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m City/ Of Zephyrhilis PERMITaNUMBER°; 5335 Eighth Street Zephyrhills, FL 33542 BGR-000630-2020 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 09/09/2020 Permit Type: Building General (Residential) Property.Number Street Address 6111 19Th Street Owner Information Permit Information : Contractor Information Name: REBECCA WOLF Permit Type:Building General(Residential) Contractor:VIVINT SOLAR DEVELOPEF Class of Work:Electric Service Replacement/ LLC Address: 6111 19Th St Building Valuation:$4,719.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$18,876.00 Phone: (813)997-2881 Mechanical Valuation: Plumbing Valuation: Total Valuation:$23,595.00 Total Fees:$265.17 Amount Paid:$265.17 ✓ C�- Date Paid:9/9/2020 10:24:55AM 10 Project:Description _ - INSTALLATION ROOF MOUNT PHOTOVOLTAIC SOLAR Application Fees Electrical Permit Fee $134.38 Electrical Plan Review Fee $67.19 Building Permit Fee $63.60 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. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. 0 �n2 �*r CONTRA R SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER INSTR#2020144008 OR BK 10168 PG 3884 Page 1 of 1 09/01/2020 02:56 PM Rcpt:2199382 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller Permit No. © Parcel ID No V-26-2 -0'/R 0.00000 0381) NOTICE OF COMMENCEMENT State of Florida county of Pasco THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes, the following information is provided in this Notice of Commencement 1. Description of Property.o� t -6 ''` Parcel Identification No. 1 Street Address: 1oIII I0� 2. General Description cf Improvemerd Installation of a roof-mounted solar photovoltaic system 3. Owner Intormation or Lessee hforna' it the Lessee contracted for the improvement _fie ca. Vol - -- - GIIt1hartre�7 J_ Ze:Phllt IL1�S -EL- Address city State Interest in Property: ' Name of Fee Simple Titleholder. (It different from Owner listed above) Address 4. Contractor. Vivint Solar Developer,LLC City State Name 5101)W Fianna Ave Tarnow FL 1104 Address city state Contractor's Telephone No.: (813)359-0534 S. Surety. M1L Name T Address City State G� •Y Amount of Bond:$ Telephone No.: 8. Lender. - ? Name � a Address City State a q, '•r Y ~f Q Lenders Telephone No.: c .w a+�4y7 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by 'P Section 713.13(1)(a)(7),Florida Statutes: Name Address City State Telephone Number of Designated Person: 8. In addition to hirrself,the owner designates of to receive a copy of the Uenors Notice as provided in Section 713.13(1)(b),Florida Statutes. • Telephone Number of Person or Entity Designated by Owner. 9. Expiration date of Notice of Commencement(the expiration date may not be before the camp[ 'on ooff cf�orysptr�uc/E/en andAfi'naI p�aY+rennttt to the�//tom r, contractor.but will be one year from the date of recording unless a different date is specified): �7rlliS/IJL�/�`4 M /��L7 R V A 7 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE AND CANZ 7 RESULT INIDYOUROPAYINGPER TWICEYORIMPROVEMENTS UNDER SPTYOUR PPROPERTY. A NOTICE OF RIDA COMMENCEMENTMUST E DI` 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing rrotice cement and that the fats staled therein are true to the best of my knowledge and belief. w W -J Li STATE OF FLORIDA Q Z V (1) O U COUNTY OF PASCO (n UJ LLL re of or ,or Owners or Lessee's Auth:i O LLO = F— OificerlDi rtnerlManager ® Z Z�' (n J N S � Sign tort' T'Nef ffice 0 Q 0 Q The foregoing instrument was acknowledged before methi ay,of 2(ic��by�G1V.�l_,Q� VOW-- IL O Z -- as �1 f (type of authority,e.g.,officer,trustee,attorney in fact)for ® Ly 1— O U X (name of on behatl of whom fnstru ant was execute. Y LLJ {L C) LL LLI - = 0O ILLJ Personally Known I]OR Produced Identification Notary SignaNre F-- >- LIJ O U Q Type of Identification Produced L Name(Print) 2 V Q H � J w O > Notary Public Stare ofFbrida M Li tY lu. Z Q LrJ Mthan Luy Barbone � Lt� g MY Commiaeion GG 983833 U 0 Q glte, Expires 03/012024 U. U. Q J wpdata/bcslnaticeeommencement48 Z � W L =� r�tJ 0 5 Z m Building Department Daft Received Phone CordactflarPerrafftiho I(q 13 ls-nn 0(0-3 q Owneft Name 91139CC A 0 LS Owner Phone Numb 0..6.e.Md.. I j s r Owner Phone Number Fee Simple Titleholder Name owner Phone Number Fee Simple Titleholder Address JOB ADDRESS Fum iq-m ST. 17-i-FeALwoELLS LOTO SUBMS10114 i PARCE11.10#1 CZ-7-IB-21 -019 0. 176006-0391) (.13T.Mm FROM PRoperry TAX.0.110E) - WORK PROPOSED AOO/ALT R NEwTcAQLNL7R 'REPAIR SIGN = Q DEMOLISH PROPOSSO USE = SFR 0 !Comm OTHER I TYPE OF CONSTRUCTION = BLOCK E3 FRAME STEEL 1; DESCRIPTION OF WORK 11ALERUALWAL OF h k6OLMOWU PHO' SOL R PftlCt BUILDING SIZE 80 FOOTAGE C HEIGHT ISZ. . . . . . . . .. . . . . . . .. . . . . 7 or 9 1 . . . . . . . . . . . .Ir. . . . . . . . . . . . . . . BUILDING VALUATION OF TOTAL CONSTRUCTION EELECTRICAL -ff AMP'SERVICE Q PROGRESS ENERGY Q W.R.E.C. =PLUMBING is =MECHANICAL IS VALUATION OF MECHANICAL INSTALLATION =GAS 0 ROOFING = SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY Imatr 56I,ag Aj:V WPM. SIGNATURE RECASTERED I Y/ N I FEMCURROA L YIN- > 'Address "VAI W, "Al AVE. Mmootq I License#Effijea&I L/0 I -rit \ toA par-16iig ELECTRICIAN COMPANY IV SIGNATURE REGISTERED I Y/ N I FEE CURREI\ I Y/N I Add.. [VAP W.U86M& AVIC License If I F cl 1)till UTLI F1 PL UMBER j COMPANY SIGNATURE 7 REGISTERED YIN I FMCURREA L)UN F7 Address License At MECHANICAL COMPANY SIGNATURE REGISTERED I YIN I FMCURRB LYLN J Address License# OTHER COMPANY SIGNATURE i REGISTERED YIN I FEE CURRIE.