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20-22538
CITY OF ZEPHYRHILLS 5335-8th Street / (813)780-0020 2538 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit#:22538 Issued: 2/26/2020 Address: 7135 ASHLAND 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: 24,684.00 Total Fees: 307.50 Subdivision: CITY OF ZEPHYRHILLS Amount Paid: 307.50 Date Paid: 2/26/2020 Parcel Number: 35-25-21-0050-00000-0210 CONTRACTOR INFORMATION OWNER INFORMATION Name: VIVINT SOLAR DEVELOPER LLC Name: WATKINS, RICHARD Addr: 1800 W. ASHTON BLVD Address: 38014 12TH AVE LEHI, UT. 84043 ZEPHYRHILLS, FL. 33542 Phone: (855)877-2974 Lic: Phone: (813)862-3824 Work Desc: INSTALLATION ROOF MOUNT PHOTOVOLTAIC SOLAR APPLICATION FEES ELECTRICAL FEE 210.00 BUILDING FEE 97.50 INSPECTIONS REQUIRED ROUGH ELECTRIC CONSTRUCTION POLE PRE-METER \ n FINAL REINSPECTION FEES:(c)With respect to Reinspection fees will co ply 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. I ONTRACT PER OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received — ✓f Phone Contact for Permitting �(I 3 0- q -OIip 3 Owners Name -,Rb('(�� ,y�r f` /}� yi'�V4 Owner Phone Number Owner's Address LIT A J Tr ✓rf l4 U b R Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address /] r /� / JOB ADDRESS �l D/C • E_ t'L f-1.=L t-1 ! LOT# SUBDIVISION PARCEL ID# 3S'-Z S-Z I-60 S-0-O O O O O-G21 6 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED a NEW CONSfR ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK O OF ROO,-'HQUlfrEd P46T )VOLMIC SQL iq P4"C'b s BUILDING SIZE I SO FOOTAGE® HEIGHT NfT BUILDING $r/ 3/ g a VALUATION OF TOTAL CONSTRUCTION [RIELECTRICAL $ v) ,��7 20 AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ `f =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 2 Z '35 =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER _000MPANY V Ji V Z'M 7- R U 15 V DLO P SIGNATURE REGISTEdRED / N FEECURREN /N Address c 14 License# 3 AA /-�N�� ELECTRICIAN 1� iV�MPANY [{� S LAQ YC1v _ trr SIGNATURE REGISTERED / N FEE CURREN I O/N Address 5164 W. A MtiA AV License# ~ PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# Illlllllltlllllllllllllllllllllllllltllllllllllllllllllllllllllllll RESIDENTIAL Attach(2)Plat 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,Storrmwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsllarge projects ' COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Storrnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Dlrecbons. 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 Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW i 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, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES 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 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 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, Wetiand 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 Zane "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 IMPROVE S O YOUR PROPERTY. IF YOU INTEND TO OBTAI ING,CONSULT WITH YOUR LENDER OR AN OR BEFORE RECORDING YOU NOTICE-OF-CO ENCEME FLORIDA JURAT(F.S 11 .03) — b of �4 OWNER OR AGEN CONTRACTO'sw or of radbs d n y Who i ar I k n to me or has/have produced Who islare personally kno to me or haslhave produced as identification. as identification. JACQUELINEBOGES Notary Public Notary Publ Commi ion Commission No 'or.. .. P`,•` Expires December 12,2 222 ,a n naurenco 000.388.7019 Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped ' i JAMES QUILLEN MY COMMISSION#GG033007 `�+� EXPIRES September 26,2020 0 i FL'OHIUH �r City of Zephyrhills BUILDING PLAN REVIEW COMMENTS ` XJJI��- Contractor/Homeowner: Date Received: 2- - Zl 2-0 Site: 7/c5s / 44� Permit Type: 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. F8'8 2 3 Kalvin Switzer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) INSTR#2020045455 OR BK 1 0070 I'1 PG 350 Page 1 of 1 S,LJ 03/13/2020 11:29 AM Rcpt:2144757 Rec:10.00 DS:0.00 IT:0.00 fl Nikki AlvarezSowles,Esq.,Pasco County Clerk&Comptroller Permit No. Parcel ID No 35-•2 S—21 . 