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HomeMy WebLinkAbout21-1582 � I m � Q r anrutr Cityof Ze h rhills�. p Y I PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-001582-2021 Phone: (813)780-0020 Fax: (813)780-0021 1Issue Date: 03/17/20121 Permit Type: Electric Service Replacement/Misc Property Number Street Address 05 26 21 0100 00700 0190 7080 Silverado Ranch Boulevard Owner Information Permit Information Contractor Information Name: MICHAEL&YANET SCALF Permit Type:Electric Service Replacement/M Contractor:VIVINT SOLAR DEVELOPEF Class of Work:Add/Alter Residential LLC Address: 7080 Silverado Ranch Blvd Building Valuation:$1,795.20 ZEPHYRHILLS,FL 33541 Electrical Valuation:$7,180.80 I Phone: (813)317-3182 Mechanical Valuation: Plumbing Valuation: Total Valuation:$8,976.00 Total Fees: Amount Paid::$18$187.32 Date Paid:3/17/2021 12:31:35PM Project Description INSTALLATION ROOF MOUNT SOLAR I Application Fees Electrical Permit Fee $75.90 Electrical Plan Review Fee $37.95 Building Permit Fee $48.98 Building Valuation Fee $24.49 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,consultlwith your lender or an attorney before recording your notice of commencem 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. i i I I V*^ C NTRACTOR SIGNATURE i PE IT OFFICE fj PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER i Building Department weemi6qW)fUA-0 Date Received F 0&3q Phone Corftct for to�tb 'It o..e.N.. 1YPWr7_ 5(,Qtr' owner Phone N.:", Owners Addrewl_7690 ,i9tVChV 01[414,k-Phone Numbor Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 57og'q s-rbvpqWb6 69A)64 ALVb . LOT# SU13OMSION F_ PARCEL io#1'06--2(e-2/.0/00-'6,0700- 01q6 r741 (OBTAINED hI PROPERTY TAX NOTICE) Pc"N""IR WORK PROPOSED NEW ADDIALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE = SFR = COMM OTHER TYPE OF commucnOhl = BLOCK = FRAME = STEEL DESCRIPTION OF WORK FTIV MILaTTIVAI OF QM 9-)4 Q ON—1EZl IV 9009 K7S VS I BUILDING 80 FOOTAGE HEIGHT zaZi 9E'-BUILDING VALUATION OF TOTAL CONSTRUCTION, 11 1-7 "' C;5ELECTRICAL 157 . 1 ro rq AMP SERVICE Q PROGRESS ENERGY W.R.E.C. =PLUMBING S =MECHANICAL Is VALUATION OF MECHANICAL INSTALLATION /� �. =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY 1vrV_r&1r SMAW bFV SIGNATURE REGISTERED I Y1 N I FEE CURREt+ L)U-N J Address ['51,00 M(J-1ANAZY9 A V IIOR License is F613 1)0&7 Ll 6 ELECTRICIAN COMPANY F—W Ur J)1�5v COP N SIGNATURE REGISTERED I Y/ N I FESCURREN LjLLN J Address [_'Vav dANAM Rvrf rpf-fr License III PLUMBER COMPANY SIGNATURE REGISTERED I YIN I ie&CUMUF' YtN Address License F T MECHANICAL COMPANY SIGNATURE I REGISTERED I Y/ N I FEECURREA Add. F_ License# OTHER COMPANY = SIGNATURE REGISTERED I YIN FMCURRZ\ Address License#F T RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Ptarw,(1)set of Energy Farms:R-O-W Permit for new construction, Minimum ten(1 a)worfring days after submittal date. Required onsit%Construction Plans,Stornwrater Plans w/Slit Fence Installed, Sanitary Facilities&I dumpster,Site Work Permit for subdivisionsitarge projects COMMERCIAL Attach(2)complete sets of Building Plane plus a lire Safety Page:(1)set of Energy Farms.R-O-W Permit for now construction_ Minimumten(10)worldng days after submittal date. Required onsits,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities 81 dumpster.Site Work Permit for all now pmjects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. PROPERTY SURVEY required far all NEW construction. . . . . . . . . . . . . . . Ol..0 Fill out application completely. Owner&Contractor sign back of application,notarized If over V500,a Notice of Commencement Is required. (A/C upgrades over$7500)- Agent(for the contractor)or Power of Attorney(for the awner)would be someone with notarized letter from owner autharong same OVER THE COUNTER PERMITTING (copy of contract required) Remoft 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. I 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 stateland 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 requ.1rements 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 1 have the contractor(s) sign portions of the*contractor Bloch'of this application for which they will be responsible. If you,as the owner sign as the contractor,that may be an indication that he Is not property licensed and is not entitled to permitting privileges in Pasco County. i TRANSPORTATION IMPACTAITILITIES 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 certli[cats of occupancy or final power release,the fiaes 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--Homeowners Protection Guider prepared by the Florida Department of Agriculture and Consumer Affairs.I if the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document i and promise in good faith to deliver it to the"owner'prior to commencement. i CONTRACTOR'S/OWNER'S AFFIDAVIT. I car*that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land 6evelopment. 