\ LZI N j Address License#F 111111111 Its I I I I III fill I III,# $ all ##gills 11111111rioll is RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans:,V)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal dke. Required onsits,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&I dumpster,Site Work Permit for subdivislonsfiarge 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 d4ta. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities 81 dumpster.Site Work Permit for all new projects.AD commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. PROPERTY SURVEY required for all NEW construction. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Fill out application completely. Owner&Contractor sign back of application,notarized If over$7500,a Notice of Commencement Is required. (Alp upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorkting same OVER THE COUNTER PERMITTING (copy of contract requir4d) Reroofs if shingles Sewers Service Upgrades AIC Fences(Plat(Survey/Footage) Driveways-Not over Counter if an public roadways..neec4 ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restirfctions 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—incensing Section at 727-847- 8009. Furthermore, 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 properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES IMPACTAND 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,or expansion of existing buildings,as specified in Pasco County Ordinance number SM7 and 90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. It 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 Guider 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 owner"prior to commencement. CONTRACTOWSiOWNER'S AFFIDAVIT. I car*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 law's 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!den*what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protecti6n-Cypress Bayheads,Weiland Areas and Environmentally Sensitive Lands,WatedWastewater Treatment. , - Southwest Florida Water Management District-Wells, Cypress Bayheads, Weiland Areas, Altering Watercourses. . 11 - Amr.4 Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. I. - US Environmental Protection Agency-Asbestos abatement - Federal Aviation Authority-Runways. 1 understand that the following restrictions apply to the use of fill: - Use of fill Is not allowed in Flood Zone 14"unless expressly permitted. - If the fill material is to be used in Flood Zone W, 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 W in connection with a permitted building using stem wall construction,I certify that fill will be used only to MI the area within the stem wall. If 01 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,after,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 perlod,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 justiffable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPR2 TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT T'WITH YOUR LENDER OR A TArrO7N%Y BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.X(T*03) OWNER OR AGENT CONTRACTOR %r�r., ii9r., 1�00-wd Aor�-Me;l I Subscribed and sworn to(or affirmed)before me this by Who iyi=-9q;211Mt wIffn it me or hasthave produced who islare personally known to me or hasihave produced as klentfficadon. as identification. Notary Public Notary Public Commission No. Commission Na Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped E 00 ION Notary Public Stems of FlOrKia Ap James Quillen My Comnumon H41-1 012750 02 �,, Expires 0912512024 A DocuSign Envelope ID:2B7D807B-5824-4F28-9BCD-6EE806ACFOFC '® to, a1800 W Ashton Blvd. Lehi, UT 84043 Structural Group J.Matthew Walsh, PE Kirk M. Nelson, SE Samuel Brown, PE-Civil Director of Engineering Structural Engineering Structural Engineering james.walsh@vivintsolar.com kirk.nelson@vivintsolar.com sam.brown@vivintsolar.com August 21, 2020 Re: Structural Engineering Services Wolf Structure 6111 19th St, Zephyrhills, FL S-6409941; FL-01 To Whom It May Concern: We have reviewed the following information regarding solar panel installation on the roof of the above referenced structure: 1. Site Visit by a representative from our office under my supervision identifying specific interior and exterior site information including the condition of the existing roof system and the size, spacing, and condition of existing structural framing members. Information gathered during the site visit includes photographs, sketches, and verification forms. 