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HomeMy WebLinkAboutRevision 4-8-22OFFICE USE ONLY: DATE FILED: REVISION FEE: PERMIT # 2201-0684 RECEIPT # PLANNING & DEVELOPMENT SERVICES RECEIVED BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE APR 0 8 2022 FORT PIERCE, FL 34982-5652 (772) 462.1553 St. Lucie County Permitting APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 189 Northeast Caprona Avenue Port St. Lucie FL 34983 DETAILED DESCRIPTION OF PROJECT FILE COPY REVISIONS: updated layout change CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: EC13009924 ST. LUCIE CO CERT. #: BUSINESS NAME: Titan Solar Power QUALIFIERS NAME: Scott Portier ADDRESS: 901 Armstrong Blvd Kissimmee FL 34741 CITY: STATE: ZIP: PHONE (DAYTIME): 4017490758 FAX: OWNER/BUILDER INFORMATION: NAME: Nilsa Reyes ADDRESS:189 Northeast Caprona Avenue Port St. Lucie FL 34983ere CITY: STATE: ZIP: PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: " t ME ��d N f kr dC4IIl. �p Li SLCCC: 9123109 Revised 06130117 2 LOCATION MAP /WIND ZONES N.T.S. UED FOR PERMIT V OESCRIPTIOI (UPDATED LAYOUT: MATCH INSTALLATION 1 4-1-22 1 GC I JC 1 ``��<<►11 t►,//�� _ REVIEWED FOR ®N � _•�����P cE s;�.�• COOE. CO PLMNCE ENGINEER CONTACT INFORMATION ENGINEERING STAMP ENGIPARTNERS LLC �( C.A.32661 ! 255 GIRALDA AVE CORAL GABLES, FL 33134 .• aoMmr. yr -4 BOS LOCATION STo LUCIE COON-ry N.T.S. ®CC H, GOTRACTOR CONTACT INFORMATION TZAN SOLAR POWER FL 12221 N US HIGHWAY 301 THONOTASASSA, FL 33592 CONTRACTOR LOGO #TITAN S O L A R P 0 W E R NILSA REYES ADDRESS: 189 NORTHEAST CAPRONA AVENUE PORT ST. LUCIE FL 34983 Al I N001 \NtE?-C oN sr_.l NPo\Nj Op ■ fil SHEET NAME: SYSTEM CAPACITY: 10.08 KW DC / 7.6 KW AC. PV PANELS: (28) REC360AA BLACK 360W BY REC OPTIMIZERS: (28) P370 BY SOLAR EDGE INVERTER: (1) SE760OH-US BY SOLAR EDGE RACKING SYSTEM: CROSS RAIL SYSTEM PROJECT INFORMATION PROJECTLATITUDE 27.323858 MINAMBIENTTEMP 0 °C PROJECT LONGITUDE-80.337385 MAXAMBIENTTEMP 35°C WIND EXPOSURE B AHJ ST. LUCIE COUNTY DESIGN WIND SPEED 159 MPH DRAWINGS INDEX C-1 COVER SHEET C-2 SAFETY PLANS E-1 ONE LINE RISER DIAGRAM E-2 SAFETY LABELS S-1 STRUCTURAL PLAN S-2 RACKING PLAN S-3 RACKING PLAN D-1 PV MODULES DATA SHEET D-2 SMART MONITORING DATA SHEET D-3 INVERTER DATA SHEET GENERAL NOTES PER FL. STATUTE 377.705 (REVISED 7/1/2017), 1 RAFAEL A. GONZALE: SOTO, P.E. 83104 AN ENGINEER LICENSED PURSUANT TO CHAPTEF 471, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAI COMPONENTS ARE DESIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE FLORIDA BUILDING CODE. 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. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE 7TE EDITION OR LOCAL GOVERNING CODE. ALL WIRING METHODS AND INSTALLATION PRACTICES SHALI CONFORM TO THE NATIONAL ELECTRICAL CODE (NEC) 2017, LOCAI STATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEAN: SHALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYINC CONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALI OTHER CONDUCTORS IN THE BUILDING. CONNECTORS TO BE TORQUED PER DEVICE LISTING, OR MANUFACTURER; RECOMMENDATIONS. NON -CURRENT CARRYING METAL PARTS SHALI 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 FOLLOWIN( MANUFACTURERS INSTRUCTION SPEC'S, INCLUDING ALL GROUNDINC WEEB CLIPS, GROUND LUGS, AND RAIL SPLICE KITS FOR ELECTRICAI CONTINUITY. MECAWIND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSE[ BUILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USINC ASCE 7-16 EQUATION 30.6-1. ALL NOTES IN FIGURES ASCE 7-16 30.4- AND 30.4-2(A,B AND /67C) HAVE BEEN INCORPORATED. MEAN ROOF HEIGHT MUST BE LESS THAN 60 FEET. COVER SHEET ROJECT ID: ENGINEER OF RECORD: ENS. RAFAEL A. GONZALEZ SOTO, PE TSP111298 DATE: TITLE: C-1 DES IGN@ENGIPARTN ERS.COM (813) 982 -9001 :{d1Q5Annmgannn3 9 nF in NDRTy N Al' REPITY SIDE FACING STREET" SA# v OUR c�s� WAS �► _� No ;O ELECTRIC METER CENTER-INTERC ,NNECT GINVERTER01 .s"::. 6,fi,.,,s a ,� �• � a; POINT CODE '0a'OM PLMCE Te LUME COUNTY Bocc 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 URGENT CAR FACILITY RELATIVE TO THE SITE BEFORE STARTING WORK DOCUMENTCONTROL DATE CAD QC ENGINEER CONTACT INFORMATIO , ENGINEERING STAMP __W Z'ONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO TITAN 5 0 L A R P O W E R CUSTOMER: NILSA REYES SHEETNAME: SAFETY PLAN UED FOR PERMIT 01-04-2022 BW NT ENGIPARTNERS LLC C.A. 32661 255 GIRALDA AVE ' CORAL GABLES, FL 33134 DES IGN@ENGIPARTNERS.COM OF STATE.�' ,<d '� '.�� ' ' , � �' �v',pp "' , aT 4�' T�1�� �' •" `�� ',II r'n) 1 1,f1 `Z`FTAN SOLAR POWER FL 12221 N US HIGHWAY 301 � THONOTASASSA, FL 33592 (813) 982 -9001 V DESCRIPTION DATE aDOc PROJECT ADDRESS: 189 NORTHEAST CAPRONA AVENUE PORT ST. LUCIE FL 34983 UPDATED LAYOUT: MATCH INSTALLATION 4-1-22 GC JC PROJECT ID: TS P 111298 ENGINEER OF RECORD: ENG. RAFAEL A. GONZALEZ SOTO, PE SHEET TITLE: C-2 PARCEL NUMBER: DATE: SHEETS: i (lp in I E SI ES, UA ITY TY E RA EWA SI PE, O ATIO & I FO. WI E AM ACI C LCU TIO S A DITI NAL N"MA 125% OF WIRE DE -RATED CALCULATION WIRE TAG CONDUCTOR NEUTRAL GROUND RACEWAY RACEWAY LOCATION RACEWAY HEIGHT OUTPUT OUTPUT MIN DIST. GE VOLTAGE VOLTAGE ONDUIT > QTY. SIZE & TYPE QTY. SIZE & TYPE QTY. SIZE & TYPE SIZE & TYPE . 