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 I in the jurisdiction. construction, County and City codes,zoning regulations, and land development regulations 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,Welland Areas and Environmentally Sensitive Lands,Water/Wastewater TreatmenL - Southwest Florida Water Management District-Web, Cypress Bayheads, Weiland 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 IV*unless expressly permitted. - If the fill material is to be used in Flood Zond'A7, it is understood that rainage plan addressing a "compensating volume"will be submitted at time of permitting which is preparedl by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone*K 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. I - 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, I 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,atter,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 little 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 insidered 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 ATTORNE"EsbRE RECORDING XOUR NOTICE OF CO M ENCEMENT. FLORIDA JURAT(F.S. 3) OWNER OR AGENT CONTRACTOR dby Thefaro Subscribed and swam to(or affirmed)before me this r7l by W16M personally known to me or hasftve produced Who mare personally known to me or hasilrme produced as identification, as identification. —41 Clary Public Notary Public Commission No. Commission No. Name Name of Notary typed,printed or stamped ADAM R.MCAULEY Notary Public.State Of Florida <WV HH 86613 Commission No 13/2025 my Commission Expires:1/31/202 DocuSign Envelope ID:6517E70C-5669-46D9-94B2-F15o72D24740 vivin�®�®��r° 1800 W Ashton Blvd. 1 Lehi, UT 84043 A S.Unrun COMPANY J. Matthew Walsh, PE Kirk M.Nelson, SE Samuel Brown, PE- Civil Director of Engineering Structural Engineering Structural Engineering james.waish@sunrun.com kirk.nelson@sunrun.com sam.brown@sunrun.com February 11, 2021 Re: Structural Engineering Services Scalf Structure 7080 Silverado Ranch Blvd, Zephyrhills, FL S-6562125; CAD Version: 3; 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. 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 138 mph (based on Exposure Category B -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. • SnapNrack Installation Manual, which can be found on the SnapNrack website(https://snapnrack.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. viv'nt.S 0lar° Page 1 of A SUnrun COMPANY DocuSign Envelope ID:6517E70C-5669-46D9-94B2-F15072D24740 3. The following mounting types shall be used. Please refer to the mounting detalils 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. • SNR RL-U SpeedSeal Track: (1) 5/16" lag screw. Pullout capacity based on National Design Specifications (NDS) of timber construction specifications for Southern Pine is 307 Ibs/inch penetration. 4. Fasteners are installed to meet industry standards and this document satisfies requirements in 2020 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 7-16. 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 bel staggered, where possible, to distribute load to adjacent members. Modules in Landscape Modules in Portrait Max Horizontal Spacing in 48 48 Cantilever in 16 16 D.Summary Based on the above evaluation,,with appropriate panel anchors being utilized, the roof system designed on will adequately support the existing system and 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 2020 Florida Building Code- Residential 7th Edition, current industry standards aInd 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. DoeuSigned by: 1 / Regards, ,S�t, ,�Z VIE W yV / 6FE788690393401... \�\r__ •V`G N SF J. Matthew Walsh, PE Matt Walsh c� • S FL License No. 84923 / No 84. , February 11,2021 1 7:12 PM MST STATE OF ; gr` This item has been electronically signed `�i���• .��OFt10P.