2. Design drawings of the proposed PV System layout, including details to mount the new solar panels to the existing roof. Based on the above information, we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: A. Description of Structure: The existing structure has typical wood framing construction with metal roofing. All wood material utilized for the roof system is assumed to be Southern Pine#2 or better with standard construction components. The designed areas of the home consist of the following framing methods: • Roof Section: Prefabricated trusses at 24"on center. Survey photos indicate that there was free access to verify the framing size and spacing. • Roof Section: Prefabricated trusses at 24" on center. Survey photos indicate that there was free access to verify the framing size and spacing. • Roof Section: Prefabricated trusses at 24" on center. Survey photos indicate that there was free access to verify the framing size and spacing. B. Loading Criteria 11.66 PSF= Dead Load (roofing/framing) 3.00 PSF= Dead Load (solar panels/mounting hardware) 14.66 PSF=Total Dead Load 20 PSF = Roof Live Load (based on local requirements) .Wind speed of 145 mph (based on Exposure Category D-the total area subject to wind uplift is calculated for the Interior, Edge, and Corner Zones of the dwelling.) C. Solar Panel Anchorage 1. Installation shall proceed in accordance with the applicable guidelines and recommendations indicated below. If, during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. • EcoFasten Solar Installation Manual, which can be found on the EcoFasten Solar website (www.ecofastensolar.com). Page 1 of 2 'vnv nsl�'z So I T DocuSign Envelope ID:287D807B-5824-4F28-9BCD-6EE806ACFOFC 2. The solar panels are 1'/2" thick. At no time will the panels be mounted higher than 10" above the existing surface of the roof. 3. The following mounting types shall be used. Please refer to the mounting details for the associated mounting method requirements. Based on our evaluation, the uplift demand is less than the maximum allowable per mount and therefore is adequate. • Corruslide: (2) 1/4"sheet metal screws. Full penetration through 28 gauge minimum metal required. 4. The maximum allowed spacing was calculated for the Wind Speed shown in paragraph B above, using the wind load uplift procedures of ASCE 7-10. These spacing requirements apply to all mount types indicated above. The following values have been verified by in-house testing and the mounting hardware manufacturers' data, which are available upon request. Panel support connections should be staggered, where possible,to distribute load to adjacent members. Modules in Landscape Modules in Portrait Roof Zone Interior Ede Corner Interior Ede Corner Max Vertical Spacing in 40 40 40 66 66 66 Max Horizontal Spacing in 27 27 27 27 27 27 Max Uplift Load Ibs 192 154 142 322 129 60 D. Summary Based on the above evaluation,with appropriate panel anchors being utilized, the roof system designed on will adequately support the additional loading imposed by the solar panels, if installed correctly. This evaluation has been performed for the structural elements only and verifies that they are in conformance with the 2017 Florida Building Code-Residential 6th Edition, current industry standards and practice, and the information supplied to us at the time of this report. If there are any questions regarding the above, or if,more information is required, please contact me. \\o\111I1111 Regards, J. Matthew Walsh, PE FL License No. 84923 = N 84 + _ ate►r/ - � _ DoeuSigned by. ' STATE OF E9' LJ i ® • 41 \ 7AEEB20514FE402... /��� �CCOR1OP�,r���\�\ Matt Walsh NA 10\\\\�\ This item has been electronically signed and sealed by 08/21/2020 Matt Walsh using a Digital Signature and date.Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Page 2 of 2 � v i in 1-m® s o!a r DocuSign Envelope ID:2B7D807B-5824-4F28-9BCD-6EE806ACFOFC vi 1800 W Ashton Blvd.ll.1i nt. a rLehi, LIT 84043 Structural Group J.Matthew Walsh, PP kirk M. Nelson, SE Samuel Brown,PE-Civil Dftectorof Engineering Structural Engineering S&uc€urat Erigirreering jame&walsh@vivintsolarcom kirk.nelson@yheintsolar.com sam.bro wn O_vhdnz9olarcom Structural Design Criteria Project Address Date: August 21,2020 Wolf Residence 6111 19th St Zephyrhills,FL S-6409941 \\ .`'4 VA E W(v ✓//r Residence .V\G E N Risk Category II Roof Area 1632 sf Zza N el Upper Floor Area 0 sf _ _ Number of Stories 1 STATE OF z Mean Roof height 15 ft i - X\ Upper Floor height 0 ft ��jtt -'cLORIDP 'ON Location Parameters �s`�®®iVAL \\N Latitude 28.24666 Longitude -82.172714 Site Class D(Default) Risk Category II Existing Gravity Parameters Roof Dead Load 2 psf Metal 2 psf 3/4" Plywood Sheathing 2 psf Roof Framing @ 24 in.o.c. 3 psf Ceiling,Mechanical,Electrical 2 psf Miscellaneous 12 psf TOTAL Roof Live Load 20 psf Wall Dead Load Ground Snow Load 0 psf 8 ft Wall Height Flat Roof Snow Load 0 psf 300 ft Wall Length 12 psf Wall Weight New Gravity Parameters Roof Dead Load 3.00 psf Solar Panel Weight Roof Live Load with Solar Panels 0 psf Roof Slope Factor 1.0 Roof Slope Factor(ASCE 7-10 Fig.7-2b) Roof Snow Load 0 psf ASCE 7-10 Eq.7.4-1 Seismic Parameters SS = 0.068 g 0.2 sec Spectral Response Acceleration SI = 0.034 g 1.0 sec Spectral Response Acceleration Fa= 1.600 g Site Coefficient from ASCE 7-10,Table 11.4-1 F,= 2.400 Site Coefficient from ASCE 7-10,Table 11.4-2 SDS = 0.073 g Short Period Design Spectral Acceleration SDI = 0.054 g 1 Second Period Design Spectral Acceleration Page 1 of 3 VMin �aar aIV 0 t DocuSign Envelope ID:2B7D807B-5824-4F28-9BCD-6EE806ACFOFC Wind Parameters Wind Speed 145 mph Exposure Category D Roof Angle, 0 13.0 deg Product Information No.of Panels 33 Weight 3.00 psf including mounting system Installed Area 599.4 ft2 No.of Connectors 60 Total Existing Roof Load=Roof Dead Load+(Roof Live Load or Snow)x Spacing 63.32 plf Total New Roof Load=Roof Dead Load+Added Dead Load+(Roof Live Load or Snow)x Spacing) 29.32 plf Change in Demand=(Total New Load-Existing Load)/Existing Load -53.69% Total New Gravity Loads are less than Existing Loads. OK 2015 IEBC Section 707.2 states: "Where addition or replacement of roofing or replacement of equipment results in additional dead loads,structural components supporting such reroofing or equipment shall comply with the gravity load requirements of the International Building Code. EXCEPTION 1. Structural elements where the additional dead load from the roofing or equipment does not increase the force in the element by more than 5 percent." 