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Home My WebLink About20-580 City of Zephyrhills .. Nl1MB'E a; PERMII' R ; — 5335 Eighth Street , n zephyrhiils, FL 33542 BGR-000580-2020 `. Phone: (813)780-0020 Fax: (813)780_0021 Issue Date: 09i22/2020 Permit Type: Building General (Residential) Isy E Prciperfy Number 4 Sheet Address . 14 26 210170 00000 0030 4625 Eagle Ranch Drive `t4 wi er lnforrriation k.''' ' '- `-¢ Permit'Iriformation fi` '` - - `Contractor.lnformation .. . Name: ROSEMARIE KNAPP Permit Type:Building General(Residential) Contractor:VIVINT SOLAR DEVELOPEF Class of Work:Electric Service Replacement/ LLC Address: 4625 Eagle Ranch Blvd Building Valuation: ZEPHYRHILLS,FL 33542 Electrical Valuation:$10,725.00 J Phone: Mechanical Valuation: 9 Plumbing Valuation: Total Valuation:$10,725.00 Total Fees:$140.43 Amount Paid:$140.43 Date Paid:9/22/2020 12:27:12PM -1 �',. � ^.,A� �• f ,: '...J2 _ 1+wb•*-F.� _ - ..y � y 4N Y -.v- �4� P,,roiect<Descript�on f rs t �, a - y�;' tf +., -r'i�a- �_ INSTALLATION PHOTOVOLTAIC ROOF MOUNT SOLAR PANEL AO ' - Application Fees: r.�, F ��., o k F �1, � b Electrical Permit Fee $93.62 Electrical Plan Review Fee U Kt $46.81 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. CONTRACTOR SIGrURE PE VIT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER Building Department Date Rewhred R Phone Cooled for Permitting Owners Name 90SCMARX6 KNiqPP owner Phone Number Owners Address CA&LE RRLLd M. Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple TitleftolderAddross JOB ADDRESS Fg-tog r-pate enivica3p . LOT# 0 SUBOMSION Zktf- P-191VCd I pARcELiu*1*J44(#.ZJ-0J-70. 0 000- 0630 40STAINED FROM PROPERTY TAX NOVICE) WORK PROPOSED R ADIO/ALT SIGN DEMOLISH INSTALL cdNmE NSTALL REPAIR PROPOSED USE = SFR M COMM I. J OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL DESCRIPTION OF WORK FxW—MxUA-110d 0 F POOL HOW" PP102-0VOLMIC EL 13LUIMBIG St M 1 30 FOOTAGE HEIGHT EZ . . . .. . . .. . . . . . . .. . . . . .. .. .. .. . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . BUILDING VALUATION OF TOTAL CONS TRUCTtCIN E?IELECTRICAL $ R.AMP SERVICE PROGRESS ENERGY W. E.C. I =PLUMBING is =MECHANICAL Is VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY VrVTM7-9t7LAR bEWL�ap—cl? SIGNATURE M IN FESCUR JIV I REI� .%p L N 1A Add 140d Ki.H4 iffTAINNIg A V r,: REGISTER License#FEAQ 0&7t/0 ELECTRICIAN COMPANY Fi—tcvrwr w 1. i g yrllo SIGNATURE REGISTERED -I of/N I FEE CURR13% ICYIN Address C1411 At OHM u—#1 F-r-13,111jo7qQ PLUMBER COMPANY = I SIGNATURE REGISTERED I YIN FMCURM L-YLN J Address License A MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEEGURREN Address F— ts OTHER COMPANY SIGNATURE REGISTERED YIN I FMCURREA LUN_j Add.. F— License Is I giggle I RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forma;R-O-W Permit for new construction, Minimum ten(10)worldng days after submittal date.Required onsit-- Construction Plans,Stormwater Plans w/Silt Fence Installed, Sanitary Facilities&I dumpstan Site Work Permit for subdivislarisilarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Ufa Safety Page,(1)set of Energy Forms.R-G-W Permit for now construction. Minimum ten(19)working days after submittal data. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed, Sanitary Facilities&I dumpster.Site Work Permit for ail new projects-Ail commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. PROPERTY SURVEY required for ail NEW construction. 16,614 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Directi Flo out application completely. Owner&Contractor sign back of application,notarized It 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 authori;dng same OVER THE COUNTER PERMITTING (copy of contract required) Remote if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if an public roadways-needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed*restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore,-V 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 IMPACTAMUTIES 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 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. 