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 40AX 0.76 X 0.8 = 24.3 A 20 FT. 350V 0.21% 8.1% kC (INVERTER TO METER) (2) #6 AWG THWN-2 '(1)#6AWG THWN-2 (1) #8 AWG THWN-2 3/4" EMT CONDUIT EXTERIOR WALL "N/A" 32A 40.OA 40A 75A X 0.76 X 1 = 57.0 A 5 FT. 240V 0.1 % 7.7% ) > > > STRING #1 ) A1.1 > STRING #2 B2.1 > _ > 5❑ PV RAILS TO BE BONDED WITH #8 BARE WIRE � ONE LINE RISER DIAGRAM N.T.S. LEGEND: REVIEWED FOR CODE COMPLIANCE B O - 2 #4 THWN-2 GROUND FILE COPY EXISTING OVERHEAD SE VICE 240V/120V 3 # 3/0 THWN-2 INVERTER TOTAL OUTPU : 32A SAFETY RATING (125%): 40.00A TOTAL PV SYSTEM OCPD: 40A MAIN BREAKER RATING: OOA -- BUS BAR RATING: OOA 120% BACKFEED RATING- 40A V , r7 ��,U (28) REC360AA BLACK 360W BY REC REFER TO D-1 SHEET 2 #10 PV WIRE PER STRING 1 #8 BARE WIRE GROUND F3] NEMA3R JUNCTION BOX 3/4" EMT CONDUIT [4] 2 #10 THWN-2 PER STRING 1 #8 ND :51 SE760OH-US BY SOLAREDGE REFER TO D-3 SHEET 6 2 #6 1-1,11-2 THWN-2 1 #8 THWN-2 GROUND 1 #6 THWN-2 NEUTRAL 3/4" EMT CONDUIT EMWCONDUOIT 3/4"2 j7] PV SYSTEM DISCONNECT - 60A RATED.�i4OL�'4�� ��i J �f #6 11-1,11-2 THWN-2 1 #6 THWN-2 NEUTRAL a PV INTERCONNECTION POINT - SUPPLY SIDE �••''ENS '•.� 3/4" EMT CONDUIT XISTING X ERIOR PANEL = No. 83104 ® UTI LITY ELE TRICAL SERVICE A NOT USED DOCUMENT CONTROL DATE CAD QC ENGINEER CONTACT INFORMA ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO TITAN S O L A R P 0 W E R CUSTOMER: NILSA REYES SHEET NAME: ONE LINE RISER DIAGRAM LED FOR PERMIT 01-04-2022 BW NT ENGIPARTNERS LL C.A.32661 i 255 GIRALDA AVE �,.' CORAL GABLES, FL 33134�y DESIGN@ENGIPARTNERS.COM .0 ••. STATE O� •' R� �, • a� A . p .' ���I' q ' ',� • �1 *1 f���I� i�`10 -, 41TAN SOLAR POWER FL � 12221 N US HIGHWAY 301 ' THONOTASASSA, FL 33592 (813)962-9001 V DESCRIPTION DATE AD OC PROJECTADORESS: 189 NORTHEAST CAPRONA AVENUE PORT ST. LUCIE FL 34983 UPDATED STRINGS AND LEGEND 4-1-22 GC JC PROJECTID: TSP111298 ENGINEER OF RECORD: ENG. RAFAELA. GONZALEZ SOTO, PE SHEET TITLE: E-1 PARCEL NUMBER: DATE: SHEETS: LABEL LOCATION: INVERTER#1 LABEL LOCATION: ELECTRICAL SHOCK HAZARD TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION TURN OFF PHOTOVOLTAIC AC DISCONNECT PRIOR TO WORKING INSIDE PANEL TURN RAPID SHUTDOWN SWITCH TO THE "OFF' POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY. TURN RAPID SHUTDOWN SWITCH TO THE "OFF' POSITION TO SHUT DOWN THE ENTIRE PV SYSTEM. AC DISCONNECT, POINT OF INTERCONNECTION PER CODE: NEC 690.13 (B) LABEL LOCATION: AC DISCONNECT, MAIN PANEL PER CODE: NEC 110.27 (C) OSHA 1910.145(fl(7) LABEL LOCATION: AC DISCONNECT, MAIN PANEL PER CODE: NEC 690.56(C)(3) LABEL LOCATION: AC DISCONNECT POINT OF INTERCONNECTION PER CODE: NEC 690.56(C) LABEL LOCATION: DTO-VU �U ORCI LABEL LOCATION: MAIN SERVICES DISCONNECT, DC CONDUIT AC DISCONNECT, MAIN PANEL PER CODE: NEC 690.31 (G) (3) PER CODE: FFPC 7TH EDITION: 11.12.2.1.1,1.1 GON�!4 PV SAFETY LABELS DATA ' ``.-*�SF F,�s%; Nor 8 p 'o LABEL LOCATION: INVERTER PER CODE: NEC 690.52 LABEL LOCATION: INVERTER PER CODE: NEC 690.53 LABEL LOCATION: AC DISCONNECT PER CODE: NEC 690.54 LABEL LOCATION: AC DISCONNECT PER CODE: NEC 690.13 (B) jyj t , G >Q I! POINT OF INTERCONNECTION PER CODE: NEC 705.12 (B)(3) LABEL LOCATION: POINT OF INTERCONNECTION PER CODE: NEC 705.12(B)(2)(3)(b) LABEL LOCATION: MAIN SERVICE PANEL PER CODE: NEC 690.45(B)(5) LABEL LOCATION: POINT OF INTERCONNECTION PER CODE: NEC 690.33(E)(2) & NEC 690.15 (C) LABEL LOCATION: POINT OF INTERCONNECTION PER CODE: NEC 690.15, NEC 690.13(B) L LOCATION: ADJACENT TO MAIN DISCONNECT -*'T'l TEA S�0 L,A R P 0 W E L O R)I 6A I 901 ARMSTRONG BLVD, `KISSIMMEE, FL 34 "uD FOR 855-SAY=SOLAR' Tr occ DOCUMENTCONTROL DATE ADOC ENGINEER CONTACT INFORMATIOW- ENGINEERING STAMP _CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO � TITAN S 0 L A R P 0 W E R CUSTOMER: NILSA REYES SHEETNAME: SAFETY LABELS UED FOR PERMIT 01-04-2022 BIN Nr ENGIPARTNERS LLCM -/ C.RALDA 1��; 255 GIRALDA AVE CORAL GABLES, FL 33134 DESIGN@ENGIPARTNERS.COM •'• ••• FATE pF ' ���%� i `• �,' `��` �`tTAN SOLAR POWER FL 12221 N US HIGHWAY 301 THONOTASASSA, FL 33592 (813) 982 -9001 V DESCRIPTION DATE AD OC PROJECTADDRESS: 189 NORTHEAST CAPRONA AVENUE PORT ST. LUCIE FL 34983 PROJECT ID: TSP111298 ENGINEER OF RECORD: ENG. RAFAEL A. GONZALEZ SOTO, PE SHEET TITLE: E-2 PARCEL NUMBER: ,^c DATE: SHEETS: A ^C 4f1 N, A TIL- AZII L( OF WOOD LO( ML N�RTy , `1%111Irrrr����' s STRUCTURAL ROOF PLAN & PV MID L U ' 1 = N.T.S, _� UED FOR PERMIT V I DESCRIPTIOI DOCUMENTCONTROL DATE AD QC ENGINEER CONTACT INFORMATION' ENGINEERING S P 01-04-2022 BW NT ENGIPARTNERS LLC �'A DATE AD QC �� C.A.32661 LAYOUT AND CALCULATIONS 4-1-22 GC JC 255 GIRALDA AVE .1 Q� p, CORAL GABLES, FL 33134 DESIGN@ENG IPARTNERS.COM Y -.CONTRACTOR CONTACT INFORMATION "I"ITAN SOLAR POWER FL 12221 N US HIGHWAY 301 THONOTASASSA, FL 33592 (813) 982 -9001 LEGEND & SYMBOLS OBS ROOF OBSTRUCTIONS ARRAY # xx.x MODULE # STRING # PV MODULES - - - - - TRUSSES OR RAFTERS ROOF MOUNTS & RAIL ROOF SLOPE EXT. EXTERIOR PV MODULE ROOF'S GENERAL NOTES: 1- CONTRACTOR/INSTALLER TO VERIFY ROOF CONDITIONS FOR PROPER INSTALLATION OF THE PV SYSTEM. 