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HomeMy WebLinkAbout20-93 D = Q Fl City p Y rhills of Ze h :PERMIT NUMBER:`' - 5335 Eighth Street ,' Zephyrhills, FL 33542 BGR-000093-2020 Phone: (813)780-0020 " Fax: (813)780-0021 Issue Date: 05/26/2020 Permit Type: Building General (Residential)_ ,Property, Number Street Address'``" 14 26 21 0170 00000 0110 38801 Feathering Way .Owner Information, Permit Information Contractor Information Name: ANTONIO&NILDA LUGO Permit Type:Building General(Residential) Contractor:VIVINT SOLAR DEVELOPEF Class of Work:Electric Service Replacement/ LLC Address: 38801 Feathering Way Building Valuation: ZEPHYRHILLS,FLORIDA 33542 Electrical Valuation:$16,896.00 Phone: (813)714-8694 Mechanical Valuation: Plumbing Valuation: Total Valuation:$16,896.00 � Total Fees:$186.72 Amount Paid:$186.72 /n Date Paid:5/26/2020 1:20:21PM UC/i Project Description INSTALLATION SOLAR PHOTOVOLTAIC SYSTEM Application Fees Electrical Plan Review Fee $62.24 Electrical Permit Fee $124.48 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. CONTRA OR SIGNATURE PE IT OFFICE PERMIT E PIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ® 1800 W Ashton Blvd TM Lehi, UT 84043 vivin electricianlicensing@vivintsolar.com I t-'Solar www.vivintsolar.com Phone:801-845-0286 1 Fax:801.765.5748 January 25, 2019 To Whom It May Concern: I,the undersigned licensed contractor, authorize my employees, named below,to act on my behalf on the performance of the actions listed below: Catherine Russo Ashleigh Janssen James Quillen Adam Mcauley David Hamel Approved Actions: Act on my behalf on any and all matters and dealings including signing plans, paying for/picking up plans/permits, obtaining business licenses, etc. within the City of Zephyrhills. For questions concerning this authorization, please contact me directly by email at electricianlicensing@vivintsolar.com or by phone at 801-845-0286. Best regards, - State of Utah --- - _ County 6f- t _ Subs ed and sworn to before me this ' ,daya of in the year 201 Cody Oram State Contractor License#EC13006740 Janee Lyre.-` lfietd,'. ;wary Public Exp:08/31/2020 My Commission Expires Oct.28,2020 C: 801-369-4950 0:801-845-0286 JANLE LYNE;TTE HADFIELD Notary Public Siate UI Utah My Conrmiss on Expros October 28,2020 813-780.0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department i Date Received 5/13/2020 Phone Contact for Permitting 813 359 _0634 Owner's Name Antonio Lugo Owner Phone Number 813 714-8694 Owner's Address 38801 FEATHERING WAY Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 38801 FEATHERING WAY,ZEPHYRHILLS,FL 33542 LOT# SUBDIVISION EAGLE RANCH PARCELID# 14-26-21-0170-00000-0110 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR COMM ® OTHER I Installation of solar panels TYPE OF CONSTRUCTION = BLOCK = FRAME Q STEEL = DESCRIPTION OF WORK Installation of a roof-mounted (solar)photovoltaic system BUILDING SIZE SQ FOOTAGE= HEIGHT =BUILDING $ 16,896.00 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY = W.R.E.C. =PLUMBING $ w =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 4 =GAS = ROOFING 0 SPECIALTY = OTHER �� FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 11 ' IN ' fill Full 1 BUILDER COMPANY Vivint solar Developer,LLC SIGNATURE REGISTERED Y/ N FEE CURREn I Y/N Address 5100 W Hanna A mpa, F 33634 License# I EC13006740 ELECTRICIAN COMPANY Vivint Solar Developer,LLC SIGNATURE I Y/ N I FEE CURREN Y/N Address 5100 W Hanna Ave,Tampa,FL 33634 License# EC13006740 PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEECURREn YIN Address License# LL■ • • , 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,Stonnwater