0 OCR 0 - 00660 -0 Zl0 NOTICE OF COMMENCEMENT _ state of Florida County of Pasco i THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes, the following Information Is provided In this Notice of Commencement 1. • Description of Property: Parcel Identification�No. Street Address: 7�3� RSL.lgtnd f �oG •�� Is f � 2. General Description of Improvement Installation of a roof-mounted solar photovoltaic system i I 3. Owner lal5crnation or Lessee Information If the Lessee contracted for the Improvement:421 99 2��t.�G./1s • AtL Address City Interest In Property: Name of Fee Simple Titleholder. (if different from Owner listed above) Address city Vivint Solar Developer,LLG: State 4. Contractor. P ' Name 5100•W Hanna Ave Tampa FL-33634 Address City state Contractors Telephone No.: (613)359-0634 S. Surety: Name Address City State Amount of Bond:$ Telephone No.: 6. Lender. Name Address City State Lenders Telephone No.: 7. Persona within the State of Florida designated by the owner upon whom notloas 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 Uenors Notice as provided in Section 713A3(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 comple o of con ctlon final pa ntlp t/1�7e� contractor,but will be one year from the date of recording,unless a different date is specified): (rJ� 20 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER-AFTER THE E PIRATION OF AE NOTICE OF COMMEN EMENT 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 clare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge an ref. STATE OF FLORIDA COUNTY OF FABBB t\15d)n ti Signature of Owner or Lessee,or Owners or Lessee's prized O /rector/Panner/M1a�nager \�, Signatory'sTIBefOlfice The foregoing Instrument was acknowledged before me this Suu aay of r'-h 207,by T 11 CjDi WLL� -AS as P (type f authority,e.g.,officer,trustee,attorney In fact)for i Jackie VC o (n a on beha cl whom Instrument was executed). Personally Known❑OR Produced Identification Notary Signature A'', Type of Identification Produced n_ Name(Print) J${rArt G yC'�0 JACKIEGWYCKOFF �,®R CommWlon9GG246877 y ExpUasAu90t30,2022 ��'or r�o�' EaW07feuaueprlN�brySrrk+� wpdatalbcs/noflceeommencement_pcO53048 v � DocuSign Envelope ID:3690B31A-DC25-4648-BAAC-225959465045 11 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 February 18, 2020 Re: Structural Engineering Services Watkins Residence 7135 Ashland Dr, Zephyrhills, FL S-6315751; 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 membrane and 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 Sections: Prefabricated trusses at 24" on center. Survey photos indicate that there was free access to verify the framing size and spacing. • Roof Section: Dimensional lumber - assumed 2x6 at 16" on center. Survey photos indicate that there 'was not free access to verify the framing size and spacing. B. Loading Criteria 9.13 PSF=Dead Load (roofing/framing) 3.00 PSF=Dead Load (solar panels/mounting hardware) 12.13 PSF=Total Dead Load 20 PSF= Roof Live Load (based on local requirements) I 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.co m). Page 1 of 2 V1 1 ® AD DocuSign Envelope ID:3690B31A-DC25-4648-BAAC-225959465045 Page 2 of 2 2. The solar panels are 1Y2" thick. At no time will the panels be mounted higher;than 10" above the existing surface of the roof. 3. The following mounting types shall be used. Please refer to the mounting details for the associated required penetration depth. Based on our evaluation, the pullout demand is less than Ithe 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. • EcoFasten with Simple Grip: (2) OMG XHD #15 screws. Based on testing with 2" embedment, pullout capacity is 500 Ibs/mount. 