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Home My WebLink About22-3457lye 5335 Eighth Street Zephyrhills, FIL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 01/11/2022 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever Is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies, accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. 7 CONTRACTOR 9JGNAT9R-'"-'-777777777=PE IT OFFICEU PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax 813-7€I0-0021 Building Department Date Received %� Phone Contact for Permittin Owner's Name Owner Phone Number Owner's Address Owner Phone Number—NLL Fee Simple Titleholder Name Owner Phone Number --�.- Fee Simple Titleholder Address JOB ADDRESS LOT # SUBDIVISION WORK PROPOSED PROPOSED USE TYPE OF CONSTRUCTION DESCRIPTION OF WORK BUILDING SIZE =BUILDING NEW CONS:T R ADDfALT H INSTALL REPAIR SER COMM BLOCK FRAME SOFOOTAGE =Et-ECTRICAL $ =f:?LUM6ING =MECHANICAL $ =GAS ROOFING FINISHED FLOOR ELEVATIONS BUILDER SIGNATURE Address ELECTRICIAN SIGNATURE Address PLUMBER SIGNATURE Address MECHANICAL SIGNATURE M SIGN OTHER Si EEL �.. HEIGHT [� DEMOLISH VALUATION OF 'I OTAL CONSTRUCTION AMP SERVICE PROGRESS ENERGY W.R:EC, VALUATION OF MECHANICAL INSTALLATION SPECIALTY = OTHER FLOOD ZONE AREA =YES NO COMPANY REGISTERED COMPANY REGISTERED COMPANY REGISTERED COMPANY REGISTERED Yf rEeC.,,P Y1N — Address License # OTHERE=� COMPANY SIGNATURE REGISTERED YtN..'FEECURREN fq � Address License # RESIDENTIAL Attach (2) Plot Plans, (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Storrnwater Plans w1 Sift Fence installed, Sanitary Facilities & 1 dumpster, Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms, R-O-W Permit for new construction. Minimum ten (10) working days after submittal date, Required onsite, Construction Plans, Stormwater Plans wi Silt Fence installed, Sanitary Facilities & 1 dumpster, Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. -PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (AtC upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A1C Fences (PlottSurvey/Footage) Driveways -Not over Counter if on public roadways, needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations, If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law, If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009 Furmennore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not property licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, of expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting, 11 is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances, CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500 00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs, If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "own&'pdor to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development, Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction, I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not firnited to: - Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency -Asbestos abatement, - Federal Aviation Authority -Runways, I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "\/' unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be Used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension If work ceases for ninety (90) consecutive days, the job is considered abandoned, FLORIDAJURAI (F,S, 117.03) OWNER OR AGENT Subscribed and sworn to (or affirmed) before me this _b Who is/are personally known to me or has/have produced as identification, Commission No —Notary Public printed or —stamped sworn me or Notary Public co ission No. Name of No ary ty d print E ' =OKEE HEN J� ST P S Public -State to 0 f Florida da # 1 65 8 o HH 47 Expires 'res � � E;V =n E ASHL�EIY BROOKE STEPHENS �p ub Notary P blic-State of Florida Commission ommission # HH 147658 m t A y C m m, y Commission Expires J .. 