2015 IRC Section AJ501.4 states: "The minimum design loads for the structure shall be the loads applicable at the time the building was constructed,provided that a dangerous condition is not created.Structural elements that are uncovered during the course of the alteration and that are found to be unsound or dangerous shall be made to comply with the applicable requirements of this code." 2017 FBC Section AJ104.1 states: "Detached one-or two-family dwellings that are not irregular'buildings under Section R301.2.2.2.5 and are not undergoing an extensive reconstruction shall not be required to be evaluated." Page 2 of 3 Vnw i n DocuSign Envelope ID:2B7D807B-5824-4F28-9BCD-6EE806ACFOFC Wind Uplift Simplified Procedure for Components and Cladding ASCE 7-10,Section 30.5 V= 145 mph Basic Wind Speed Exposure D ASCE 7-10,Section 26.7 = 1.47 Adjustment Factor for building height,ASCE 7-10,Figure 30.5-1 K,= 1 Topographic Factor,ASCE 7-10,Section 26.8.2 Roof 0= 13.0 deg Smchor= 27 In Horizontal spacing of roof anchors Atdb= 12.43 sf Panel Area tributary to each roof anchor Paet3o Net Wind Design Pressure,ASCE 7-10,Figure 30.5-1 Roof Zone Zone 1 Zone 2 Zone 3 As shown in ASCE 7-10,Figure 30.5-1 31.5 psf 49.1 psf 89.3 psf Pnet=AKztp.e,00= Design Wind Uplift Pressure,ASCE 7-10,Equation 30.5-1 Zone 1 Zone 2 Zone 3 46 psf 72 psf 131 psf Net= 16 psf Minimum Design Wind,Pressure,ASCE 7-10,Section 30.2.2 Use 46 psf Use 72 psf Use 131 psf Connection to Existing Roof Framing F.S.= 1 Additional Factor of Safety applied to withdrawal force,if desired DLpanel= 3.00 psf Zone 1 Zone 2 Zone 3 W Piift= 46 psf 72 psf 131 psf Atrib= 12.4 sq.ft 6.2 sq.ft 3.1 sq.ft Pt,=F.S.x Atdb x(0.6D-0.6W) Withdrawal force for each roof anchor Zone 1 Zone 2 Zone 3 -322.4 lbs -129.0 lbs '-59.81bs Connection Capacity db= 5/16 in Lag Screw diameter Dpe1= 2.50 in Lag Screw penetration into existing framing member Southern Pine Species of wood framing CD= 1.6 Load Duration Factor for Wind Loading,NDS Table 2.3.2 Ct= 0.7 Temperature Factor,NDS Table 10.3.4 W= 235 lb/in Withdrawal Capacity NDS Equation 12.2-1 W'=CD x Ct x W= 263 lb/in Adjusted withdrawal value Pattow=Dpen x W'= 657 lbs Based on penetration depth Zone 1 Zone 2 Zone 3 DEMAND= 322 lbs 129 lbs 60 lbs Max Load=0.491 OK CAPACITY= 657 lbs 6571bs 657 lbs Page 3 of 3 vivi . i XnKo jinkosolar.us Building Your Trust in Solar Eagle m 60 MONO PERC HALF CELL,MODULE - Positive power toleranceof 0 r i KEY FEATURES Diamond Cell Technology Uniquely designed high performance 5 busbar mono PERC half cell Higher Module Power Decrease in current loss yields higher module efficiency Shade Tolerance More shade tolerance due to twin arrays v PID FREE Reinforced r,n-rase Reinforced cell prevents potential induced degradation a►aa Strength and Durability 5_PS$Fart Pa Certified for high snow(5400P3)and wind(2400 Pa)loads • 1SO9001:2008 quality standards • IS014001:2004 Environmental Standards + OHSAS18001 occupational Health B Safety Standards LINEAR PERFORMANCE WARRANTY • IEC61215,IEC61730 certified products • UL1703 certified products 10 Year Product Warranty • 25 Year Linear Power Warranty Nomenclature: JKM335M-60HBL W Linear performance warranty Code Call T TCode Backsheet Code Cell a 100% 'J Standard performance warranty 97% ACld null Fuil null White n 7f%oral uii Normal E H Haif 8 Black L Diamo�W o value from Jlnko Sol y90% ar's linear Na it� i a °anty c uL us CE LISTED C 80.2% years 0 2 2s s I� III IIIII! I Current-Voltage 8,Power-Voltage Temperature Dependence I I 11 III IIIII Curves(315W) of Isc'Voc'Pmax IIIIII IIIIIIII IIIIIII. IIII II II II IIIIIIIIIIIII so IIIII (IIII IIIIII I i III II III IIIII I llll IIIII II 11111 , 12 — s. IIIII II ! IIIIII IIIII � ;,<0 IIIII (IIIIIIII IIIIIIIIIIIII to +o oro IIIIII IIIIIII IIIIIIII IIII l =a 6 i20 -- IIIIIIII IIIIII IIIIIII III II �£ zoo �������I�II III IIII IIIII eel I I IfIT fTl l l l l III , IIIIIII IIIIIIII IIIIIIIIIIIII 1oa� F'o IIIIIII IIIIII m 2 (IIII IIIII I IIIII I I II III IIIII IIIII n c zc o5 lo u zo zs ao 35 ao I I ' s0 0 .. so :s Il. " Front Side Back Voltage(V) Cell Te peraturet°C) 'Wchanicall Characteristics. e well Type M_on_o P.E_R_C_-;Diamond Cell(158E7 5_ 1551 No.of Half-cells n 120(6x20) Dimenstdn'sl'1 1684xT002z35mmt(66r3'0.