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Home My WebLink About24-7708 (2)Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. I -" ;PE �I A TOR &4 SIGNATURE C A TOR SIGNATURE P IT OFFICE PERMIT EXPIRES 6 MONTHS WITHOUT APPROVED INSPECTION I III, "I mm 1J _I UtbUKIIJ 1UN V MODULES: (17) SILFAB PRIME SIL-380 HC BY I LFAB PTIMIZERS: (17) S440 BY SOLAREDGE PROJECT s INFORMATION 30JECT LATITUDE 28246279777145578 MIN AMBIENT TEMP -1 ° C OJECT LONGITUDE 82,1739369032433 MAX AMBIENT TEMP 35 ° C AHJ ZEPHYRHILIS CITY WIND EXPOSURE g DESIGN WIND SPEED 138 MPH 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 [L`i411IL11:4��IN1111[011 ER FL, STATUTE 377.705 (REVISED 7/1/2017), 1 RAFAEL A. GONZALEZ OTO, P.E. 83104 AN ENGINEER LICENSED PURSUANT TO CHAPTER 71, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL OMPONENTS ARE DESIGNED AND APPROVED USING THE TANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE '_ORIDA BUILDING CODE. PPLICABLE CODES: 2023 FLORIDA BUILDING CODE 8TH EDITION, SCE 7-22 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER TRUCTURES, FFPC 7TH EDITION, NFPA 2018, NFPA 70 AND NEC 2020, ONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE ISTALLED AND SEALED PER 2023 FLORIDA BUILDING CODE 8TH DITION OR LOCAL GOVERNING CODE. LL WIRING METHODS AND INSTALLATION PRACTICES SHALL ONFORM TO THE NATIONAL ELECTRICAL CODE (NEC) 2020, LOCAL TATE CODES, AND OTHER APPLICABLE LOCAL CODES, MEANS HALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYING ONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALL THEIR CONDUCTORS IN THE BUILDING. CONNECTORS TO BE ORQUED PER DEVICE LISTING, OR MANUFACTURERS ECOMMENDATIONS. NON -CURRENT CARRYING METAL PARTS SHALL E CHECKED FOR PROPER GROUNDING. EQUIRED SAFETY SIGNS AND LABELS SHALL BE PERMANENTLY TTACHED BY ADHESIVE, OR OTHER MECHANICAL MEANS, LABELS HALL COMPLY WITH ARTICLE 690 VI OF THE NEC 2020 OR OTHER PPLICABLE STATE AND LOCAL CODES. SEE LABELS AND MARKING AGE FOR MORE INFORMATION. ACKING ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWING ANUFACTURERS INSTRUCTION SPECS, INCLUDING ALL GROUNDING /EEB CLIPS, GROUND LUGS, AND RAIL SPLICE KITS FOR ELECTRICAL ONTINUITY. ECAWIND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSED UILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USING SCE 7-22 EQUATION 30.3-1. ALL NOTES IN FIGURES ASCE 7-22 30.3-1 NO 30,3-2(A,B,C,D,E,F AND G) HAVE BEEN INCORPORATED. MEAN OOP HEIGHT MUST BE LESS THAN 60 FEET, mgm IRRADIANCE e r! MAP m A i L DOCUMENT CONTROL DATE sCAD eCAD ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: JEAN ROSSON TITAN SOLAR POWER FL — COVER PROJECT ADDRESS: 901 ARMSTRONG BIVD, 6103 18TH STREET KISSIMMEE, FL 34741 STITA ZEPHYRHILLS FL 33542 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: 9 0 t A R P D W E R ENG. RAFAEL A. coNZALEz soro, PE �^. JED fOR PERMIT 03A4-24 EF OR ENGIPARTNERS LLC Rafae{ A eCAD o t c C.A. 32661 GOIlZdI2Z _ 1692 NW 82 AVE - Soto DORAL, FL 33126 ". = 2024.03.25 DESIGN ENGIPARTNERS.COM V DESCRIPTION DATE sCAD --- -- ___-_ _.-_-_ @ 10:55:40 PARCEL NUMBER; "" _.__. _ _--___--_—_.— _ (813)982-9001 TSP168768 C-1 DATE: 833 - 888 - 3644-04'00' #EC13009924 - - - - - D 03-04-24 FKUJ17-(; I Utti(;KIP 11 0 0� 'VERTER: (1) SE760OH-US ENERGY HUB BY WLAREDGE PROJECT INFORMATION 40JECT LATITUDE 28,246279777145578 MIN AMBIENT I OJECT LONGITUDEMAX AMBIENT TEMP 35 WIND EXPOSURE B AHJ ZEPHYRHILLS CITY DESIGN WIND SPEED 138 MPH 1111till ['jk ' C-2 SAFETY PLANS E-1 ONE UNE 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-3 I INVERTER DATA SHEET i GENERAL NOTES ER FL. STATUTE 377.705 (REVISED 7/1/2017), 1 RAFAEL A. GONZALEZ OTO, P.E. 83104 AN ENGINEER LICENSED PURSUANT TO CHAPTER 71, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL OMPONENTS ARE DESIGNED AND APPROVED USING THE TANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE LORIDA BUILDING CODE. PPLICABLE CODES 2023 FLORIDA BUILDING CODE 8TH EDITION, SCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER TRUCTURES, FFPC 7TH EDITION, NFPA 2018, NFPA 70 AND NEC 2020. ONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE JSTALLED AND SEALED PER 2023 FLORIDA BUILDING CODE 8TH DITION OR LOCAL GOVERNING CODE, LL WIRING METHODS AND INSTALLATION PRACTICES SHALL ONFORM TO THE NATIONAL ELECTRICAL CODE (NEC) 2020, LOCAL TATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEANS HALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYING ONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALL THEIR CONDUCTORS IN THE BUILDING. CONNECTORS TO BE ORQUED PER DEVICE LISTING, OR MANUFACTURERS ECOMMENDATIONS. NON -CURRENT CARRYING METAL PARTS SHALL E CHECKED FOR PROPER GROUNDING. EQUIRED SAFETY SIGNS AND LABELS SHALL BE PERMANENTLY TTACHED BY ADHESIVE, OR OTHER MECHANICAL MEANS, LABELS HALL COMPLY WITH ARTICLE 690 VI OF THE NEC 2020 OR OTHER PPLICABLE STATE AND LOCAL CODES. SEE LABELS AND MARKING AGE FOR MORE INFORMATION, ACKING ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWING !ANUFACTURERS INSTRUCTION SPECS, INCLUDING ALL GROUNDING IEEB CLIPS, GROUND LUGS, AND RAIL SPLICE KITS FOR ELECTRICAL ONTINUITY. ;ECAVIAND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSED UILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USING SCE 7-22 EQUATION 30.3-1. ALL NOTES IN FIGURES ASCE 7-22 30.3-1 ND 30.3-2(A,B,C,D,E,F AND G) HAVE BEEN INCORPORATED. MEAN OOF HEIGHT MUST BE LESS THAN 60 FEET. DOCUMENTCONTROL JED FOR PERMIT V TDESCRIPTION LOCATION MAP WIND ZONES N.T.S. IRRADIANCE MAP N.T.S. ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC CA. 32661 1692 NW 82 AVE DORAL, FL 33126 DESIGN(PENGIPARTNERS.COM 833 - 888 - 3644 ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL Rafael A 901 ARMSTRONG BLVD, Gonzalez Soto KISSIMMEE. FL 34741 2024.03.05 08:27:10 -04'00, (813) 982 -9001 #EC13009924 �IJ CONTRACTOR LOGO I&T-Fl, T I TAN S 0 L A F P 0 'N E R N.T.S. CUSTOMER: JEAN ROSSON PROJECT ADDRESS. 