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HomeMy WebLinkAbout20-22396 CITY OF ZEPHYRHILLS 5335-8th Street (813)780-0020 22396 ELECTRICAL PERMIT 1T Fj_ATION' N ORMATIOW"" ' ',PERMIT-INFORMATION Permit#:22396 Issued: 1/30/2020 Address: 7315 LANDOVER DR Permit Type: ELECTRICAL MISC ZEPHYRHILLS, FL. Class of Work: ELECTRICAL MISC Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 10,560.00 Total Fees: 210.00 Subdivision: ALPHA VILLAGE Amount Paid: 210.00 Date Paid: 1/30/2020 Parcel Number: 35-25-21-005A-00000-1 470 CONTRACTOR INFORMATION :.DWNER-INF.0RMATION Name: VIVINT SOLAR DEVELOPER LLC Name: LANDIS ROBERT &ALTA Addr: 1800 W. ASHTON BLVD Address: 646 LANCASTER PIKE LEHI, UT. 84043 NEW PROVIDENCE, PA. 17560 Phone: (855)877-2974 Lic: Phone: (866)716-5569 Work Desc: INSTALLATION ROOF MOUNT PHOTOVOLTAIC SOLAR SYSTEM APPLICATION FEES; ELECTRICAL FEE 127.50 BUILDING FEE 82.50 INSPECTAONS REQUIRED ROUGH ELECTRIC CONSTRUCTION POLE PRE-METER FINAL REINSPECTION FEES:(c)With respect to Reinspection fees will comply with Florida Statute SS3.80 (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 such 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 permits 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 and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. CONTRA OR -PERNIM5M PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIOW CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER City of Zephyrhills BUILDING PLAN REVIEW COMMENTS V,� -( Contractor/Homeowner: V � �l � Date Received: 0 //� Site: 73L5 koP /Y 1S Permit-,Type: h,s �l 1 h L 4 0 , vv Y- �h K/ Sy f Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment s et shall be kept with the permit and/or plans. JAN 2 9 2020 Kalvin wi er—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) Permit Na Parcel ID No m :1-.; -Florida NOTICE. ..E OF COMMENCEMENT-o of Pasco State of oun ty J :L ems__.-�_ :7- . ; ...__..:1.'_�_�.., r.........._-_-...-..�.--.->:. .._...,._� _. - - .,_.,_.;•qy,:k-.;i_ - THEUNDERSIGNED hereti",gives notice that Im roveMe ! nll 1. made to&rtairi.ieal, ro e _ ptet713 Florida'Statutes,' y. .,:: _. P._ __ _ -- ___--- rty and_tn acco�dance'witt. .- _ _ — IJ @.Lt7 -- """ tfie'followirig information is provided'in thl's Notice of Comme cement' "`' -" — ,�N _ O 1. Description of Property: Parcel Identification No. (a rl OJZ r C C N 0 3 N m to Street Address: N m J W 2. General Description of Improvement Installation of a roof-mounted solar photovoltaic system l n I w C" MO 6t� � E r 3. Owner Information or Lessee information lIif thee Lessee contracted for the improvement: M "A 'apo eyir�� ' - C"/A, 7 1_ !pf0 . 0 to YName- / f q r U= 3 fm CSDI tp F� Address City State O 0 ..P Interest in Property: n d J r O m 6 � Name of Fee Simple Titleholder. (If different from Owner listed above) `� o m by N Oo Address Vivint Solar Developer,LLC city state 4. Contractor. P I " Name 5100 W Hanna Ave Tamoa FL-33634 t Address City State Contractor's Telephone No.: (813)359-1228 5. Surety. Name Address City State Amount of Bond: $ Telephone No.: 6. Lender. Name Address City State Lender's Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statutes: Name Address City State Telephone Number of Designated Person: 8. In addition to himself,the owner designates of to receive a copy of the Lienors 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 completion'of construction an fine•L7pa nt/tom) the contractor,but will be one year from the date of recording unless a different date is specified): �)f L U il 1 r LU Z l! WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER.AFTER THE EXPIRATION OF THE NOTICE O COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. STATE OF FLORIDA A COUNTY OF PASCO Sig iature ofl5wrier or Lessee,or45wnees or Lessee's Authorized Otficer/Director/Partner/Manager Sigriatory"'s Title/Office The foregoing instrument was acknowledged,before me this i Cay of t1 .201:�by 't` 6 b V as-. (type of authority,e.g.,officer,trustee,attorney in fact)for r q y (name of rty on behalf of who stru ent was executed). r y Personally Known❑OR Produced Identification� Notary Signature Type of Identification Produced "1J ° C /f Name(Print) ^�C)ry Lrv­ f Notary Public State of Florida Gregory Thomas Crowley My Commission GG 934260 or Expiros 1112412023 wpdata/bcs/noticecom mencement_pc053048 t r. STATE OF FLORIDA,COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WIJNESS MY HAND AN F ICIAL SEAL THIS DAY OF 20 NIKKI ALVAREZ-SO L K&COMPTROLLER BY DEPUTY CLERK • Ir[2R 813-78MO20 City of Zephyrhills Permit Application Fax 813-78GZ021 Building Department Date Received Phone Contact for 1 permitting 5q(3 ),30 — 0& q 410 Islas•. . . . .. . . . . . ownees Name ALM tAmbrs Owner Phone Number Owner's Address 1 -7 3 16 0 V C'J? Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple TitteholderAddrew JOB ADDRESS F7-3)S- L4Nb0V6R bR., ;_70P)4C4RH_CUS_J LoTo SUBDIVISION PARCELID#1- (OSTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED w *TR AOD/ALT SIGN DEMOLISH R NNr-,TcA0LLR REPAIR PROPOSED USE = SFR 0 Comm = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL DESCRIPTION OF WORK TIVS-IRLIAT-TVAI OF 0 ROOr- HQUA/TrD P)40MVQtTRrC 4tlq P P,4AJF_& BUILDING SIZE 1 30 FOOTAGE HEIGHT S q S BUILDING 112 VALUATION OF TOTAL CONSTRUCTION EZfELECTRICAL qL/ AMP SERVICE PROGRESS = W.FLE.C. =PLUMBING is . W /Z;_-Z;�qp =MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY V r SO up R yf4DP'ER SIGNATURE REGISTERED Y/N I FEE CURPOR Ly L N_j Address LS 1,0 0 W. 14 0 N AJ 14 A I/E. 1-6 HIM License#EA0,01P-7Y0 ELECTRIC 7 COMPANY [V�Q r "�e)i L PR ))g V Cato�)Oe SIGNATURE REGISTERED Y/ N I FEE CURREN I YIN Address IS100 W.HANMA JW 7-AMPA,, License#1 gL1'1.6191§7q6 I PLUMBER COMPANY = I SIGNATURE R'EMSTERED Y/ N i FFECURREh LILN J Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURREN L11 N_J Address License#F OTHER COMPANY SIGNATURE REGISTERED Y/N I FEEcuRRFjp 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,Stormwater Plans w/Sift Fence installed, Sanitary Facilities&I dumpstar,Site Work Permit for subdivislons/farge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Ufa Safety Page;(1)set of Energy Forms.R-OW Permit for now construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed, Sanitary Facilities&I 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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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) Rercola 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 undersigned understands that this permit may be subject to"deed"restrictions" which maybe more restrictive than County regulations. The undersigned assumes responsibility far 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. 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 Courtly. TRANSPORTATION IMPACTIUTILITIES 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,or 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. 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 I, 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"owner"prior 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 1 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 limited to: - Department of Environmental Protection-Cypress Bayheads;Wetland Areas and Environmentally Sensitive Lands,Water/WastewaterTreatment - Southwest Florida Water Management District-Welis, 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"V"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. 