Plans w/Silt 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,Stonnwater Plans w/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. (A/C 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) RercDfs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED•RESTRICTIONS: The undersloed understands thatthis permlt maybe subjectlo,Veeir resirktlorre whlctmtnaybe mare restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable dead restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work.they may be sreguirod to•be licensed in accordance with state and local regulations. If the contractor Is not licensed•as required by law,bath the owner and contractor may be cited for a misdemeanor violation understate law If the owner or intended contractor-are uncertain as to what liceiistng:requBements may apply fler the Intended vwsrk,•they ale advised to aanmct foe Pasco County Buldlrtg inspt3ctian Divislon�—Licensing Section at 727-847- 800g.: F ise tuttiermore, If the owner has:lifted'a conhaictor or contractors, he is advd to have the contractors)sign portions of the'cantracYar 8latdr'of this application for whirdt they wUl be responsible.. If you.as the owner sign as the contractor,.that maybe-an indication that he Is not prop arty licensed and is not entitled to-permitting Pitvileges'ln Pasco County.. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands thatTransportation Impact Fees and Recoumalk cavery.Fees may apply to the.constrisdfamof new IrWiling%change of use In existing buildbigs..or expanston of extatfng buildings„as specified In Fasco•t ounty,Crdfnanca number 89.07 and gR7-,.as.an=ded.. 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•antResaurc a RecoveryFees-riu et be paid prior to niece[vistg.a"ceatificate of_ocxupattef orttnai power release if;ttje ptajed.does oaf involve:a aeriiBcate:aFccaspanayar final•pgwer release,'tha fees must be paint prior to permit issuance. Furthermore.if Pasco Courny WatedSswer ltnpaet fogs are due..they must be paid pdarto;pem9t issuance inraccardencp vrith applicable Pasco County.ordinances. CONSTRUCTION LIEN LAW(Chapter,713,Florida Staihrt6%as amand6d):.if vatuatlon of work is$ZS00.00 or more,I cartfy that 1, the.applicant have been pnsvlded with a copy,-of the "Florida Construction Lien.Law--Hcmeowriees 0610c6on Guide'prepared by the Florida Department:of Agriaulture and Consumer Attlims If the applicant fs someone other than the"awner:I certify that t have-obtained a copy of the-abave described document and promise In goad faith to del hr itto the"owner prior tiamommerncement CONTRACTOR`SIOWNER'S-AFFiCfAViT: I certilyrthatall the infomiation:in this appllcatibrt is`aaautata.and that.aU:xiarlc WIN,be dame:in txrrtlpHance witll:al appi able Laws regulating construction.zoning andtand development Application is hereby made to obtain a permit to do work and7 Installation as Indicated: t ca til)r 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 taws'nagulating construction;,County and City codes,zoning regulations;and land development regulations in the judsdictlom i also carily that I understand that the regulations Of othe-t.guvemment agencies may apply to the intended work,and that it is my iesporisibilifyta identity.what adfons I must mice to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads,Wetland Areas and Environmentally Sensitive Lands.WaterlWastewaterTreatment Southwest Florida Water Management District Wells, Cypress Sayheads. Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalis,Dodos,Navigable Waterways. Department of Health &Rehabilitative ServiceslEnvimnmentat Health Unit-Wells,Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement FaderalAvtatiom Auttrority-Runways. 