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 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 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/Wastewater Treatment - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health &Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Rood Zone"W unless expressly permitted. - If the fill material is to be used in Flood Zone 'A7, 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 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 WITIJI YOUR LENDER OR ANATT&NEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F OWNER OR AGENI CONTRACTOR S b b and sw r Subscribed and sworn to(or affirmed)before me this by am p Who am p tomeorhasihaveproduced Who Ware personally known to me or haafhave produced as identification. AS identification. Notary Public Notary Public Commission Na. Commission No; Name of Notary typed,printed or stamped N&Ary pubbe State of Florida james Quillen ate HH 012750 rvw�0) Exp(res 02012024 AO% DocuSign Envelope ID:BB72B374-2663-40C9-9881-C4A388601545 vivint sr,�a r 1800 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 10,2020 Re: Structural Engineering Services Knapp Structure - 4625 Eagle Ranch Dr,Zephyrhills, FL S-6423093; 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 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 14.66 PSF= Dead Load (roofing/framing) 3.00 PSF = Dead Load (solar panels/mounting hardware) 17.66 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 ,vint. S,s 1 811 � DocuSign Envelope ID:BB72B374-2663-40C9-9881-C4A388601545 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. • 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 in 40 40 40 66 66 66 Max Horizontal Spacing in 48 48 48 48 48 48 Max Uplift Load Ibs 341 273 253 573 229 106 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, \\ P'i,(HEw J. Matthew Walsh, PE FL License No. 84923 * N, 84y'� ; p STATE OF ; DocuSigned by: j 0'.� E -%ssoNAL �� ..�. 7AEED20514FE4D2. �� 111111``\�� Matt Walsh 08/10/2020 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. Page 2 of 2 vivi nt• s o I a r DocuSlgn Envelope ID:BB72B374-2663-40C9-9881-C4A388601545 viv' t 'a ss L� 180(6 ti Ashton Blvd. Lehi, UT 84043 Structural Group J.Matthews Walsh,PE Kirk M. Nelson, SE Samuel Brown, PE- Civil Dkeetor of Engineering Structural Engineering Sfructural Engineering james.►valsh�3a vivintsolar com kirk.nelson@vivinisolar.com sarn.brown@vivintsolar.com Structural Design Criteria Project Address Date: August 10,2020 Knapp Residence 4625 Eagle Ranch Dr Zephyrhills,FL \Oki I I I I I/////j S-6423093 EHI ResidenceC,E11S'o Risk Category II y Roof Area 2098 sf * N V4 � Upper Floor Area 0 sf a'"J 7 — Number of Stories 1 �', STATE OF ; A, Mean Roof height 15 ft -,� ,%2A/\� Upper Floor height Oft F Location Parameters //Z sSroNA1.. Latitude 28.224723 Longitude -82.175834 Site Class D(Default) Risk Category II Existing Gravity Parameters Roof Dead Load 5 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 15 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 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 Fv= 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 vivint. Jj r � DocuSign Envelope ID:BB72B374-2663-40C9-9881-C4A388601545 Wind Parameters Wind Speed 145 mph Exposure Category D Roof Angle, 0 24.0 deg Product Information No.of Panels 15 Weight 3.00 psf including mounting system Installed Area 272.4 ft2 No.of Connectors 20 Total Existing Roof Load=Roof Dead Load+(Roof Live Load or Snow)x Spacing 69.32 plf Total New Roof Load=Roof Dead Load+Added Dead Load+(Roof Live Load or Snow)x Spacing) 35.32 plf Change in Demand=(Total New Load-Existing Load)/Existing Load -49.05% 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 vivi nt DocuSign Envelope ID:BS72B374-2663-40C9-9881-C4A388601545 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= 24.0 deg Sanehor= 48 in Horizontal spacing of roof anchors Auib= 22.10 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=AKvPne,60= 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 DLp81el= 3.00 psf Zone 1 Zone 2 Zone 3 W„piia= 46 psf 72 psf 131 psf Atrib= 22.1 sq.ft 11.0 sq.ft 5.5 sq.ft Peas=F.S.x Atrib x(0.61)-0.6W) Withdrawal force for each roof anchor Zone 1 Zone 2 Zone 3 -573.2lbs -229.3lbs -106.21bs 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 C,x W= 263 lb/in Adjusted withdrawal value Panow=Dpen x W,= 6571bs Based on penetration depth Zone 1 Zone 2 Zone 3 DEMAND= 573 lbs 229 lbs 106 lbs Max Load=0.872 OK CAPACITY= 657 lbs 657 lbs 657 lbs Page 3 of 3 ,v' s. ,' ' 1 40 SIa&i jinkosoianus Jj < _ �i Building Your rrdst rn Solar ._Irn'.�� «:��'X4�•grU., _T;•�."