30, , 2 0 2 5 June 30_2025 INb I KFf d'.tAA_ I GV I It L UK br\ ' V&t*7V NCa I / df Nage T OTT 12/06/2021 10:05 AM Rcpt: 2386648 Rec: 10.00 CIS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller Permit No V M4 P, :WIDNor 25-26-21-011 175Q County of PASCO THE UNDERSIGNED hereby fives notion that improvement MI be made N certain real property, and in accordance vAth Chapter 713, Florida Statutes, the following information is Provided in this Notice of Commencement 1. Des' ttion of Fr Parcel Idanti9icaperr No. 2`''h''2t-0tto-DepC0-175fl 283A LYTTON HALL DR StreetAdkdrass, ZEPHYR}SILLS FL 33.54Q 2. General Description rk Improverxmt SOLAR PV INSTALLATION 3- CWW Information Or Lessee information if the Lessee contracted for the improvement wAINVW2IGHT AGULERA JONATHAN M $ RIVERA MONTE$ AMALIA 2834 LYTTON HALL DRIVE ZEPHYRMLLS FL 33W Address Interest in Propedy..PROPERTY OWNER Name of Fee Simple Titleholder, (it different from Owner listed abore) im 4- c Address Titan Solar Power FL ` ' state Name ,13620 49th St N Clearwater FL 33762 Contractors Tetaptone Nu.. 8139829001 s. Surety — Name Addro.ss City Amount of Band 3 Telephone No 6. lender Name state State Address City State Lenders Telephone No.. 7. Persons vathin the State of Florida designated by the owner upon wnorn notices or other documents may be served as provided by Scotian 713.13(l)(a)(7), Florida Statutes State Tciaphorre Number of Desgriated Person 8. In addition to hansef, , the o rar cpswates of _ to receive a copy of the Lienars Notice as pvnded in Section 713.130 Xb), Honda Statutes. Telephone Number of Person or Entity DesWated by Owner g E.xprown data of Notice of Commencement (the expiration date may not be before the completion of cansWctinn and final payment to the contractor, but will be one year from the date of raonming unless a different date is specified). WARNING TO cWNER ANY PAYMENTS MACE BY THE d VVWR AFTER THE EXPIRATION OF TTE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CKAPTER 713, PART 1, SECTION 71313, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEME.Nt MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE C OMMEtD7tD WOW OR RECORDING YOUR NOTICE OF COMMENCEMENT Under penalty of ped belief declare that I haw read the foregoing notice of commencement and that the facts stated thefem are true to the best t STATE OF FLORi[A COUNTY OF PASCO c �g-ou:of Owta:m ne€ or L or Ororizeds or Lessee's Authoffl artrla eager I 3x,voatory's TileKkfice The forcgowg Instrument was acdnowledgercl before me this.!_ ? ..Y of 20V tY ..—as ....� � A�,.S.A.� (lope of authority. e.g.. officertrustee, attonney in i} for (name Of pa .nor, el tt of whom instruirtlent Yves atacutad) Persaaadly Knnwn [] Pr'odktttxnd tdantiinaho�n j Nphily Sgnieftle Type of ldewica' non d,_,.,^ y... home tPrnta � Lev T wT,xtatattx.'s'nrt - anmsrruten lot XC63048 �awirr nnri°�• Z 3m P" r 3 w o o Fin o a 0 ' x M o„, m�a «i nt a m WE MA 1 0 MAIIII ME IRRADIANCE MAP DOCUMENT CONTROL SUED FOR PERMIT EV DESCRIPTION ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC CA, 32661 255 GIRALDA AVE CORAL GABLES, FL 33134 DESIGN@ENGIPARTNERS COM ENGINEERING STAMP Digitally signed by Rafael A -Gonzalez Soto -Doke 2021.12.15 13:13:06 -04'00' [LIN CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 THONOTASASSA. FL 33592 (813) 982 -9001 CONTRACTOR LOGO T A S 0 L A R P 0 V1 E R IT A N IHI' I/! < 'yz 83104 0AN rA 7',, 'VA L CUSTOMER: JONATHAN WAINWRIGHT PROJECTADDRESS: 2834 LYTTON HALL DR ZEPHYRHILLS FL 33540 PARCEL A NUMBER: JHtt I NAMt: PV PANELS: (19) Q.PEAK DUO BLK ML-Glo+ 395W BY QCELLS I I 11121WA :4 1:8 Im RACKING SYSTEM: CROSS RAIL SYSTEM to BY K2 SYSTEMS PROJECT INFORMATION PROJECT LATITUDE 28198352 MIN AMBIENT TEMP PROJECT LONGITUDE -82161155 MAX AMBIENT TEMP yI 34 'C WINO EXPOSURE CITY OF ZEPHYRHILLS AHJ WIND SPEED 1 138 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 D-1 PV MODULES DATA SHEET D-2 SMART MONITORING DATA SHEET INVERTER DATA SHEET 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 ELECTRICAL 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 201T CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2020 FLORIDA BUILDING CODE 7Ti 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 CARRYING 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 FOLLOVVIN( MANUFACTURERS INSTRUCTION SPEC'S, INCLUDING ALL GROUNDINC WEEB CLIPS, GROUND LUGS, AND RAIL SPLICE KITS FOR ELECTRICAI CONTINUITY. MECAVVIND TOOL IS BASED ON THE C&C WIND LOADS FOR ENCLOSEE BUILDINGS. DESIGN WIND PRESSURES ARE CALCULATED USING 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. [991TIM 11111111 2121011 PROJECT ID: ENGINEER OF RECORD: NO RAFAELA GONZALEZ SOTO. PE TSP106211 — - - --- ----------- - DATE: SHEET TITLE: C-1 SHEETS: DOCUMENTCONTROL SUED FOR PERMIT ,EV DESCRIPTION ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION ENGIPARTNERS LLC TITAN SOLAR POWER FL G.A. 32661 Digitallysigned by Rafael A 12221 N US HIGHWAY 301 255 GIRALDA AVE Gonzalez Soto CORAL GABLES, FL 33134 --Date: THONOTASASSA, FL 33592 DES IGN@ENGIPARTNERS.COM � 2021.12.15 (813) 982 -9001 13:13:13 -04'00' CONTRACTOR LOGO 'PA N kljj�,� T 11 S 0 L A R P 0 'N 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 JONATHAN WAINWRIGHT — — ----------- - ------ PROJECT ADDRESS: 2834 LYTTON HALL DR ZEPHYRHILLS FL 33540 2526-21-01 10-00000-1750 SHEET NAME: SAFETY PLAN PROJECT ID: [ENGINEER OF RECORD: ENG. RAFAEL A GONZALEZ SOTO, PE TSP106211 DATE: TITLE: C-2 9 ni: Q MA1111129 64001=911Firm III I =4211FAM WIRE TAG CONDUCTOR QTY. SIZE & TYPE DC (BEFORE JB) (4) #10 AWG PV WIRE DC (AFTER JB) (4) #10 AWG THWN-2 AC (INVERTER TO METER) (2) 48 AWG THWN-2 LEGEND: NEUTRAL QTY. SIZE & TYPE =1 N/A 1)#8AWG THWN-2 RACEWAY RACEWAY RACEWAY HEIGHT OUTPUT 125% OF SIZE & TYPE LOCATION ABOVE ROOF CURRENT OUTPUT CURRRENT NOT APPLICABLE UNDER ARRAY 1/2" TO 3-1/2" 15A 18.8A 3/4" EMT CONDUIT ABOVE ROOF 1/2" TO 3-1/2" 15A 18.8A 3/4" EMT CONDUIT EXTERIOR WALL "N/A" 25A 31.25A WIRE DE RATED CALCULATION MIN OCPD WIRE AMBIENT #OF FINAL DIST. VOLTAGE RATING TEMP COND. AMPACITY 20A 40AX0.76X 1 =30.4A 10 FT. 350V 20A 40A X 0.76 X 0.8 = 24.3 A 20 FT. 350V 40A 55A X 0.76 X 1 = 41.8 A 5 FT, 240V VOLTAGE CONDUIT DROP % FILL % 0.11% 6.4% 0,21% 8.1% 0.1% 7.7% 240V/1 20V 200A BUS BAR 3 #3/0 THWN-2 (19) Q.PEAK DUO BLK ML-G10+ 395W BY QCELLS 2 2 #10 PV WIRE PER STRING 3 L E-14 REFER TO D-1 SHEET 1 #8 BARE WIRE GROUND NEMA3R JUNCTION BOX 3/4" EMT CONDUIT 2 #10 THWN-2 PER STRING 1 #8 THWN-2 GROUND 5 SE600OH-US BY SOLAREDGE 6 2 #8 L1,L2 THWN-2 1 #8 THWN-2 GROUND REFER TO D-3 SHEET 1 #8 THWN-2 NEUTRAL 3/4" EMT CONDUIT 3/4" EMT CONDUIT PV SYSTEM DISCONNECT - 60A RATED 8 PV INTERCONNECTION POINT - PV BREAKER 9 UTILITY ELECTRICAL SERVICE DOCUMENT CONTROL SUED FOR PERMIT !EV I DESCRIPTION ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC C, A, 32661 255 GI RALDA AVE CORAL GABLES, FL 33134 DESIGN@ENGIPARTNERS COM ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL Digitally signed by Rafael A 12221 N US HIGHWAY 301 Gonzalez Soto THONOTASASSA, FL 33592 2021 .1 2.15 1 (813) 982 -9001 13:13:21 -04'00' 1 CONTRACTOR LOGO CUSTOMER: SHEET NAME: JONATHAN WAINWRIGHT —PRo--Abmiss: — - - - - - - ONE LINE RISER DIAGRAM T I TA N 2834 LYTTON HALL DR ZEPHYRHILLS FL 33540 PROJECT ID: ENGINEER RECORD: T TITLE 'm— $ 0 L A R P 0 1,14 E R RAFAE A. GONZALEZ SOTO, PE OF E-1 TSP106211 ____ISHEE_ [El PARCEL NUMBER: 25-26-21-0110-00000-1750 DATE: SHEETS: np a TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN THE ENTIRE PV SYSTEM. DOCUMENT CONTROL SUED FOR PERMIT !EV I DESCRIPTION LABEL LOCATION: AC DISCONNECT, 1 6 16m, m *41"lk 1•1 LABEL LOCATION: • PER CODE: NEC 110.27 (C) OSHA 1910.145(�(7) LABEL LOCATION: �211 I f1 1 -1 LABEL LOCATION: AC DISCONNECT, MAIN PANEL PER CODE: FFPC 7TH EDITION: 11.12.2.1.1.1.1 EA DATE GAD DO ENGINEER CONTACT INFORMATION 12-14-21 GC LB ENGIPARTNERS LLC DATE CADI OC C A,32661 255 GIRALDA AVE F- CORAL GABLES, FL 33134 DES IGN@ENGIPARTNERS.COM ENGINEERING STAMP Digitally signed by Rafael A Gonzalez Soto Date: 2021.12.15 13:13:29 -04'00' INVERTER#1 LABEL LOCATION: *ER CODE: NEC 690.31 (G) (3) CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 THONOTASASSA, FL 33592 (813) 982 -9001 INVERTER fffflmlffir#�� NZ1K911ummki CONTRACTOR LOGO *TIT AN S 0 L A A P 0 W E R LABEL LOCATION: AC DISCONNECT CUSTOMER: JONATHAN WAINWRIGHT PROJECTADDRESS: 2834 LYTTON HALL DR ZEPHYRHILLS FL 33540 PARCELNUM. BER- 25-26-21-0110-00000-1750 ail s'ER CODE: NEC 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 151111'll 1 4 5 5 8-1% 1 1% LQ, ' t 11 1111 / , SOLAR POWF,,.41" \ F L 0 R I DAI CEN RMSTRONG BLVD, KISSIMMEE,:,, 11-855-SAY-SOLAWI-" NO. 83104 0 4� Z7 A TE OF If 0 R I'D + ox AL Pa''daMi. UHLE I NAME: SAFETY LABELS PROJECT ID: [ENGINEER OF RECORD: ENG RAFAELAGONZALEZ SOTO, PE TSP106211 SHEET TITLE: E-2 SHEETS: 4 C)F q m DOCUMENT CONTROL SUED FOR PERMIT tEV DESCRIPTION ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC C.A. 32661 255 GI RALDA AVE CORAL GABLES, FL 33134 IkIIIIIIIIIIIII&I ENGINEERING STAMP Digitally signed by Rafael A !/�shr�'>O)Gonzalez Soto Date: CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL 12221 N US HIGHWAY 301 THONOTASASSA, FL 33592 LEG END & 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- EOR DOES NOT ASSUME ANY RESPONSIBILITY FOR THE INSTALLATION OF ANY PV SYSTEM ON DEFICIENT ROOFS. ROOF INSPECTION NOTE: • IIFLE IR _FAJn#"T IS COASIDERED ACIA-EXPOSED AFT 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. -NO INDIVIDUAL PV MODULE IS MORE THAN 4 FT AWAY FRO ROOF EDGE OR ANOTHER MODULE. .1 -INDIVIDUAL PV MODULE IS MORE THAN 1.5(MODULE LENGT ASCE 7.16 - 29.4-7 DESIGNED WIND PRESSURES: p = qh (GC p)('YE)( -Ya) MODULE 0.8 3EE D-1 un 0 tn RUNTS 0,6 D AT CENTER F TRUSS - TYP. m a. RUSSES/RAFTERS 0.2 )N - INSTALLER =RIFY IN FIELD 0 CONTRACTOR LOGO 1- 1 TA N S 0 L A R P 0 W FE R CUSTOMER: SOLAR MODULE Ul 703 �CERTIFIED MAX. DESIGN LOAD: 83.54 PSIF APPLIED WIND LOAD: 31.31 psf Q.PEAK DUO BLK ML-GlO- 73 395W 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, ITITIM151:1117TATIMMM WORST CASE MODULE: ZONE 1:-29% ULTIMATE WIND SPEED 1401mph DESIGN WIND SPEED 1381mph RISK CATEGORY 11 EXPOSURE CATEGORY B ROOF SLOPE 20 ROOF TYPE I HIPPED MATERIAL ROOF TYPE ASPHALT SHINGLES PRESSURE ZONE: 1&2 MEAN ROOF HEIGHT 13.65 PERIMETER WIDTH: 4.20 KD 0.85 KZT 1.00 K� 0.575 VELOCITY PRESSURE (q) = 