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 connection's 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, J. Matthew Walsh, PE ��� �`,-- ?cE�SF' FL License No. 84923 S N 84 y p', ;[V DocuSigned by: STATE OF LORID 7AEEB20514FE4D2... ®0N A L Matthew Walsh February 19, 2020 3:18 PM MST j 02/18/2020 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. vivint. r DocuSign Envelope ID:3690B31A-DC25-4648-BAAC-225959465045 1800 W Ashtn Blvd. VIVI fit. s C-)I a r j Lehi, UT 84043 Structural Group J.Matthew Walsh,PE Kirk M.Nelson,SE Samuel Brown,PE-Civil D&ecter of Engineering stnXtrnal Engineering Structural ErVnee&g fame&walstr@vivintsolarcom kirlcnelson@vivintsolarcom i sam.brownavivinmolarcom Structural Design Criteria Project Address Date: February 18,2020 Watkins Residence 7135 Ashland Dr Zephyrhills,FL S-6315751 \��\\�.�g IEW&V��i��/ Residence Risk Category II S Roof Area 1849 sf = * N, 84 Upper Floor Area 0 sf — Number of Stories 1 �y STATE OF to z Mean Roof height 15 ft 0 " Upper Floor height 0 ft Location Parameters //� ;fONA� Latitude 28.261847 2/18/2020 Longitude -82.17842 Site Class D Risk Category II Existing Gravity Parameters Roof Dead Load 2 psf Membrane 2 psf 3/4"Plywood Sheathing 2 psf Roof Framing @ 16 in.o.c. 2 psf Ceiling,Mechanical,Electrical 1 psf Miscellaneous 9 psf TOTAL Roof Live Load 20 psf Wall Dead Load Ground Snow Load 0 psf 8 tt Wall Height Flat Roof Snow Load 0 psf 300 ft Wall Length 12 psf Wall Weight New Gravity Parameters Roof Dead Load 3.00 psf Solar Panel Weight Roof Live Load with Solar Panels 0 psf Roof Slope Factor 1.0 Roof Slope Factor(ASCE 7-10 Fig.7-2b) Roof Snow Load 0 psf Asce 7-16 Eq.7.4-1 Seismic Parameters SS= 0.068 g 0.2 sec Spectral Response Acceleration S1 = 0.035 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 SD1= 0.056 g 1 Second Period Design Spectral Acceleration i Page 1 of 3 V I'vA r i n T� { 1 DocuSign Envelope ID:3690B31A-DC25-4648-BAAC-225959465045 i I i i I Wind Parameters Wind Speed 145 mph Exposure Category D Roof Angle, 0 8.0 deg I Product Information No.of Panels 34 Weight 3.00 psf including mounting system Installed Area 597.8 ft2 No.of Connectors 62 Total Existing Roof Load=DLRooF+(LLRooF or Snow)x Spacing 38.84 plf Total New Roof Load=DLRooF+DLADD+(LLRooF or Snow)x Spacing 16.18 pif Change in Demand=(Total New Load-Existing Load)/Existing Load -58.35% 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 wasl 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 R301.2.2.2.51 and are not undergoing an extensive reconstruction shall not be required to be evaluated." i Page 2 of 3 f$ Ism i i i DocuSign Envelope ID:3690B31A-DC25-4648-BAAC-225959465045 I I 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= 8.0 deg sanebor= 48 in Horizontal spacing of roof anchors Atrib= 21.60 sf Panel Area tributary to each roof anchor Pne80 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 Paet=AK-tpaet30= Design Wind Uplift Pressure,ASCE 7-10,Equation 30.5-1 Zone 1 Zone 2 Zone 3 46 psf 72 psf 131 psf paet= 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 Atr;b= 21.60 tr DLpanel= 3.00 psf Zone 1 Zone 2 Zone 3 W„plift= 46 psf 72 psf 131 psf Pi,=F.S.x An;b x(0.6D-0.6W) Withdrawal force for each roof anchor Zone 1 Zone 2 Zone 3 -560.31bs -448.3lbs -415.41bs Connection Capacity db= 5/16 in Lag Screw diameter Dpea= 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 Win 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= 5601bs 448 lbs 415 lbs Max Load=0.853 OK CAPACITY= 657 lbs 657 lbs 657 lbs I Page 3of3 V i v i . . oi6a.-. r .ret'l LG330NTC45 j 330W The LG NeONO 2 is LG's best-selling solar module, and is one of the most powerful and versatile modules on the market today. Featuring LG's Cello Technology", the LG NeONO 2 increases power output New updates include an extended performance warranty from 86% to 89.6% to give customers higher performance and reliability. o�E c@U, _"�p_p In progress Made in � ®r— A� ymported Parts— Features Enhanced Product warranty 25 Enhanced Product Warranty LJ LG NeON-2 has an enhanced performance LG has extended the warranty of the NeON°2 to 25 warranty.After 25 years,LG NeONO 2 is -- years including labor,'which is among the leading guaranteed to perform at a minimum of industry standards. 