2- CONTRACTOR/INSTALLER TO NOTIFY THE OWNER IMMEDIATELY OF ANY ROOF DEFICIENCIES AND/OR REPAIR REQUIRED TO INSTALL THE PV SYSTEM. 3- FOR DOES NOT ASSUME ANY RESPONSIBILITY FOR THE INSTALLATION OF ANY PV SYSTEM ON DEFICIENT ROOFS. 4-CONTRACTOR/INSTALLER ASSUMES ALL RESPONSIBILITY TO INSTALL AS PER MANUFACTURER STANDARDS. ROOF INSPECTION NOTE: PV MODULE IN LAYOUT IS CONSIDERED NON -EXPOSED AFTER COMPLYING WITH THE FOLLOWING STATEMENTS BASED ON ASCE7-16: -NO INDIVIDUAL PV MODULE IS MORE THAN 0.5(MEAN ROOF HEIGHT) AWAY FROM ROOF EDGE OR ANOTHER MODULE. ELECTRIC METER -NO INDIVIDUAL PV MODULE IS MORE THAN 4 FT AWAY FROM CENTER -INTERCONNECTION POINT ROOF EDGE OR ANOTHER MODULE. iNNECT -INDIVIDUAL PV MODULE IS MORE THAN 1.5(MODULE LENGTH) G INVERTER#1 AWAY FROM CLOSEST EXPOSED EDGE ASCE 7.16 - 29.4-7 DESIGNED WIND PRESSURES: p = qh (GC p)("YE)( "Ya) L N .c 0:8 ,0.6 a fi 04 i '�.02 <A W 0 CONTRACTOR LOGO #TITAN S O L A R P 0 W E R Effective Wind Area; ft2 FILE COPY CUSTOMER: NILSA REYES PROJECTADDRESS: 189 NORTHEAST CAPRONA AVENUE PORT ST. LUCIE FL 34983 PARCEL NUMBER: u, osgnm�Annm loop. SOLAR MODULE UL 1703 CERTIFIED PORTRAIT MAX. SURFACE LOAD: 83.54 psf LANDSCAPE MAX. SURFACE LOAD: 50.13 psf APPLIED WIND LOAD: -46.62 psf NOTES: REC360AA -INSTALL MID CLAMPS BETWEEN BLACK 67.76" MODULES AND ENDS CLAMPS AT THE -ALUMINUM RAILS SHOULD ALWAYS BE SUPPORTED BY MORE THAN ONE FOOTING ON BOTH SIDES OF THE SPLICE. < L40.1 "--� < WEIGHTED AVERAGE WORST CASE MODULE: ZONE 1: 32% ZONE 2r: 68% -29.59(0.32) +-54.63(0.68)=-46.62psf < < ULTIMATE WIND SPEED 160 mph DESIGN WIND SPEED 159 mph RISK CATEGORY II EXPOSURE CATEGORY B ROOF SLOPE (°) 18° ROOF TYPE HIPPED MATERIAL ROOF TYPE METAL STANDING SEAR PRESSURE ZONE: 1&2 MEAN ROOF HEIGHT: 12.644 PERIMETER WIDTH: 3.5 < KD 0.85 KZT 1.0 KH 0.575 < VELOCITY PRESSURE (q) = 0.60'0.00256' KHKZTKDV` VELOCITY PRESSURE (ASD) 1 18.97 < INTERIOR EDGE FACTOR: "YE = 1.0 EXTERIOR EDGE FACTOR: yE = 1.5 ARRAY EQUALIZATION FACTOR: ya = 0.8 < EXTERNAL PRESSURE COEFFICIENT Z1 0.7 -1.3 EXTERNAL PRESSURE COEFFICIENT Z2e 0.7 -1.8 EXTERNAL PRESSURE COEFFICIENT Z2r 0.7 -2.4 < EXTERNAL PRESSURE COEFFICIENT Z3 0.7 -1.8 INTERNAL PRESSURE COEFFICIENT 0.18 ZONES PRESSURES (PSF) INTERIOR PRESSURES (PSF) EXTERIOR PRESSURES (PSF) MAX SPAN (FT) MAX CANTI- LEVER (IM 1 -28.08 -19.73 -29.59 41 16" 2e -37.56 -27.32 -40.98 4 ' 16" 2r -48.94 1 -36.42 1 -54.63 2 ' 81, 3 -37.56 1 -27.32 1 -40.98 1 : ' 8.. TOTAL ROOF AREA 3485.48 sq.-ft < TOTAL MODULES: 28 TOTAL PHOTOVOLTAIC AREA: 526.99 sq.-ft < WIND LOAD (PSF): -46.62 TOTAL WIND LOAD (LBS): -24,568.27 < TOTAL ROOF MOUNTS: 63 TENSION FORCE PER MOUNT (LBS): -389.97 < STRUCTURAL PLAN PROJECT ID: ENGINEER OF RECORD: ENG. RAFAEL A. GONZALEZ SOTO, PE TSP111298 DATE: TITLE: S-1 r, nG -in (2 ROS,' FANDARD ImmiIIIiIiIIiIII WR Mec—iml NapertlEs SectiOrmlPmPmfles ��- Nm NR'mcx]1 il+-_.:,ol acL]mxlt ¢9se.S Uni[s: tlnm] le - r— )Ti s Sv,:v.vs.vwa etfrpn,lntahwmwL'naoeelae vn,lT.:.s Cs'T"avNF0a9i:-tb DOCUMENTCONTROL UED FOR PERMIT V I DESCRIPTION UPDATED ROOF MOUNT, TABLES AND CALCULATIONS 0 0 oil co Yeti ClampI�R•v"romrn L•\ - It.,r.er�xw Technical Data e';btm nprckao •a':n •cttReYttlro n[tzf»4�vn Van rrk--nC a'.L �Lr—�9iR?___�LCMm9jxv' aa.a'm9._awoa�+!ma--'�_ av� ENGINEER CONTACT INFORMATION ENGIPARTNERS LLe,'O C.A.32661 255 GIRALDA AVE CORAL GABLES, FL 33134 DESIGN@ENGIPARTN ERS.COM 0A 0 0 0 O- CrossRail Mid Clamp 3 sls!r 8:0.13+•n veW"dtlllea VC 9nrs!a-vwv.3]ec♦-, .P1TJ�'n-:I(p N:ertanslm'.]]rvnlb, Tec N.l 0 2 maaAa hmv slu 3C-a'mn womrn„o:rR I:a±9e@�/ Daa}Fu1_�"%49+I.a8.484 k6JPo0 L-Foot Technical Data .:N1.m,v e.wasay.J 1-nml n.wr•....ww,e a®,ma,.• •he,amea7..a. S-5 BRACKET PULL OUT CALCULATIONS Spruce, Pine, Per inch Thread Depth 266lbs SS Lag Bolt 5/16" x 4" Min. Thread Depth 0'-3" Wood Strength x Thread Depth = Pull Out Strength 2661bs. x 3 in = 798 lbs. Allowable Pull Out Strength per Lag Bolt 798 lbs. Max. Pull Out Strength Required per Lag Bolt 389.97 Lag Bolt Pull Out Strength Safety Factor ENGINEERING STAMP - 4!� :FONTRACTOR CONTACT INFORMATION STATE OF fTITAN SOLAR POWER FL I•aaA&CR1VIl" O�" 12221 N US HIGHWAY301 A \ 1i;�THON0S335924j�wI� 11111` (813)982 9001 ASCE 7-16 Velocity Pressure gz10 = 0.00256Kz Kzt Kd V2 Where: 1 SaW h!abman \ © dkb0 0 Everest Ground Lug ! mN 1 YM<CE-Nlf. n:E.[atl LLaEvlibm na 3 &um•vc 2M �IF tca � s 39c:hA Technical Dam Ira u �.xl 1 [�nw•�h-1t „�uaaa,ls.,.a.a aTaNnan DISTRIBUTED LOAD CALCULATIONS PV MODULES & RACKING WEIGHT= (INDIVIDUAL MODULE WEIGHT + 3.5 LBS) ' (MODULE CITY) = (46.56 LBS) A (28) = 1,302.00 LBS PER SQUARE FEET (PSF) ARRAY LOAD = PV MODULES & RACKING WEIGHT / TOTAL ARRAY AREA = 1,302.00 LBS / 526.99 SQFT 2.47 P.SF HENCE, ROOF WILL CARRY THE ADDITIONAL SOLAR SYSTEM LOAD gz10 = ASCE 7-16 velocity pressure evaluated at mean roof height (psf) Kz = velocity pressure exposure coefficient Kzt = topographic factor Kd = wind directionality factor V = basic wind speed (mph) from ASCE 7-16 maps referred to as ultimate wind speed maps in 2020 FBC. As an example, for an array having an area of 158.04 sq.