1 understand'that the foilaw rig raiwaons apply to the use of fill: Use of till is not allowed in Flood Zane T"unless expressly permitted. - If the fill material is to,be used In Flood Zone A, it is understood that a drainage plan.addressing a 'c:bmpensating volume"will be.submitted'at time of permitting which is prepared by a professional engineer licensed by the Stain of.Florida. - If the 11111 material Is to be used In Flood Z6ne"A"-In caftn4cliorrwith a permitted building using stem watt cohetrucdon,.l certify that'filt Will be used only,t"Uhmarea within.the stem wan. - if itu material Is to be,used in any,area, 1 certify that use of such fill will not,adversely affect adjacent properties. ifuse of-fill is fatmd to-adversely?atfectadjacent properties,the awrtar maybe cited for vlola rq the conditions of the building permit issued,under the attached permit applf atioq;for lots less than one(I) acre wliiah are elevated byfil,an.engineered drainage plan is required. if I arts the AGENT FOR THE OWNER;1.promise_In gotod;taith'to inform thwowner of the-penmitdng conditions set fb th in this affidavit.prIar to oommencing donstiuctlon. I,understand that a separate permit may be required for etectricat warts, plumbing;,.sigrrs,wells.pools,.air conditioning,gas,or other instafiattons not•specitfcao included'in thet applicagen. A permit issued shall be construed to be a,license to procer d with thwwork.and notas authority:to violate.cancel,alter,or set asidwany provisions.of the-lechnieal codes not shall issuance of a pemdtprevent the Suilding•offfaiai from thereafter requiring a correction of emars in plans,construction or vlolations.oranycodes. Every permiti.esued shall become invalid' unless the work authorized•by such permit is commenced within six months of permit issuance;.err If worse authortaed by the permit is suspended or abandoned for a period of:six(6)months actor the time the,work is commenced. Amextension may,be.requestadi In writing;from the-BulidIng Offfdai for�a period not to exceed ninety(SM days and will demprtatrate justNiable cause far the extension, if work ceases for.ninety+(g0)consecutive days,the job:i`s considered abandaned. WARNING TO OWNER: YOUR FAILURE TO RECORD'A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU 11KEND TO OBTAIN FINANCING,CONSULT WITH YOUftLENDRRORAN ATTORNEY ORE RECORDING-YOUS17NOTICE OF COMMENCEIM t9:OR[DA JURAT(r.S.117.03)' OWNER OR AGENT CONTRALTO SubaWbed and swum to(oradfimted)baste me this $ b swv } (or ed.b rare tsv- Who[&rare personally known to me orhasthave produced t Na per&moy ow a a aslh me taleava rreffi � a&IdenUncadon. _asidendncadon. Notary Public Notary Pubic Commission No. Commission No, C"�%'��IL1 9 ' r. ,a n�Ii IN 1% Name of Notary typed,printed or stamped Nam r Notary typed;printiN or stamped JAMES QUtLLEN *: MY COMMISSION#GG033007 ' , � EXPIRES September 25,2020 INSTR#2020073876 OR BK 10098 PG 841 Page 1 of 1 05/07/2020 09:40 AM Rcpt:2159708 Rec: 10.00 DS:0.00 IT:0.00 Nikki Alvan Sotvl Esq- Pasco County Clerk&Comptroller Permit No. Parcel ID No '% R r kj l JI O ' ()( 80' 011 D NOTICE OF COMMENCEMENT State or 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:Parcel Identification No. Street Address: 0 "1 L CC h e'�� f , ? e Ph 2. General Description of improvement_Installation of a roof-mounted solar photovoltaic system 3. Owner Information or Lessee information if the Lessee contracted for the Improvement 96 Address f _ Cityhi I � If � T � 35T 2 Interest In Property: * ice. Name of Fee Simple Titleholder �. o'� 0 �m (if ddfercntfram Owner listed above) e s Address City V• , �vint Solar Develo er,LLC r� �? Name 5100 W.Hanna Ave. Tampa FL s� Address city State x CorttraeWn's Telephone Na.: (813)359-0634 6. Surety:Name Address City Stale ��? 