine,Fir 0.42 205 ROOF UNDERLAYMENT WITH ROOF HENCE,ROOF WILL CARRY THE ADDITIONAL SOLAR SYSTEM epaetlmap.h2020FBD. SEALANT AND MEMBRANE SECTION "A-A"' LOAD A.an..PR,for an`nay RaO.P an ame c115Bo s9 A,Me sal nPlnn, memmm)arc�aper,g pn ma anar wpm`ba asl Per.me.Ba ac-R=-6.179- Spruce,Pine,Fir N.T.S. b=_,ngtvia 1ronttprte,lnatle.ognannneareann.determinalhanpmbar (E of million psi and higher ae. m1,aatl a"i='of a ma ,B a.a'e"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 Loetla: (2) Lag Bolts must be located in the middle third of the structural member. tlleMbaatl Aad .aptialatl yaB,phdprproln 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: ISSUED FOR PERMIT 05-18.2021 KC DM VINCENT KRUSE ENGIPARTNERS LLC DID, Digitally signed TITAN SOLAR POWER FL PRDJECTADDRE35: RACKING PLAN REV DESCRIPTION DATE CAD QC ' P'-........fie y 12221 N US HIGHWAY 301 C.A.32661 �Pc:jc�Ns --;b Rafael A % TITAN 255 GIRALDA AVE = -N/p 83104 *:Gonzalez Soto 9229 POTOMAC DR CORAL GABLES,FL 33134 - s,A Date: THONOTASASSA,FL 33592 FORT PIERCE,FL 34945 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: r 5 S 0 L A R P O W E R ENG.RAFAEL A.GONZALEZ SOTO,PE S-2 Iog.`.COR10?'`v`v,,`` 2021.08.28 DESIGN@ENGIPARTNERS.COM -'-,�SSfONALEHG`�s`` (813)982-9001 TSP74262 16:02:09-04'00' PARCEL NUMBER: DATE: SHEETS: 2327-502-0066-000-1 05-08-2021 6 OF 9 833-888-3644 #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 P Fax: +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 Fra lifer Institute.Electrical characteristi6 mayvaryby�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 Il 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. Modula,Par Pallet 26 Modules Per Pallet-26 5°13omml 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, ase`=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, —Cartificanon 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 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 �"�, cONZ4, Digitally signe PROJECTADDRESS: PV MODULES DATAS H E ET C.A.32661 P�.!`....."FF�o`.by Rafael A 12221 N US HIGHWAY 301 * TITAN p. ..... s 9229 POTOMAC DR 255 GIRALDA AVE - a3ro4/ :Gonzalez Soto CORAL GABLES,FL 33134 * �,�ry *= THONOTASASSA,FL 33592 FORT PIERCE,FL 34945 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: sraTEO{ 'Date: S 0 L A R P 0 W E R ENG.RAFAEL A.GONZALEZ SOTO,PE D-1 DESIGN@ENGIPARTNERS.COM -%9OF��R?O"��`��.��2021.08.28 (813)982-9001 TSP74262 �''.,Ssiomn�Es„" #EC13008093 PARCEL NUMBER: DATE: SHEETS: 833-888-3644 16:02:17-04-0 2327-502-0066-000-1 05-08-2021 7 OF 9 / Power Optimizer For North America Power Optimizer P320 / P34 / P370 / 400 / P401 / P405 / P485 / P505 O ' igher- P400 P401 P405 P485 P505 For North America Optimizer .. .•.0 .. 60 and 72- 96-cell power60 voltage voltage current P320 / P340 P370 P400 / P401 / P405 / P485 / P505 compatibility) modules) 60-cell cell modules) .. .. .. modules) modules)_ modules) mINPUT Rated Input DC Powern 320 340 370 400 405 1 485 505 W Absolute Maximum Input Voltage 48 60 80 60 1252 831"1 We (Voc at lowest temperature) r25 MPPT Operating Range 8-48 8-60 8-80 8-60 12.5-105 12.5-83 Vdc YEAR O Maximum Short Circuit Current 11 10.1 11.75 11 14 Adc (Isc) Maximum DC Input Current 13.75 12.5 14.65 12.5 17.5 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98.8 98.6 °6 Overvohage Category 1 II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) _ Maximum Output Current 15 Adc Maximum output Voltage 60 85 WC OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Volage per Power Optimizer +0.1 Yc STANDARD COMPLIANCE N EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1(class II safety),UL1741 Material UL94V-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 129x162x59/ mm Dimen4ons(W xLx H) 129x153x27.5/5.1x6x 1.1 /5.1x6x13 /5.1x6x 1.16 129x 159x49.5/S.tx63x1.9 5.1 x6.4x 2.3 /in Weight(including cables) 630/t4 1 750/1.7 1 655/1.5 845/1.9 1064/2.3 gr/Ito Input Connector MC410 Single or dual MC41m MC41'ILt Input Wire Length 0.16/0.52 m/ft Output Wire Type/Connector Double Insulated/MC4 Output Wire Length 0.9/2.95 12/3.9 in/ft PV power optimization at the module-level Operating Temperature Rangeot 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 optimizer'Rated hput DC Power".Moduleswith upto�S%povertderanceareallcwed (2)NEC 2017 requires max input voltage be not more than 8W inverters (3)For other connector types please cmtaa SolarEdge / Next