-ft., the total uplifting (resultant) force acting on the array would be -39.1 psf x 158.04 sq. ft. =-6,179.364 lb. Knowing this resultant force, the design engineer can now determine the number of attachment points and the size of the mounting hardware necessary to safely carry this load. Live Loads: p Live loads associated with photovoltaic systems are usually assumed to bP I LE ��' �� distributed uniformly and are small, on the order of 4 psf or less. 160 mph 1' 1 12e I 2r I 2n 3e 3r Array Edge 1 52 1 52 1 52 1 42 1 42 1 42 1 38 CONTRACTOR LOGO (*T0ITANW CUSTOMER: NILSA REYES PROJECTADDRESS: 189 NORTHEAST CAPRONA AVENUE PORT ST. LUCIE FL 34983 SHEETNAME: Bonding and Grounding 0.:m­mmv Y. _a ra.—-'.rgae vrkepg2}s.:m tr. rttrtectt VaaM.tnPsrtavlN� kw,vSvaysnrena v^.maJetn zT.JM� r..:n9f•crw.ln..rbalv�o'aa-mef I • s,,.,l: vvq � con:an+sk>ca,e,fsw<f haa!=.nzesbc:marsm, mo•;.an. uwJ „m+w �erzas em ,art arU's nyt'a,:ms kamfei.'1W rvmmgrtbsEsn evaamaa to rn.. jo13J0.KF.2a x:e ErGne Ry r¢r mnd maC:'as�aae tsvv-csx^9 at arA'Svl:lur�aC,saO�eria,. Y. c5vxltrv:rr eb:cs]Irt•K �:aY UT.c muB>J oe• 6Tsa ba2aysm Iaeu2bS aB min¢uaru m¢rA Ja :Cni:ema,xs al A'-,C E1i /•3 Rnerevg rnle:n m�mu±eErogtuatM/m:m:-'vaemV•+nn9w:lULlllGe.^iw�n,ceny^d:- mvC,::ena3CeeneaiT.e:4ryry .-�eap.cw ,dnc-aatvarw wMtb m2,CSkNu-mn MIAH nw xm.sln n" I� v1ESa. tttislvLn3 NOTICE OF ACCEPTANCE tNDA) Lx syta®. uc lB.15 4lkfir W v D.. Sv ilc A \'Im. CA Y!931 Sro lhu VOA b bdnj f cw.lnatiov .aial.. 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Vrygt iBigh WNityH WM1m'v.adhss hen2 guJ u�r.N.,1:13 �NJ:e 1L.sL 11wIA��,g ['Ne, in'.WvlT lha HiPb \'chciq�Hv,iamc] ➢L."IMM: L-F-1 EMvlcv.11u Mbm6 Alvmmvm Gda.l\ravvl API'Jto'A DOCEJILVT: Dn w ,,1W '5&l revx ad E—fl keComp I4:a, shc:la 1 tla-49 of 9.Iv Id byL!sasrm4&tm-a,ItI.?0'.'_.aip"uJ rv1.N by Pac11L iaah.-., PE., bcariog Na MwV Ueda L'omp Y.vdun C'mlml ery,pal stmP vita the NCi[e of Anv — vc¢Sa: v A.lq l e�.• br the b➢.mi-WJa('mvlr YaW.ai C—Lsnri.0 T11lmE nlP.A-XITIt.Y.. by LABLI.I,YC.: F.uh bac shag ham v Pamuvav3 llxl uifi Je mnufsmRs mme m bYn aiy, orate tN fo:loxmS wlmcm:']Icrti-Q-d; C-.,- Rocud Camel Appr wh1DCPW. wLLssdl manN knria I.IVRATIDV: Tlia Vl1A nler Iht LFm Esdavrv.i K:vmp Flaahiaf evly.lb5pba F:wl x u for rawan➢aptidvy botbva RF;Ni,1F.U. utlhia NUA.hc➢A, aJ.nJvhaermv,l uppbw4ms+ah LL+.,¢J Wn•hn.bmm uiny «my wlw.• pary,,... Jell auwmvially rem:i,ule uii. VOA. i.P:,,n1.. a NWie VOA shall ba ea:sefrr t.-niwgv aM rsaN'aI ofNOA Iba NDA acwtr. fmdN by ue uvea V mni-ua:aeaaa➢. YteAJa.md fal:orN >sy baJ;,PlnyNiaN .niala uwalwa. Ir®yPmiaa „rwayoni,acPl=.N.Im>, iofmismric NOA KatIlbelvmidNCerhee.erby rho mvafaaranmiU S,o-iE,dvl N i�3mn a m:;ab aixm,na n� ti aroma➢ai�ANao1R;aL kiv mv: I. criJ.m one f I. s. wxll R r>mvl3awev Nn,u,nm! vMvv. ^T""� 'nav uvrfim anma!n3 C\apmal D+m Fep.ay.9 1 P . RACKING PLAN ROJECT ID: ENGINEER OF RECORD: ENG. RAFAEL A. GONZALEZ SOTO,P TSP111298 DATE: SHEET TITLE: S-2 SHEETS: C nC -if) /' - v v v� v wv v v wv v�v Lag Screw InstallatlOn Guidelines vv v vv v-v.i 1. Determine location for the Mount on roof by drilling through > the center of truss from bottom with 5132" drill bit. > 2. Mark mounting holes for Mount on underlayment. Mounting holes should be centered on the trusses. > 3. Drill 15/64" pilot hole. > 4. Apply sealant to bottom of Mount. > 5. Place Mount over roof underlayment with holes in roof. 6. Apply sealant to bottom of Mount, apply sealant to lag screws > and fasten Mount securely to trusses. > 7. Apply additional sealant to top assembly to be sure all > penetrations are sealed. Notes: (1) Thread must be embedded in the side grain of a > Trusses or other structural member integral with the building structure. intertek > (2) Lag Bolts must be located in the middle third of the > structural member. (3) These values are not valid for wet services. > (4) This table does not include shear capacities. If SFS GROUP USA, necessary, contact a local engineer to specify lag INC. > bolt size with regard to shear forces. > (5) Install lag bolts with head ad washer flush to surface TEST REPORT (no gap). Do nor over -torque. > (6) Withdrawal design values for lag screw connections > shall be multiplied by applicable adjustment factors SEOPEOFWOR11 if necessary. See table 10.3.1 in the American 7STM EZ14OTMWG ON SYSTEM I AND SKFEMZ RGOFATIACHMENFS > Wood Council NDS for Wood Construction. fi SolarFootnt Mounting for Exposed Fastener Roofing M ShcaToa N Ltpk aatdfe[rre pedmlM lion Tu. aeatlM 5 T x.7wem rpb: N. TM mNae 9nNv b mrPaftle WN' a9al pvdbar lha <9rpoaam 1W +ao batan.mrmby e,npa a dude vaYNeN9`n roY.mn fa tM t4 0' de root spell facm:Y all+4d nWf <pWRaK sx4m<oltlN m arwdi 4 TW R'pa Wp, afx4p tA�. vaY