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 FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and swam to(or affirmed)before me this Subscribed and swam to(or affirmed)before me this by by Who Ware personally known to me or hasihave produced Who isfare personally known to me or hasthave produced as identification. as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped viv; ��— s 1800 IN Ashton Blvd. '' } .1-E 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 January 08, 2020 Re: Structural Engineering Services Landis Residence 7315 Landover Dr,Zephyrhills, FL S-6289797; 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. B. Loading Criteria 8.02 PSF= Dead Load (roofing/framing) 3.00 PSF= Dead Load (solar panels/mounting hardware) 11.02 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 Comer 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%z" thick. At no time will the panels be mounted higher than 10" above the existing surface of the roof. Page 1 of ■v' ts l _ + f 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 and is specified below. 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 48 48 48 48 48 48 Max Uplift Load Ibs 332 266 246 560 448 415 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. Regards, �0'(NE IW/� J. Matthew Walsh, PE FL License No. 84923 * NG84.� pO,` STATE OFON i NAL .� . llllll 01/08/2020 vlvint. i, j `�a "1800 W Ashton Blvd. o —� ici i, Lehi, UT 84043 Structural Group I Matthew Walsh,PE Kirk M. Nelson, SE Samuel Brown,PE-Civil Director of Engineenng Structural Engineering Structural Engineering james.walsh@vivintsolar.com kiiXnelson@vMntsolar.com sam.brown t@vivinisolar com Structural Design Criteria Project Address Date: January 8,2020 Landis Residence 7315 Landover Dr Zephyrhills,FL 5-6289797 ��\P.�� iE V Residence \�� �,, \G E SF•,�s ice/ Risk Category II S Roof Area 2330 sf * N, t84 ; Upper Floor Area 0 sf — �}' ol/� * — Number of Stories 1 STATE OF ; Mean Roof height 15 ft r��,� ,•'��\ Upper Floor height 0ft �/ F ���R1OP'�C9� ` Location Parameters Latitude 28.26409 //ss O �I�a\\\\ NA 1/8/2020 II Longitude -82.176956 Site Class D Risk Category II Existing Gravity Parameters Roof Dead Load 4 psf Composite Shingle 2 psf 3/4"Plywood Sheathing 1 psf Roof Framing @ 24 in.o.c. 0 psf Ceiling,Mechanical,Electrical 1 psf Miscellaneous 8 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 7-16 Eq.7.4-1 Seismic Parameters SS= 0.068 g 0.2 sec Spectral Response Acceleration Sl= 0.035 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 SD1 = 0.056 g 1 Second Period Design Spectral Acceleration - . .; Page 1 of 3 vivi nt. _ -- '• '+ ' �`" Wind Parameters Wind Speed 145 mph Exposure Category D Roof Angle, 0 23.4 deg Product Information No.of Panels 15 Weight 3.00 psf including mounting system Installed Area 263.7 g2 No.of Connectors 20 Total Existing Roof Load=DLRooF+(LLRooF or Snow)x Spacing. 56.04 plf Total New Roof Load=DLRooF+DLADo+(LLRooF or Snow)x Spacing 22.04 plf Change in Demand=(Total New Load-Existing Load)/Existing Load -60.67% 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." 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 K,= 1 Topographic Factor,ASCE 7-10,Section 26.8.2 Roof 0= 23.4 deg Sanchor= 48 in Horizontal spacing of roof anchors At,b= 12.80 sf Panel Area tributary to each roof anchor Pnet30 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=AKnPneno= 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 Atdb= 12.80 ft< DLP.e,i= 3.00 psf Zone 1 Zone 2 Zone 3 W„Piin= 46 psf 72 psf 131 psf Piag=F.S.x Atrib x(0.613-0.6W) 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 Panow=Dpen x W'= 657 lbs Based on penetration depth Zone 1 Zone 2 Zone 3 DEMAND= 332 lbs 266 lbs 246 lbs Max Load=0.505 OK CAPACITY= 657 lbs 657 lbs 657 lbs Page 3 of 3 r t��a enters s ase Inv Single Ph ,,,,,Edge p00N_vs r North America uS SE5p00H-US f SE6 �0 SE3$ppH SE34p4N"_us � S-1600N us ,k /. 4, - IO twr.-,' ,� �r�,�.,a. � solar'•' "tY �s e �a�a��• ,i ao - o9ogY � e techr� - 1 , ��th ,p-Way tae%ation tins-Lens 1 #iC�112et1 1n5 work with power op 11 and 690.12 ®p to er article 690 IIA Specifidesignd NEC 2014 and 201�rp efficiency 11 � breaking -for longeand{r pid Shutdown for 11111111 . Record- e inverter W(�v Ne rid compl.lance : .Fixed voltag fault protection _ ,r Integrated arc tpUC Rine? g or indoors ' 1 ate certified,for to install outdoors . U_17 small and easy c capacitors - out any electrolyt 0 5%accuracy) �ww.s,lavedge.us :r Extremely ility with _ '._ �. Nigh r63b' itoring 0 Ctass p.5 duke-level'non ANSI C12.2 UNGARY SWEDEN O - BUIG ARIA-ROMANIA-H 'Bullt-in'Revenue grade data+ RANLE'RELGIU�-TURKEY-INDIA- 'ptiona. - SRPEt F i - ttA- ' .._ USA,LANADA-GEPNIAN'�'UK-`'TAl'(-THE NE SOUTH AFRICA POLAND-L2ELH REPUBLIC solar=@ Single Phase Inverters for North America SE3000H-US/SE380OH-US i SE5000H-US/SE6000H-US/SE760OH-US SE3000H-US SE380OH-US SE5000H-US I SE6000H-US SE760OH-US OUTPUT ..Rated AC Power Output......................... . .... .......3000....... ......3800....... „5000 ..... .......6000....... ..,,.7600 VA ........ . .. .. ....... Max:AC Power Output 3000 3800 ! 5000 6000 I 7600 VA AC Output Voltage Min Nom Max (183 208 229) I ( / I I....Vac..... AC Output Voltage Min Nom Max (211 240 264) ..... ... .... . ...I..........�.........I...59......`­...... . I.........f......... ......... .......... ....Vac AC Frequency(Nominal) I .3 60 60.511 j Hz Maximum Continuous OutputCurrent208V ,,,,,,,,,, ,,,,,,,,,I I 24 I A ............................... .... ... Maximum Continuous Output Current 240V 12.5 .. ......16.. I.........21.........�.........25 32.........I A...... GFDI Threshold 1 A Utilit y Mon...ito.......ring,....Island......ing Pro.....t.e....ction........... .... .... .......... ............ ....... .....................................................................................-Country Configurable Thresholds Yes INPUT Maximum DC Power...................................�.......4650....... .......5900.......I.......7750...............9300.......I......11800.. ...I.....W...... Transformer-less,Ungrounded Yes Maximum Input Voltage................................ ......... ........................ ...............480............. .......... I....Vdc Nominal DC Input Voltage 380 400 Vdc ...................................... ................... .......I............ Maximum Input Current 208V'=1 I..........- .......I........13.5 Adc . ......I.................. ..I.. ..... ..... Maximum Input Current 240V)=' 8.5 10.5 13.5 16.5 20 Adc .......... ................. .. . ................. .................... ..................................... ...'.....................I.................................. Max.Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes ........... ..................... ............ ...............................................Y......................................... ............ Ground-Fault Isolation Detection 600ktz Sensitivity j ... ... ...................... .. .. ... ...... ..... ... . .. . Maximum Inverter Efficiency 99 99.2 ........... ...... ......... ............ ... CEC Weighted Efficiency 99 I % ....................... ... ....................... ......... ... .. .......................... ................................ ....... .. ......... . Nighttime Power Consumption I <2.5 W ADDITIONAL FEATURES Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional) ............... ....... . ................ .......................... ..... ....... Revenue Grade Data,ANSI C12.20 I Optionalial ... ... ... .. ... ..... Rapid Shutdown-NEC 2014 and 2017 690.12 I Automatic Rapid Shutdown upon AC Grid Disconnect 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 I FCC Part 15 Class B j INSTALLATION SPECIFICATIONS AC Output Conduit Size/AWG Range 0.75-1" Conduit/14-6 AWG DC Input Conduit Size/4 of Strings/AWG Range I 0.75-1" Conduit/1-2 strings/14-6 AWG Dimensions with Safet Switch(HxWxD) I 17.7 x 14.6 x 6.8 /450 x 370 x 174 I in/mm Y . ... ...... ........ ...... ......... ............ ......... .. . ...... Weight with Safety Switch 22/10 25.1/11:4 26.2/11.9 lb/kg ........................................................... ....... ... ........................................ .................... ..............