<39:4Sx1.38ineh) O: Weight 19.0 kg(41.9lbs) 32m�m Amti,:ReflectionaCoati_ng, ,F"N Glass . a'® Higli Tirans nisston LrowrIron;Tem tired Glass Packaging,Configuratipin, Frame Anodized Aluminum Alloy (Two pallets=One stack) ysunctioh'�Bti >v "+ ',F"rfA,�^:IR674Ratedf ,.,�i 330 es% allef,'60''cs%stack;780`"cs%40:H Container ¢z Output Cables 12AWG,Anode 1S25mm(60.04 in), P -Ps -• sP—••;tea' Q 9... - Cathode 1525mm(60.04 in)or Customized Length tF.ireTe "llype.I�SPECJFICr� e Module Type JKr0315M-60HL JKM3201V1-60HL JKM325M-60HL JKM330M-60HL JKN1335M-60HL e _ STC NOCT STC" NOCT: STC. ';NOCTT ST.0 ^NOCT STC` NOCT``(;:•" Maximum Power(Pmax) 315Wp 235Wp 320Wp 239Wp 325Wp 242Wp 330Wp 246Wp 335Wp 250Wp Maximum Power Voltage(Vmp) 33.2V 312V` 33:4V 31AV.�T33.6V- 31.6V _318WL 31.8V 34.OV 32:OV+2,: Maximum Power Current(Imp) 9.49A 7.56A 9.59A 7.62A 9.68A 7.66A 9.77A 7.74A 9.87A 7.82A Open-circuitVoltage(Voc) _ - 40.7V 37.6V 40.9V. 37.8V. _41`.1V _38:OV 41.3V 38.2V ^41.5V 38:4--^_y�` 1.J Short-circuit Current(Isc) 10.04A 8.33A 10.15A 8.44A 10.20A 8.54A 10.31A 8.65A 10.36A 8.74A Module Efficiency.STC(%)l^. _ 18.67% 18.96./ `_-_ 19:26% L_ :19.56 19.85%. Operating Temperature("C) -40`C-+85°C Maxim um5Rstem.Voltage _ _ Y 1000VDC(UQ11000VOC(IEC)i�-•T-__ter` '-��^ Maximum Series Fuse Rating 20A '7 Power Tolerance 0-+3%' Temperature Coefficients of Pmax -0.36%/C 7 'Temperature Coefficients of Voc _- �_�— -0'28%I°c_..�� Temperature Coefficients of Isc 0.046%/°C Nominal Operating Cell Temperature (NOCT) — _ _45±2°C STC: -..4-Irradiance 1000W/m2 ®Cell Temperature 25°C AM=1.5 NOCT: '®:Irradiance 800W/m2 [a Ambient Temperature 20°C AM=1.5 J Wind Speed lm/s Power measurement tolerance:_3% CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. rl J1nko Solar Co.. Ltd. All rights reserved. Specifications included in this datasheet are subject to change without notice. J KM315-335 M-60HL-A 1-U S Sin l ,e Phase Inverter :C . with fi.- ave, Tec hnol,o for North America SE300GH -U:S IS E3'800,H UkS S GQ.OH . U�S�/ SE6000H US' E7 ; - ; ` .S 60'0H U`S'/ SE1'i0000H, US'/ SE1�1,4.00H-US, lip rn - , : 0000 *see 1 f Optimized installation with HD-Wave technology J Specifically designed to work with J Extremely small power optimizers J Record-breaking efficiency J Built-in module-level monitoring J Fixed voltage inverter for longer strings J Outdoor and indoor installation J Integrated arc fault protection and rapid shutdown for J Optional: Revenue grade data,ANSI C12.20 NEC 2014 and 2017, per article 690.11 and 690:12 Class 0.5 (0.5%accuracy) J LID741 SA certified,for CPUC Rule 21 grid compliance solaredge.com S o I a r A S ® �' Single Phase Inverter with HD-Wave Technology for N®rth America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US / SE10000H=US i SE1140OH-US SE300OH;—US :ee eee pace ooa eeee gee OUTPUT• Rated AC Power Output 3000 3800 @ 240V 5000 7600 @ 240V 7600 10000 11400 @ 240V VA 3300 @ 208V 5000 @ 208V 10000 @ 208V 3800 @ 240V 60GO @ 240V 11400 @ 240V Maximum AC Power Output 3000 3300 @ 208V 5000 S000 @ 208V 7600 !0000 0000 @ 208V VA AC Output Voltage Min.-Nam.-Max ✓ ✓ ✓ ✓ ✓ ✓ ✓ vac (211-240-264) t AC Output Voltage Min.-Nom.-tvlax. ✓ ! ✓ ✓ Vac (183-208-229) AC Frequency(Nominal) 59.3-60-60.51, Hz Maximum Continuous Output 2.5 6 I 21 25 32 >2 A 5 A. Current @240V i Maximum Continuous Output Current @208V 16 I 24 4.8.5 A (aFUI I nresnolc 1 Utility lvlonitoring,Istancing Protection, Country Configurable Thresholds es INPUT Maximum DC Power @240V 4650 5900 7750 9300 11800 1 15500 17650 d Maximum DC Pourer @208V - 5100 - 7750 15500 W Transformer--less.Ungrounded vas Maxtmurn input Vicitace 480 Vdc Nominal DC Input Voltage 380 400 Vdc Maximum Input Curenr @240V° 85 C5 3 5 16 5 20 27 30.5 Adc Maximum spur Current @20811" 9 13.5 - - 27 Aac Max.Input Shor Circuit Current 45 Acc Re`,erse-Pplarry Prot°=tion (es Ground-Fauit Isolation Detection 600L-Sensitvity Maximum Inverter Mciency 99 992 �o CEC We n[ee E"lcienc 99 99 @ 240V d 7 98.5 @ 208V Nighmme Dower Consumption <2.5 W ADDITIONAL FEATURES Supposed Communication!nrer aces RS485,Etnernet,Zigi3ee(optionai),Cellular;optional) Revenue Grace Data,ANSI C1220 Optional Rapid Shutdown,- NEC 2014 arc Auromaic Radio Shutccwn upcn 4C Grp Disconnect2017 590 12 STANDARD COMPLIANCE Sa cry Ui1741 UL17 SA,UL16998,CS,C22 2,Canadian AFC'acccrdind to T.I.L.\-1-07 GriC lonnecticn Standards IEE=1547 Rule 21,Rule 14(HI) E-misslons =CC 03ri 15 Class 3 INSTALLATION SPECIFICATIONS _ AC Outcu[Concuit Size! WiG Range I'.Maximum,r is-6 Ay/G 1'.Maximum"4-4 AWG DC lnour Conct it Size i=of Strings 1 Maximum%I-2 tnngs t4-:abVG Maximum 1': 3 s-trings r 14-6 4wlG 4WG Range Dirriers:onc win;^Sa[erJ SWIT& - ii i%1u.5,58r15n,:7r; •74 213t145<73540•.370.18S r1 ,i-txbVxD) r' We;ont:vith Safety S4mich 22! 10 251/11_1 26.2 119 38.3/17 6 ib '<d disc ?S -- — —— <50 38A F Codling Narural Corvecacn Oce,anng TemceiaDjre Rance .13 to -140%-2S o -50°(.a0r-aG'C option) _ C Pro[ec:lon Raring wEMA�,k;Inverter Nun Safety s.vitcn, •,rre, 3eiirgs Diease_.n[art:oiarEcge t�UUc^ dJ-1&ei_�rfart iource"ay ee„seci .e-`er-e''rmllr rS gnu,,;-i. cnr[O 11°:aiueS ffdteo 7e,;er•�e.i:ce rve•e'D N'SEr ,r �509U�us:Q cC'+ti"le 17tir;nrcr' at,,r? -V-rOs,'/1v 1SC1ar?OQe cO!:15res:,7e'dUn)^.:es,9z--=^1cE'3*i„__'eratinc-"'o[e-••,d::0� �C e'i�:•o,r•, ics,eH-'JSODpi ihi�� - . Y'SolarEdge Technologies,inc.All rights reserved.SOLAREOGE the SolarEdge logo.OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge s m Technologies.inc All `� other trademarkentioned herein are trademarks of heir respective owners.Date:032019r1/01/ENG NAM.Subject to change without notice. ®�S DocuSign Envelope ID:2B7D807B-5824-4F28-9BCD-6EE806ACF0FC � UKI5UIU I IUNAL NU I E5: GOVERNINGCODES ALL WORK SHALL CONFORM TO THE FOLLOWING CODES a. 2014 NATIONAL ELECTRICAL CODE b. 2017 FL BUILDING CODE-RESIDENTIAL 6TH EDITION c. ANY OTHER LOCAL AMENDMENTS WITH PRE��1'j�'� K SN LL co", CQ1�E, W0R ORICAEUILI)IN CODES�L ELECSRIC SHILLS NA��.