hsm+s9<sd sizes ra M,i d+:R+ssnw saa7de Wm,em paetaAwc¢,ndp.aate4wa Gienv*.mti..nwc. } ePn.hr n,n t-wa m,a:nerta Dam nmd:�m ales aaa4rnm e< urvl,e,h,mdaapmmow4•:ldNimlaeg WcryA. Faefemrstlecdon _ � - - asyl-yy-��, - IAlrulrotMat Meb)taMpOG K]r5eeD9:mg Soren I.. rypn+7Aala'kdltlm aw bIIenmfm Fw Pala<ts ninon 55l aam+m Wpwngnmms srmltlir+mrmvs2 :P•tm�,se4vr.mrs..d-.:an.an DNtrlbutadby: METAL ROOF MOUNT DETAIL & DATA`� P`vi rJ&4 DOCUMENTCONTROL UED FOR PERMIT V I DESCRIPTION UPDATED ROOF MOUNTS r r r DATE AD aC ENGINEER CONTACTINFORMATION- DIZZ ENGIPARTNERS LLC C.A.32661 � 255 GIRALDA AVE 11 CORAL GABLES, FL 33134 I DESIGN@ENGIPARTNERS.COM DATE AD ac 4-1-22 GC Jc TER DATE 07/m/21 ISSUE DATE 07126n1 RECORD RETEMION MATE 07JU125 PAGES 17 OOOIMFNfC'ONIROLNUIk�FR � An OD479(07/24/171 Ri-RfsMER-TeR-7805 020171AJfFR1EX SolarFoot 1 will Back Left Mbl25 tmpadae Sh)D llbT 1 I72m I BvM SGm-I ENGINEERING STAMP STATE OF a'•�<ORODp.• Na. Tap INIlo8.316,s Al 90 33n IhYard O 1.3 3LTn T SDn Scale 2:3 1 Bin 3.17n 3 671n Front Steel Hex Flange Nut (13mm Socket) 14-14 Sell DliIGng Screw 1-1/7 to 2-11T 14-14 Type 17 AB Milled Point 1-1 /7' to 2-1 /7' G7NTRACTOR CONTACT INFORMATION kWFZTAN SOLAR POWER FL `\ 12221 N US HIGHWAY 301 THONOTASASSA, FL 33592 (813) 982 -9001 ISO v vv - , v v w v v �wv v v w , .0 fit' , � _T l intertek rmd DPab,)sawad TEST REPORT FORSFS GROUP USA. INC ReportNo. n46=1-10944 Date: 07/26/21 &wn=l TEST MEn"ms) Me zDetimen, were misuiMN aasrdanoe wrth hie rolbwlrlg ASTM F]1 L(21)17), 5M ,d Test W"for Ware, Penesra0on of Mena/ Rm1 Panel Sy.-by5tadc Worei Pre r He d FCCfRM3 MATER W IOUR�/I16TAwnON Teat speclmen(s)were prodded by[Mderrt. RepresenbthesamWno/the Mst speclmenls1 wl11 lit remind by mrerrek ee,E rota mwmvm of tmryea:allomuM Last ®IspieDandate. The sped-, were hntaR-Ped Int-Sprure, wood reef dal The rest deh for System 41 had ani ter., di-t'n of35.314'. 72-2/4' With lours spaced 24-pier mntawM Ilr plywood stubbed Inn pkce br DM Valley noun anadVnerlti A sheet of R-panel nrM01 rooRrg Was semred Io the test dak for moundnp the anarhmems. The test deck for System p2 had an 'rnedarderw.'ional3S1/4•a60-114•wire ]/1'piyW'aod smbbM herodam/mtheva0rymoun� atmr)vnems. Asheet of corrugated metal rmMg+Vnseared to [he Wert derkformpanJlglM amrhrtwnrs. The Weds, pedme[e"O/theteefdeclowere sealetl riN l'xme. ucnON 4 'EOIIIRAENT Preen,nei oA pP Calibrator-63436 sl. h-)N1O0974 Wtat.S nk n-63316 Tape Measure Ve,ifk U n-637811, szTX7Aa UST Ill oFF10Al OBsERvERS SFSGroup USAlm. kn Moss SFSG-,USltim. V ULMCTtw n-- IMertekg6[ ----------_- Ayk.ly:Ratl, - _ - Imertek BBC - vmm:a7/]M7 p9d1) ns-afo.4PTeshlam Right �2. Back Left Mbl25 tmpadae Sh)D llbT 1 I72m I BvM SGm-I ENGINEERING STAMP STATE OF a'•�<ORODp.• Na. Tap INIlo8.316,s Al 90 33n IhYard O 1.3 3LTn T SDn Scale 2:3 1 Bin 3.17n 3 671n Front Steel Hex Flange Nut (13mm Socket) 14-14 Sell DliIGng Screw 1-1/7 to 2-11T 14-14 Type 17 AB Milled Point 1-1 /7' to 2-1 /7' G7NTRACTOR CONTACT INFORMATION kWFZTAN SOLAR POWER FL `\ 12221 N US HIGHWAY 301 THONOTASASSA, FL 33592 (813) 982 -9001 ISO v vv - , v v w v v �wv v v w , .0 fit' , � _T l intertek rmd DPab,)sawad TEST REPORT FORSFS GROUP USA. INC ReportNo. n46=1-10944 Date: 07/26/21 &wn=l TEST MEn"ms) Me zDetimen, were misuiMN aasrdanoe wrth hie rolbwlrlg ASTM F]1 L(21)17), 5M ,d Test W"for Ware, Penesra0on of Mena/ Rm1 Panel Sy.-by5tadc Worei Pre r He d FCCfRM3 MATER W IOUR�/I16TAwnON Teat speclmen(s)were prodded by[Mderrt. RepresenbthesamWno/the Mst speclmenls1 wl11 lit remind by mrerrek ee,E rota mwmvm of tmryea:allomuM Last ®IspieDandate. The sped-, were hntaR-Ped Int-Sprure, wood reef dal The rest deh for System 41 had ani ter., di-t'n of35.314'. 72-2/4' With lours spaced 24-pier mntawM Ilr plywood stubbed Inn pkce br DM Valley noun anadVnerlti A sheet of R-panel nrM01 rooRrg Was semred Io the test dak for moundnp the anarhmems. The test deck for System p2 had an 'rnedarderw.'ional3S1/4•a60-114•wire ]/1'piyW'aod smbbM herodam/mtheva0rymoun� atmr)vnems. Asheet of corrugated metal rmMg+Vnseared to [he Wert derkformpanJlglM amrhrtwnrs. The Weds, pedme[e"O/theteefdeclowere sealetl riN l'xme. ucnON 4 'EOIIIRAENT Preen,nei oA pP Calibrator-63436 sl. h-)N1O0974 Wtat.S nk n-63316 Tape Measure Ve,ifk U n-637811, szTX7Aa UST Ill oFF10Al OBsERvERS SFSGroup USAlm. kn Moss SFSG-,USltim. V ULMCTtw n-- IMertekg6[ ----------_- Ayk.ly:Ratl, - _ - Imertek BBC - vmm:a7/]M7 p9d1) ns-afo.4PTeshlam Right �2. FOR STANDING SEAM SPECIFIC MECHANICAL LOAD LEST INFORMATION AND CLAMP INSTALLATION INFORMATION ■ .y - PLEASE VISIT. WWVLS-S.COM CONTRACTOR LOGO 0.Rn�� The Right N'ry! "'" Sd.rFlnl Iccol #TITAN S 0 L A R P 0 W E R F/� L ®P REVIEVVEO FOR COODwE CWPLIANCE 0 LC lE COUNTY Al MCC htertek ,plpata,amn4 TFSf RfP.Rr wRSFS GRowtlsA,wc Report hip.: M56@n]-SDta9 D@:4'7/26/xl sElTaala TLET YFGMfN ptS011ProM Pmua015lbk rwldl byt•Imyby2.3/a'Ngh 1 RE enru�MaluMmm� WR - a Nmea625 FbM 3- wise by a• kab by 2.3/4' Mgh Fhe,1/Par x EPDM edrudedalumimvn Wlm D`pM f Pam I-d r' x63RbrelF rr3'bi-3/aaam3 i soen �WMM rW pE Weis • Rm Bntret l0 a]5 Rok EPI1M ?''ride by l3/a'kmg b/ 2-518'h�h ertudedahvNwm .errs EpOM¢nl' FWr Fm S 541arim[YwM 3s/B'Ndeby ]'bn8by l-7/g' h�emudNAgpn, butyl r�66 Wd �nnwaM head welds WMfPDM 6 Tame. ' Versa&a,Ye:-a7 t4 ]-Sn•.Idew:-T/a•hadbr /J/r ANnenrudedalwnbwm rdhbut11-Agpad era 111•.1-112• herwasher rM EPOM camas g rws/a•.r 13 ETTap D2SIk)k- 1-31i6'Wkr•by x'ioraW 31ehlghaanWrdtluNmm MraslWr nerd-n Wr W9m T -$Vpad wfth- .nines O T mpabar a utispates' 1 1 �t(v.,•.paro� �, • 1 •5I MDbce ppD l f]g1703x919; I }- 1 1 t�R If +.