•'N�' and sealed by Matt Walsh using a Digital -NA �G\� Signature and date.Printed copies of this document are not considered signed and sealed and the signature must be 02/11/2021 verified on any electronic copies. i I i I I I vivint.Solarw I _ Page 2of2 A sunrun COMPANY. DocuSign Envelope ID:6517E70C-5669-46D9-94B2-F15072D24740 Structural Design Criteria Project Address Date: February 11,2021 Scalf Residence 7080 Silverado Ranch Blvd Zephyrhills, FL \\\\111 I I / S-6562125 ��\ ''(HEWf-_ ? Residence -ENS � Risk Category II Roof Area 2882 sf ����/ Nc 840 3 Upper Floor Area 0 sf =� /' •G — Number of Stories 1 =� STATE OF Mean Roof height 15 ft 6 Ii O Upper Floor height 0 ft ��j�t 1- ORIOP:""G�� Location Parameters /��ss/ONAL 0.; \�\\ Latitude 28.252653 \\ Longitude -82.22253 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 I 2 psf Miscellaneous 15 psf TOTAL I 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 0.7 Roof Slope Factor(ASCE 7-16!Fig.7-2b) i Roof Snow Load 0 psf ASCE 7-16 Eq.7.4-1 j Seismic Parameters SS= 0.058 g 0.2 sec Spectral Response Acceleration S1 = 0.032 g 1.0 sec Spectral Response Acceleration Fa= 1.600 g Site Coefficient from ASCE 7-16,Table 11.4-1 Fv= 2.400 Site Coefficient from ASCE 7-16,Table 11.4-2 SDS= 0.062 g Short Period Design Spectral Acceleration SD1 = 0.051 g 1 Second Period Design Spectral Acceleration I i I I i Page 1 of 4 I DocuSign Envelope ID:6517E70C-5669-46D9-94B2-F15072D24740 Wind Parameters Wind Speed 138 mph Exposure Category l B Roof Angle, 0 26.0 deg Product Information No.of Panels 23 Weight 3.00 psf including mounting system Installed Area 443.7 ft2 No. of Connectors 30 i Total Existing Roof Load=Roof Dead Load+(Roof Live Load or Snow)x Spacing 69.32 pIf I Total New Roof Load=Roof Dead Load+Added Dead Load+(Roof Live Load or Snow)x Spacing) 35.32 pIf Change in Demand=(Total New Load-Existing Load)/Existing Load -49.05% i Per 2020 FBC 1607.12.5.1,live load is not applied where solar panels are present. MIAs such, loading of the trusses is reduced with addition of PV. 20.20 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." I I 2018 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." I I - i I I I Page 2 of 4 I i DocuSign Envelope ID:6517E70C-5669-46D9-94B2-F15072D24740 I Mount Spacing Calculation ASCE 7-16 29.4.4 Rooftop Solar Panels NDS Section 12 ICC Code Cycle 2018 Wind speed (V) 138 mph Exposure Category B yE Mid 1 Roof Slope (0) 26.0 deg yE Edge 1.5 Effective Wind Area 20 sf yA 0.75 Least Horizontal Dimension 30.00 ft Kz 0.4 Adjustment Factor (A) 1 Kd 0.85 Topographic (Kt ) 1 Ke 1 Panel Dead Load (Pd) 3 psf qh 16.5759 0.00256KZKZ&KeV2 Ground Snow Load 0 psf Flat Roof Snow Load (pf) 0 psf ASCE 7-16 Eq. 7.3-1 Slope Factor (CS) 0.73 ASCE 7-16 Fig. 7-2b Panel Snow Load 0 psf ( PfCS Total Dead Load (D) 3 psf - Panel Dead Load + Roof Snow Load Portrait Landscape Vertical Spacing (L) 69 in 41 in Based on length of the panel Roof Type Interior Ede Corner Gcp 1.4 2.0 2.3 Maximum Value from ASCE 7-16 Fig. 30.3-1 Uplift Pressure W 18 psf 38 psf 42 psf qh*Gcp*yE*yA I Fastener Type 5/16/ Yield Equations NDS Table 12.3.1A Diameter 5/16 in I m 649 Ibs Fasteners 1 1 s 1225lbs I Embedment (Dpen) 2 1/2 in II 360 Ibs Load Duration (Cd) 1.6 III m 373 Ibs _ I Pullout per Inch (W) 307 Win III s 390 Ibs IV 337 1 bs Uplift Capacity 1227 Ibs DpenCdW Shear Capacity 337 Ibs Based on equations from NDS 12.3.1A I i I I Page 3 of 4 I I DocuSign Envelope ID:6517E70C-5669-46D9-94B2-F15072D24740 I I I Mount Types: Uplift Shear Fasteners (Capacities based on manufacturer testing) SNR RL-U S eedSeal Track 443-,Ibs 238 Ibs 1 I Fastener Capacity 1227 Ibs 337;Ibs Controlling Capacity 443lbs 238 Ibs Portrait Zone 1 Zone 2 Zone 3 Uplift 105 in 67 in 119 in Shear 381 in 573 in 1146 in 1 Capacity Manufacturer or AHJ 48 in 48.in 48 in _ L*SIN(A)*D Controlling Spacing 48 in 48 in 48 in Landscape Zone 1 Zone 2 Zone 3 j Capacity Uplift 177 in 112 in 201 in L*0.6(D-W) Shear 644 in 968 in 1935 in j Capacity Manufacturer or AHJ 48 in 48 in 48 in L*SIN(A)*D Controlling Spacing 48 in 48 in 48 in Tributary Area (Atrib) Zone 1 Zone 2 Zone 3 Mount Spacing *Vertical Spacing Portrait 23 sf 15 sf 8 sf Landscape 14 sf 9 sf 4 sf Demand in Uplift ! Atnib*0.6(Pd-W) Portrait 203lbs 319lbs 179lbs Landscape 120lbs 189lbs 106lbs Capacity in Uplift 443 Ibs 443 lbs 443 lbs Max Utilization=0.72 Demand in Shear Atnib*SIN(A)*D Portrait 30lbs 20lbs 10lbs I Landscape 18lbs 12lbs 6lbs Capacity in Shear 238 Ibs 238 Ibs 238 Ibs Max Utilization=0.13 i i I I Page 4 of 4 I VMMPOI"-Id by DUp Q. Pnftm ` K DUO 330 BL G6+ END""ING HIGH R R R 1 NCE QCELES Uuat1 70p.gC4RnY FUROPE 20 arc 0 n1 tp 'o ��;' verlomeno 2587 wane y� \. nt QCCEES Q.AN7-UM,TECH Higher �OLQGy:LQ yield per surface �L:EVELlZE(j C(.1 Power classes, area,low BOS ST OF ELEC and an efficiefic costs,higherTRlCtTY y rate (9'01 11VN of up to 