generation maintenance with module- (4)FCr dual version for parallel connection of two modules use P485-4NMDMRM.In the case of an odd number of PV modules in me string,installing one P485 dual version power optimizer connected g to one Pv module.When connecting a single module seal the unused input cmnecrors with the supplied pair of seals. / Up to 2S%more energy level monitoring (5)For ambient temperature above r851C/1185°F paver de-rating is applied.Refer to Power Opomizers Temperature De-Rating Technical Now for more details. / Superior efficiency(99.5%) / Meets NEC requirements for arc fault PV System D. Three Phase for sign Us protection (AFCI)and Photovoltaic Rapidle 0:hase Three • 4:0 / Mitigates all types of module mismatch losses, Shutdown System PVRSS P320,P340,P37o, y ( ) Minimum String Length 8 10 18 from manufacturing tolerance to partial (Power Optimizers) P400,P401 P405,P485,P505 6 8 14 shading / Module-level voltage shutdown for installer Maximum String Length(Power Optimizers) 25 25 solar and firefighter safety 5700(6000with / Flexible system design for maximum space Maximum Power per String SE7600-US-SE11400- 5250 6000m 1275000) W US) Utilization Parallel Strings of Different Lengths or Orientations Yes (6)For detailed string sizing information refer to:httpV/w .olaredge.mm/sites/defaul0les/string_sizing na.pdf (7)It 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 requirements:safety voltage will be above the 3 W requirement (9)For 208V grid:it is allowed to install up to 450OW per string when the maximum power difference between each string is 1,000W (70)For 271/480J grid:ii is allowed to install up to 75,000W per string when the maximum power difference between each siring is 2.000W solaredge.Com Solar Offi. ®Sola�£tlgeTechnol ogles Ltd.All dghtsreserved.SOLAREDGE,the SolarEdgelogo,OPTIMIZED arejm t.rksorregisteredbademarl¢of8olarEdge Technologies,Inn. ROHpS All other tratlemada mentioned herein aretmdemarla of their rasp t'rve mvners.Dare:09/2020N�NG NAM.Subjetl to chargewdhout notice. �7 Inteltelt 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 SMART MONITORING DATAS H E ET REV DESCRIPTION DATE CAD QC ENGIPARTNERS LLC ,,,,,,,,,,,,,, Digitally TITAN SOLAR POWER FL PROJECT ADDRESS: °Nzq Fz., T I T A N C.A.32661 a- 12221 N US HIGHWAY 301 266 GIRALDA AVE ,'FP�::'��cENSF`so" by Rafael A 9229 POTOMAC DR CORAL GABLES,FL 33134 -"` 83104 Gonzalez Soto 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 D-2 DESIGN@ENGIPARTNERS.COM �?9a.: 2021.08.28 (813)982-9001 PARCEL NUMBER: TSP74262 $ OF 9 ' SS/ONAL EN�."��� DATE: SHEETS: 833-888-3644 "�1„�,,,,,,.` 16:02:24-04�0 #EC13008093 2327-502-0066-000-1 05-0e-2021 / 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-XXXX4X4 SE3000H-US / SE380OH-US / SE5000H-US t SE6000H-US OUTPUT S E 7 6 00 H-U S / S E 1000 0 H-U S / S E 1140 0 H-U S Rated AC Power Output 3000 3800 @ 240V 5000 5000 @ 206V 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 3300 @ 208V 5000 @ 208V 10000 @ 208V AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ ✓ ✓ ✓ ✓ Vac (211-240-264) O AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ Vac (183-208-229) LA AC Frequency(Nominal) 59.3-60-60.5M Hz • 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 • Power Factor 1,Adjustable-0.85 to .85 p • 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 Maximum DC Power @208V 5100 7750 15500 W S ! a Transformer-less,Ungrounded Yes O O Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 400 Vdc Maximum Input Current @240V(11 8.5 10.5 as 20 27 30.5 Adc Maximum Input Current @208VI2) 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 <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=es 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 ENGIPARTN ERS LLC TITAN SOLAR POWER FL INVERTER DATAS H E ET REV DESCRIPTION DATE CAD QC Digitally signe PROJECTADDRESS: C.A.32661 II' ?.:ceNZA�FZo°-- b Rafael A 12221 N US HIGHWAY 301 * TITAN 255 GIRALDA AVE 4 se'.. y 9229 POTOMAC DR e3ioa ' =Gonzalez Soto FORT PIERCE,FL 34945 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: CORAL GABLES,FL 33134 THONOTASASSA,FL 33592 sr =Date: S O L A R P O W E R ENG.RAFAEL A.GONZALEZ SOTO,PE D-3 DESIGN@ENGIPARTNERS.COM `=90":<oaiv,?:`¢`¢,=2021.08.28 (813) TSP74262 �''�SSroNAr ENv?�� PARCEL NUMBER: DATE: SHEETS: ............. 16:02:31-04'0 2327-502-0066-000-1 05-08-2021 9 OF 9 833-888-3644 #EC13008093