+. me: us.G: esa p.,rsrx sv eres[artu+aa L� es .nul ors.sf.+ro. eD�t,P.n.. creacs,,.d,<mc..c�aa•3a m. �-tyrv., 7s,m.,., uP.. )mmrmsmr+Ta,++,.• � anrv:�ie aoluuyn., e'nm�nn SosN m rn asprsw 9'S 64's]re rr ny:,an her rorrm+a a+ax o,A^.^>4<k d�`�Ya„-r'�s¢e.rhi-u taro wazm ad e,r,.'ee�.len ern 'e rr.a»e�u.r•.��aeadam.raa,.rWx re.-+erss,.emr.�ss7..�.ax•.Rms-u as... aec....m Ps.rwnTraoce lun.yw+,r9 s,.r.nww.r�srmr..�s�saan. rM.n.: �bSgKenwlin�•unrn it+rr 'Y Ft.eaz l.'ai'9 �ebm�laeYm.'anr.�nrtuJr 4, r0.p�a b W 'S era vr4rc ,"� Pet ,w rm.mre.avatw.�•v<epaaw..n.r.aa ..rr. mr.w Fora enwrban a:me..m,n-�a,g NILSA REYES 189 NORTHEAST CAPRONA AVENUE PORT ST. LUCIE FL 34983 SHEET NAME: Intertek �7 = TaWWt AssvM t T TEST REPO9r FOR SFS GROUP USA, INC Report No. M56GL01-10944 Date 07/M/21 OOMGcollcl N � USION This report does rot =91tate cer.fionon pl this product nor an opinion pr a ndo rterNnt Lab rattry: nt rtek BBC wdll-Ice this report lartlw embe Test remrd retention Rh Wert Mmrd retention period ends Four years after the test dale. Test tebrt1% such as d drawings, dmashe 6, reprexmattm samples of test sperinmy, or Other RSUnent d9uarentatim will be MOIned fior.0 a entire test raord retention period. Unless differently repdred, Intertek rep" apply the 'SMple Aaeptance n ie, also Shared Funk approach; uF. G&09/2019, Guidelines an Demkn R.I. and Staten COMormlp. SfcnDNe PMO7U6RASH, Vvnbeor/]w Rob Na 1 Syst 81 Pµv7d17 Dm .ainse+r rRrcuTa D rnm o'—en p-r-, lrsia al'.N 1 no Rav4ltmJ n'�ewalvu.nT V x2Gsi13 10: W..a\OAT+M1e:ng �axf undo Jnapplimble rulcaad myvWinmgv ,�dx form .a The anm,e:�Jm radn9k+oa ors mamro,s�am aaalrseq'Mmni-r�tu RER. Pmd�•ea,:mln. w •--din M'ami Uadelbautyacd oU+er era, PLeredlpn,a by me Amm H gluri�.ixu fAW} TIC. NOA stall rwl be a d of me n tali= doe pad W.. the alien D d: C-ey Pmdu,, I Snow Imslinw 1)aJe t'awry) aml'w me Nu lie sa mpv maa n1--., lbde 1 wnN) do Of w msx min pa:octamatmal le»r llm Wa87'e<smare PnaR .sera ppsdunmsa.. u- pe:f ' me aq<d ns+ver, IW mvef m:- nRl iR7n Ibe npervr of .nib m4inE ant VID Li. a.n4r+nalr,:..apn,d tFe a.,nr.mF rndaa,.nnnedd Wima,nn.junanna<nea ree+,n,4e m ¢.ale min umpuas, iCh h deuvuaJ q if ''.Dade CVmy P3Waa CuakPl Secriao,ms mi+ a a 6.11.1.m rows1c rnpinan:N.ofIW appOdrlr Wilding a,tc. this pnMa, iaggnnxd m4TrnTdbcsasl E:n bna dnipmd wrath n come I3..6IAdW eg C' mclanng mrlligh Vd ilyllmdrmcZwco�d� no:Wa UuiUing Code DESCRIPTION: Bosti491(91SRT Snual apolbai4T40SA Adbaisn5ealao, LABRLVG: Fvch®aamdbearapermaveol label xim memavuG:puch name ni Inca rirYs�le vodfol srlog aplrmm TGami-Deis Cmmy Pnnact Cwo-dAppm•d'. calm ebcsnimmlyd Lnein. REn'En'AL of din NOA Ball Wem,ibmlaP ar Aapp4raliuo hm Frs fJal nil mac era bnv rhmp intlevN��aSIc WJJinc udc gatirrlyalf Zing de P.7fmv:rtcvfduspNue. Tmw%Ano\ofm NOA aiO aemrerme npin•.iom deem ift-,ors I-n-km admpeme vsw7ub,uW,ma1'm mavv4 mawnllb prnWs,upsaw+a Muar pl'Ihis NOA aen sxdms. vtufimy Tel ,de.aasniamsm.my omalsmo.esaba:l nuaawdral!Y lmm;�se ddaNT)A. mraplyWimwy +i>aa this HfM WaU teaac fu:mNunrvima As,mmal efNOA AInT:RnSENIFNT: Tne.h-OA em:av )nnnlcd by de rnN. Af DfO h)cd aW f% uxd by np'vadm daemry be dry+la)TdmaArnbivp 8nm:me. If"pnircalms NOA uduptyrd, mra it Wd is ns emk<„•. INSPECTION:Arv,y.f64-im NOA sbdl kpmrid<d rode oast by de m,nuf mite then ant emu W asmlabk Im msps8+m o IneJd silo m demlvertottbe milky GT u,l n6 NOAmsi NO.A Nw17-n3291%cd co-n,ucsufp en I m:uugn 3. ter: subnmoddocuma,xmn rs mxnPd 6v Ala Tgm. RACKING PLAN PROJECT to: ENGINEER OF RECORD: LNG. RAFAEL A. GONZALEZ SOTO, PE TSP111298 DATE: S=3 de DnvaSYN-3 " vat s ws 9d1O53nn70Rnnn,t 7nC�1n DOCUMENTCONTROL UED FOR PERMIT V I DESCRIPTION \ (UPDATED PV MODULE: FROM WELLS 395TOREC360 ENGINEER CONTACT INFORMATION O_W ENGINEERING STAMP &0 ZONTRACTOR CONTACT INFORMATION ATE oF Q "TT ENGIPARTNERS LLC..-_A, SOLAR POWER FL A AN "ORICA.-" # 12221 N US HIGHWAY 301 C.A� 32661 FF. %' 255 GIRALDA AVE �O%1VAL 9 \N THONOTASASSA, FL 33592 CORAL GABLES, FL 33134 DES IGN@ENGIPARTNERS.COM (813) 982 -9001 1721±25 [67.75±0.11 802[31.51 455 [17.91 1000 [391 I I±02 [0.43 ±0.81 20.5 [0.78 � 1:jj&_ 12001471 i. 1 o --4511.51 1 7 3011.181 GENERAL DATA Measurements in mm (in) ICERTIFICATIONS IEC 61215:2016, IEC 61730:2616, UL 1703.