3 .µme',♦•o- r�#,^�S Amount of Bond:S Telephone No.: 'lR+ vt 6. Lender. Name Address city State Lender's Telephone No.: 7. Persons within the State notices Rodda designated by the owner upon whom notic or other documents may be served as provided by tr Y Section 713.13(1)(a)(7),Florida Stables: LtJ J x Q I— U J ltl Name (n W Li_ U) O U LL 0 � N � Address city stare CO z U (n J N Telephone Number of Designated Person: 00 QO H W O 8. In addition to himself,the owner designates of_ L U W Z J 0 to receive a copy of the Liences Notice as provided in Section 713.13(1)(b),Florida Statutes. O O O Q Y Telephone Number of Person or Entity Designated by Owner. }, LU LL O ! 9. Expiration date of Notice of Commencement(the expiration data may not be before the completion of on andrfi I pppeeeyyyrrrt���ert the d W O U contractor,but will be one year from the data of recording unless a diffefent date is specified): u 1 0 O WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMNT V =S AND CAN _U Z W , RESULT IN YOUR PAYING ER TWICEFORNIMPROVEMES UNDER C CHAPTER O YOURPPROPERTEY..�A NOTICE' OF COMMENRIDA CEMENT MUST BE F ~ 't RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT U DO Q LL WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 4 U' LU 2 O O rHxr1Q } (n Under penalty of perjury,I declare that 1 have read the foregoing notice of commencement and that the fads stated therein are true to the best © W O LL � p W of my knowledge and belief. LL U O O S Q� STATE OF FLORIDA U. d O O � COUNTY OF PASCO (a •— Z J ignature of Owner or Lessee,or OvatTes or I e's Authorized J W 016eerlDiredadrtri Peer/AAenager lit 1 0 SignellorysTNe/O(fice �I I Il V) 1— F— O z m The foregoing instrument was acknowledged before me this t day of / {iI 201a by as (type of authority,e.g.,officer,trustee,attorney in fad)for C. i27 of y L ALL (name rty an behalf at whom instruryeatrwas ecuted). Personalty Known[]QR Produced Identification 1D ,/Notary Signature / Type of Identification Produced 1 x j tl V` �, C e`)Flame(Print) 1"CAr Uf 1�d v =*,WjE*M State d FbrWstxneolon GG 4344I30T3. wpdataibcs/noticecammeicement_pdMO48 DocuSign Envelope ID:OD4CB649-067E-48AC-B077-51269993A422 1vivint800, s i �, `� 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@vnvintsolar.com kirk.nelson@vivintsolar.com sam.brown@vivintsolar.com May 07, 2020 Re: Structural Engineering Services Lugo Residence 38801 Feathering Way,Zephyrhills, FL S-6358475; FL-01 To Whom It May Concern: We have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 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 Residence: The existing residence has typical wood framing construction with a maximum of two layers of composite shingle 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. B. Loading Criteria 13.66 PSF= Dead Load (roofing/framing) 3.00 PSF= Dead Load (solar panels/mounting hardware) 16.66 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). 