0.60*0.00256* KjKZTKDV' VELOCITY PRESSURE (ASD) 1 14.29 INTERIOR EDGE FACTOR: YE= 1 0 EXTERIOR EDGE FACTOR. - 1 5 fE ARRAY EQ ALIZATIOP 1 FACTOR: I Ya = 10 8 EXTERNAL PRESSURE COEFFICIENT Z1 0.7 -1.4 EXTERNAL PRESSURE COEFFICIENT Z2e 0.7 -2.0 EXTERNAL PRESSURE COEFFICIENT Z2T 0.7 -2.0 EXTERNAL PRESSURE COEFFICIENT Z3 03 -2.0 INTERNAL PRESSURE COEFFICIENT 0.18 ZONES PRESSURES (PSF) INTERIOR PRESSURES (PSF) EXTERIOR PRESSURES (PSF) MAX SPAN (FT) MAX CANTI- LEVER (IN 1 -22.58 -16.00 -24.01 4 16" 2e - 31A5 -22.86 -34.30 4 16" 2r -31.15 -22.86 -34.30 2 8 3 -31.15 1 -22.86 -34.30 2 8 TOTAL ROOF AREA TOTAL MODULES: 10 100 1000 TOTAL PHOTOVOLTAIC AREA: Effective Wind Area, ft2 WIND LOAD (PSF): TOTAL WIND LOAD (LK): TOTAL ROOF MOUNTS: A TENSION FORCE PER MOUNT 7 A 83104 % 4 0A0 STATE OF SHEET NAME: JONATHAN WAINWRIGHT 2834 LYTTON HALL DR ZEPHYRH;LLS FL 33540 6*Ylmgjlolltgjlok7.tlm2w,.",I,NL PROJECT ID: ENGINEER OF RECORD: N G EL A. GONZALEZ SOTO, PE TSPlOE3211 DATE: 2,658.701sq.-ft 19 401 58TSq -ft _31 . 31 -12,573.47 38 -330.88 FITLE: S-1 DESIGN@ENGIPARTNERS.COM (813) 982 -9001 PARCEL NUMBER: 25-29-21-01 10-00000-1750 rl np CI We support P Vspst 5 mx+N 'ul a`+F,� Fel nsi GraGerrics i,f j Ir: 1/4" SS 18-8 BOLT 1/4" SS SERRATED FLANGE K2 SYSTEMS CROSS RAIL SPLICE FOOT SEE DATA SHEET ABOVE l p� W.W040yY FLASHING Zti 1 -EXIST. 2X WD, CROSSRAIL YETI END CLAMP (� TRusses OR RAFTERS z 1 � i I r � PLACE BOLT C3 I;t j r AT C-L. OF TRUSS OR RAFTER V_ ECTIO SfA-A!9 N T.S. 2X4 RAFTERS 24" O.C. F ASPHALT SHINGLES NOTE: 5/16" SS LAG BOLT SEAL BASE MOUNT TO EXISTING 11 5/16" SS FENDER WASHER ROOF UNDERLAYMENT WITH ROOF'i SEALANT AND MEMBRANE J SEALANT - DOCUMENT CONTROL SUED FOR PERMIT ,EV DESCRIPTION ENGINEER CONTACT INFORMATION ENGIPARTNERS LLC C.A. 32661 255 GIRALDA AVE CORAL GABLES, FL 33134 ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL z Digitally signed 12221 N US HIGHWAY 301 by Rafael A +,Gonzalez Soto THONOTASASSA, FL 33592 LAG BOLT PULL OUT CALCULATIONS Spruce, Pine, Per inch Thread Depth 266lbs SS Lag Bolt 5116" x 4' Min. Thread Depth 0'-3" Wood Strength x Thread Depth = Pull Out Strength 266 lbs. x 3 in = 798 Ids Allowable Pull Out Strength per Lag Bolt 798 Ibs Max. Pull Out Strength Required per Lag Bolt 330,88 Lag Bolt Pull Out Strength Safety Factor 7riqT;; DISTRIBUTED LOAD CALCULATIONS P_V MODULES & RACKING WEIGHT =AiNDIViDUAL MODULE WEIGHT + 3 5 LBS),* (MODULE OTYj=L52 LBSr t191 988 LBS PER SQUARE FEET, {PSF} ARRAY GOAD PV MODULES & RACKING WEIGHT / TOTAL ARRAY AREA = 988 LBS 1401.58 SOFT 148 PSP' HENCE, ROOF WILL CARRY THE ADDITIONAL SOLAR SYSTEM ----- - --- —LOAD ---- -------- Notes: (1) Thread must be embedded in the side grain of a Trusses or other structural member integral with the building structure. (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 necessary, contact a local engineer to specify lag bolt size with regard to shear forces. (5) Install lag balls with head ad washer flush to surface (no gap). Do nor over -torque. (6) Withdrawal design values for lag screw, connections shall be multiplied by applicable adjustment factors if necessary. See table 10.3.1 in the American Wood Council NDS for Wood Construction. CONTRACTOR LOGO Lag Screw Installation Guidelines i. Determine location for the Mount on roof by drilling through the center of truss from bottom with 5/32" di bit. 2. Mark mounting holes for Mount on undedayment. 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 crews and fasten Mount securely to trusses. 