6103 ISTH STREET ZEPHYRHILLS FL 33542 PARCEL N_UMBER:_____________ 02-26-21-0180-00000-0400 SHEET NAME: PROJECT ID.' ENGINEER OF RECORD: I SHEET TITLE: ENG RAFAEL A G.NZALEZ SOTO, PE SP16 T 8768 DATE: 03-04-24 FA-h-mm 0� PROPERTY LINE NORTH N k > is x J AV STRING INVERTER #11 11 PV DISCONNECT-1 EXISTING ELECTRIC METER INSTALLERS URGENT CAR LOCATION OF NEAREST URGENT CARE FACILITY NAME ADDRESS: PHONE NUMBER: NOTES: 1. INSTALLERS SHALL DRAW IN DESIGNATED SAFETY AREA AROUND HOME 2. SHALL UPDATE NAME ADDRESS AND PHONE NUMBER OF NEAREST FACILITY RELATIVE TO THE SITE BEFORE STARTING WORK DOCUMENT CONTROL DATE SCAD CAD ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER JED FOR PERMIT 03-04-24 EF JEAN ROSSON OR ENGIPARTNERS LLC Rafael A TITAN SOLAR POWER FL V DESCRIPTION DATE CAD eCAD PROJECT ADDRESS C A, 32661 Gonzalez 901 ARMSTRONG BLVD, 1692 NW 82 AVE 6103 18TH STREET Soto 33 DORAL, FL 33126 14m KISSIMMEE. FL 34741 *TITAN ZEPHYRHILLS FL 542 2024.03.25 S 0 L A P. P 0 W E R DESIGN@ENGIPARTNERS.COM 10:56:05 (813) 982 -9001 833 - 888 - 3644 -04'00' #EC13009924 02-26-21-0180-00000-0400 SHEET NAME: SAFETY PLAN PROJECT ID: ENGINEER 01 RECORD: SHEET TITLE ENG RAFAEL A GONZALEZ SOTO, PE 1 C-2 TSP168768 DATE S,_04-24 JED FOR PERMIT V I DESCRIPTION PROPERTY LINE \N ' ':'y 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 DOCUMENT CONTROL I DATE sCADJeCADJ ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: - 03-04-24 EF OR ENGIPARTNERS LLC Rafael A TITAN SOLAR POWER FLJEAN ROSSON DATE CAD CAD CA 32661 Gonzalez 901 ARMSTRONG BLVD, PROJECTADDRESS: SAFETY PLAN 6103 18TH STREET ZEPHYRHILLS FL (aTITAN 33542 1692 NW 82 AVE Soto DORAL, FL 33126 KISSIMMEE, FL 34741 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: �2024.03.05 0 L A R P 0 W R L , S ENG. RAFAEL A. GONZALEZ SOTO, PE 08:27:38 (813)982-9001 8 DESIGN@ENGIPARTNERS.COM PARCEL NUMBER: TSP16876 DATE: DATE: C-2 02-26-21-0180-00000-0400 833 - 888 - 3644 04'00' #EC13009924 [03-04-24 WIRE SIZES, QUANTITY & TYPE RACEWAY SIZE, TYPE & LOCATION WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION WIRE DE -RATED CALCULATION CONDUCTOR NEUTRAL GROUND RACEWAY RACEWAY RACEWAY OUTPUT 125% OFMIN VOLTAGE CONDUIT AMBIENT # OF WIRE TAG QTY. SIZE & TYPE QTY. SIZE & TYPE QTY. SIZE & TYPE SIZE & TYPE LOCATION HEIGHT CURRENT OUTPUT OCPD WIRE TEMPERATURE CONDUCTORS DE -RATES DIST. VOLTAGE DROP % FILL ABOVE ROOF CURRRENT RATING AMPACITY COEFFICIENT COEFFICIENT DC (BEFORE JB) (4) #10 AWG PV WIRE N/A (1) #6 AWG BARE COPPER NOT APPLICABLE UNDER ARRAY 1/2" TO 3-1/2" 15A 18.8A 20A 40A 0.76 1 30A 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 0.76 0.8 24.3A 20 FT, 350V 0.21% 8.1% AC (INVERTER TO METER) (2) #6 AWG THWN-2 (1) #6 AWG THWN-2 (1) #8 AWG THWN-2 3/4" EMT CONDUIT EXTERIOR WALL "N/A" 32A 40.OA 40A 75A 1 1 75A 5 FT, 240V 0.1% 7.7% STRING #1 -� 11.1 1.2 1^3 1.4 t 5 1.6 1.7 1^8 1^9 1.10 -III L -�-+IL -'-'IL -III -'AIL_ - --II 1' L- PV RAILS TO BE BONDED WITH #8 BARE WIRE STRING #2 -y 2A 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 2.10 h1.T.S. LEGEND: 7 40A �0✓ FUSED SITE CT'S EXISTING UNDERGROUND SERVICE 10 11 240V/120V 3 # 3/0 THWN-2 9 )150A INVERTER TOTAL OUTPUT: 32A METER $ SAFETY RATING (125%): 40.00A TOTAL PV SYSTEM OCPD: 40A MAIN BREAKER RATING: 150A BUS BAR RATING: 150A IN COMPLIANCE WITH NEC CODE 705.12(A) 1 #6 THWN-2 GROUND (20) SILFAB PRIME SIL-380 HC BY SILFAB REFER TO D-1 SHEET 2 #10 PV WIRE PER STRING 1 #6 BARE WIRE GROUND NEMA3R JUNCTION BOX 3/4" EMT CONDUIT 2 #10 THWN-2 PER STRING 1 #8 THWN-2 GROUND SE760OH-US 240V ENERGY HUB INVERTER FROM SOLAREDGE 2 #6 L1,L2 THWN-2 1 #8 THWN-2 GROUND 1 #6 THWN-2 NEUTRAL 3!4" EMT CONDUIT 3/4" EMT CONDUIT REFER TO D-3 DATASHEET El PV SYSTEM DISCONNECT - 60A RATED WITH 40A FUSES 2 #6 L1,L2 THWN-2 1 #6 THWN-2 NEUTRAL PV INTERCONNECTION POINT - SUPPLY SIDE 3/4" EMT CONDUIT EXISTING INTERIOR MDP RATED 150A UTILITY ELECTRICAL SERVICE NOT USED DOCUMENT CONTROL JED FOR PERMIT DATE 03-04-24 sCAD EF eCADI ENGINEER CONTACT INFORMATION OR ENGIPARTNERS LLC eCAD C.A. 32661 1692 NW 82 AVE DORAL, FL 33126 DESIGN@ENGIPARTNERS.COM 833-888-3644 ENGINEERING STAMP Rafael A ° F Gonzalez -. Soto ��„ ., - `2024.03.05 08:28:28 04'00' - CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL 901 ARMSTRONG BLVD, KISSIMMEE, FL 34741 (813) 982 -9001 #EC13009924 CONTRACTOR LOGO ,t ' "� " S O L A R R A Sid E R CUSTOMER: JEAN ROSSON PROJECTADDRESS: 6103 18TH STREET ZEPHYRHILLS FL 33542 PARCEL NUMBER: 02-26-21-0180-00000-0400 SHEET NAME: ONE LINE RISER DIAGRAM PROJECTID: ENGINEER OF RECORD: SHEET TITLE: ENG. RAFAEL A. GONZALEZ SOTO, PE TSP 168768 DATE: 03-04-24 V DESCRIPTION DATE sCAD INVERTER#1 AC DISCONNECT, PER CODE: NEC 1 1027 (C) OSHA 1910.145(fI(7) IN-AmismirsTowillralls SWITCH TO THE "OFF" POSITION TO awjt.�iZ LABEL LOCATION: AC DISCONNECT # k"llok"IM # Im mlim-im"'ll DOCUMENTCONTROL JED FOR PERMIT DATE 03-04-24 6CAD eCAD EF I OR V DESCRIPTION DATE sCADjeCAD ENGINEER CONTACT INFORMATION I ENGINEERING STAMP ENGIPARTNERS LLC C k 32661 1692 NW 82 AVE DORAL, FL 33126 DESIGN@ENGIPARTNERS.COM 833 - 888 - 3644 Rafael A Gonzalez S.I. 2024,010S 08:28:53-04'00' LABEL LOCATION: AC DISCONNECT MAIN SERVICES DISCONNECT, DC CONDUIT PER CODE: NEC 690.31 (G) (3) POINT OF INTERCONNECTION PER CODE: NEC 705.12 (13)(3) am 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) 11 jwl I I'll j� I 111 1101 iiii aw A (&TI IAN S 0 L A R P 0 W E R F L 0 R I D A 901 ARMSTRONG BLVD, KISSIMMEE, FL 34741 1-855-SAY-SOLAR POWER TO THIS BUILDING IS ALSO GENERAL NOTE: SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN- ADHESIVE FASTENED SIGNS: T-HE LABEL SHALL BE VISIBLE, REFLECTIVE AND SUITABLE FOR A 3 4 THE ENVIRONMENT WHERE IT IS INSTALLED [NFPA 1, 11.12.2.11 N WHERE REQUIRED ELSEWHERE IN THIS CODE, ALL FIELD APPLIED LABELS, WARNINGS, AND MARKINGS SHOULD F COMPLY WITH ANSI Z535.4 [NEC 110.21 (B) FIELD MARKING]. I 4ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF PER CODE: NEC 690.56 (B), NEC705,10 PROPERLY ADHERED. VINYL SIGNS SHALL BE WEATHER RESISTANT [IFC 605.11.1.31 CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL 901 ARMSTRONG BLVD, KISSIMMEE. FL 34741 (813) 982 -9001 #EC13009924 CONTRACTOR LOGO #TITAN 5 0 L A R P 0 Vi E R PARCEL SHEET NAME: JEAN ROSSON SAFETY LABELS 6103 18TH STREET ZEPHYRHILLS FL 33542 02-26-21-0la0-00000-0400 PROJECT ID: RECORD: SHEET TITLE: ENGINEER OF RECO ENG AEL A GON kLEZ SOTO PE 7: TSP168768 DAfE . ...... E-2 03_,j4_24 sit GE-1-703 CERTIFIED MAX. DESIGN LOAD 112.8 psf APPLIED WIND LOAD :-26.40 psf I NOTES: -INSTALL MID CLAMPS BETWEEN SILFAB PRIME MODULES AND