19.5%.:OVATt1/E ALL.WEATHER...t.EE Optimal yields,whatever the RIVOLOGV excellent tow-fight and er thew with perature behavior. v� IVDURlNG HIGH p-Lon �R g term r MAIVEtc: Hot-Spot Yield security with Anti LID and pot Protect and Traceable A Anti PID Quality Technology! �'XT Y Tra.q�t, REME FEATHER RAT►►UG; High-tech aluminum alloy frame, {5400Paj and wind {40oeP ertified for loads high snow a). A RELtABLEINV� Inclusive 25- Produ year produ linear ct warranty and 25- performance warranty?. Year STATE OF THE. Q.ANTUMD.UO RTMf1DULE�CHIVOLOGy and innov combines cutting ed ative wiring With 9e.cell se APT test conditionsQ ANTU paration See data accor M Technology, Sheet on rear for turf to lECaS 62804_ urtherinformation 12015,methodg _ (1500V,168hj THE 10FAL SpLUT!©N Fo.. V..---/ Rooftop arrays on . residential buildings Engineered in Germany Q.:Cfus MECHANICAL.SPECIFICATION Format 68.5 x 40.6 x 1.26 in(including frame) (1740 x 1030 x 32 mm) se.s•(v49�) 36.56'(960 mm) 1b 0'(360 mm) Weight 43.9lbs(19.9kg) Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass with anti-reflection technology 4.Dr°maN9 Pam°avr(as mm) ram° Back Cover Composite film Frame Black anodized aluminum '®Cell 6 x 20 monocrystalline Q.ANTUM solar half cells ' 40.6•(1000mm) Junction Box 2.09-3.98 x 1.26-2.36 x 0.59-0.71 in(53-101 x 32-60 x 15-18mm),Protection class IP67,with bypass diodes Cable 4mm2 Solar cable;(+)>:45.31n(1150mm),(-)>-45.31n(1150mm) e.d•Iro9°rob 4•Manfi,g=lou(DUAL A) Connector Staubli MC4;IP68 IIII.- I I 126'(32-) DMLA 0.830•(IB mm) 0.966'(241-)Iy 03t6'(&5_) ELECTRICAL CHARACTERISTICS POWER CLASS 330 335 340 M MINIMUM PERFORMANCE AT STAN DARD TEST CONDITIONS,STC'(POWER TOLERANCE+5 W/-O W) Power at MPP' PMPP [W] 330 335 340 E Short Circuit Current' Isc [A] 10.41 10.47 10.52 E Open Circuit Voltage' VDc IV] 40.15 40.41 40.66 I E Current at MPP IMPP [A] 9.91 9.97 10.02 Voltage at MPP VMPP IV] 33.29 33.62 33.94 Efficiency' rl [%] >-18.4 2:18.7 z19.0 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NMOT2 Power at MPP PMPP [W] 24ZO 250.7 254.58� E Short Circuit Current Isc [A] 8.39 8.43 8.48 E Open Circuit Voltage Voc IV] 3Z86 38.10 38.34 c Current at MPP IMPP [A] 7.80 7.84 Z89 Voltage at MPP VMPP IV] 31.66 31.97 32.27 I� 'Measurement tolerances PMPP t3%;Isc;VDc f5%at STC:1000 W/mz,25t2°C,AM 1.5 according to IEC 60904-3•'800 W/m2,NMOT,spectrum AM 1.5 Q CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE At least 98%of nominal power during --r-----r----------n-_-- Z 41 w,myrmdlu0os.sonmi , -----I_s_m_._.�---------- f(styeer.Thereaftermax.0.54% ° ¢3 •° degradation per year.At least 93.1% .uo --L-----L of nominal power up to 10 years.At w Qa least 85%of nominal power up to w o 25years. > I I I I --J.0 , g a All data within measurement toleranc- es.Full warranties in accordance with t0 2W 40o aw ... io°o •9 the warranty terms of the Q CELLS IRRADIANCE m r I um sales organization of your respective o country. snw°a�.do�awom,m°mwro , YEARS Typical module performance under low irradiance conditions in N Ne ° " 'n_41m°`s� 10Y) comparison toSTC conditions(25°C,1000W/m2) a m TEMPERATURE COEFFICIENTS Temperature Coefficient of Isc a [%/K] +0.04 Temperature Coefficient of VDc [%/K] -0.27 Temperature Coefficient of PMPP y [%/K] -0.36 Normal Module Operating Temperature NMOT [°F] 109t5.4(43t3°C) m 0 PROPERTIES FOR SYSTEM DESIGN ° Maximum System Voltage Vsr, IV] 1000(IEC)/1000(UL) Safety Class II o 0 Maximum Series Fuse Rating [A DC] 20 Fire Rating based on ANSI/UL 1703 C(IEC)/TYPE 2(UL) m Max.Design Load,Push/Pulls [Ibs/ft2] 75(3800Pa)/55(266713a) Permitted Module Temperature 40°Fupto+185°F 0 Max.Test Load,Push/Pull' [Ibs/ft2] 113(540OPa)/84(4000Pa) on Continuous Duty (-40'Cupto+85°C) d m 'See Installation Manual U QUALIFICATIONS AND CERTIFICATES PACKAGING INFORMATION e UL1703,VDE Quality Tested,CE-compliant,IEC 61215:2016,IEC 61730:2016, Number of Modules per Pallet 32 H Application Class 11,U.S.Patent No.9,893,215(solar cells) Number of Pallets per 53'Trailer 28 Number of Pallets per 40'HC-Container 24 C DVE Pallet Dimensions(LxWxH) 71.5x45.3x48.011n(1815x1150x1220mm) a U Pallet Weight 1505lbs(683kg) Note:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved Installation and use of this product. Hanwhe 0 CELLS America Inc. 400 Spectrum Center Drive,Suite 1400,Irvine,CA 92618,USA I TEL+1 949 748 59 96 1 EMAIL inquiry@us.q-cells.com I WEB www.q-cells.us n g e P ase Inverte r Z'" with.: H D Wave Techno o for: North America ' E H=U, :/ SE3800:H=US / SE5000H=US / SE6000H:=US / SE7:60OH-US / SE:10000H-US j*.SE•11400H.