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. Page 1 of 2 ivi �1 11�� DocuSign Envelope ID:004CB649-067E-48AC-B077-51269993A422 * * 0 1 W Ashton Blvd. vivint 1800 Lehi, UT 84043 Structural Group I Matthew Walsh, PE Kirk M. Nelson, SE Samuel Brown, PE- Civil Dftabr of Engineering Structural Engineering Structural Engineering james.walshp_vivintsolancom kirk.nelson@vivintsolar.con; sam.hrown@vivintsolar.com Structural Design Criteria Project Address Date: May 7,2020 Lugo Residence 38801 Feathering Way Zephyrhills,FL S-6358475 EW iv Residence E N si Risk Category 11 Roof Area 2074 sf N 84 Upper Floor Area 0 sf 0, Number of Stories 1 STATE OF Mean Roof height 15 ft Upper Floor height 0 ft A- tOR%VQ"'& 7�� Location Parameters *9"OkAL O�\\\ Latitude 28.224966 5n12020 Longitude -82.17539 Site Class D Risk Category II Existing Gravity Parameters Roof Dead Load 4 psf Composite Shingle 2 psf 3/4"Plywood Sheathing 2 psf Roof Framing @ 24 in.o.c. 3 psf Ceiling,Mechanical,Electrical 2 psf Miscellaneous 14 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 0.8 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 ca 0.2 see Spectral Response Acceleration S, = 0.034- 1.0 see Spectral Response Acceleration Fa = 1.600 g Site Coefficient from ASCE 7-10,Table 11.4-1 Fv= 1400 Site Coefficient from ASCE 7-10,Table 11.4-2 SDS = 0.073 - Short Period Design Spectral Acceleration SDI = 0.054-0 1 Second Period Design Spectral Acceleration Page 1 of 3 vamivi nt. e DocuSign Envelope ID:OD4CB649-067E-48AC-B077-51269993A422 Page 2 of 2 3. The following mounting types shall be used. Please refer to-the mounting details for the associated required penetration depth. Based on our evaluation, the pullout demand is less than the maximum allowable per connection and therefore is adequate: • EcoFasten with Rock-It: (1) 5/16" lag screw. Pullout capacity based on National Design Specifications (NDS)of timber construction specifications for Southern Pine is 235 Ibs/inch penetration. 4. Fasteners are installed to meet industry standards and this document satisfies requirements in 2017 FBC 2303.4.5 verifying that the fasteners will not adversely affect the roof framing. 5. 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 40 40 40 66 66 66 Max Horizontal Spacing in 48 48 48 48 48 48 Max Uplift Load Ibs 560 448 415 332 266 246 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. \\\\\\IIIII////// Regards, J. Matthew Walsh, PE FL License No. 84923 — * A_ (8484 DocuSigned by: Qi � STATE OF ;vj � 0 E:L,,i,.20514FE4D2... �// ice` Ft ORI�P� �\��\\ Matt Walsh ///s��ONAi,��\\\\\ II May 7, 2020 10:18 PM MDT 05/07/2020 This item has been electronically signed and sealed by 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. V1 V f'I ) � DocuSign Envelope ID:OD4CB649-067E-48AC-BO77-51269993A422 Wind Parameters Wind Speed 145 mph Exposure Category D Roof Angle, 0 23.0 deg Product Information No.of Panels 24 Weight 3.00 psf including mounting system Installed Area 422.0 ft2 No.of Connectors 32 Total Existing Roof Load=Roof Dead Load+(Roof Live Load or Snow)x Spacing 67.32 plf Total New Roof Load=Roof Dead Load+Added Dead Load+(Roof Live Load or Snow)x Spacing) 33.32 plf Change in Demand=(Total New Load-Existing Load)/Existing Load -50.50% Total New Gravity Loads are less than Existing Loads.OK Code References 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 'I 1 DocuSign Envelope ID:OD4CB649-067E-48AC-BO77-51269993A422 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 A = 1.47 Adjustment Factor for building height,ASCE 7-10,Figure 30.5-1 Ka= 1 Topographic Factor,ASCE 7-10,Section 26.8.2 Roof 0= 23.0 deg sanchnr= 48 in Horizontal spacing of roof anchors Alb= 12.80 sf Panel Area tributary to each roof anchor Pnet3o 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=AKupnet3o= Design Wind Uplift Pressure,ASCE 7-10,Equation 30.5-1 Zone 1 Zone 2 Zone 3 46 psf 72 psf 131 psf Pnet= 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 Wnplift= 46 psf 72 psf 131 psf NO= 12.8 sq. ft 6.4 sq. ft 3.2 sq.ft Plag=F.S.x Artib x(0.6D-0.6W) Withdrawal