ENDS CLAMPS AT THE SIL-380 HC END OF EACH ROW OF MODULES. -ALUMINUM RAILS SHOULD ALWAYS BE SUPPORTED BY MORE THAN ONE FOOTING ON BOTH SIDES OF THE SPLICE. Z�n ZONE 1: 100% -26.40(l.00) =-26.40psf OBS ROOF OBSTRUCTIONS NON -EXPOSED MODULES EXPOSED MODULES EDGE MODULES TRUSSES OR RAFTERS ROOF MOUNTS & RAIL ROOF SLOPE ROOF'S GENERAL NOTES: I- 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 TIMATE WIND SPEED 1401mph 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. SIGN WIND SPEED 1381mph ;K CATEGORY ii POSURE CATEGORY e ,OF SLOPE 25 OF TYPE GABLED ROOF INSPECTION NOTE: ,TERNAL ROOF TYPE ASPHALT SHINGLES A PANEL IS DEFINED AS EXPOSED IF D1 TO THE ROOF EDGE >0.5H AND ONE OF THE FOLLOWING APPLIES: 1. D1 TO THE ADJACENT ARRAY > 4 FT (1.2 M) OR 2. D2 TO THE NEXT ADJACENT PANEL> 4 FT. (1.2 M) ESSURE ZONE: 1&2 AN ROOF HEIGHT: 13,869' MEAN ROOF HEIGHT 6.93 2 14 RIMETER WIDTH: 3.49 ASCE 7.22 - 29.4-7 DESIGNED WIND PRESSURES: p = qh (GC P) N) ( Ya) 0.85 1.0 0.573 LOCITY PRESSURE (q) = 0.60*0.00256* KHKZTKDV LOCITY PRESSURE (ASD) 1 1616 1- NON EXPOSED EXPOSED JARRAY EQUALIZATION T GE FACTOR: 1 0 YE = EDGE FACTOR 1 5 E - FACTOR: 08 I -ya =10.7 '0 TERNAL PRESSURE COEFFICIENT Z1 0.7 -1.50 0,6 TERNAL PRESSURE COEFFICIENT Z2 - 0,7 2.50 TERNAL PRESSURE COEFFICIENT Z3 0.7 -3.0 .0 0A 'ERNAL PRESSURE COEFFICIENT 0.18 NON 0.2 PRESSURES EXPOSED EXPOSED MAX MAX ONES (PSF) PRESSURES PRESSURES SPAN CANTI- 0 :3 0 (PSF) (FT) LEVER (IN) (PSF) 23.93 -17.60 -26.40 2' 8 -3817 -29.33 -4400 2' 8 -45.30 -35.20 -52.79 T-2 8 TAL )OF AREA TAIL MODULES 17 TAL PHOTOVOLTAIC AREA: 334.351sq.-ft TAL PERCENTAGE AREA OF PV SYSTEM: 13.44 NO LOAD (PSF) -26.40 TAL WIND LOAD (LBS): -8,826.84 TAL ROOF MOUNTS: 64 NSION FORCE PER MOUNT (LBS): -13T92 DOCUMENT CONTROL JED FOR PERMIT V DESCRIPTION 1 10 190 1000 Effective Wind Area, ft' ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC C.A. 32661 1692 NW 82 AVE DORAL, FL 33126 DESIGN@ENGIPARTNERS.COM 833 - 888 - 3644 ENGINEERING STAMP Rafael A Gonzalez --Soto 2024.03.25 10:56:42 -04'00' CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL 901 ARMSTRONG BLVD, KISSiMMEET FL 34741 (813) 982 -9001 #EC13009924 CONTRACTOR LOGO (&T I TAA N 5 0 L A P. A 0 W E R CUSTOMER JEAN ROSSON PROJECT 6103 18TH STREET ZEPHYRNILLS FL 33542 02-26-21-01 K-00000-04GO SHEET NAME: STRUCTURAL PLAN PROJECT ID: ENGINEER OF RECORD SHEET TITLE: ENG RAFAEL A GONZALEZ SOTO PE TSP168768 DATE 03-04-24 met UL 1703 CERTIFIED MAX. DESIGN LOAD 112.8 psf APPLIED WIND LOAD : -28.20 psf NOTES: -INSTALL MID CLAMPS BETWEEN SILFAB PRIME t 4 MODULES AND ENDS CLAMPS AT THE SIL-380 HC END OF EACH ROW OF MODULES. -ALUMINUM RAILS SHOULD ALWAYS BE SUPPORTED BY MORE THAN ONE FOOTING ON BOTH SIDES OF THE SPLICE. WORST+MODULE: # •# . ZONE 2: #. • #'# 44# i #) =-2&20psf TIMATE WIND SPEED 140 mph SIGN WIND SPEED 138 mph iK CATEGORY II POSURE CATEGORY B ICE SLOPE (°) 25 )OF TYPE GABLED TERNAL ROOF TYPE ASPHALT SHINGL ESSURE ZONE: 1&2 AN ROOF HEIGHT: 13.369' MEAN ROOF HEIGHT 6.93 ' 2 14 „ RIMETER WIDTH: 3.49 0.85 1.0 0.573 OBS ROOF OBSTRUCTIONS ----- i NON -EXPOSED MODULES EXPOSED MODULES I rim l ! /al EDGE MODULES s s ROOF MOUNTSRAIL ROOFSLOPE ROOF'S GENERAL NOTES. 1- CONTRACTOR/INSTALLER TO VERIFY ROOF CONDITIONS FOR PROPER INSTALLATION OF THE PV SYSTEM. 2- CONTRACTORIINSTALLER 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: A PANEL IS DEFINED AS EXPOSED IF D1 TO THE ROOF EDGE >0.5H AND ONE OF THE FOLLOWING APPLIES: 1. D1 TO THE ADJACENT ARRAY > 4 FT (1.2 M) OR 2. D2 TO THE NEXT ADJACENT PANEL> 4 FT. (1.2 M) LOCITY PRESSURE (q) = 0.60`0.00256' KHKZTKDV2 LOCITY PRESSURE (ASD) 1 16.76 NON EXPOSED EXPOSED ARRAY EQUALIZATION GE FACTOR: yE = 1.0 EDGE FACTOR: yE = 1.5 FACTOR: : 0. Q _ 0.7 TERNAL PRESSURE COEFFICIENT Z1 0.7 -1.50 m O TERNAL PRESSURE COEFFICIENT Z2 0.7 -2.50 TERNAL PRESSURE COEFFICIENT Z3 0.7 -3.0 T- . -ERNAL PRESSURE COEFFICIENT 0.18 NON 10.2 PRESSURES EXPOSED EXPOSED MAX MAX ONES (PSF) PRESSURES PRESSURES SPAN CANTI- (PSF) (PSF) (FT) LEVER (IN) u2i -23.93 -1T60 -26.40 1 2- 8 -38.17 -29.33 -44.00 2' 8 45.30 -35.20 -52.79 2' 8 TAL ROOF AREA 2487.08 sq.-ft TAL MODULES: 20 TAL PHOTOVOLTAIC AREA: 393.35 sq.-ft TAL PERCENTAGE AREA OF PV SYSTEM: 15.82 % ND LOAD (PSF): -28.20 ,TAL WIND LOAD (LBS): -11,092A7 TAL ROOF MOUNTS: 80 NSION FORCE PER MOUNT (LBS): -138.66 DOCUMENTCONTROL DATE sCADiICA'. 'JED FOR PERMIT 63-64-2'I EF OR U I DESCRIPTION I DATE 6CADI.CA. 2 10 100 1000 E e ive Wiz Area, ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC C.A. 32661 1692 NW 82 AVE DCRAL, FL 33126 DESIGN@ENGIPARTNERS-COM 833 - 888 - 3644 ENGINEERING STAMP Rafael A Gonzalez a =Soto 2024:03.05 08.32.14 -04`00' CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL 901 ARMSTRONG BLVD. KISS€MMEE. FL 34741 (813) 982 -9001 #EC13069924 m )IODULETYP. SEE D-1 OOF FACE 1 T=25° MUTH= 180° (S) 7" CONTRACTOR LOGO CUSTOMER: SHEET NAME: TITAN JEAN ROSSON pp aiai y-r� � T� AC. 1 LA PROJECTADDRESS: 18TH STREET ZEPHYRHILLS FL (&6103 33542 PROJECT ID: OF RECORD: SHEET TITLE: 3 0 T A R P D ` E R TSP1i37g979702-26-21-0130-00000-0400 FENGINEER AEL A. GONZALEZ SOTO. PE ®agPARCELNUMBER: ATTACHMENT DIAGRAM zROWS oFRAILS PER MODULE pvMODuLE SPECIFICATION SEE DATA SHEET D-1 MP ASSY 2x*TRUSSES 2ro,o. PCFI. EBDET O." � \----AnpxALT SHINGLES BOLT nnerssFENDER WASHER SEAL BASE MOUNT TO EXISTING ROOF UNDERLAYMENT WITH ROOF SEALANT AND MEMBRANE \v\\\||///// EXIST. exwu TRUSSES OR AFTERS PLACE BOLT mc.L.e TRUSS OR RAFTER Spruce, Pine, Per inch Thread Depth i SS Lag Bolt 5/16" x 4" Min. Thread Depth MIA L-2-6-6--lbs. x 3 in = 798 lbs.7��= Allowable Pull Out Strength per Lag Bolt Max. Pull Out Strength Required per Lag Bolt Lag Bolt Pull Out Strength Safety Factor ASCE7-18Velocity Pressure qz10=0,00250KzKztKdV2 Where: qz1O=ASCE7'1Ovelocity 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 7-10 maps referred to as ultimate wind speed maps in202OFBC Auonexample, for enarray having unarea of15O.O4aq.