-US 12-25 ...: YEAR .. ..... .. .. - So VI .. .. .. .. .. .... , .'�. ..... l °°- .. - .. .. .. -- .. .� ® it i I' S M .. I' :.". .. _j .. .. .. .. .. a, .. .. • i'�. .I Optimized installation with HD-Wave technology / Specifically designed to work with / Extremely small power optimizers I / Record-breaking efficiency / Built-in module-level monitoring I / 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 COLIC Rule 21 grid compliance . solaredge.com solar=i " / 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) 59.3-60-60511 Hz Maximum Continuous Output 12.5 16 21 25 32 42 47.5 A Current @240V 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 11800 15500 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 @240Vf�1 8.5 1 10.5 1 13.5 16.5 20 27 30.5 Adc Maximum Input Current @208V121 - 9 1 - 13.5 - - 27 Adc Max.Input Short Circuit Current 45 Adc Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600ko 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(optionalj,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 8 INSTALLATION SPECIFICATIONS AC Output Conduit Size/AWG Range 1"Maximum/14-6 AWG 1"Maximum/14-4 AWG DC Input Conduit Size/#of Strings/ 1°Maximum/1-2 strings/14-6 AWG 1°Maximum/1-3 strings/14-6 AWG AWG Range Dimensions with Safety Switch in/ (HxWXD) 17.7x14.6x6.8 /450x370x174 21.3x14.6x7.3/540x370x185 mm Weight with Safety Switch 22110 25.1/11.4 26.2/11.9 - 38.8/17.6 lb/kg Noise <25 <50 dBA Cooling Natural Convection Operating Temperature Range -13 to+140/-25 to+601"(-40'F/-40°C option)(5) °F/-C Protection Rating NEMA 4X(Inverter with Safety Switch) °For other regional settings please contact SolarEdge support 14 A higher current source may be used;the inverter will limit its input current to the values stated 01 Revenue grade inverter P/N:SExxxxH-USOOONNC2 0)For power de-rating information refer to httpsl/wwwsolaredge com/saes/defaulVfiles/se-temperature-derating-note-na.pdf M-40 version P/N:SE)o=H-USOOONNU4 ®SolarEdge Technologies,Inc All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc All ®�rr� other trademarks mentioned herein are trademarks of their respective owners.Date:032 ■•019/NO1/ENG NAM.Subject to change without notice. GOVERNING CODES ALL WORK SHALL CONFORM TO THE FOLLOWING CODES: 2020 FLORIDA BUILDING CODE 2020 FLORIDA RESIDENTIAL CODE 2017 NATIONAL ELECTRICAL CODE SHEET INDEX PV 0.0- COVER SHEET PV 1.0- SITE PLAN S 1.0- MOUNT DETAILS E 1.0- ELECTRICAL DIAGRAM E 2.0- ELECTRICAL NOTES E 3.0-WARNING LABELS ALL COD FLORIDA' SHALL CO E 4.0-WARNING LABEL LOCATIONS ` �L'` 1TR Fp p E 5.0- BONDING DETAILS NATIOh1AL ELECT BU ILDING COD EVAILING AND rHE C17-y, RIC CODE, E' ELECTRICAL PHOTO ORDINANCES OF ZEFHYRHILE LS ���Iltlllil//�� N( 84� +may � 'J�" Q"G•U v" AFC' ' GENERAL ELECTRICAL NOTES GENERAL STRUCTURAL NOTES 'p'• STATE OF W 1.ALL WIRING MUST BE PROPERLY SUPPORTED BY DEVICES OR MECHANICAL 1.THE SOLAR PANELS ARE TO BE MOUNTED TO THE ROOF FRAMING USING RL i •''' MEANS DESIGNED AND LISTED FOR SUCH USE. FOR ROOF-MOUNTED SYSTEMS- UNIVERSAL RAIL-LESS SYSTEM BY SNAPNRACK.THE MOUNTING FEET ARE TO BE ORIOP 'G� WIRING RF M FRAMING UST BE PERMANENTLY AND COMPLETELY HELD OFF OF THE ROOF SPACED AS SHOWN IN THE MEMBERS TO SPREAD OUT THE ADDITIONAL AUTSTAGGERED TO ADJACENT S 111111 2.ANY CODE VIOLATIONS EVIDENT IN THE INTERCONNECTION PANEL WILL BE 2. UNLESS NOTED OTHERWISE SEE S 1.0-MOUNTING ANCHORS SHALL BE 5/16"LAG 02/11/2021 CORRECTED ON INSTALLATION. SCREWS WITH A MINIMUM OF 2-1/2"MIN PENETRATION INTO ROOF FRAMING. 3.SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ALL RELEVANT CODE 3.THE PROPOSED PV SYSTEM ADDS 3.0 psf TO THE ROOF FRAMING SYSTEM 4.RAPID SHUTDOWN INITIATION TAKES PLACE WITHIN THE FIRMWARE OF THE 4.ROOF LIVE LOAD=20 psf TYPICAL-0 psf UNDER NEW PV SYSTEM. INVERTER. RAPID SHUTDOWN COMMENCES UPON LOSS OF UTILITY SOURCE 5.GROUND SNOW LOAD=0 psf VOLTAGE. 