�N E CI'CY CF ZE oRpINANGES ® 1�1� SHEET INDEX: PV 0.0-COVER SHEET PV 1.0-SITE PLAN v�E�D�pHYRN� S 1.0- MOUNT DETAILS RED OF Z M�NER� E 1.0- ELECTRICAL DIAGRAM E 2.0- ELECTRICAL NOTES E 3.0- WARNING LABELS E 4.0- WARNING LABEL LOCATIONS E 5.0- ELEC PANEL PHOTOS E 5.1 - ELEC MSP/STICKER PHOTOS \��II111111//�!" GENERAL ELECTRICAL NOTES: _ GENERAL STRUCTURAL NOTES: N 84,2 ;J a. ALL WIRING MUST BE PROPERLY SUPPORTED BY DEVICES OR MECHANICAL a. THE SOLAR PANELS ARE TO BE MOUNTED TO THE ROOF FRAMING USING 7 /Q,r „*G;r MEANS DESIGNED AND LISTED FOR SUCH USE. FOR ROOF-MOUNTED THE ROCK-IT SYSTEM BY ECOFASTEN. THE MOUNTING FEET ARE TO BE , SYSTEMS,WIRING MUST BE PERMANENTLY AND COMPLETELY HELD OFF OF SPACED AS SHOWN IN THE DETAILS,AND MUST BE STAGGERED TO STATE OF ,'4U THE ROOF SURFACE. ADJACENT FRAMING MEMBERS TO SPREAD OUT THE ADDITIONAL LOAD. b. ANY CODE VIOLATIONS EVIDENT IN THE INTERCONNECTION PANEL WILL BE b. UNLESS NOTED OTHERWISE,MOUNTING ANCHORS SHALL BE/6"LAG j/fir &ORI?P,•CC � ORRECTED SYSTEM SHALL BE INSTALLEDOLN INSTALLATION. MINIMUM PENETRATION IN ACCORDANCE WITH ALL RELEVANT CODE c. THE PROPOSED PV SYSTEM ADDS 3 O sf TOTHHE ROO ��/ FRAMING SYSTEM. «.i C. ►D d. RAPID SHUTDOWN INITIATION TAKES PLACE WITHIN THE FIRMWARE OF THE d. ROOF LIVE LOAD=20 psf TYPICAL,0 psf UNDER NEW PV SYSTEM. II 08/21/2020 ''♦ INVERTER. RAPID SHUTDOWN COMMENCES UPON LOSS OF UTILITY SOURCE e. GROUND SNOW LOAD=0 psf VOLTAGE. f. WIND SPEED=145 mph e. SEE*E 1.0 AND*E 2.0 FOR DIAGRAMS,CALCULATIONS,SCHEDULE AND g. EXPOSURE CATEGORY=D D V V n t.Solar SPECIFICATIONS. 1800 ASHTON BLVD. LEHI, UT, 84043 1.877.404.4129 FL LICENSE: EC13006740 PHOTOVOLTAIC SYSTEM SPECIFICATIONS: __J 6111 1 9th Street SYSTEM SIZE- 10.725kW DC 1 7.600kW AC WOLF RESIDENCE MODULE TYPE &AMOUNT- 33SolarEdge Jinko Solar JKM325M-60HBL WITH 33 P340 OPTIMIZERS 6111 19TH ST ( ZEPHYRHILLS,FL, 33542-27O7 MODULE DIMENSIONS- (L/W/H) 66.3"/39.45"/ 1.38" UTILITY ACCOUNT#: 31169 07533 ___J INVERTER- (1) SolarEdge Technologies SE7600H-US INTERCONNECTION METHOD (GRID-TIED) - SUPPLY TAP SERVICE#:S-6409941 REG0NAL OPERATING I CENTER:FL-01 COVE R DATE: 7/20/2020 S H E E T DRAWN BY: CL DocuSign Envelope ID:2B7D807B-5824-4F28-9BCD-6EE806ACFOFC PV STRINGISI: SYSTEM LEGEND (L)SLOPE-13 #1)17 MODULES AZIMUTH-270.85 I PV SYSTEM SIZE: MATERIAL-METAL- _____ METAL-® NEW 10.725kW DC I 7.600kW AC#2)16 MODULES TRAPEZOIDAL M Q O2 SLOPE-13 EXISTING INTERIOR MAIN SERVICE PANEL& AZIMUTH 90.85POINT OF INTERCONNECTION.TIED TO DETACHED UTILITY METER#4405508. MATERIAL-METAL- Iv NEW PV SYSTEM AC DISCONNECT. LOCATED TRAPEZOIDAL I Q WITHIN 10'OF MSP. O SLOPE-13 AZIMUTH-90.85 1 NEW PV SYSTEM INVERTER:SolarEdge Technologies SE7600H-US(RSD EQUIPPED) MATERIAL-METAL- TRAPEZOIDAL 33 NEW JINKO SOLAR JKM325M-60HBL MODULES. NEW SOLAR EDGE P340 OPTIMIZERS,MOUNTED ON THE BACK OF EACH MODULE. NEW PV CONDUIT RUN.*SEE EE1.0 CONDUIT SCHEDULE EXTERIOR RUN ---- -=ATTIC RUN/ // I NEW JUNCTION BOX.(MOUNTED WITH SOLADECK) E j E U) ! E i F \ ____ _________________ ui 0 O E � � / / , ® ® E C ZO # _____ No842 �. STATE OF ;4Lj V4 iSS/ONALE������ l l 11 %" 08/21/2020 vivi nt.Solar 1.877.404.4129 -______J ____ ____ [ WOLF RESIDENCE Th 6111 19TH ST ZEPHYRHILLS, FL, 33542-2707 UTILITY ACCOUNT#: 31169 07533 SERVICE#:5-6409941 SITE PLAN OPERATING CENTER:FL-01 PV 1 . fl DATE: 7/20/2020 SCALE: 3/16" = 1'-0" DRAWN BY: CL DocuSign Envelope ID:2B7D807B-5824-4F28-9BCD-6EE806ACFOFC MOUNTING LEGEND NOTE: CENTERLINE OF SFM TOWER SHALL NOT OVERHANG THE I TRIMRAIL WITH MODULE ATTACHMENT I ROOF ATTACHMENT NFl I [ �3"MICRORAIL/ ATTACHED SPLICE METAL ROOF: ECOFASTEN TRAPEZODIAL CORRUSLIDE I. - 14X3/4 "SS SELF TAPPING&SEALING SHEET METAL SCREWS MOUNT DETAIL - SFM 1 WITH CORRUSLIDE Ej)WITH CLAMP ATTACHMENT CLAMP ATTACHMENT SFM 9"ATTACHED SPLICE COUPLING COUPLING SFM 9"SPLICE MODULE SFM 3" s ILSCO SGB-4 GROUNDING LUGS S 1.0 NOT TO SCALE MODULE -. ✓` 4 * N it METAL ROOF FLUTING GLKKj �` = L=LANDSCAPE CLAMP SPACING � STATE OF 5 MODULES IN PORTRAIT LANDSPACE O TRIMRAIL SPLICE NOT TO SCALE �F TRIMRAIL ROOF ATTACHMENT CLAMP SPAC NG I I 2 SFM LAYOUT SEE TABLE 4 SFM - 9" SPLICE 08/21/2020 TRIMRAIL ONE HOLE STEEL STRAP CONDUIT $1.D NOTTO SCALE S 1.D NOT TO SCALE CONDUIT MOUNT BRACKE CANTILEVER U3 OR LESS __ ! '�'■ ■�.S o I a r 27"MAX i 1.877.404.4129 MODULE ECOFASTEN CORRUSLIDE SELF TAPPING&SEALING SPLICE / 3"MICRORAIL! SHEET METAL SCREWS � % ATTACHED SPLICE 35mm PROFILE 6'MA% WOLF RESIDENCE 6111 19TH ST PV SYSTEM Z YRHILLS,FL,33542-2707 MOUNTING DETAIL flSFM - TRIMRAIL ��- 8 CONDUIT MOUNTING DETAIL UTILITLIT Y ACCOUNT#:31169 07533 $1.0 NOT TO SCALE 5 1.0 NOTTO SCALE NOTTOSCALE 40mm PROFILE SERVICE#:S-6409941 REGIONAL OPERATING CENTER:FL-01 S 1 .O MOUNT DETAILS DATE: 7/20/2020 SCALE: NOT TO SCALE DRAWN BY: CL DocuSign Envelope ID:9A8B701 C-214C-4EB4-BAA0-250FB1 BEA4A3 Photovoltaic System I Conduit Conductor Schedule(Unless