- OL 61740 Load`- IEC 61215-21016 Hailstone A54040 2 warrant 1.2m(1721x10I6x30 1 jTypical low irradiance performance ofmodule at STC: + 0 (Wp) I 270' 274 218 282 285: =, temperature 68°F nominal power class (P,� at STC abov IEC62804 IPID IEC61701 Salt Mist IEC 62716 Ammonia Resistance UL1703 !Fire Type Class 2 IEC 62782 Dynamic Mechanical (35m m) 2 NCC 2016 Cyclic Wind Load ISO14001:2004, ISO 9001:2015, OHSAS 18001:2007 & C CIN-US C M UARRANTY O year product warranty 25 yeai, Unear power output warranty Maximum annual pbwer clegression ofO.25% p.a. Guarantees 921X. ofp.weraiter25 years &! Kcc�n itions. for furtherdeta'ils. tMECHANICALDATA ,Dimensions: E7.6x40x mm) 'Area: 18.8 sq ft (1.75 m2) Weight: 43 bs(19.5kg) # S 0 L A R P 0 IN E R TITAN NILSA REYES PROJECTADDRESS: 189 NORTHEAST CAPRONA AVENUE PORT ST. LUCIE FL 34983 PARCEL NUMBER PV MODULES DATA SHEET SHEET NAME: 120 half -cut cells with REC 3-part, 3 bypass diodes, IP67 rated Junction box: i- "? MAXIMUM RATINGS Celltype: I heterojunctioncelitechnology n accordance with IEC62790 i pperationaltemperature: -40-.+85?t lEi strings of M cells in series I 12AWG(4mm2)PVwire,39 47in(1+1.2m) . ..... . Cable: ) in accordance with EN 50618 j system voltage: 1000V Glass: 0.13 in (3.2 mm) solar glass.with - ----- - 1. - . __ . - - -- - - - .. .. - ­ . - - - - - - , - ­ ­ - .ti-reflection surface treatment I - ;Design load (-): snow 4666Pa( 75Ibs/sqft)'t StbubliMC4PV-KOT4/kST4,12AWG(4mri ) .. ........ ... . .... .. Connectors: in accordance with IEC 62852 Paximum test load(+): 7000 Pa (146 lbs/sq ft)* Highly,resistant . Backsheet. polymeric construction IP68onlywhenconnected :Design load ): wind 2666Pa(55.6Ibs/sqft)' .... ... ......J.. Maximum test load 4000 Pa (83.5 Ibs/sq ft * Frame: Ahodizedaluminum,(black) Origin: Made in -51. ,gapore �Mix series fuse rating: 5A ELECTRICAL @ STC_ Product Code: RECxxxAA Black Max reverse current: 25A --- ---- -- -- -- __ Integrated uring from ins! to solar CONTRACTOR LOGO ROJECT ID: OF RECORD: ENGI RAFAEL A. GONZALEZ SOTO, PE TSP1 11298 1 DATE: ENGINEER SHEET TITLE: D-1 SHEETS: a r% A Al DOCUMENT CONTROL UED FOR PERMIT V I DESCRIPTION UPDATED OPTIMIZERS FROM P505 TO P370 Power Optimizer O For North America P320 / P340 P370 P400 / P401 / P405 / P485 / P505 m G N M F PV power optimization at the module -level / Specifically designed to Work with SolarEdge inverters / Up to 25% more energy Superior efficiency (99.5D/D) / Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading / Flexible system design for maximum space utilization solaredge.com / Fast installation with a single bolt / Next generation maintenance with module - level monitoring / Meets NEC requirements for arc fault protection (AFCI) and Photovoltaic Rapid Shutdown System (PVRSS) -/ Module -level voltage shutdown for installer and firefighter safety P �'0..... &CENSF -- • 2�0 �� - - - -- _ No. lar=@9 83104 ENGINEER CONTACT INFORMATION ENGINEERING STAMP 7CONTRACTOR CONTACT INFORMATION ENGIPARTNERS LLC . C.A.32661 '.j s '0R11)p;a�'�` 12221 N US HIGHWAY 301 255 GIRAAVE , , THONOTASASSA, FL 33592 CORAL GABLES,ES, FL 33134 ' 0 DESIGN@ENGIPARTNERS.COM ,'',,` (813) 982 -9001 �.- /-Power Optimizer ' For North America FILE COPY P320 / P34I / P370 / 400./ P401 / P405 / P485-/ P50:5 I INPUT Rated Input DC Power-) 320 1 350 370 400 405 1 485 505 1 W Absolute Maximum Input Voltage (Voc at, lowest temperature) 48 60 80 60 125m 830 Vdc MPPT.Operating Range 8 - 48 8-60 8 - 80 8-60 12.5 - 105 12.5 - 83 Vdc Maximum Short Circuit Current (ISC) 11 11.02 11 10.1 11.75 11 14 Adc Maximum DC Input Current 13.75 12.5 14.65 1 12.5 17.5 Adc Maximum Efficiency 99.5 % Weighted Efficiency 98.8 98.6 % Overvoltage Category II OUTPUT DURING OPERATION (POWER OPTIMIZER_ CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 1 85 1 Vdc OUTPUT DURING -STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREOGE INVERTER OFF) Safety Output Voltage per Power Optimizer . 1 t 0.1 Vdc STANDARD COMPLIANCE EMC FCC Part15 Class 3, IEC61000-6-2, IEC61000-6-3 Safety IEC62109-1 (class 11 safety), UL1741 Material UL94 V-0, UV Resistant RoHS Yes IIT��Fi�i1AI�dG7��]J:14(19[d_Aire] Ll Maximum Allowed System Voltage 1000 Vdc Compatible inverters All SolarEdge Single Phase and Three Phase inverters Dimensions M x L x H) 129 x 153 x 27.5 / 5.1 x 6 x 1.1 129x153x33.5 /S.tx6x1.3 129x153x29.5 /5.1x6x1.16 129x159x49.5/5.1x63x1.9 129x162x59 /S.tx6.4x23 mm I)n Weight (including cables) 630 / 1.4 750 / 1.7 1 655 /1.5 845y 1.9 1064 / 2.3 gr / lb Input Connector MC4m Singlerual or d MC4rn Input Wire Length 0.16/0.52 0.16orO.9s1 /0.52 or 2.95 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 Operating Temperature Range) -40 to +85 / -40 to +185 'C / `F Protection Rating IP68 / NEMA6P Relative Humidity 0 - 100 1 % 0) Rated power of the module at STC vall not exceed the optimeer'Raled Input DC Power'. Modules with up to+556 power tolerance are allowed (2) NEC 2017 recuires max input voltage be not more than 80V (3) For other connector types please contact SolarEdge (4) For dual verson for paralel connection of lwo,rnodules use P485-4NMDMRM. In the use of an odd number of PV modu!es in one string, installing one P485 dual version power optimizer connected to one PV