6.WIND SPEED=138 mph 5.SEE*E 1.0 AND*E 2.0 FOR DIAGRAMS-CALCULATIONS-SCHEDULE AND 7.EXPOSURE CATEGORY=B SPECIFICATIONS VIV111t.Solar° REVI SUflfUfl COMPANY 1. q 1800 ASHTON B BLVD.0 LEHI,UT,84043 PHOTOVOLTAIC SYSTEM SPECIFICATIONS PLAN EXAMINE4.4129 R FL LIC:ECC13006740 I CRC1331849 SYSTEM SIZE-4.08KW DC I 3.8KW AC SCALF RESIDENCE MODULE TYPE &AMOUNT- (12) HANWHA Q.PEAK DUO BLK-G6+ 340W WITH SOLAREDGE P340 OPTIMIZERS 7ZEPHYRHIL�LS,O RANCH12564 MODULE DIMENSIONS: LIW/H 68.5/40.6/1.3 UTILITY METER: 026065 ( ) METER:004958609 INVERTER: (1) SOLAREDGE TECHNOLOGIES SE3800H-USS INTERCONNECTION METHOD (GRID-TIED): LOAD BREAKER S-6562125 ROC:FL-01 P\J OO 1 DRAWN BY:DIN DATE:02/09/2021 REVISION:0 GEND FIRE SETBACKS PV STRING: ROOF SECTION: SYSTEM LE RIDGE:18" I PATHWAYS:36" ® PV STRING 1 =12 MODULES ROOF PLANE 1 SLOPE=26° PV SYSTEM SIZE: *R324.6 EXCEPTIONS:ROOF SLOPES<9.5°DO ROOF PLANE 1 AZIMUTH=182° (N)4.080kW DCI3.800kW AC NOT REQUIRE FIRE SETBACKS ROOF 1 MAT=COMPOSITION SHINGLE (E)3.575kW DC 13.800kW AC M d € aI POINT OF INTERCONNECTION IN EXISTING EXTERIOR MSP TIED TO UTILITY METER 004958609. (N)PV SYSTEM AC DISCONNECT. ❑ (N)1 PV STRING INVERTER: SE3800H-USS (N)12 HANWHA SOLAR Q.PEAK DUO BLK-G6+340W,MODULES WITH P340 OPTIMIZERS MOUNTED ON THE BACK OF EACH MODULE. ®(N)JUNCTION BOX. (MOUNTED WITH SOLADECK) ]1 EXISTING PV STRING INVERTER(S): Q ❑ / j SE3800H-US J ❑ f ®MODULES U NG CSI H-325MS // (E)PV SYSTEM AC DISCONNECT. [��ii Z / __________ ................................................... ......... O ................. w ? ���ttlllll� p E- 1IiiI ! O STATE OF =____ N i min•.• � � i� F FZORIOP' ���� - /O1111111 O 02/11/2021 vivint.Solar� ❑ A Sunni I COMPANY 1800 ASHTON BLVD.LEHI,UT,84043 1.877.404.4129 FL LIC:ECC13006740 I CRC1331849 SCALF RESIDENCE 7080 SILVERADO RANCH BLVD ZEPHYRHILLS,FL 33541-2564 UTILITY ACCOUNT:0252026065 METER:004958609 SITE PLAN S-6562125 - ROC:FL-01 PV 1 .0 DIN SCALE: 3116" = 1'-0" DATE:02109/WN BY 2021 REVISION:0 - RL UNIVERSAL MOUNT MODULE,TYP. SS SPLIT LOCK WASHER 1f~ GROUND LUG R PRC BONDING CHANNEL NUT iir SPEEDSEAL TRACK STANDOFF: GROUND CONDUCTOR SPEEDSEAL TRACK MIN-31/2" COMPOSITE SHINGLE MAX-4 1/2" r f 2-1/2"" MIN. SHEATHING `-SPEEDSEAL TRACK EMBEDMENT FILLED 5116"SS LAG SCREW WITH ROOF SEALANT PER MANUFACTURER INSTRUCTIONS - FRAMING SIDE VIEW FRONT VIEW SNAPNRACK RL UNIVERSAL MOUNT SNAPNRACK GROUND LUG R PRC MAX MOUNT SPACING NOT TO SCALE NOT TO SCALE LANDSCAPE MOUNT SPACING=48" LANDSCAPE CANTILEVER=16" PORTRAIT MOUNT SPACING=48" MAX MOUNT PORTRAIT CANTILEVER=16" SPACING:SEE MOUNTING NOTES /.RL UNIVERSAL MOUNT,TYP f/ \! Lt CONDUIT \`\� �Z N e ��� --CONDUIT SUPPORT 1':j y i N 84 � CONDUIT MOUNT PRC STATE OF SS WATERTIGHT / (OR%QP•'GN?�\�` SEALED SCREW ` FRAMING,TYP. 02/11/2021 MODULE,TYP. I 1] vivint.Solar' 7 A sunrun COMPANY__ 1800 ASHTON BLVD.LEHI,UT,84043 CANTILEVER: LSEE 1.877.404.4129 RL UNIVERSAL LINK,TYP f MOUNTING FL LIC:ECC13006740 I CRC1331849 NOTES SCALE MOUNT SPACING TYP. SNAPNRACK CONDUIT MOUNT DETAIL 708 RESIDENCE 0 SILVERADORADO RANCHHB ®SNAPNRACK )NOTBLVD ZEPHYRHILLS,FL 33541-2564 TO SCALE NOT TO SCALE UTILITY ACCOUNT:0252026065 METER:004958609 v, S-6562125 _ ROC:FL-01 S 1 .O MOUNT DETAILS DRAWN BY:DIN SCALE: NOT TO SCALE DATE:02/09/2021 REVISION:0 Photovoltaic System Conduit Conductor Schedule(Unless Otherwise Specified Conductors Shall be Copper) DC System Size(Watts) 4080 Tag Description Wire Gauge #of Conductors/Color Conduit Type Conduit Size O Ln 2 AC System Size(Watts) 3800 1 DC-to-DC Converter Output(PV Wire) 10 AWG 2(V+,V-)B/R Free Air N/A m 00 Total Module Count 12 1 EGC(Bare) 6 AWG 1 BARE Free Air N/A a) U Lfl o u 2 DC-to-DC Converter Output(THWN-2) 12 AWG 2(V+,V-)B/R FMC 1/2" C Q m Lfl N N 2 EGC(THWN-2) 12 AWG 1(GRN) FMC 1/2" • p N o ai 0 3 DC-to-DC Converter Output(THWN-2) 12 AWG 2(V+,V-)B/R EMT 1/2" _ L Existing Inverter Information: 3 EGC(THWN-2) 12 AWG 1(GRN) EMT 1/2" u > s O O%O Type:SolarEdg tSE3800H-US 4 Inverter Output(THWN-2) 12 AWG 3(L1,L2,N)B/R/W EMT 1/2" N N Existing System complies with 4 EGC(THWN-2) 12 AWG 1(GRN) EMT 1/2" co j 690.12(B)(1)&(2) N e L } Z Existing Module Information: O Type:CS1H-325M5 2E count:11 " Q } U C Existing PVSystem C AC Knife ._ C N Disconnect Q N a) -. M N V Q1 N e-4 O r` OO StorEdge SE3800H-USS oo M m ON U w Point of Interconnection,Load Side Z_ Co U 705.12(B)(2)(3)(b) ≥ O Square D DU221RB, oC Cr N 240V/30A,Unfused, Existing Square D HOM J J o Lfl N NEMA3R 240V/200AServicePanel, Q Q r N Single Phase,with 150A N u Main Disconnect Z Z w Ln Main Disconnect is Rapid Shutdown Disconnect SHEET 10A-f NAME: 2 lA oa 3 STRING1:12PV F1 2 12 J L. MODULES NEMA3RJunction Box 4 M D W/OPTIMIZERS 4 4 SHEET I___________ NUMBER: t--1125A 12 PV MODULES PER INVERTER=4080 WATTS visible/Lockable'Knife'AC Minimum GEC size STC Disconnect AWG copper W Inverter/Optimizer Specs PV Module Rating @ STC Conductor Calculations o Ln Optimizer SolarEdge P340 Module Make/Model Hanwha Q.PEAK DUO BLK-G6+340w m o Wire ampacity calculated from 310.15(B)(16) &(17) as appropriate with ambient temperature = ' N DC Input Power 340 Watts Max.Power Point Current(Imp) 10.02 Amps calculations from 310.15(B)(2)(a) &310.15(B)(3)(c) and raceway fill adjustments from 31O.15(B) a) z