7. Apply additional sealant to top assembly to be sure all penetrations are sealed. Lag pull-out (withdrawal) capacities (Ibs) in typical roof lumber (ASID -- Douglas Fir, Larch Douglas Fir, South Engelman Spruce, Lodgepole Pine (MSR 1650 f & higher) STAINLESS STEEL Lag screw specifications Specific 5/,"shaft, ` gravity per inch thread depth 0,50 266 0.46 235 0,46 235 Hem, Fir, Redwood (Dose grain) 0.43 212 Hem, Fir (North) 0,46 235 .. maa„ma�«ou r<sr 1 Southern Pine 0,55 307 Spruce, Pine, Fir 0.42 205 -. <e _.__..___ Sp cruSp e P!ne, Fir (E of 2 million psi and higher *- grades of MSR and MEL) 0,50 266 Wood Sources: American Wood Council, ADS 2005, Table 71.2A, 91.3A. JONATHAN WAINWRIGHT PROJECTADDRESS: 2834 LYTTON HALL DR ZEPHYRHILLS FL 33540 SHEET NAME: PROJECT ID: [:NGIEOLFNEER RECORD: NG A. GONZAL ZSOTO. PE TSP106211------- -- DATE: SHEET TITLE: S-2 SHEETS: H' nI— a I 11 DESIGN@ENGIPARTNERS.COM 2021.12.15 (813) 982 -9001 13:13:45 -04'Coll S 0 L A R P0WER 2S_2Ft-91_0110Ln00 in-174n THE IDEAL SOLUTION FOR: 9 .,rhal ularr Engineered in Germany DOCUMENT CONTROL SUED FOR PERMIT :EV DESCRIPTION N1 EC}AN ICA L APE IPICAT(N �"t 1873 rnr^,.< 1045- .32-(irn udn8r8"' j as . „ , _ 3,2 Tim fn rvjna Iy prf. stre5sed N°aewit` ant, r 5 f -,t k,rology corn to fIr- ._ EI k.onad1saH a Iu,Iniur 6 x 22 rnonoctystal'ine 0AN UIV, soiww half r_FL; 53 1101.. rm x:32-60 rrm x.:15-It3 mm P otcnt r ul� IPo7 with bypa5sdlod05 ., ..,.. 4mm,Selo, cab[e,(t) Y250mm,i✓ SIZO rmm s r 6taubll C`AC4-.IP6H _. _....... .. :..._. .................... ........... ...._ ...... ............-.....__..- T-------..._-----._ ELE'TRI{ L CHARACTERISTICS ' WAND Pv POJuERCLASS m 385 390 395 400 405 410� z` TOP FV1 .......�._ _.....,...�..�.........�.... ........._..........-,._..... . nu•:rax[€a Fwr,= twi 335 :390 4Gs� 2017 .2 1 2-1, 2020 2€119 is [A] _._ 11.04 S1.G-1 11.10 _ 11.14� 11, 7 111.20 11 45,19 45:23 4�:27, 45.30 45:34 45,37 ._.m...m�.....,n_...�....�--e..�.�...�,�,..:., .�...., .m.a.e�..�...a..___-__ ______._.. .,�:7 law [Aj to.519 1065 16.71 10,77' .� 1033 10.89 .... ,.....,�,,........�._,...�.�... .. 3r37.64 - V,�: (tt] 636 3662 3688 "7.Y., � 9 (✓] rgg 199 >20.1 z2GA a2016 20.9 F51 CoRe) Pr.,, 1w] 288,8 .91.6 293.3 3U0.1 303.8 307.E n n a !s& [A] 8.90 8.92 8.95 8.97 9.00 9 Warranty 0 CELLS Roa;pt&Pert Yrettl Sacwtfg rSss� ✓"roc PI/I 42fi2 42.65 4L69 4272 42.76 42.79 ,.'3n., ...P. b.,...-., 1�� ftj - 3.35 9.41 _., 3.46 8.51 _ 8.57 _....._.�.�.,, 8.62 a _ t C,... .�,...,.,._.._.. 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FaII ,Jana a u 'm le in Haas .---i-.-- rxdependentcertlfcationinstituteTUVRheinland. wifiTVwarramyferrnsof7e ��" s"" �°• 'a° °"°' Q CELLS sales arganisa0on ofycLr r2sp X Ve"& crxm7y INNOVATIVE ALL-WATHER TECHNOLOGY � � � IfTDcalrrcdjlepefvrrranckurd�rlon gediarIcecoriditxisIn Opt.mal y'elds, whatever the weather with excellent cum censor, to i c, laoowlr,) low -fight and temperature behaviour. TEMPERATURE COEFFICIENTS t%xK] ac4 r Z) 0.27 ar ENDURiNG HIGH PERFORMANCE _ . r %IK] _ r7n0 t�]_,. 4313 Long-term yield ecur:ty a th Anti UD Technology, _ Hot -Spat Protect and Traceable Qua]'ty Tra.QT . PROPERTIES FOR SY ENI DES ( .0u (V] 11 RATING _.[A]E%T cEE�EATHER R ifC� f PE2 High-tech aluminium alloy frame, ceril 'ed for _ Pa] 6001966 high snow (5400 Pa) and wind loads (4000 Pa): t., . ,..., ._ [Fa] 547614 C, o A RELIABLE INVESTMENT QUALIFICATIONS «TION AND CERTIFICATES PACKAGING INFORMATION �(T Inclusive 26-year product warranty and 25-year m (l Irear per ormar ce warranty' c I vv ass a:a 4 t i2:n �x 2ets �4 ar N 1 CP12 271 1 C"1 34:'�.t € 9 P ✓tzolNsrso ao � T.9 f 1 3- � Ats 32 mo;]oh35 C7 Fd r'a sfi:s6 .raulm. e:: y. C4f.