-ft..the total uplifting (resultant) force acting on the array would be -39.1 psf x 158.04 sq. ft. =-6.179.304lb. Knowing this resultant force, the design engineer can now determine the number of attachment points and the size of the mounting hardware necessary tosafely carry this load. Live Loads. Live loads associated with photovoltaic systems are usually assumed to be distributed uniformly and are small, onthe order of4psfo/less. 1. Determine location for the Mount on roof by drilling through the center mftruss from bottom with 5/32"drill bit. 2. Mark mounting holes for Mount on underlavnomnt. Mounting holes should becentered onthe trusses, 3. Drill 15/64~pilot hole. 4.Apply sealant bobottom ofMount. 5. Place Mount over roof undedaymentwith holes inroof. G.Apply sealant tubottom ofMount, apply sealant tolag screws and fasten Mount securely totrusses. 7. Apply additional sealant to top assembly to be sure all penetrations are sealed. DISTRIBUTED LOAD CALCULATIONS PV MODULES & RACKING MODULE WEIGHT WEIGHT I TOTAL ARRAY AREA = 936.00 LBS / 393.35 SQFT HENCE. ROOF WILL CARRY THE ADDITIONAL SOLAR SYSTEM LOAD Uni-Rac Specs. Lag pull-out (withd rawal)_ca pacifies PUS in tVpical roof lumber (ASD) Douglas Fir, Larch Douglas Fir, South Engelman Spruce, mdgopolePine (wxn1*nnIF &mo:*4 Hem, Fir, Redwood (dose grain) Hem, Fir (wvxx) Southern Pine Spruce, Pine, Fir STAINLESS STEEL Lag screw specifications Specific 11,6" shaft, * gra vity per inch thread depth R Spruce, Pine, Fir (Emcmillion psi and higher grades mmseand wsu 0.50 266 DOCUMENT CONTROL DATE �CAD CAD ENGINEER CONTACT INFORMATI ENGIPARTNERS LLC Rafael A TITAN SOLAR POWER I'L P_R0j_E&T _ADDRESS_: - - RACKING PLAN Gonzalez 901 ARMSTRONG BLVD. 1692 NW 82 AVE V DESCRIPTION DATE CAD CAD DORAL, FL 33126 33542 PROJECT ID: ENGINEER OF RECORD: E: o4oies: k I) I nreaa mus-E u Trusses or other stru,# building structure. (2) Lag Bolts must be structural member. (3) These values are i (4) This table does necessary, contac bolt size with regai (5) Install lag bolts wit (no gap). Do nor o (6) Withdrawal design shall be multiplied if necessary. Se�, Wood Council ND�` E� U1T1Ue0C]eC1 in ine slue grain of a 7ural member integral with the It. Mr" C11MCipff M 1' Struetural Adh-NeSPM—t located in the middle third of the lot valid for wet services. iot include shear capacities. Ifeta.Lan. —A M—,, a local engineer to specify lag 1-111'1.'.1. A.1 d to forces. 111P n b d ill —1, 'Ell shear i head ad washer flush to surface III,& -E (.1 (er-torque. ..... values for lag screw connections 17 lC�— by applicable adjustment factors table 10.3.1 in the American Z'" .'gIl 3 C, 2� �—I, f for Wood Construction. d .-,I I 73522 LIAPUIWNA f MIA U by TkTE OF 1, AL —I t A�vd SAM STRONGHOLD1 BUTYL -,'.'-2UNIRAC STRONGHOLD I BUTYL -6,"UNIRA C I L MIAMI Engineering Affiancei Inc Engineering Alliance, Inc BETTER SOLAR VAR IS HERE BETTER SOLAR STARTS HERE SIMPLINED FLASHUSS SOLUTION Umqw's STRONGHOLD Butyl is effi-t, dIP1ndbIP, md.pftind for UNIRAC's NXT U14OUNT Vt- NOTICE OF ACCEPTANCE (NOA) 11Cprpp4idbtpdmnmutk"dfiCalfliotelftN�g InpvZthR�hu�pla;ahAni-PE an,- ,IfnluR y — .... ........ 111,171.Z 'f!' It. I"d n"rhik"ITlutokg aid")II, mjntm'" f,f 1,v4mym rml��n, "S whwf t m�'*Iy 'Ci "�ni�C "'th srIoA'A ','I, � OPTIMIZED FOR NXT UMOURT, ONIRAC'S OPEN CHANNEL RAIL SYSTEM ilh—,I I , 1 u 1--he-, ICCI IT - -1 -It -1 d- b11 rt IC—,, I I -1A . . . . . . . . . . DUAL MOUNTING OPTIONS A*`PR( �NL COUNMXT: NOA NXT, 4 NXT,,,�, n-d bu,I At— u—, 1— &,.d —0, ADDITIONAL SEWITS aem -1 C awiLl" Ime dl,�— 1 111-1--,nw AUSSILE IMPACT —G� UNIRAG CUSTOMER SERVICE MEANS THE HIGHEST LEVEL Of PRODUCT SUPPORTet -Z W RRV ""L(110 I—, ICA A. l —zC,d. YJTTUI WITH ddam Ahmad Z',�' IN, 0 '1111151*11, , DOCUMENTCONTROL DATE "CAD eCAD ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEETNAME: TITAN SOLAR POWER FL JEAN ROSSON 901 ARMSTRONG BLVD, PROJECTADDRESS' RACKING PLAN 6103 18TH STREET ZEPHYRHJLLS FL I "TAN UED FOR PERMIT 03-04-24 EF OR ENGIPARTNERS LLC C.A.32661 2 NW 82 AVE Rafael A 169 41-1 V DESCRIPTION DATE "CAD.CAD DORAL. FL 33126 Gonzalez Soto 33542 KISSIMMEE, FL 34741 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: ST 2024.03,05 DESIGN@ENGIPARTNERS.COM 08:32:37 -04'00' 5 0 L A P P 0 W E R ENG. RAFAEL A GONZALEZ SOTO, RE S-3 982 (813) -9001 TSP168768 PARCEL NUMBER: DATE: 833 - 888 - 3644 #EC13009924 02-26-21-0180-00000-0400 0104-24 RELIABLE ENERGY, DIRECT FROM THE SOURCE, Irytroducing SiffPrime. Designed to outperform. Dependable, durable, high-performance solar panels engineered for North American homeowners. DOCUMENTCONTROL JED FOR PERMIT V DESCRIPTION Sly a y 'a qff o S 0 ... 3TE sCADEICAD ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION )4-24 EF ENGIPARTNERS LLC Rafael A TITAN SOLAR POWER FL 9TE sCAD eCAD C.A.32661 , ,� F Gonzalez 901 ARMSTRONG BLVD, 1692 NW 82 AVE } --Soto DORAL, FL 33126 „;� 1 2024.03.05 KISSIMMEE, FL 34741 DESIGN@ENGIPARTNERS.COM 0832:58 (813) 982 -9001 j 833 - 888 - 3644 -04'00' #EC 13009924 ELECTRICAL SPECIFICATIONS " 38ES Test Conditions STC .. NOCT Modnte Parer (Prnax) 4 a 380 284 'Maximum Power Voltage ltlpmaki V 35,32 -32,83' Maxonepour rrurrent;inmaxj A 20.77 8.64 :Open circuit vc.tage (vec) V 42 17 39.55 Short circuit current iisc'": A 1136 9.16 Module effluency oG 20,81 k9,'7c. . Maximum system voltage (VDCi V 1060 Series fuse rating A 20' . Poorer Taierance...: %yp '0 to.+10 CONTRACTOR LOGO ra asuemem'ond io ms: STG iGLa. YV{,-n� . AM .. ; . Tempe a uee 25'G . -#.,f _ ff,, . kt. m' . A6i 2s . hfieas re Teri vncer ainiy s i to Sue simukatarrai-bra:43n,c,#e erzre madu'as{c<sm Fraunhnfer t-titute_-.c<—i characaeriskics may vafy 8y 2'>4,_ rA roarer b7u to+10W ' Module weight £9.5kg «0 Zing... 4.3ibs +D Ibs Dimensions IF, x L x D 1762 mr., x 1037 rare x 35 mm 69.4 In x 40.8 in x 1.3.7 in Maximum surface mad (wind/snow)' 5 40" P. £E 1€—d, 5400 Pa float :bad 112.8 ibif'rear lead / 1118 €€lift` front €cad Half impart re,a,usn- v 25 mm at 83 krn/h e 1. 'In at 51.6 mph Cells 120 Half miles - Si mono PERC Iya Half celIs- Si mono PERC : 9 busbair- 83 K 166 ram .: 9 bulbar- 3.26 x 6.53 in GErss 32 rom high transmittance, tempered,... v. 126 m high transmittance, tempered, DSNI antiref€ectain coating DSNI antirsf(ective coming Cables and connectors (refer to installation manual) :-. 