Otherwise Specified Conductors Shall be Copper) DC System Size(Watts) I 10725 Tag Description Wire Gauge #of Conductors/Color Conduit Type Conduit Size m m AC System Size (Watts) I 7600 1 DC-to-DC Converter Output(PV Wire) 10 AWG 2(V+,V-)B/R Free Air N/A Total Module Count 33 1 EGC(Bare) 6 AWG 1 BARE Free Air N/A `o o U I— m 2 DC-to-DC Converter Output(THWN-2) 12 AWG 4(2V+,2V-)B/R FMC 1/2" C LL 2 EGC(THWN-2) 12 AWG 1(GRN) FMC 1/2" vi m °) ,-1 J = 3 DC-to-DC Converter Output(THWN-2) 12 AWG 4(2V+,2V-)B/R EMT 1/2" _ c i of U C 3 EGC(THWN-2) 12 AWG 1(GRN) EMT 1/2" O --i 1D = Q 4 Inverter Output(THWN-2) 8 AWG 3(L1,L2,N)B/R/W EMT 3/4" a a 4 EGC(THWN-2) 10 AWG 1(GRN) EMT 3/4" N +� 5 Service Feeder(THWN-2) 6 AWG 3(L1,L2,N)B/R/W EMT 3/4" 5 GEC(THWN-2) 8 AWG 1(GRN) EMT 3/4"lUi (13 Gregory Elvestad A''riEL/t,�!!!� S,t�JO e�w.wMy S !jam August 21,2020 i 6:15 AM MDT t ~-No.86111 C DocuSigned by: O P �'�`� rJ p. BFAA085BE66A45F... I,�! y ) This item has been electronically signed �►'a`� Si and sealed by Gregory Elvestad using a �11"llft� t� v Digital signature and date. Printed copies 8/21/2020 U of this document are not considered License Expires: 2/28/2021 signed and sealed and the signature must be verified on any electronic copies. N 0 SolarEdge J 00 O SE7600H-US O r Z m Point of Interconnection,Supply Side ≥ U > Z u' External Rapid Shutdown 705.12(A) • Disconnect; Square D w Cr Z D222NRB,240V/60A, J , Fused,NEMA3R Q Q U rn STRING 2:16 PV 1 2 16 Z Z LL MODULES •••ri SHEET W MODULES IZERS ExistingSquareD 240V/150A5ervicePanel, NAME: ° Single Phase,with 150A dD Main Disconnect C ,OA STRING 1:17 PV 1 2 '17 J L MODULES NEMA 3R Juncti on Box 4 40A M W/OPTIMIZERS 4 5 SHEET NUMBER: 33 PV MODULES PER INVERTER=10725 WATTS Visible/Lockable'Knife'AC Minimum GEC size 6 STC Disconnect AWG copper DocuSign Envelope ID:9A8B701 C-214C-4EB4-BAA0-250FB1 BEA4A3 DC Safety Switch PV Module Rating @ STC Conductor Calculations m Rated for max operating condition of inverter. Module Make/Model Jinko SolarJKM325M-60HBL N `n Wire ampacity calculated from 310.15(B)(16) &(17) as appropriate with ambient temperature o Art.690.35 compliant.Opens all ungrounded Max.Power Point Current(Imp) 9.68 Amps calculations from 310.15(B)(2)(a) &310.15(B)(3)(c) and raceway fill adjustments from 310.15(B) o f— m C -J ,- Uo conductors Max.Power-Point Voltage(Vmp) 33.6 Volts `^ (3)(a). Conduit on the roof shall be installed no less than 1" above the roof deck. w = LL Open-Circuit Voltage(Voc) 41.1 Volts PV Circuit conductor ampacity is constrained using the 75°C column with the continuous duty M Optimizer SolarEdge P340 Short-Circuit Current(Isc) 10.2 Amps uprating or the 90°C column with the relevant ambient temperature and raceway fill adjustments - DC Input Power 340 Watts Max.Series Fuse(OCPD) 20 Amps without the continuous duty uprating per 690.8(B),whichever results with a larger wire size. >- U DC Max.Input Voltage 48 Volts Nom.Max.Power at STC(Pmax) 325 Watts Non-PV Circuit conductors use the ampacity in the 75°C column or the 90°C column with the DC Max.Input Current 13.75 Amps Max.System Voltage 1000 VDC(UL/IEC) relevant ambient temperature and raceway fill adjustments,whichever is less (110.14(C) & r DC Max.Output Current 15 Amps Voc Temperature Coefficient -0.28 %/C 310.15(A)(2)).The rating of the conductor after adjustments shall be greater than, or equal to, M Max.string rating inverter dependent.See SE documents. the continuous duty uprated current. Inverter Make/Model SolarEdge SE7600H-US F AC Output Current According to art.690.8(B)(1) i 32 Amps More information about conductor calculations can be provided upon request. CEC Efficiency 99 % Nominal AC Voltage 240 Volts Calc. Ex: Wire Ampacity x Ambient Temp.Corr. Factor x Conduit Fill Adj. Factor>=Output Current (Tag 1 Under Array): AC Operating Voltage 240 Volts THIS PANEL IS FED BY MULTIPLE SOURCES(UTILITY AND SOLAR) DC-to-DC Converter Output: 10 AWG rated 30 A, 30 A>= 18.75 A Cont.Max Output Current 32 Amps (Tag 2 Attic): DC Max Input Current 20 Amps Rooftop conductor ampacities designed in compliance with art.690.8, DC-to-DC Converter Output: 12 AWG rated 30 A, 30 Ax 0.71 x 0.8= 17.04 A>= 15 A Tables 310.15(B)(2)(a),310.15(B)(3)(a),310.15(B)(3)(c),310.15(B)(16), Input Short Circuit Current 45 Amps (Tag 3 On Roof): 1/) Max Output Fault Current 40 A/20 ms Chapter 9 Table 4,5,&9. Location specific temperature obtained from DC-to-DC Converter Output: 12 AWG rated 30 A, 30 Ax 0.71 x 0.8= 17.04 A>= 15 A • ASHRAE 2017 data tables. 496 (Tag 4 Exterior): ,& o ASHRAE 2017-VANDENBERG AP Inverter Output:8 AWG rated 50 A, 50 A>=40 A s,,��t1111i111/r�`� C Highest Monthly 2%D.B.Design Temp.:35.1°C (Tag 5 Exterior): N Lowest Min.Mean Extreme D.B.:-5°C Service Feeder: 6 AWG rated 65 A, 65 A>=60 A : * No.86111 i rrr. Power Production Calculation U Service Rating: 150 Amps - STATE OF d y PV Breaker Rating:40 Amps N 40A<= 150A, OK 1101111 tot�%Ik C 8/21/2020 License Expires: 2/28/2021 g 00 0 o I 5I m o OCPD Calculations I > z Breakers sized according to continuous duty output current. PV circuit nominal current based off J J w inverter continuous output current X(1.25[art.690.8(A)])_ < < ° m N IfI J C Other Notes z z 11 Lo • Designed according to and all code citations are relevant to the 2014 National Electrical Code. Inverter 1:SE7600H-US Max Output=32 A x 1.25 [art.690.8(A)] SHEET =40 A<=40 A(OCPD) NAME: system output current w/continuous duty=40<=40A(System OCPD) O m z . SHEET NUMBER: DocuSign Envelope ID:9A8B701 C-214C-4EB4-BAA0-250FB1 BEA4A3 m m N Lh UU.) O Main Service Panel Signage c rn " (Installed on the Face of the Service Meter) m per 690.54,690.56(B),&705.10 v c 4 = O u E • • s _ a > Combiner Boxes,J-Boxes,Disconnects, Devices,& • DC Disconnect per 690.53 n'i Z) Inverters In Un-Grounded Systems per 690.35(F) (String •• • s * • s; ■ -• ti; • • • •• • - s s • systems) • • • + ■ s �1 • s -• -• E • • - r r i s • ■ • - s - . III_ U-..