-1 h A - wmmw, v ..... ... ......._.._. ..-... ....._,......_.,_.,,,_.__.,_,__.,,__....,___.........._...-._....._._._..,_.. ....,._..�....,,,,_. CELLS G bH S*}p16 nStNL19'13I-1t. fdVCVJed ise 2h.., >ti.0,,q.^m ^d qp-� 2ng..r,nw-or CCfI'"..'�::. m, nCYr371m- 2ppr,_,Fd ,Le a,d t .e of t� s „ ,0dn,_,_ Made in ttorea H-Aia 0 CELLS Aust rate Ply Ltd Su fs 1. Level 1 S alue >trast `tcrth SN�:�7. NS`N 2060, Australia I TEL +-61 i0)2 9016 30 38 1 f:A Xt A! (0)2 go1630: 2 i ENIA€t.-_TC,;l • aus731iE@<7-.cell ,�-.-.I V48a WnsuqcAfs.wrrv;�u MBAI� Engineered in Germany DATE 'ICADIQC ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION is-ace-z1 GcjLe ENGIPARTNERS LLC TITAN SOLAR POWER FL DATE �ADIQC C.A. 32661 sa. Digitally 5lgrteCl % by Rafael A 12221 N US HIGHWAY 301 255 GlRALDA AVE F y+F _Gonzalez Soto CORAL GABLES, FL 33134 /w..fE''6 p{Sd, THONOTASASSA, FL 33592 - DESIGN@ENGIPARTNERS.COM F °_,; 2421.12.15 (813) 982 -9001 CONTRACTOR LOGO *TITAN S 0 L A R PLY W E R CUSTOMER: JONATHAN WAINWRIGHT 2834 LYTTON HALL DR ZEPHYRHILLS FL 33540 PARCEL -NUMBER. GICELLS SHEET NAME: PROJECT ID: [:NNGGI=EOLF RECORD: A. GONZALEZ SOTO. PE TSP106211 DATE: f a ar j<4 y� 'aO� tp 1 Al A rG '.Do ,• . yyyi1d39;i,�� D-1 I DOCUMENT CONTROL SUED FOR PERMIT ,EV DESCRIPTION Specifically designed to work with Solar£dge inverters Up to 25% more energy Superior efficiency (99.5%) Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading Flexible system design for maximum space utilization solaredge_COIT1 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 OptimizerPower r North America P320 / P340 / P370 / P40 / P401/ 405 / P485 / P505 I€ FUI Rated lr t it UC P r" ....�: 7 7C 0� �� 4'S Zu .� Cv '- W Absaiutc Mix;mrjm inrmilU i.a; 48 50 a; ce, (V L I X f St i C td.e, E {tinny �7, cfafk R .ne ..... q__ S _ b 6u >r-Ci _-> co 12 > 23 it't n- 02 11 i 'la 1 11,75 'iA Adc Maxi_aIrr DChp iCi1'rent - 1375 - t 125 -,25 iS Adc - Maxi urn Efficieno/ -- - 4.5 - - - --- -c Vvel Ihte", E flC e c 9a 3 as , G"ervo': ia3e ,�a�;ory II OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) "lj -__ ____._----- --T._ ___-_ ---- _--- i Ad, "'I siml mnC)"m Voltage I 60 SS r r. OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Sslfe,! rjp,,P V :E4age per-- Opi rnraer 1 b oc STANDARD COMPLIANCE Eh -t La Part > C, ass 3, ! r 5 0Oa-5-2, Kri0rrC 5 Safety e Z.i9-� ( a� i f'=71: UL1741 ... _.—_. Ma.e. ial _..._-._ . _ - -. _ .-__. _ ____....- ltiL,,°: ii J, UV R sstaat -..._._ .....___..-._..__..� o#-{S ye, INSTALLATION SPECIFICATIONS - - Max rr.rrn A:IIu./J Sys€errs Vd- Ca vat n;e+rs• eFters A 1 '-OlarEdgje SnnieDhase ant; T? ree v tors .---- ___._.. ''x' i27x x M,M ,'x yn, ?yxLxHj 29n:53 .Z7.5<�x1i - I I�19 4'5 6x BGI 13 .rd d (al f'_' 6.,0 ,t: 4 c J 1-, 5s „ ` 845 9 eJ.:4t LJ 311i") slno.i' or 1u'a0 - trioutr.o-nectc- MCA;;; MC4.1 t....... 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S r r yi srr rq h-ir r t ', [ r z r r r r a t t .,.� t e t r r, R >I. 1 eri q 3 :u�r, emen' ai 3bgrd it ltoi tl I+rt U 9 er xr q rn _r f inry15C1 ?) .a2 ,Wu0 y_jit i.k; cd , saltuu .if) IS-'C-;V L_r...ry .