1350 rare, 0 5.7 rare, MC4 from Staub€i 53-15 in, 00.22 in f12AWQ, MC4 from Staubii Bseksheet High durability, super or hydrolysis and UV resistance, muit iayer dielectric hips, fluorine -free PV bacirrheet :Frame Anodized A€ mn—rn (B€sek). Bypasseliodes 3diodes 30SQ045T (45Vmax DC blocking voltage, 30A max.forward rectified current) Junction Box. UL 3730 Certified, IEC 62799 Certified, IP68 rated Temperature Coefficient Ise +4064sb/'C Modu€e -temperature,:Coeff3cient Vise-0.28'16j`G:: Linear {lower performance guarantee 30 years Temperature Coefficient Prnax 036rot'C: ... a97.$uly end lst yyr <NOGT f12`C) 45'C c 91.6'fn end 12tityr .... >_ 85 3.,•a end 25th yr Operating temperature :-40,485'C a_ 82.6% end 30th yr CERiBFICATt4Bf S $141PP114,6 i?ECS. - ULC ORD C1703, UL1743, CEC listed, UL 61213.11i 2, UL 61730-1r'-2, IEC 61215 1,-2.:EC Nwdu€es PerFa€€et: 26 or 26 (California) , product 61730-1/-2, CSA C22.2",61730 1/-2, IEC 52716 Ammonia Coe€.lion; iEC617012011. Suit Mist Corrosion Certified, UL Fire Rating; Type 2 Ballets Per Track 34 r,,32(California) Factory 609001.2015 Modules Per h uck 884 o1832,Cahf m.) Awaming_ Read the Safety and Installation Manaat fornaunbrg spe . "Ghoul ana before handling `estallirg and op-ra*s'rs modules. "" 2i year e�2rrdabFi Yri7S years si,h}ect tc regis!'ia[itan atvJ �ankifiaszsc ;inec under"Warrar:iy"aE .- .,..,- PAN liras generated fxem 3rd party perfonnn--data are availably for lcuaicad at 4 69-A" [1762mml EI Ei 14' 135Smmj 44.3° 11050mmj 14' [356mm] _._ .__._. -_---- _____� Hole (x4) CUSTOMER: JEAN ROSSON PROJECTADDRESS: 6103 18TH STREET ZEPHYRHILLS FL *TITAN 33542 S O L A r2 P D 14 E R 02-26-21-0180-00000-0400 8-[200mm] ___,'• SHEET NAME: PROJECT ID: TSP168768 SILFAS SOLAR INC. 800 Cornwall Ave Bellingham WA 93225 USA T +1360.569.4733 in€oraisilfabsolar.com -: 1770 Pori Drive i+> u Burlington WA 98233 USA oa i as T +-1 360569.4733 m a, `r 240 Courtneypark Drive East Mississauga ON LST 2Y3 Canada T +1905.255.2501 F +1905.096,0267 Ali SiiFab- SIL-380-HC-20220223 tt _ YtuGtl p 'r9ssa d ':Yo:ur I 9f-n' att.t J " I Sd - 2 i vir'bv Sid 29 e'td 0 f�.t �o.3 IN_ ENGINEER OF RECORD: ENG. RAFAEL A. GONZALEZ SOTO, PE GT04-24 ME DOCUMENTCONTROL JED FOR PERMIT V T DESCRIPTION Specifically designed to work -with ScilarEdge residential inverters Detects abnormal PV connector behavior, preventing potential safety issues* Module level :voltage shutdown for installer and firefighter safety Superior efficiency (99 5%) Mitigates all types of module mismatch lass from manufacturing tolerance to partial shading +ur+Cik ',almr ¢utry�irG row_ 'O.::el4,,d frirn,,warY'.t-„ra solaredcge.corn DATE sCAD .CAD' ENGINEER CONTACT INFORMATION 13 -o4-z4 EF OR ENGIPARTNERS LLC DATE sCADeCAD C.A. 32661 1692 NW 82 AVE DORAL, FL 33126 DESIGN@ENGIPARTNERS. COM 833 - 888 - 3644 Faster installations with simplified cable management and easy assembly using a single bolt Flexible system design for maximum space utilization Compatible with bifacial PV modules Meets NEC requirements for arc fault protection (4FCI) and Photovoltaic Rapid Shutdw n System (PVRSS) r ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION Rafael A TITAN SOLAR POWER FL Gonzalez 901 ARMSTRONG BLVD, Soto 02 2024.03:05 KISSIMMEE, FL 34741 08:35:20 (813) 982 -9091 -04'00' #EC13009924 NorthPower Optimizer For r 1 e o "r-put 0C P er` 44 rh! b Aute 1 ximun,np Volt G flu ✓IPP Operaring 7aflqc —� _------ -- - _ _ S 50 —. -- _----. t,d, Maxim III Short ircur urr_crdscj f ..L)Ilrm-ed PV Mocule Ili --._ _.—_...--Adc 1lxirr m", Fn icncy 9q, 5 Weighted rfi l rr} VV Or r;oltaci C tegrry .--- -- —)R — — ---%— --- v�iru+ trvnsiav- M x+,'tt m k arrant Maxim-M uutpL Vot=.age 1 Safat,. STA phox r •.1c SafeZ, Matey ROLis Fire S Pc+rer 9'UtdGwr F d (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) f1 f_ Zg24, 'r}II � IJZL} -- �CC Part 15 r.las, :,, t:Cnl ; 5-2, 'F, I51MI,- 3 -- — IECb.2109 1 ;Class,[ safety), U! 1741 UL94 VD, Us Resistant Ye> VDE AR 2'00 712201 -O5 ONS Maxim-rn All s'-d Svst'm V ,Raoe 'Cl00 Jdc ComersiOns rA, x Lxhd; P .igtE (r i,.,tr,'t .>tl j --------- '129x 15S x 30 r` 07x5Ins11E 555, 1. ------------ n-urt/in ,:xi ItT — _ InpctCOnnec:or 2,q Ir:ptWire _engu 0.1,'032 i O put to rcecr '4C4 rput sVire Lengt- i'rrste¢ion Rating , 2 3 0� IC, 4..{ , ,0.32 -405 3---- LI6P / NE":1-=.6.1 Rl�ttree l-1,,rni.ity 0 100 1,Pate. ,:re radL C. a, S._r,iA ,c,t th,,o uOptbrr,= F.a,Ed.rlF17 Or„P,erMD d, .,n,i,h up r, yul.vnar'a;wra __a.aail—'d ;Z; Fir nticr mnn nd Ior—pl �:)rr trfhs.<i0e 3,F..r�mrri nTterr.,. 3::crr ,l _ee+,a( ,i p;�terdr rax.nc3 i5e .� .. Pa`'2e Ui OpuPnce rs <r. rrsfiim C�4;,trna Tch, .A PJnrAirn- ..=Gi is r,dinimum Sti ing l engfh 4A0 a 10 18 Aaxirnum SmFc _ er gtr. r,,ear Op*imizers) 2S 5a,„ i`a0oi-h A,xim_m '3 Ir ,1 i'or r 1 ,r 5?Tiryr"- S`76a 0 IS S:-" iC1(3-tiS) 50 'a _7>(;Pi r. rallN s+rrnGact vr"`rerer L r�}'r; r Ort_r taa^rs --------. --__ — j ,nl ,'? Y E S>,t int Y.[ (n.:.Y r-L3 v s❑tile ara ,r yT ^a>f 1 r _ 1st,'Ig i1 )L_=.?r�e3 J.C. nr 41Y_ -1 I➢.,pr JL. Mei`.YCS r«.1� ;pIL, 'f l.n , W11 „x. Ttx naxr,r,,x vs<.,r rEmekc _,c. x,.,r�u TLJri i .!01et 3J,/Grid: s3 ., �:dz: ai n iXX11,` ,s.,, q .r ,t)ns:x;T al �,�, .t. rn�k.�!r(,3�r'P-,r r,rmr O, r-,z .z"a ne•. n, �fa..,,u l AT cus "S, "=d9rT h A g OA2 JC th S dq O r+t Lc] Ot .2DCS d t [. fS, _dSe T..hnuos _s, py� i ,, ,..1 u(hei a mnt�e. >P ei ar_ nC, rcuit;�(ti r ,e nn�[c JniP 111"2Uli >5.1;1,{it8-J_, IA >,,[ri to h'uje �rthrwt �oY:e VV intertek CONTRACTOR LOGO CUSTOMER: SHEET NAME: JEAN ROSSON SMART {�'''\j �/''`�} RING `✓ DATA Te PROJECT ADDRESS: 6103 18TH STREET ZEPHYRHILLS FL e *TITAN 33542 PROJE:ID: ENGINEER OF RECORD: SHEET TITLE: S O L A R P U W G R ENG. RAFAEL A. GONZALEZ SOTO, PE PARCEL NUMSER: TS65 DATE: 02-26-21-0180-00000-0400 03-04.24 Single Phase Energy Hub Inverter OWING, 3: with Prism Technology 1b For North America SE300OH-US / SE380OH-US / SE600OH-US 1[5_E7600W-_11_5'j SE1000OH-US / SE1 140OH-US(') Single Phase Energy Hub Inverter with Prism Technology For North America SE300OH-US / SE3800H-US / SE6000H-US 4TKHEk SE1 OOOOH-US / SEI 140OH-US(l) M (YO SE3000H-US/SE3800H-IJS/ SE600OH-US [��EMMH�-Uj I �O 'p� �4' - - -✓ - ----------- SE1 OOOOH-US SE1 140OH-US") 2"S"'_`_ =0 A 593 U 12, .... .... .. 