force for each roof anchor Zone 1 Zone 2 Zone 3 -332.0lbs -265.6lbs -246.1lbs Connection Capacity db= 5/16 in Lag Screw diameter Dpen= 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 Pattnw=Dpe1 x W,= 657 lbs Based on penetration depth Zone 1 Zone 2 Zone 3 DEMAND= 332 lbs 2661bs 246 lbs Max Load=0.505 OK CAPACPTY= 657 lbs 657 lbs 657 lbs Page 3 of 3 'vt jinkosolar.us *JinK0 Eluilding Your Trust in Solar E HC 60M - --- MONO PERC HALF-CELL MODULE =Mims OEM!, 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 LMMore shade tolerance due io twin arrays PID FREE ao-rare Reinforced cell prevents potential induced degradation lStrength and Durability Certified for high snow(5100Pa)and wind(2400 Pa)loads i • J- IS09001:2008 Quality Standards • IS014001:2004 Environmental Standards • OHSAS18001 Occupational Health&Safety Standards• IEC61215,IEC61730 certified products LINEAR INEAR PERFORMANCE WARRANTYAN TY • UL1703 certified products 10 Year Product Warranty - 25 Year Linear Power Warranty Nomenclature: JKM335M-60HBL r-rr Code Cell Code Baoksheel Code Call 0 100% W Linear performance warranty null F null White null Normal ftlAict,I- e StandarU pe ormance warrantyull e7%H Half B Black L Diamond1 al val�JirykD eo% Sol191.1 lir7 C u�. us o ar�arranty CE LISTED ' ° eo.z^a years 1 5 12 25 "Engineering Drawings • a- - t!-•- •- Current-Voltage 8 Power-Voltage Temperature Dependence °- Curves(315W) of isc,Voc,Pmax III I I III IIII III I III I I III IIII III I .o I III I III IIII III I 350 w III I III IIII III I 8 e ,,, �"" I x III I I III IIII III I 10 4 V Nl 1 41 '1 _ III I I III IIII III _ _ 1.10 1 III I I III IIII III 1 d� ra°� =a° �rr�. III I III IIII III I ° ° z° III III III 5 2a IIII III III 1 n :u -i0 -25 D 25 SC 75 tW ° Front Side Back W,ge l V) Cell T—peram.X) ..�.1I 1 m I Cell Type ' Mono PERC Diamond-Cell(158.75.x 158.75 mm) _- v^ - -- - -- - - - - " - - - - 44 No.of Half-cells v- - 120(6x20) Dimensions 1684x1002z35mm(66.30x39A5x1.38 inch)_ Weight 19.0 kg(41.9 Ibs) Front Glass 3.2mm,Anti'Reflection Coating, High Transmission,Low Iron,Tempered Glass • • • • on Frame Anodized Aluminum Alloy Packa(Two pallets=One stack 1 Junction Box .IP67 Rated e — 30pcs/pallet;,60pcs/stack,780pcs/40'HQ Container Output Cables 12AWG,Anode 1525mm(60.04 in), - -- _ _ - Cathode 1525mm(60.04 in)or Customized Length Fire Type - - - Type 1 SPEC IFICATIONS Module Type JKM315M-60HL JKM320M-60HL JKM325M-60HL JKM330M-60HL JKM335M-60HL STC NOCT STC NOCT STC NOCT STC . NOCT STC NOCT Maximum Power(Plnax) 315Wp 235Wp 320Wp 239Wp 325Wp 242Wp 330Wp 246Wp 335Wp 25OWp Maximum Power.Voltage(Vmp) 33.2V 31.2V 33.4V 31.4V 33.6V 31.6V 33.8V 31.8V 34.OV 32.OV Maximum Ponder Current(Imp) 9.49A 7.56A 9.59A 7.62A 9.68A 7.66A 9.77A 7.74A 9.87A 7.82A Open-circuit Voltage(Voc) 40.7V 37.6V 40.9V 37.8V 41.1 V 38.OV 41.3V 38.2V 41.5V 38AV Short-circuit Current(Isc) 10.04A 8.33A 10.15A 8.44A 10.20A 8.54A 10.31A 8.55A 10.36A 8.74A Module Efficiency STC(%) 18.67% 18.96% 19.26% 19.56%: 19:55% Operating Temperature(°C) -40°G-+85`C Maximum System.Voitage - 1000VDC(UL)11000VDCaEC) Maximum Series Fuse Rating 20A Power Tolerance 0-+3% Temperature Coefficients of Pmax -0.36%/°C Temperature Coefficients of Voc 0.28%/°C Temperature Coefficients of Isc 0.048%1`C Nominal Operating Cell Temperature (NOCT) 45+-2"C STC: '.WcIn-adiance 1000W/till Cell Temperature 25'C AM=1.5 NOCT: `.WzIrradiance 800W/m' RiAmbient Temperature 20'C 1 AM=1.5 Wind Speed lm/s * Power measurement tolerance:t 3% CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. Jinko Solar Co., Ltd. All rights reserved. Specifications included in this datasheet are subject to change withoLlt notice. JKM315-335M-60HL-Al-US 1' i Single Phase' Inverter C with HD-Wavelechno!'O 9Y m for North. Am, erica• SE3000H,-US / SE3800H-US / SE5000'H-US/ SE6000H-US / SE7600H,-US / SE10000H-US/ SE11400H-US M solar __ A V 1 ®' Sola vi I�L7.wave'._ ® I 9 I 1 21 O'!