module. When connecting a single module seal the unused input connectors with the supplied pair of seals (5) Longer inputs wire length are available for use. For 0.9m input wire length order P401-=Ll (6) For amixent temperature above +85 C / r 1859F power de -rating rs applied. Refer to Power Optimizes Temperature DrRating Techrdca! Note for more details Minimum String Length P400 FA01 - 8 10 18 1 (Power Optimizers) P405, P485, P505 6 8 14 Maximum String Length (Power Optimizers) 25 I 25 SOry 5700 (6000 with Maximum Power per String SE7600-US • SE11400- 5250 6000n0 12750111, I W Us) Parallel Strings of Different Lengths or Orientations Yes (7) For detailed string sizing information refer to:htipjAwnvsolaredge.com/sites/defaulVFes/string-siziig m-pdf (8) It is not allowed to mix P405/1'485/P505 with P320/P340,rP370/P400/P401 in one string (9) A string with more than 30 optimizers does not meet NEC rapid shutdown requirements: safety voltage will be above the 30V requirement (10) For 208V grid: B is allowed to install up to 6,500W per string when the maxlrulm power dfierence between each string is 1,000W (11) For 277/480V grid. 8 is allowed to install up to 15,000W per string when the maximum power difference between each string is 2,000W ® SolarEdge Tachnalogie Ltd. All rights -ad. SOLAREDGE, the SolarEdge logo, OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Inc All other trademarks meners mentioned herein are trademarks of their respective ownDate: 08/2021 DS-000044-124,Lk Subject to change without notice. OR. RoHS CONTRACTOR LOGO #TITAN S O L A R P 0 W E R CUSTOMER: NILSA REYES PROJECT ADDRESS: 189 NORTHEAST CAPRONA AVENUE PORT ST. LUCIE FL 34983 PARCEL NUMBER: 341953002260003 SHEET NAME: SMART MONITORING DATA SHEET PROJECT ID: ENGINEER OF RECORD: ENG. RAFAEL A. GONZALEZ SOTO, PE TSP111298 DATE: D=2 SHEETS: Q nF in Single,'Phase Inverter with HID -Wave Technology for North America SE3000H-US / SE3800H-US / SESOOOH-US / $E6000H U$ SE7600H-U5 SE10000H-US / SEIIAOOH-US O 0 ® O solar =� JAN Optimized installation with HD -'Wave technology. i Specifically designed to work with power optimizers / Record -breaking 99% weighted efficiency / Quick and easy inverter commissioning directly from a smartphone using the SolarEdge SetApp / Fixed voltage inverter for longer strings / Integrated arc fault protection and rapid shutdown for NEC 2014 and 2017, per article 690.11 and 690.12 solaredge.com DOCUMENTCONTROL UED FOR PERMIT V I DESCRIPTION / UL1741 SA certified, for CPUC Rule 21 grid compliance / Small, lightweight, and easy to install both outdoors or indoors / Built-in module -level monitoring Optional: Faster installations with built-in consumption metering (1 % accuracy) and production revenue grade metering (0.5%D accuracy, ANSI C12.20) ��� �,�' '• %GENS / ��•� �r-NRNo. 83104 — ENGINEER CONTACT INFORMATION ENGINEERING STAMP QDNTRACTOR CONTACT INFORMATION ENGIPARTNERS LLC , STATE OF TAN SOLAR POWER FL C.A.32661 /// •,�(OR�vP •' �� 1� 12221 N US HIGHWAY 301 255 GIRALDA AVE CORAL GABLES, FL 33134 �S® ■ •,�r� �� THONOTASASSA, FL 33592 DESIGN@ENGIPARTNERS.COM 1, (813) 982 -9001 / Single Phase Inverter with H D-Wave TeG -n0 Ogy for North America SE3000H=US / SE3800H-US./ SE5000H-US / SE6000H-US/ SE7600H-US I SE10000H-US / SE1140OH-US Rated AC Power Output 3000 3800 @240V 5000 6000 @ 240V 7600 10000 I 11400,@'240V VA 3300 @ 208V 5000.@ 208V _ 10000 @ 208V. Maximum AC Power output 3000 3,800 @ 240V 5000 6000 @ 240V 9600 100D0 11400 @ 240V VA 3300 @ 208V 5000 @ 208V 10000 @ 208V AC Output Voltage Min.-Nom.-Max , ✓ ✓ ✓ ✓ ✓ ✓ Vac (Z11 - 240 - 264) AC Output Voltage Min: Nom.-wax. - ✓ _ ✓ _ _ ✓ Vac (183 - 208 - 229) AC Frequency (Nominal) 59.3- 60- 60.511� Hz Maximum Continuous Output 12.5 16 21 25 32 42 47.5 A Current @240V Maximum Continuous. Output _ 16 - 24 - - 48.5 A Current 0208V Power Factor 1, Adjustable- 0.85 to 0.85 .GFDI Threshold 1 A Utility Monitoring. Islanding Protection, Yes Country Configurable Thresholds - , INPUT Maximum DC Power @240V 4650 5900 1 7750 9300 1 11800 1 15500 1 17650 W Maximum DC Power @208V - 5100 1 - 7750 15500 W Transformer -less Ungrounded Yes _Maximum Input Voltage 480 Vdc Nominal DCInput380 400 _ Vdc Maximum Input Current @240VW 8:5 10.5 13.5 16.5 20 27 30.5 Adc Maximum Input Current @208Vf�1 9 113.5 27 Adc Max. Input Short Circuit Current 45 Adc Reverse -Polarity Protection Yes Ground -Fault Isolation Detection 60OWSensitivity Max imumInverter Efficiency -99 99.2 % CEC Weighted Efficiency 99 49 @ 240V98 5 @ 208V % Nighttime. Power Consumption < 2.5 1 VJ Pt For other regional settings please contact Solar Edge support 9) A higher current source maybe used; the inverter will limit its -input current to the values stated CONTRACTOR LOGO CUSTOMER: TITAN PROJECTA[ SOLAR P O W E R NILSA REYES 189 NORTHEAST CAPRONA AVENUE PORT ST. LUCIE FL 34983 SHEET NAME: INVERTER DATA SHEET PROJECT ID: ENGINEER OF RECORD: ENG. RAFAEL A. GONZALEZ SOTO, PE TSP111298 DATE: SHEET TITLE: D-3 SHEETS: in nF in 'i6'1953nn776nnn3