�. Noise <25 <50 ........................................................... dBA I Natural convection and j Cooling Natural Convection internal fan (user ....... .... ...I. ....................... .... re laceable Operating Temperature Range _13 to+140/-25 to+60("(-40'F/-40aC option)'') 'F/'C Protection Rating NEMA 3R(Inverter with Safety Switch) rri For other regional settings please contact SolarEdge support A higher current source may be used;the inverter will limit its input current to the values stated fsi Revenue grade inverter P/N:5ExxxxH-US000NNC2 Power de-rating from 50'C Rl-40 version P/N:SEx—H-USOo0NNU4 r0% OH Q SolarEdge Technologlesj Inc.AIL rights reserved.SOLAREDGE,the SolarEdge logo,QPTIMIZED 13Y SOLAREDgE are trademarks or reEfistered trademarks••.•- •• •- Technologies,1 ®®n1<0 saga www.jinkosolar.com Building Your Trust in Solar h t PERC Eagle PERC 60M_V 2195-315 Watt • • CRYSTALLINE MODULE tolerancePoSitive power of ri ••oe ee:,IS01 400.1:2004,0HSAS1:oe certified factor)4 certified products, KEY FEATURES 10 System Voltage: AM The maximum voltage is promoted to 1500V and the module strings are extended by 50%which reduces the overall system BOS. r �A 5 Busbar Solar Cell: j �■■� 5 busbar solar cell adopts new technology to improve the efficiency of i �II�II modules,offers a better aesthetic appearance,making it perfect for rooftop '�®■N� installation. High Efficiency: Higher module conversion efficiency(up to 19.2490)benefit from Passivated �■■�. wx,n�sox Emmiter Rear Contact(PERC) technology PID RESISTANT: I.. Eagle modules pass PID test, limited power degradation by PID test is �■■ �,�,� guaranteed For mass production. ■■ �� Low-light Performance: ■� Advanced glass and solar cell surface texturing allow for excellent uiwuexr performance In low-light environments. �..•� ii44 Severe Weather Resilience: ■�■. ■' � Certified to withstand:wind load(2400 Pascal)and snow load(5400 Pascal). Durability against extreme environmental conditions: �•��r xESISTANT High salt mist and ammonia resistance certified by TUV NORD. LINEAR PERFORMANCE WARRANTY CE 10 Year Product Warranty 25 Year Linear Power Warranty _ CLEAN PV CYCLE L��., ENERGY '' .COUNCIL �® POSITIVE QUALITY' MEMBER t00% ® linear performance warranty m c 97% q ' Standard performance warranty E`o 95% aaltioryal value from Jrryk 90% c Sclar•s Z. ar a Iva?only D d C1 80.2% N I t7 years 1 1 12 25 4 + 'Engineering' D'ri a •' S e' a' ePY_f Current-Voltage 8 Power-Voltage Temperature Dependence ( _ Curves(3W W) of Iso,Voc,Pmax 12 Jill _.`.. Ba� - �tM£ .F ooI max I 20 _J n 5 fa IS 2( 25 3] i5 JO Front Side Back se = o zs se rs Iw Voltage(`/1 Cell Temp—u-i"r) 7 ID �� � I Cell Type Mono-crystalline PERC 156x156mm(6 inch) No.of cells 60(6x10) -- - — Dimensions 1650x992x35mm(65.00x39.05x1.37 inch) Weight 19.0 kg(41.9 Ibs) Front Glass 3.2mm,High Transmission,Low Iron,Tempered Glass Packaging Configuration _I Frame Anodized Aluminium Alloy i Two pallets=One stack; Junction Box IP67 Rated 30pcs/pallet,60pcs/stack,840 pcs/40'HQ Container Output Cables TOV lx4.Omm;Length:900mm or Customized Length SPEC]F1 CAT IONS Module Type JKM295M-60-V JKM30OM-60-V JKM305M-60-V JKM31OM-60-V JKM315M-60-V STC NOCT STC NOCT STC NOCT STC NOCT STC NOCT Maximum Power(Pmax) 295Wp 220Wp 30OWp 224Wp 305Wp 227Wp 310Wp 231 Wp 315Wp 235Wp Maximum power Voltage(Vmp) 32.4V 30AV 32.6V 30.6V 32.8V 30.8V 33.OV 31.OV 33.2V 31.2V Maximum Power Current(Imp) 9.10A 7.24A 9.21A 7.32A 9.30A 7.40A 9.40A 7.49A 9.49A 7.56A Open-circuit Voltage(Voc) 39.7V 36.8V 40AV 37.OV 40.3V 37.2V 40.5V 37.4V 40.7V 37.6V' Short-circuit Current(Isc) 9.61A 7.89A 9.72A B.01A 9.83A 8.12A 9.92A 8.20A 10.04A 8.33A Module EfficiencySTC(%) 18.02% - 18.33% 18.63% 18.94% -- 19.24% Operating Temperature(°C) -10°C-+85°C Maximum system voltage - 150OVDC'(IEC) Maximum series fuse rating 20A Power tolerance 0-+3% Temperature coefficients of Pmax -0.39%i°C Temperature coefficients of Voc -0.29%/°C Temperature coefficients of Isc 0.048%f C Nominal operating cell temperature (NOCT) 45t2°C STC: ®cIrradiance 1000W/m j'Cell Temperature 25°C AM=1.5 NOCT: la lrradiance 800W/m' A'Ambient Temperature 20°C AM=1.5 v Wind Speed ln1/s ` Power measurement tolerance:=3% The company reserves the final right for explanation on any of the information presented hereby. EN-JKM-315ivl-60-PERC-V_v1.0-rev2017