� ��• .J' 1 Optimized installation with HD-Wave technology Specifically designed to work with / Extremely small power optimizers / Record-breaking efficiency / Built-in module-level monitoring Fixed voltage inverter for longer strings / Outdoor and indoor installation / Integrated arc fault protection and rapid shutdown',for / Optional: Revenue grade data,ANSI C12.20 NEC 2014 and 2017, per article 690.11 and 690.12 Class 0.5 (0.5%accuracy) ® UL1741 SA certified,for CPUC Rule 21 grid compliance solaredge.com solar8=9 or / Single Phase Inverter with HD-Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US / SE1000OH-US / SE1140OH-US OUTPUT Rated AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA 3300 @ 208V 5000 @ 208V 10000 @ 208V Maximum AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA 3300 @ 208V 5000 @ 208V 10000 @ 208V AC Output Voltage Min.-Nom:Max. ✓ ✓ ✓ ✓ ✓ ✓ ✓ Vac (211-240-264) AC Output Voltage Min.-Nom:Max. ✓ ✓ ✓ Vac (183-208-229) AC Frequency(Nominal) 59.3-60-60.50) Hz Maximum Continuous Output 12.5 16 21 25 32 42 47.5 Current @240V A Maximum Continuous Output - 16 24 48.5 A Current @208V GFDI Threshold 1 A Utility Monitoring,Islanding Protection, Country Configurable Thresholds Yes INPUT Maximum DC Power @240V 4650 5900 7750 9300 1 11800 1 15500 1 17650 W Maximum DC Power @208V - 5100 7750 15500 W Transformer-less,Ungrounded Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 400 Vdc Maximum Input Current @240V121 8.5 10.5 13.5 16.5 20 1 27 30.5 Adc Maximum Input Current @208Vt'1 - 9 13.5 - 27 Adc Max.Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600kn Sensitivity Maximum Inverter Efficiency 99 99.2 % CEC Weighted Efficiency 99 99 @ 240V % 98.5 @ 208V Nighttime Power Consumption <2.S W ADDITIONAL FEATURES Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional) Revenue Grade Data,ANSI C12.20 Optional(" Rapid Shutdown-NEC 2014 and Automatic Rapid Shutdown upon AC Grid Disconnect 2017 690.12 STANDARD COMPLIANCE Safety UL1741,UL1741 SA,UL1699B,CSA C22.2,Canadian AFCI according to T.I.L.M-07 Grid Connection Standards IEEE1547,Rule 21,Rule 14(HI) Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size/AWG Range 1"Maximum/14-6 AWG 1"Maximum/14-4 AWG DC Input Conduit Size/ of Strings/AWG Range 1"Maximum/1-2 strings/14-6 AWG 1'Maximum/1-3 strings/14-6 AWG Dimensions with Safety Switch 17 7 x 14.6 x 6.8 /450 x 370 x 174 21.3 x 14.6 x 7.3/Sd0 x 370 x 185 in/ (HxWxD) mm Weight with Safety Switch 22/10 25.1/11.4 1 26.2/11.9 38.8/17.6 lb/kg Noise <25 1 <50 dBA Cooling Natural Convection Operating Temperature Range -13 to+140/-25 to+60")(-40'F/-40'C option)() -F/'C Protection Rating NEMA 4X(Inverter with Safety Switch) oI For other regional settings please contact SolarEdge support 'n A higher current source may be used:the inverter mll limit its input current to the values stated Ill Revenue grade inverter P/N:SExxxxH-US000NNC2 For power de-rating information refer to:httpsj/—N solaredge.coin/sites/defaulVfiles/se-temperature-derating-note-na.pdf is)-40 version P/N:SEw H-USOo0NNU4 C SolarEdge Technologies,Inc All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc.All ®LJ other trademarks mentioned herein are trademarks of their respective owners.Date:03/2019/V01/ENG NAM.subject to change without notice. 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