-�Y4 W(i �,i. .k 'i:'�Est aum Eagle 315-335 • �� $ �§� •art+ '� {.. '�+,lkr r Watt MORO PER PERC HALF CELL MODULE PosiLive power 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 PID FREE Reinforced cell prevents potential induced degradation i 44 Strength and Durability Certified for high snow(5400 Pa)and wind(2400 Pa)loads • IS09001 200a Quailty Standards • IS014001:2004 Environmental Standards • OHSAS18001 Occupational Health&Safety Standards IEC61215,IEC61730 certified products LINEAR PERFORMANCE y Y R f • UL1703 cerfified products 10 Year Product Warranty 25 Year Linear Power Warranty Nomenclature: JKM336M-60HBL _u Linear performance warranty Code cell code 9a22heet Code cell N 100g: 0 ; Standard performance warranty null Full null White null �Vomlal m 9T% 'gClojti H Half a Black L Diamond enatValuefronTJinkOS A y Olar g line, C U� us I CE I ?anrY LISTED o eo.zq O years 1 5 12 25 Current Vollage&Power-Vditage Temperature Dependence - ' ° Curves(315W) of lsc,VoSPmax i Dl A ,�, Is. 17 I IIII .I II, � ' I..IIII„I I I:: I ,I� I ' II, ° _ sit f,�fIhnc „III , II. IIII. I.. I Z as 1 m sd ^s D w 7_ 1w I � From Side Back VWItuye(v) call i amperatararc) I 7, _ i ((([[[ ! I ( No.of Half-cells 120(6x20) •..i_ ' .I is i.I t j... t „� Weight y 19.0 kg(4L9 Ibs) Frame Anodized Aluminum Alloy (Two pallets=One stack) cs ae t Output Cables 12AWG,Anode 1525mm(60.04 in), Cathode 1525mm(60.04 in)or Customized Length .p Module Type JKN13151V1-60HL JKM320N1-80HL JKN1325M-e0HL JKN1330M-60HL JKM335M-60HL Maximum Power(Pmay) 315Wp 235Wp 320Wp 239LNp 325Wp 2421JVp 330Wp 246Wp 335Wp 250Wp t ti 'a y -WIT q: Maximum Power CulTent(Imp) 9.49A 7.56A 9.59A 7.62A 9.68A 7.66A 9.77A 7.74A 9.67A 7.82A -t Short-circuit Current(Isc) 10.04A 8.33A 10.15A 8.44A 10.20A 8.54A 10.31A 6.65A 10.36A 8.74A Operating Temperature CC) 40'C-+85'C Maximum Series Fuse Rating 20A Temperature Coefficients of Pmax -0.36%1'C - Temperature Coefficients of Isc 0.0461,41°C STC: i -Irradiance 1000W/m= Cell Temperature 25'C AM=1.5 I110CT: : :Irradiance 800W/m, I Ambient Temperature 20'C AM=1.5 Wind Speed 1m/s "Power measurement tolerance:t 3% pry[ Nc- _LA_"7l it �-Tjr- ;nlc ,C:M'oO I:�L._ - _ 00,DCLlr- .;Intro Sciar Co `_',J ••-.I1 r.gtt-, i-,erred SoeciliG3LOnff in:ludea n tr-s aacasneec arc; ;uoje;t to en9rne ::itroijr-iorce ,K M 1 is`•�d-�0^i_-Al-�_S -, Sing' le Phase'' Inverter with HD-Wave Techhol 0 9Y m for North America SE3000H.-US / SE3=800H-US / SE500,0H=US / SE6000'H'-U,S SE7600H-US / SE10000H-US./ SEl 1,400H-US M :.. solar-..: ® solarMW. ------------ I 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 Solar / Single Phase Inverter with HD-Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US / SE10000H-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) 59.3-60-60.501 Hz Maximum Continuous Output Current @240V 12.5 16 21 25 32 42 47.5 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 1 7750 9300 1 11800 1 15500 1 17650 W Maximum DC Power @208V - 5100 1 - 7750 15500 W Transformer-less,Ungrounded Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 400 Vdc Maximum Input Current @24OVIII 8.5 10.5 1 13.5 16.5 20 27 30.5 Adc Maximum Input Current @208V(-" - 9 13.5 - 27 Adc Max.Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600kQ Sensitivity Maximum Inverter Efficiency 99 99.2 % CEC Weighted Efficiency 99 99_@240V % 98.5 @ 208V Nighttime Power Consumption <2.5 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 I AWG Range Y 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 7.3/540 x 370 x 185 in/ (HxWxD) mm Weight with Safety Switch 22110 25.1/11.4 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+6011I(-40°F/-40°C option)n `F/'C Protection Rating NEMA 4X(Inverter with Safety Switch) "For other regional settings please contact SolarEdge support .n A higher current source may be used;the inverter will limit its input current to the values stated ;3)Revenue grade inverter P/N:SE1o=H-US000NNC2 "I For power de-rating information refer to:https://www.solaredge.com/sites/default/files/se-temperature-deratirig-rote-na.pdf nr-40 version P/N:SExxxxH-US000NNU4 s)SolarEdge Technologies,Inc.All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BV SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc.All Q®� other trademarks mentioned herein are trademarks of their respective owners.Date:03/2019N01/ENG NAM.Subject to change without notice. �i