+:, .I ,na �.,:�Fc dJEr .bov'..:a.. 4ef 'Ldg T h E g td AR g d SOLAR[Xj'dge1r9 OPI iMIZED 6Y 9)L,sR (GE ,ad k g ¢tad f So uEdgo Fr 7i �iog+es, lst Aft,,tf» tra3ema a, . m, dher +r r,,,ra . ,rah, re, etmars Date OFWDt.. :.S-"C4 t,1A U., j -Yo chanypa hu,A wixe DATE ADI 00 ENGINEER CONTACT INFORMATION ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION CONTRACTOR LOGO 12-14-21 jGC jLB ENGIPARTNERS LLC TITAN SOLAR POWER FL DATE iCAD�OC C.A. 32661 d4ra „ Digitally signed E :,z. by Rafael A 12221 N US HIGHWAY 301 _ -� 255 GIRALDA AVE CORAL GABLES, FL 33134 - f ,Gonzalez Soto*TITAN -` �;>Rr `Date: THONOTASASSA. FL 33592 - S O L A R P O W E R -- -- DESIGN@ENGIPARTNERS.COM 2021.12.15 (813) 982 -9001 13:14:02-04'00' I Sul IS 14 p o f " <� U ;G t4o RoHS lntei'rek CUSTOMER: SHEET NAME: JONATHAN WAINWRIGHT ®� DATA ' SHEET ii PROJECT ADDRESS: SMART ri 2834 LYTTON HALL DR ZEPHYRHILLS FL 33540 PROJECT ID: ENGINEER OF RECORD: [SHEETS: EET TITLE: ENG. RAFAEL A GONZALEZ SOTO. PE ®-2 -- TS P 106211 --- _ — -- -- _ - --- - PARCEL NUMBER: DATE: „� h1D rm 'm v" I Specifically designed to work with power optimizers I UL1 741 SA certified, for CPUC Rule 21 grid compliance I Record -breaking 99% weighted efficiency I Quick and easy inverter commissioning directly from a smartphone using the SolarEdge SetApp I Fixed voltage inverter for longer strings I Integrated arc fault protection and rapid shutdown for NEC 2014 and 2017, per article 690.11 and 690.12 solaredge.com DOCUMENT CONTROL SUED FOR PERMIT ;EV 17DESCRIPTION DATE !CAD QC ENGINEER CONTACT INFORMATION 12-14-21 GC LB — ENGIPARTNERS LLC QC C.A, 32661 DATE CAD 255 GIRALDA AVE CORAL GABLES, FL 33134 ------ ---- DESIGN@ENGIPARTNERS COM I Small, lightweight, and easy to install both outdoors or indoors I Built-in module -level monitoring I Optional: Faster installations with built-in consumption metering (1 % accuracy) and production revenue grade metering (O.S% accuracy, ANSI C1 2.20) 6 'M�4w ENGINEERING STAMP CONTRACTOR CONTACT INFORMATION TITAN SOLAR POWER FL Digitallysigned by Rafael A 12221 IN US HIGHWAY 301 —Gonzalersidto THONOTASASSA, FL 33592 -Date: 2021.12.15 (813)982-9001 13:14:10 -04'00' Single Phase Inverter with HD -Wave TechnOlOgy for North Americ? SE300OH-US SE380OH-US / SE5000WUS SE760OH-US SE1000OH-US140OH-US Rated AC Pourer Outpul 3000 3800 @ 240V 6000 @ 240V 5000 1600 MOO CD 240V VA 3300 208V @ 20 5000 SV 11140G 0000 @ 208V Maximum AC PoWer Output 3000 ?800 240V 00 @ 240V 60 t000 76"Or ifjoclo 11400 Cc, 740V a VA 3,100 CO208V KOO _�08V 10000 C 208V AC Output Voltage Mtr.-Nom-40ax. (211 - 240 - 264) Vac AC CkitputVoage Min. -Nam. -Max_ (183 - 208 - 229) C AC Frequency (Nominal) 59.3 - 60 603(l) Hz Maximum Contnuous Output 12.5 1 16 71 25 t 37 42 47.5 E A Current @240V Maximum CcntjnuOus CLArrut 16 24 Current @MW PowerFactor 1, Adjustable - 0.85 tc 85 GFD! Threshold A Utility Monitoring Islanding ProteCtion, Country Configurtible Trresholds Yes INPUT I I Maximur"n DC Power @240V 460 59M 77509300 11800 500 17650 W Maxinvu D,,, Powei CCO208V /750 15500 W Transfofmerdess, Unoounded Yes Maximum Input Voltage 480 vd c Nominal DC nputVoltage 380 400 Vd I Maximum lriptA Currerrt @240V1' 8_5 10.7 13. 5 16.5 210 27 30.5 Adc Maximum Input Current @208',/�" 1 9 27 t Adc Max. Inpurt Short Circuit Current 4' Adc Reverse -RobrJy Protection. 'res Ground-Fawr lsolat,on Detect, n 600ka Sensttur,V Maximum Inverter Efhciency 49 99.2 % CEC Weqhled Efficiency 99 99 @ 240V 198.5 @ 208V Nigritnruie, travver Consumption < 2.5 W NFor other regional setbngs pleas,, corti'Act Solar Edge -support Z A nigher current source may be used; -,tie inverter will J.5 -nit its iri[Ait current to th,, values stated CONTRACTOR LOGO 0 T I T A N S 0 L A R P 0 W E R 1 ) CUSTOMER: JONATHAN WAINWRIGHT PROJECT A66kiiSs-.- 2834 LYTTON HALL DR ZEPHYRHILLS FL 33540 'GON�14 0 83104 S T'A A L SHEET NAME: PROJECT ID: ENGINEER INEE OF RECORD' N.=RA,ELAGONZALEZ SOTO, PE TSP106211 DA E: SHEET TITLE: D-3 n r _ n