m N DC Max.Input Voltage 48 Volts Max.Power Point Voltage(Vmp) 33.94 Volts (3)(a). Conduit on the roof shall be installed no less than 1" above the roof deck. u U0 DC Max.Input Current 13.75 Amps Open-Circuit Voltage(Voc) 40.66 Volts PV Circuit conductor ampacity is constrained using the 75°C column with the continuous duty O V; DC Max.Output Current 15 Amps Short-Circuit Current(Isc) 10.52 Amps uprating or the 90°C column with the relevant ambient temperature and raceway fill adjustments o Max.string rating inverter dependent.See SE documents. Max.Series Fuse(OCPD) 20 Amps without the continuous duty uprating per 690.8(B), whichever results with a larger wire size. u > > Inverter Make/Model StorEdge SE3800H-USS Nom.Max.Power at STC(Pmax) 340 Watts Non-PV Circuit conductors use the ampacity in the 75°C column or the 90°C column with the `" CEC Efficiency 99 % Max.System Voltage 1000(IEC)/1000(UL) relevant ambient temperature and raceway fill adjustments, whichever is less (110.14(C) & O 00 y AC Operating Voltage 240 Volts Voc Temperature Coefficient -0.27 %/C 310.15(A)(2)).The rating of the conductor after adjustments shall be greater than,or equal to, the continuous duty uprated current. Cont.Max Output Current 16 Amps ASHRAE 2017 VANDENBERG AP More information about conductor calculations can be provided upon request. DC Max Input Current 10.5 Amps Highest Monthly 2%D.B.Design Temp.:35.1 °C Calc. Ex: Wire Ampacity x Ambient Temp. Corr. Factor x Conduit Fill Adj. Factor>=Output Current Input Short Circuit Current 45 Amps Lowest Min.Mean Extreme D.B.:-5°C (Tag 1 Under Array): Max Output Fault Current 17.5 A/20 ms DC-to-DC Converter Output: 10 AWG rated 30 A, 30 A>= 18.75 A (Tag 2 Attic): O Z DC-to-DC Converter Output: 12 AWG rated 20 A, 20 A>= 18.75 A O (Tag 3 On Roof): DC-to-DC Converter Output: 12 AWG rated 20 A, 20 A>= 18.75 A C (Tag 4 Exterior): — C Inverter Output: 12 AWG rated 20 A, 20 A>= 20 A ■� .-1 C N Existing Inverter Specs Existing PV Module Rating @ STC Inverter Make/Model SolarEdge SE3800H-US Module Make/Model Canadian Solar CSIH-325MS M CEC Efficiency 99 % Max.Power-Point Current(Imp) 8.88 Amps AC Operating Voltage 240 Volts Max.Power-Point Voltage(Vmp) 36.6 Volts Cont.Max.Output Current 16 Amps Open-Circuit Voltage(Voc) 44.1 Volts m N DC Max.Input Current 10.5 Amps Short-Circuit Current(Isc) 9.64 Amps -' Short Circuit Current 45 Amps Max.Series Fuse(OCPD) 20 Amps Max.Output Fault Current 17.5 A/20 ms Nom.Max.Power at STC(Pmax) 325 Watts N a 00 Max.System Voltage 1500V(IEC)or 1000V(IEC/UL) o m � m Voc Temperature Coefficient -0.29 %/C O u Other Notes Z • Designed according to and all code citations are relevant to the 2017 National Electrical Code. > > o Voltage and OCPD Calculations (690.7, 690.9) > z 4 PV Source Max Circuit Voltage: Module Voc x (1-(4T x Voc Coeff)) [art. 690.7(A)] J J 1°o in J J O N Q.PEAK DUO BLK-G6+340w:40.66 V x (1-((25 C—-5 C) x-0.27%)) =43.95 V<=48 V a a Iq N z z w Inverter Output Circuit(s): Listed Output Current x 1.25 [art. 690.9(B)] SHEET Inverter 1:SE3800H-USS Max Output= 16 A x 1.25 =20 A<= 20 A(OCPD) NAME: New System output current w/continuous duty= 20 A<=20 A(New System OCPD) Existing System output current w/continuous duty= 20 A<= 20 A(Existing System OCPD) a Z o. SHEET NUMBER: N LL; All AC Disconnecting Means-AC Disconnect(s), Inverter 1 DC Disconnect per 690.53 Conduit, Raceways,and J Boxes(Labeled Every 10')and Installed within 3 ft of Rapid Shutdown Switch,Reflective,and shall be Combiner Panels,and Load Centers per 690.54 Ln • 480 V Reflective per 690.31(G)(3) &(4) placed on both Panel Exterior&next to Main Disconnect per • • • • • _ N • • • • • 16A 1c Z m LNn 10.5A • • • • • • • • • • ar g J N • • ' • 240 V Ln ar p cc Q s 7 • • • • (0 w . • • • PV System Disconnects per 690.13(B) PV with Rapid Shutdown Switch, Installed within 3 ft of Service Disconnecting V, a < • ' ' • ' • 15 A I Means with min.3/8"black capitalized text on yellow background&3/16" black capitalized text on white background per 690.56 C 1 a o r` SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN O SWITCH TO THE aoux cra►c (n 2i "OFF" POSITION TO Pv PAwe.s • O0 SHUTDOWN PV SYSTEM I I c AND REDUCE C M SHOCK HAZARD •� C IN ARRAY +> Plaque/Directory at Service Disconnecting Means per 690.56(B),&705.10 ' < -i3 1 , , • , • , • All Disconnecting Means-AC&DC c i Disconnect(s), Load Centers,and Combiner ' ' 1 ' • ' ' ' ' Panels per 690.13(B)&690.15(D) ,WARNING ELECTRICAL SHOCK HAZARD r r I 0 + + TERMINALS ON THE LINE AND O ri m LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION Z m u V ; > o ��• + * Power Source Output Connection,Adjacent z ����� r ! to Back-fed Breaker per 705.12 B)(2)(3)(b) J J o Ln ., POWER SOURCE OUTPUT CONNECTION SHEET • DO NOT RELOCATE NAME: • THIS OVERCURRENT PROTECTION DEVICE Dual Power Sources in Main Service Panel L and Sub Panel(s) per 705.12(B)(3) •SIGNS/LABELS SHALL MEET THE REQUIREMENTS OF ARTICLES 690 AND 705, UNLESS OTHERWISE SPECIFIED PER coo T • ► , A LOCAL AHJ REQUIREMENTS•SIGNS/LABELS SHALL MEET THE REQUIREMENTS OF SECTION 110.21(B)AS REQUIRED PER WA RN IN G ARTICLES 690 AND 705 AND SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT SAFETY SIGNS AND LABELS • HEFT DUAL POWER SOURCE SIGNS/LABELS SHALL BE REFLECTIVE IF REQUIRED TO BE SO PER ARTICLE 690• SIGNS/LABELS MEETING REQUIREMENTS UMBER: OF ARTICLE 690 SHALL HAVE NO SMALLER THAN 3/8"WHITE TEXT ON RED BACKGROUND UNLESS OTHERWISE SOURCES: UTILITY GRID DEPICTED OR DESCRIBED •SIGNS/LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND PV SOLAR ELECTRIC SYSTEM AND SHALL NOT BE HANDWRITTEN •SIGNS/LABELS SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE M ENVIRONMENT INVOLVED•SIGNS/LABELS SHALL NOT COVER EXISTING MANUFACTURER LABELS LU MAXIMUM VOLTAGE ***V WARNING MAXIMUM CIRCUIT CURRENT ***A �� SITE PLACARD SHOWING ADDITIONAL POWER SOURCE o RAPID SHUTDOWN SWITCH DUAL POWER SOURCE J C MAX RATED OUTPUT CURRENT OF L� 7 AND DISCONNECT LOCATIONS. PLACARD SHALL BE 10 m o FOR SOLAR PV SYSTEM SOURCES: UTILITY GRID LD THE CHARGE CONTROLLER OR DC-TO-DC ***A MOUNTED ON EXTERIOR OF ELECTRICAL PANEL AND PV SOLAR ELECTRIC SYSTEM X '�^ No CONVERTER(IF INSTALLED) c ,. rn m Ln -0a °C LL WARNING MAIN BREAKER DE-RATED o �; C SOLAR PV SYSTEM EQUIPPED TERMINALS ON THE LINE AND DUE TO SOLAR CIRCUITS 2 WARNING: PHOTOVOLTAIC POWER SOURCE 5 cIIII$ 11 W O WITH RAPID SHUTDOWN LOAD SIDES MAY BE ENERGIZED ***AMPS MAX ALLOWED N J t Q IN THE OPEN POSITION DO NOT UPGRADE N o 00 o PHOTOVOLTAIC AC DISCONNECT WARNING 3 PV SYSTEM DISCONNECT 6 MAXIMUM AC OUTPUT CURRENT: ***A 9 POWER SOURCE OUTPUT CONNECTION NOMINAL AC OPERATING VOLTAGE: ***V DO NOT RELOCATE THIS OVERCURRENT PROTECTION DEVICE e ROOFTOP ARRAY O U O 5 "~ Co C N _ � O 7 @IF APPLICABLE p U 1 4 6 8 INSIDE 10 6 N PANEL O (?J ® 6 8 6 8 10 9 9 8 g EVERY 10 AND WITHIN 1'OF ELBOWS �'J�� I I z w CC CO U ® — z 4 9oA� DC Uj OC W W O Ln DISCONNECT M aaMN �`%' INSIDE z z U _ SHEET COMBINER PANEL VISIBLE/LOCKABLE A/C VIVINT SOLAR METER VISIBLE/LOCKABLE A/C SUB PANEL MAIN SERVICE NAME: ROOFTOP SOLAR INVERTER JUNCTION BOX 2 (WHEN USED) DISCONNECT(WHERE (WHERE REQUIRED) DISCONNECT (WHEN REQUIRED) DISCONNECT PANEL to REQUIRED) •L 0J N *** value calculated for each 3 a TYPICAL SOLAR GENERATION INSTALLATION account,for specific value see the SHEET (NOT ALL DEVICES ARE REQUIRED IN EVERY JURISDICTION) previous warning label page NUMBER: •SIGNS/LABELS SHALL MEET THE REQUIREMENTS OF ARTICLES 690 AND 705,UNLESS OTHERWISE SPECIFIED PER LOCAL AHJ REQUIREMENTS•SIGNS/LABELS SHALL MEET THE REQUIREMENTS OF SECTION 110.21(B)AS REQUIRED PER ARTICLES 690 AND 705 AND SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT SAFETY SIGNS AND LABELS •SIGNS/LABELS SHALL BE REFLECTIVE IF REQUIRED TO BE SO PER ARTICLE 690•SIGNS/LABELS MEETING REQUIREMENTS OF ARTICLE 690 SHALL HAVE NO SMALLER THAN 3/8"WHITE TEXT ON RED BACKGROUND UNLESS OTHERWISE DEPICTED OR DESCRIBED •SIGNS/LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND SHALL NOT BE HANDWRITTEN • SIGNS/LABELS SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED• SIGNS/LABELS SHALL NOT COVER EXISTING MANUFACTURER LABELS W NOTES BONDING PATH MODULE FRAME ROCK-IT COUPLING y .; MID CLAMP _ MODULE MODULE ROCK-IT ROCK-IT SLIDE UL2703:2015 LISTED BONDING CLIP PEDESTAL T u I BONDS SOLAR MODULE '.1_.: -.-.I FRAME TO OPTIMIZER OR MICRO-INVERTER II ILi �ll � OPTIMIZER MOUNTED E ROCK-IT INTEGRATED BONDING WITH UL2703 ( .iTO MODULE FRAME NOT TO SCALE 3 OPTIMIZER BONDING DETAIL WITH UL2703}NOT TO SCALE PV MODULE TO ACT AS AN ACTIVE GROUNDING COMPONENT TO EGC • GROUNDING LUG (SEE S1.0 DETAIL #2) •--r E-W BONDING PATH. i N-S BONDING PATH, SEE DETAIL #1 . ❑ ROCK-IT COUPLING vivint.Solar' Svin COMPANY 1800 ASHTON BLVD.LEHI,UT,84043 II II II 1.877.404.4129 ❑ ROCK-IT COUPLING FLLIC:ECC13006740ICRC1331849 SCALF RESIDENCE -itiLi`� --_. u ~! 7080 SILVERADO RANCH BLVD ZEPHYRHILLS,FL 33541-2564 UTILITY ACCOUNT:0252026065 METER:004958609 2 ,,SYSTEM BONDING LAYOUT WITH UL2703 BONDING DETAILS SOS FL 0125 NOT TO SCALE - DRAWN BY:DIN E 5.0 SCALE: NOT TO SCALE DATE:0210912021 REVISION:0