2' C ----------- - --- 7, 5 A G-DI P,h) SMART ENERGY CAPABILITIES F-1t n' f, p 20A, fo oc n C, di, z ADDITIONAL FEATURES R -_-'Iar' C C..t r,Sia.Ei c OUTPUT AC BACKUP41 I KA 8013 ii "kn, t V P 1), Pj 5,1'lp 2i 2E,, V", r< g ) tlll� Ra�:j SRI:,, TV i I --cf,, Z 2114, NEC,— ta d NEC V', STANDARD COMPLIANCE :0: 65 JU --S, 6F, j UL �2' 2 4 1:11W,111 SW INSTALLATION SPECIFICATIONS - - ----- --- ----- - - - OUTPUT - SMART EV CHARGER AC Y) cijulL w1_ , "',"!G R'lu llu%y, t_' 7,a r: Hi 34f, "A"', o, Co'l. fx j, 0., A� 1'/ "'d INPUT- DC (PV AND BATTERY) 61 Optimized battery storage with HD -Wave technology N -Q, prwt"'tej I Record -breaking 99% weighted efficiency with I Multi -inverter, scalable storage solution 200% DC oversizing I With enhanced battery power up to 10kW INPUT - DC (PV) I Small, lightweight, and easy to install I Integrated arc faulTrotection and rapid shutdown for NEC 2014, NEC 17 and NEC 2020, per article I Modular design, future ready with optional 690.11 and 690.12 Upgrades to: 3 Aar I DC -coupled storage for full or Partial home backup I Embedded revenue grade production data, ANSI I Built-in consumption monitoring C1 2.20 Class 0.5 Direct connection to the SolarEdge smart EV charger sc.aredge.com so a r 01 RoHS 1557A17 �7 7 DOCUMENT CONTROL DATE sCAD eCAD ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEETNAME: JEAN ROSSON TITAN SOLAR POWER I'L 901 ARMSTRONG BLVD, PROJECT ADDRESS: INVERTER DATA SHEET 6103 18TH STREET ZEPHYRHILLS FL #TITAN 33542 KISSIMMEE, FL 34741 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: S 0 L AR F 0 W E R ENS. RAFAEL A. GONZALEZ SOTO, PE (813) 982 -9001 TSP168768 DATE: PARCEL NUMBER: D-3 #EC13009924 02-26-21-0180-00000-0400 03-04-24 UED FOR PERMIT 03-04-24 OR ENGIPARTNERS LLC Rafael A C.A. 32661 11 ......... "" Gonzalez 1692 NW 82 AVE Soto DORAL, FL 33126 2024.03.05 DESIGN@ENGIPARTNERS.COM 08:38:54 833 - 888 - 3644 _04'00' V DESCRIPTION DATE _.LF sCAD CAD rw&*199 IT"111 Zrixel 1 221141 Til wiffil a I 51111mms V MODULES: (17) SILFAB PRIME SIL-380 NC ILFAB KING SYSTEM: NXT UMOUNT PROJECT INFORMATION ROJECT LATITUDE 28 246279777145578 MIN AMBIENTTEMP -1 °c tOJECT LONGITUDE -82 1739369032433 MAX AMBIENT TEMP 35 1 C WIND EXPOSURE 6 AHJ ZEPHYRHILLS CITY 1 DESIGN WIND SPEED 138 MPH Ii L C-1 C-2 COVER SHEET SAFETY PLANS E-I ONE LINE RISER DIAGRAM E-2 SAFETY LABELS S-1 STRUCTURAL PLAN S-2 RACKING PLAN S3 D-1 D-2 RACKING PLAN PV MODULES DATA SHEET SMART MONITORING DATA D-3 INVERTER DATA SHEET I Dy: 4 1 1k WITA a ? TeI ,ER FL. STATUTE 377.705 (REVISED 7/1/2017), 1 RAFAEL A. GONZALEZ ;OTO, P,E. 83104 AN ENGINEER LICENSED PURSUANT TO CHAPTER 71, CERTIFY THAT THE PV ELECTRICAL SYSTEM AND ELECTRICAL :OMPONENTS ARE DESIGNED AND APPROVED USING THE STANDARDS CONTAINED IN THE MOST RECENT VERSION OF THE LORIDA BUILDING CODE. PPLICABLE CODES: 2023 FLORIDA BUILDING CODE 8TH EDITION, SCE 7-16 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER ;TRUCTURES, FFPC 7TH EDITION, NFPA 2018, NFPA 70 AND NEC 2020. ;ONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE qSTALLED AND SEALED PER 2023 FLORIDA BUILDING CODE 3TH DITION OR LOCAL GOVERNING CODE. ,LL WIRING METHODS AND INSTALLATION PRACTICES SHALL ;ONFORM TO THE NATIONAL ELECTRICAL CODE (NEC) 2020, LOCAL JATE CODES, AND OTHER APPLICABLE LOCAL CODES. MEANS ;HALL BE PROVIDED TO DISCONNECT ALL CURRENT CARRYING :ONDUCTORS OF THE PHOTOVOLTAIC POWER SOURCE FROM ALL )THER CONDUCTORS IN THE BUILDING. CONNECTORS TO BE -ORQUED PER DEVICE LISTING, OR MANUFACTURERS ;ECOMMENDATIONS, NON -CURRENT CARRYING METAL PARTS SHALL �E CHECKED FOR PROPER GROUNDING. :EQUIRED SAFETY SIGNS AND LABELS SHALL BE PERMANENTLY ,TTACHED BY ADHESIVE, OR OTHER MECHANICAL MEANS, LABELS ;HALL COMPLY WITH ARTICLE 690 VI OF THE NEC 2020 OR OTHER ,PPLICABLE STATE AND LOCAL CODES, SEE LABELS AND MARKING AGE FOR MORE INFORMATION. ;ACKING ROOF MOUNT SYSTEM SHALL BE INSTALLED FOLLOWING IANUFACTURERS INSTRUCTION SPECS, INCLUDING ALL GROUNDING VEEB CLIPS, GROUND LUGS, AND RAIL SPLICE KITS FOR ELECTRICAL ;ONTINUITY. 1ECAWIND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSED UILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USING ,SCE 7-22 EQUATION 30.3-1. ALL NOTES IN FIGURES ASCE 7-22 30.3-1 ,ND 30.3-2(A,B,C,D,E,F AND G) HAVE BEEN INCORPORATED. MEAN :OOF HEIGHT MUST BE LESS THAN 60 FEET. DOCUMENTCONTROL UED FOR PERMIT .V DESCRIPTION LOCATION MAP WIND ZONES N.T.S. ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC C.A. 32661 1692 NW 82 AVE DORAL, FL 33126 DESIGN@ENGIPARTNERS COM ENGINEERING STAMP Rafael A Gonzalez —soto 2024.03.14 0 7:08:07 il > 77 m X 0 A m -n > - -- --- --- - --- : 0 it X m m r, > PV STRING PV INVERTER #1 DISCONNECT— < ) EXISTING ELECTRIC METER -Jt ki A/ ROOF PLAN v IEW / BOS LOCATION N.T.S. CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL 901 ARMSTRONG BLVD. KISSIMMEE, FL 34741 (813) 982 -9001 CONTRACTOR LOGO #TITAN S 0 L A R P 0 W E R CUSTOMER: JEAN ROSSON PROJECTADDRESS 6103 18TH STREET ZEPHYRHILLS FL 33542 PARCEL NUMBER: - ----- ---- SHEET NAME: PROJECT ID: I ENGINEER OF RECORD: I SHEET TITLE: ENG. RAFAEL A. GONZALEZ SOTO. PE TSP168768 I DATE: I C-1 PROPERTY LINE ----------- --- ---- DOCUMENT CONTROL I DATE sCADI.CAD UED FOR PERMIT 03-04-24 EF OR V DESCRIPTION DATE sCAD CA 0 ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION ENGIPARTNERS LLC Rafael A TITAN SOLAR POWER FL C,A, 32661 Gonzalez 901 ARMSTRONG BLVD, 1692 NW 82 AVE Soto DORAL, FL 33126 KISSIMMEE, FL 34741 2024.03,14 DESIGN@ENGIPARTNERS.COM 07:08:31 (813) 982 -9001 PROPERTY LINE CONTRACTOR LOGO S 0 L A R P 0 W E R 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 CUSTOMER: JEAN ROSSON PROJECT ADDRESS: 6103 18TH STREET ZEPHYRHILLS FL 33542 PARCEL NUMBER: SHEET NAME: SAFETY PLAN PROJECT ID: OF RECORD: SHEET TITLE: TSP168768 1__:�NGINEER N NG G R RA AF FA AE E L GONZALEZ SOTO PE C-2 DATE. WIRE SIZES, QUANTITY & TYPE RACEWAY SIZE, TYPE & LOCATION WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION WIRE DE -RATED CALCULATION WIRE TAG CONDUCTOR NEUTRAL GROUND RACEWAY RACEWAY HEIGHT RACEWAY OUTPUT 125% OF OUTPUT MIN DIST. VOLTAGE VOLTAGE CONDUIT AMBIENT # OF QTY. SIZE & TYPE QTY. SIZE & TYPE QTY. SIZE & TYPE SIZE & TYPE LOCATION ABOVE ROOF CURRENT CURRRENT OCPD WIRE TEMPERATURE CONDUCTORS DE -RATES DROP % FILL % RATING COEFFICIENT COEFFICIENT AMPACITY DC (BEFORE JB) (4) #10 AWG PV WIRE N/A (1) #6 AWG BARE COPPER NOT APPLICABLE UNDER ARRAY 1/2" TO 3-1/2" 15A 18.8A 20A 40A 0.76 1 30A 10 FT. 350V 0.11% 6.4% DC (AFTER JB) (4) #10 AWG TH -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 0.76 0.8 24.3A 20 FT. 350V 0.21% 8.1% AC (INVERTER TO METER) (2) #6 AWG THWN-2 (1) #6 AWG THWN-2 (1) #8 AWG THWN-2 3/4" EMT CONDUIT EXTERIOR WALL "N/A" 32A 40.0A 40A 75A 1 1 75A 5 FT. 240V 0.1% 7.7% A 2 STRING #1 1 1^1 1 2 1�3 11-47-5 T-�6177 �1-8 -'�jl - L=j AIL - Eli1 - —II 2 3 PV RAILS TO STRING #2 3E BONDED WITH #8 BARE WIRE ---- j 1 2.1 2.2 2.3 2.4 2.5 Z6 2.7 Z8 Z9 t [2I � 1771 10 Lfi EXISTING UNDERGROUND SERVICE 240V/120V 3 # 3/0 THWN-2 )150A M®R INVERTER TOTAL OUTPUT: 21A (FUSED 30a SAFETY RATING (125%): 26.25A -7 3�� $ TOTAL PV SYSTEM OCPD: 30A 7 MAIN BREAKER RATING: 150A BUS BAR RATING: 150A - 120% BACKFEED RATING: 30A 1 #6 THWN-2 GROUND (17) SILFAB PRIME SIL-380 HC BY SILFAB REFER TO D-1 SHEET 2 #10 PV WIRE PER STRING 1 #6 BARE WIRE GROUND 3/4" EMT CONDUIT NEMA3R JUNCTION BOX 141 2 #10 THWN-2 PER STRING 1 #8 THWN-2 GROUND 3/4" EMT CONDUIT SE500OH-US 240V RGM FROM SOLAREDGE REFER TO D-3 DATASHEET 2 #8 L1,L2 THWN-2 1 #8 THWN-2 GROUND 1 #8 THWN-2 NEUTRAL 3/4" EMT CONDUIT [7] PV SYSTEM DISCONNECT - 30A RATED PV INTERCONNECTION POINT - PV BREAKER RATED 30A EXISTING INTERIOR MDP RATED 150A UTILITY ELECTRICAL SERVICE H NOT USED NOT USED DOCUMENT CONTROL UED FOR PERMIT V DESCRIPTION REDUCED MODULE COUNT, INVERTER AND POI REVISED \ PV PER STRING COUNT REVISED DATE sCADjeCADI ENGINEER CONTACT INFORMATION 03A424 EF OR ENGIPARTNERS LLC DATE sCAD eCA 9 C A.32661 03 12-24 EF DM 1692 NW 82 AVE 03-19-24 DM DORAL, FL 33126 1 DESIGN@ENGtPARTNERS.COM ENGINEERING STAMP Rafael A z Gonzalez Soto 2024.03.19 F 11:28:27-04'00' CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO TITAN SOLAR POWER FL 901 ARMSTRONG BLVD. KISSIMMEE. FL 34741 #TITAN S G L A R P G W E P, (813) 982 -9001 CUSTOMER: JEAN ROSSON PROJECTADDRESS: 610318TH STREET ZEPHYRHILLS FL 33542 PARCEL NUMBER SHEET NAME: E LINE RISER DIAGRAM PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: ENG. RAFAE TSP168768 L A. GONZALEZ SOTO. PE _ 1 DATE: WIRE SIZES, QUANTITY & TYPE RACEWAY SIZE, TYPE & LOCATION WIRE AMPACITY CALCULATIONS ADDITIONAL INFORMATION WIRE DE -RATED CALCULATION CONDUCTOR NEUTRAL GROUND RACEWAY RACEWAY RACEWAY OUTPUT 125% OFMIN VOLTAGE CONDUIT AMBIENT # OF WIRE TAG QTY. SIZE & TYPE QTY. SIZE & TYPE QTY. SIZE & TYPE SIZE & TYPE LOCATION HEIGHT CURRENT OUTPUT OCPD WIRE TEMPERATURE CONDUCTORS DE -RATES DIST. VOLTAGE DROP % FILL ABOVE ROOF CURRRENT RATING AMPACITY COEFFICIENT COEFFICIENT DC (BEFORE JB) (4) #10 AWG PV WIRE N/A (1) #6 AWG BARE COPPER NOT APPLICABLE UNDER ARRAY 1/2" TO 3-1/2" 15A 18.8A 20A 40A 0.76 1 30A 10 FT. 350V 0.11 % 6A% 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 0.76 0.8 24.3A 20 FT. 350V 0.21% 8.1% AC (INVERTER TO METER) (2) #6 AWG THWN-2 (1) #6 AWG THWN-2 (1) #8 AWG THWN-2 3/4" EMT CONDUIT EXTERIOR WALL "N/A" 32A 40.OA 40A 75A 1 1 75A 5 FT. 240V 0.1% 7.7% STRING #1 1^1 11.2 11.3 1.4 11.5 11.6 11,7 11.8 11.9 1.10 1.111 1.12 1.13 1.14 1.15 1.16 1.17 PV RAILS TO BE BONDED WITH #8 BARE WIRE LEGP (17) 5 ® 9 10 EXISTING UNDERGROUND SER' 4 240V/ 120V 3 3 # 3/0 THWN-2 )150A MAR INVERTER TOTAL OUTPUT: 21A UNFUSED 30A 6 30A SAFETY RATING (125%): 26.2 L) 8 TOTAL PV SYSTEM OCPD: 30A NEMA3R MAIN BREAKER RATING: 150A BUS BAR RATING: 150A 120% BACKFEED RATING: 30A 1 #6 THWN-2 GROUND SILFAB PRIME SIL-380 HC BY SILFAB 2 #10 PV WIRE PER STRING 1 #6 BARE WIRE GROUND Efl NEMA31R JUNCTION BOX REFER TO D-1 SHEET 3/4" EMT CONDUIT 2 #10 THWN-2 PER STRING 1 #8 THWN-2 GROUND E SE5000H-US 240V RGM FROM SOLAREDGE REFER TO D-3 DATASHEET 2 #8 L1,L2 THWN-2 1 #8 THWN-2 GROUND 1 #8 THWN-2 NEUTRAL 3/4" EMT CONDUIT 3/4" EMT CONDUIT E PV SYSTEM DISCONNECT - 30A RATED R] PV INTERCONNECTION POINT - PV BREAKER RATED 30A EXISTING INTERIOR MDP RATED 150A UTILITY ELECTRICAL SERVICE 11 NOT USED 12 NOT USED DOCUMENT CONTROL DATE UED FOR PERMIT 03-04-21 V DESCRIPTION DATE \ REDUCED MODULE COUNT. INVERTER AND POI REVISED 03-12-24 ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: ENGIPARTNERS LLC Rafael A TITAN SOLAR POWER FL JEAN ROSSON-- C.A.32661 1692 NW 82 AVE ,, " r Gonzalez e Soto 901 ARMSTRONG BLVD, �. TITAN PROJECTADDRESS: 6103 18TH STREET DORAL, FL 33126 _ - -' KISSIMMEE, FL 34741 ZEPHYRHILLS FL 33542 =2024.03.14 SOLAR PO W E R DESIGN@ENGIPARTNERS.COM -'9Fr -" 07:08:51 (813) 982 -9001 PARCEL NUMBER: - ---- SHEET NAME: ONE LINE RISER I PROJECT ID: I ENGINEER OF RECORD: SHEET TITLE: S_pP168768 ENG_ RAFAEL A. GONZALEZ SOTO, PE I DATE: 1y1to UL 1703 CERTIFIED MAX. DESIGN LOAD 112.8 psf APPLIED WIND LOAD: -26,40 psf NOTES: -INSTALL MID CLAMPS BETWEEN MODULES AND ENDS CLAMPS AT THE END OF EACH ROW OF MODULES. -ALUMINUM RAILS SHOULD ALWAYS BE SUPPORTED BY MORE THAN ONE FOOTING ON BOTH SIDES OF THE SPLICE. '. b"' -26.40(1.00) =-26.40psf TIMATE WIND SPEED 140 mph SIGN WIND SPEED 138 mph iK CATEGORY II POSURE CATEGORY B )OF SLOPE (°) 25 )OF TYPE GABLED JERIAL ROOF TYPE ASPHALT SHINGL ESSUREZONE: 1&2 AN ROOF HEIGHT: 13.869' MEAN ROOF HEIGHT 6.93 ' 2 14 RIMETER WIDTH: 3.49 0.85 1.0 0.573 OBS ROOF OBSTRUCTIONS NON -EXPOSED MODULES NORTH EXPOSED MODULES a1.s I EDGE MODULES TRUSSES OR RAFTERS ROOF MOUNTS & RAIL ROOF SLOPE CONTRACTOR/INSTALLER ROOF CONDITIONS REQUIREDFOR PROPER INSTALLATION OF THE PV SYSTEM- 2- CONTRACTOR/INSTALLER TO NOTIFY THE OWNER IMMEDIATELY OF ANY ROOF DEFICIENCIES AND/OR REPAIR 3- EOR DOES NOT ASSUME ANY RESPONSIBILITY FOR THE INSTALLATION OF ROOFS. •NTRACTOR/INSTALLER ASSUMES ALL RESPONSIBILITY TO INSTALL AS ..: • a • ROOF ii INSPECTIONNOTE: A PANEL IS DEFINED , EXPOSED IF D1 TO THE ROOF EDGED ONE OF FOLLOWING DI TO THE ADJACENT .. OR 2. D2 TO THE NEXT ADJACENT -.NEL> r LOCITY PRESSURE (q) = 0.60`0.00256" KHKzTKDV2 LOCITY PRESSURE (ASD) 1 16.76 NON EXPOSED GE FACTOR: YE = 1.0 EXPOSED EDGE FACTOR: YE = 1.5 ARRAY EQUALIZATIONas FACTOR: >1 0. - "Ya - 0.7 TERNAL PRESSURE COEFFICIENT Z1 0.7 -1.50 O: 6 TERNAL PRESSURE COEFFICIENT Z2 0.7 -2.50 TERNAL PRESSURE COEFFICIENTZ3 0.7 -3.0i o ERNAL PRESSURE COEFFICIENT OASfu PRESSURES ONES (PSF) NON EXPOSED PRESSURES (PSF} EXPOSED PRESSURES {PSF} MAXMAX` SPAN CANTI-i {FT} LEVER {BN} n uj I -23.93 -17.60 -26A0 2' 8 " -38.17 -29.33 -44.00 2' 8 -45.30 -35,20 -52.79 2' 8 ITAL ROOF AREA 2487.08 sq.-ft ITAL MODULES: 17 ITAL PHOTOVOLTAIC AREA: 334.35 sq.