-- ■ ■ sr • - 0 Conduit,Raceways,and i-Boxes (Labeled Every 10') 1 AC Disconnect and Any Load Centers(Combiner Panel) ' '• • �� Q� �GENgOn �` �, per 690.17(E)&705.12 • s • - - • • • ■ • S No.86111 Z C o • • • • s • • • - • r - v i r • • •- - s DC Disconnect per 690.13(B)690.17(E) STATE OFCD �. .. s • • s s • �i� � O R{QP ���` • . r ��j�E�t�dNE04.�t� °' r• • • • tlpil ltd a • r • • r ■ _ • ' ' 8/21/2020 0 • - -• • '• • • • License Expires: 2/28/2021 :. ■ . • . Inverter Output Connection(Solar Breaker)at NO o� Main Service Panel per 705.12(D)(2)(b) z m o U z TI 5 o w '• • • J J Z -, •A 44 ■ m In V) J O Rapid Shutdown per 690.56(C) Rapid Shutdown Disconnect per 690.12(5)Installed On AC Disconnect z z LL • • • s ' ■s • ' s SHEET - r • NAME: I11& c _j a SHEET NUMBER: ALL STICKERS DESCRIBED HEREIN SHALL BE MADE OF WEATHERPROOF ADHESIVE,THEY SHALL BE REFLECTIVE, THEY SHALL CONTAIN NO SMALLER THAN 3/8"WHITE ARIAL FONT TEXT, AND HAVE A RED BACKGROUND, UNLESS OTHERWISE DEPICTED OR DESCRIBED. M ALL PLACARDS SHALL BE WEATHER-RESISTANT, PERMANENTLY ETCHED PLACARDS. HANDWRITTEN SIGNS WILL NOT BE ACCEPTABLE. I w DocuSign Envelope ID:9A8B701C-214C-4EB4-BAAO-250FB1BEA4A3 CAUTION:SOLAR ELECTRIC SYSTEM CONNECTED rf WARNING: DUAL POWER SOURCE n y WARNING WARNING m 1 } Property of Vivint Solar 4 ,� SECOND SOURCE IS A PHOTOVOLTAIC SYSTEM ?�� ELECTRICAL SHOCK HAZARD L1L,"I ELECTRICAL SHOCK HAZARD L MAIN BREAKER DE-RATED TO*** DUE TO SOLAR RATED AC OUTPUT CURRENT: ***A IF A GROUND FAULT IS INDICATED, THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE Q, m m CIRCUITS I NOM.OPERATING AC VOLTAGE: ***V NORMALLY GROUNDED CONDUCTORS UNGROUNDED AND MAY BE ENERGIZED ,. 2 MAX OF***AMPS PV SOURCE ALLOWED Property of Vivint Solar MAY BE UNGROUNDED AND ENERGIZED Property of Vivint Solar m n DO NOT INCREASE MAIN BREAKER RATING WARNING: PHOTOVOLTAIC POWER SOURCE Property of Vivint Solar SITE PLAN PLACARD SHOWING ADDITIONAL POWER = o Property of Vivint Solar 5 Property of Vivint Solar 1 WARNING 13) SOURCE AND DISCONNECT LOCATIONS. PLACARD o Lo } u 3 WARNING PHOTOVOLTAIC AC DISCONNECT 10 INVERTER OUTPUT CONNECTION SHALL BE MOUNTED ON EXTERIOR OF ELECTRICAL ELECTRICAL SHOCK HAZARD RATED AC OUTPUT CURRENT: ***A DO NOT RELOCATE THIS OVERCURRENT DEVICE PANEL(only when necessary) N DO NOT TOUCH TERMINALS.TERMINALS ON BOTH 6 NOM.OPERATING AC VOLTAGE: ***V Property of Vivint Solar Property of Vivint Solar THE LINE AND LOAD SIDES MAY BE ENERGIZED IN Property of Vivint Solar PHOTOVOLTAIC POWER SOURCE DC DISCONNECT THE OPEN POSITION PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID 11 RATED MAXIMUM POWER POINT CURRENT(IMP) ***A ,14) PV rapid shutdown disconnect Property of Vivint Solar 7 ,). SHUTDOWN RATED MAXIMUM POWER POINT VOLTAGE(VMP) ***V - placard indicated on E.3 Property of Vivint Solar MAXIMUM SYSTEM VOLTAGE(VOC) ***V ,�r��{illilq PH�Prope� C DISCONNECT SHORT CIRCUIT CURRENT(ISC) ***A ivint Solar Property of Vivint Solar �� ( �.� � � � � GENS �'90 *** value calculated for each No.86111 account,for specific value see the previous warning label page a N STATE OP s * o .r;OiiS)4' ,��� ono '9/ONM:4# 11 14 4 / 7 8/21/2020 icense Expires: 2/28/2021 0 ROOFTOP ARRAY 8 12 6 6 6 2 4 13 IFAPPLICABLE EVERY 10'AND WITHIN 1'OF ELBOWS 3 9 3 3 3 1 1 2 Q m 0 5 ��sF�2a 5 5 5 5 5 5 own OA�i 5 .-1 MICRO-INVERTER �� I� /1 q z W SYSTEMS DC IV' �VO LU LU Ln Z DISCONNECT a a v_ INSIDE _ LORI - - - - - - - - - - - - 4WH�EN - - - SHEET t NAME: SOLAR INVERTERS COMBINER PANEL VISIBLE/LOCKABLE VIVINT SOLAR METER VISIBLE/LOCKABLEUB PANEL MAIN SERVICE 12 JUNCTION (MAY BE ON ROOFTOP (WHEN USED) A/C DISCONNECT (WHERE REQUIRED) A/C DISCONNECT REQUIRED) ::-_DISCONNECT PANEL = 5 INTEGRATED WITH (WHERE REQUIRED) BOX STRING-INVERTER ARRAY) TYPICAL SOLAR GENERATION INSTALLATION INSIDE PANEL 10 M M SYSTEMS (NOT ALL DEVICES ARE REQUIRED IN EVERY JURISDICTION) SHEET ALL STICKERS DESCRIBED HEREIN SHALL BE MADE OF WEATHERPROOF ADHESIVE, THEY THESE PLACARDS SHALL BE PLACED ON ALL INTERIOR AND EXTERIOR DIRECT-CURRENT (DC) CONDUIT, ENCLOSURES, NUMBER: SHALL BE REFLECTIVE,THEY SHALL CONTAIN NO SMALLER THAN 3/8"WHITE ARIAL FONT RACE-WAYS, CABLE ASSEMBLIES, JUNCTION BOXES COMBINER BOXES, AND DISCONNECTS TO ALERT THE FIRE SERVICE TO TEXT, AND HAVE A RED BACKGROUND, UNLESS OTHERWISE DEPICTED OR DESCRIBED. ALL AVOID CUTTING THEM. MARKINGS SHALL BE PLACED ON ALL DC CONDUIT EVERY 10 FT (3048 MM), WITHIN 1 FT (305MM) OF PLACARDS SHALL BE WEATHER-RESISTANT, PERMANENTLY ETCHED PLACARDS. TURNS OR BENDS AND WITHIN 1 FT(305 MM), ABOVE AND BELOW PENETRATIONS OF ROOF/CEILING ASSEMBLIES,WALLS OR HANDWRITTEN SIGNS WILL NOT BE ACCEPTABLE. BARRIERS Vj