-ft ITAL PERCENTAGE AREA OF PV SYSTEM: 13.44 ND LOAD (PSF): -26.40 ITAL WIND LOAD (LBS): -8,826.84 ITAL ROOF MOUNTS: 80 NSION FORCE PER MOUNT (LBS): -110.34 DOCUMENT CONTROL UED FOR PERMIT V I DESCRIPTION ..,_.o p = qh (GCOYE)(Ya) 1 10 100 1000 Effective Wind Area, W ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC C.A.32661 1692 NW 82 AVE DORAL, FL 33126 DES IGN@ENGIPARTNERS-COM ENGINEERING STAMP Rafael A - Gonzalez -Soto - 2024.03.14 07:09:17 CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL 901 ARMSTRONG BLVD, KISSIMMEE, FL 34741 (813) 982 -9001 ® s CONTRACTOR LOGO I CUSTOMER: JEAN ROSSON PROJECT ADDRESS: 6103 18TH STREET ZEPHYRHILLS FL 33542 S O L A R P O 'W E R SHEET NAME: T L LA PROJECT ID: FNIGI=EOLF"RECOIID: SHEETTITLE: c�CCp GGONZAlEZ IOTAPE ('"1TSP168768 E:______ _.____ '✓ � pvMODULE SPECIFICATION SEE | \� DATA SHEET o-1 uwmAc—� ooCOMBO CL�p �y uw/eAo ' STRomaHouo � umu*Ac EXTRA BUTYL PAD SPECIFY MIN. EMBEDMENT OF 2.5" mwRAo mXTmwouwr um/nAo RAIL CLAMP ASSY � \----ASpnAo nmmGLss BOLT 5/16" SS FENDER WASHER SEAL BASE MOUNT TO EXISTING 1 ROOF UNDERLAYMENT WITH ROOF SEALANT AND MEMBRANE N.T.S. DOCUMENT CONTROL DATE l��CAD CADI ENGINEER CONTACL�NFORMA NON ENGINEERING STAMP V DESCRIPTION DATE l�CAD CAD Gonzalez Spruce, Pine, Per inch Thread Depth SS Lag Bolt 5116" x 4" Min. Thread Depth Allowable Pull Out Strength per Lag Bolt Max. Pull Out Strength Required per Lag Bolt Lag Bolt Pull Out Strength Safety Factor FLASHING EXIST 2XmVID TRUSSES OR | RAFTERS ' PLACE BOLT *ro.L.or TRUSS OR RAFTER CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL emARmSTRONoBLVD, msx/mwss, FL;w+1 ASCE7-1SVelocity Pressure qz10=0.00258KzKztKdV2 Where. qz1O=A8CE7-1Gvelocity pressure evaluated atmean roof height (psf) Kz=velocity pressure exposure coefficient Kzt=topographic factor Kd=wind directionality factor V = basic wind speed (mph) from ASCE 7-10 maps referred to as ultimate wind speed maps in2U2OFBC As an example, for anarray having an area of 158.04oq-ft.. the total uplifting (renu|1anVforce acting onthe array would be-8S.1 pefx15O.U4sq. ft. =-U.17S.3O4lb. Knowing this resultant force, the design engineer can now determine the number of attachment points and the size of the mounting hardware necessary tosafely carry this load. Live Loads: Live loads associated with photovoltaic systems are usually assumed to be distributed uniformly and are small, nnthe order of4poforless. 1. Determine location for the Mount on roof by drilling through the center oftruss from bottom with 5/32"drill bit. 2. Mark mounting holes for Mount on under|eynnenL Mounting holes should becentered onthe trusses. 3. Drill 15/64" pilot hole. 4.Apply sealant brbottom ofMount. 5. Place Mount over roof undodayrnentwith holes inroof. & Apply sealant tobottom ofMount, apply sealant tolag screws and fasten Mount securely tntrusses. 7. Apply additional sealant to top assembly to be sure all penetrations are sealed. —DISTRIBUTED LOAD CALCULATIONS PY MODULES & RACKING WEIGHT = (INDIVIDUAL MODULE WEIGHT WEIGHT / TOTAL ARRAY AREA = 795.60 LBS / 334.35 SQFT HENCE, ROOF WILL CARRY THE ADDITIONAL SOLAR SYSTEM LOAD CONTRACTOR LOGO �� 0 �� a o L^ n POWER CUSTOMER: JEAN ROSSON Douglas Fir, Larch Douglas Fir, South Engelman Spruce, Lougenmepmy (msn1ma,&higher) *am, Fir, Redwood (close grain) Hem, Fir (North) Southern Pine STAINLESS STEEL Lag screw specifications Specific �1,6" shaft, gravity per inch thread depth 0.46 235 »�46 235 mo 212 OAS 235 me 307 Spruce, Pine, Fir 0,42 205 Spruce, Pine, Fir (E ofzmillion psi and higher grades mmsnand msu 0.50 266 Sources American Wood Council, NDS 2005, Table 11.2A, 11.3A. SHEET NAME: PARCEL NUMBER: TSP168768 IDATE: • '• • MGMI�� Specifically designed to work with power optimizers Record -breaking 99% weighted efficiency I Quick and easy inverter commissioning directly from a smartphone using the SolarEdge SetApp 2 Fixed voltage inverter for longer strings Integrated arc fault protection and rapid shutdown for NEC 2014, NEC 2017 and NEC 2020 per article 690.11 and 690.12 solaredcge.cnm DOCUMENTCONTROL UED FOR PERMIT V 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 I Optional: Faster installations with built-in consumption metering (1% accuracy) and production revenue grade metering (0.5%accuracy, ANSI C12.20) ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC C.A.32661 1692 NW 82 AVE DORAL, FL 33126 DESIGN@ENGIPARTNERS. COM Ingle Phase Inverter with HD -Wave Technology for North America SE300OH-US / SE380OH-US TSE5000H-US SE6000H-USf SE760OH-US / SE1000OH-US / SE1140OH-US ,t_.. !. ',.,.a4 ;;„tv� 3 CJ 3.Yv �C e �i ,U -irn'7 x tiv JA {� 231 M,x ,m AC P.z v.,p�, 3 9- _ "9n� `f7`7V 7600 — — 10,00 _ i l II At f F 3,�r 4r 11i� ':.ar ✓ f _ I C v — ,_ — Curt C)24'.3V 2, a P,. , F.a.. INPUT ENGINEERING STAMP Rafael A Gonzalez e Soto t 2024.03.14 :' « F Fss,,,, ENS, 07:10.27 w5 w5 - 3✓.^ ki Ad,_ At M for North America SE300OH-US / SE380OH-US SE600OH-US/ SE760OH-US J SE1000OH-US / SE1140OH-US ,a� aaa taa aea .aaa .+c aaaa gas � ADDITIONAL FEATURES gocr., y,C, 1 AN', r ti ,i o �bl -a3P, z7 ,y.Et n4/FL st �n - _. t -:, NEC iq ;tcR .d AC&dr _ a „ N,_ ,,0 63. — — — — STANDARD COMPLIANCE .— ------ A,; .. 16 INSTALLATION SPECIFICATIONS — — __— A(t ltFut C oid, t uze!AWU .a apt i 1 l.t:.-j'46A%V,, 1 �,1.xi- E.�A'h'G 46AV,v. C S4,1, ::h xV4AM 73u .6xe3/d :'i7' J3,'..t f,x- K:; 7.?:�t i .0 22! 0 > :Ita 2624 >33 ;r, a ; r trct P , HLn n . =ts r _ P r_r� r z ar se .. —1 -,..., r a.. -, .,CI. I��= e t ,_n�. o .< <p f How to Enable Consumption Monitoring By simply wiring current transformers through the inverter's existing AC conduits and connecting them to the service panel, homeowners will gain full insight into their household energy usage helping them to avoid high electricity bills r' ks iw. y . i y SIL RF „E k q 2EL 2 S E ._ M _j t edw'shs AScI E�f rnlog,.s,Yrc. CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO CUSTOMER: SHEET NAME: TITAN SOLAR POWER FL JEAN ROSSON INVERTER ET PROJECTADDRESS: 901 ARMSTRONG BLVD. 6103 18TH STREET KISSIMMEE, FL 34741 V ,: ZEPHYRHILLS FL 33542 PROJECT ID: ENGINEER OF RECORD: SHEET TITLE: S D L A R P O w E R C p ENG. RAFAEL A. GONZALEZ SOTO, PE (813) 982 -9001 PARCEL NUMBER: ---- TSP168768 -- DATE: -3