89.6%of initial performance. 1 Better Performance on Sunny Days Roof Aesthetics LG NeONO 2 now performs better on sunny LG NeONO 2 has been designed with aesthetics in days,thanks to Its improved temperature mind using thinner wires that appear all black at a coefficient distance. The LG NeONO 2 can increase the aesthetic value of your home with a more modern design. About LG Electronics I LG Elea,macs is I leader:n eip .mc mpduas�n m,•clean eneru a gloLa y min kets 6y atrarng solar�'V ranelc and cnerq�I-age syscems ihe-fah,; fi.sc eiriarked a. a solar every:scurca research program n IC65,suppntted Ov LG Groups a panmce nthe sen•.rcendr�tnr. _CD,aemrtry and materials i-d—n-In12010 LG LG S�Izr successfully MIased its hr51\donna' ,ones to d,a mar e4 which is novi a 1-fe �n 32_eun[r.e5 The NeON' !pi ewt Monnk� V2UN;, NeUN�_NaOW2 5,Fddai:inn:he"Intersolar AWARD'al:013.2015 and'_'01 C.:vhicn d2m.m,siraces LG's leadership and,i—annn in the spLar ndu Irv. "®_r LG NeONO2 LG330N 1 C-V5 General Data Electrical Properties(STC*) Cell Proper (mausnIf-) Mcmocrystallmelsf�type_ Model LC133ON1C-V5 Celt Maker LG �M&xunmmPpMaLPmax)__[w] 330 Cell Configuration 60 Cells(6�10) MPP Voltage.(Vmpp) M 33.7 Nt,harol-B"slaws I,EA NIPP-�—rl—Om�—P) 1 9 8 Module Dimensions(L.W x H) 1,686—.1.0 1 6mm.40 m. (Vac, -) [V] -4.0.9 A S Weight 171 kg Short Circuit Cua!nt jl!Li 5%._,'� O Glass(Material) Tempered Glass nth AIR Costing 19.3 Power Tolerance 0-3 8-cj es, (C-I-r White Frame(Material) Anodized AluminiumSTC(Standard test Condition)Irradiant e 1000 W/m',Cell temperature 25 T,AM 1.5 Junction Box (Protection Degree) IF 68,,.th 3 bypass Dnalei CAW(Length) 1,000 min x 2 EA Operating Conditions Connector(Type/Maker) MC41MC operating Temperature :40-90 -Maximum System rage Maximum Series Fuse Rating [A) 20 Certifications and Warranty Mechanical Load(Front) ---J?sfj A 113 M-e—chamicaCLo-a-d-(Rear) 84 1— UL 1703 Certifications =S. A, ISO 5000 1 Packaging Configuration C�ISS 1130011`11 CYCLE Number of Modules per Pallet [EA] 25 -s�tplist Corrosion Test HEC 61701._201 2 Sa�env/ Numb.,of Modules per 40fit HQ Container [EA] 650 Ammonia Corrosion Test IEC62716.2013 packaging Bax Dimensions(LxWj) (min] 1 759 x 1.120 x 1.221 Module Fire Performance Type 1(UL 1703) Packaging Box Gross Weight [kri] 464 solar Module Product Warranty 25 Years Solar Module Output Warranty LmearW—ryl -I)Fhstyear'98'i, 2)Are,!styea,03S%.,mu.IdegWcu,on, 3)89.6%fc!25,,— Dimensions(mm/inch) Temperature Characteristics NMCrr _42:13 P.- V.c _171" I.. ... ,mrnrifth Isc [1rc] 0.03 Umt I 'Ah,,d speed I m/s,Spe,ram,AM 1.5 Electrical Properties(NMOT) Model LG330N1C-V5 rn�) WF 246 Maximum Power(P MPP Voltage(V.Pp) [v] 1 31.5 7.81 Open Orcuit Voltage(Voc) [VI 38.40 Short CircuitC—ers:(Ilc) [A] BAD 1-V Curves eoarm 600W Voltage[V] LG Electronics Inc. Product ucw—ro—ro.-bjec-,--.h.mj,-1ncur-rce. N%,10 S.I,'qus,,—,D.,s.on LG3 CNTC-V5-1jS-VerO1 2000 hl�llornok Drve LG 0 1,019 I-G Fl,,v onics.All rights reserved Life's Good U.c.im,h-,IL 60069 reservreserved �� --u-soar c— 1 SpIS 1 SolarEd9e . for Single Ph North America ph, Inverter �► sE3 _ S 0aaH SE 3 00H`'U SE3800H_US 1 SE50 aaH_US1SE6a0aH_USI _. ! _-, . .. solar•..: u^ _-•.,.� . 4 . r %over 1 =.12-25 s I . sss ' Optlmized.installs. pecificallY desi ti°n With Hp, Record_br geed to work with Baking efficiency POwer aVe t�'C/tt� .10gy °Y Fixed.volts °Pbrnizers AV .. arc fault inverter for longer strings Integrated UL1741 SA c protection and " Extreme) ertitiedr rapid shutdoyv for CPUC Rule 21 n'for NEC Y small and grid co 2014 and High reliabilit easy to in outdo mPlianee 2017,per a i Built-inY without an ors or indoorsarticle 690.11 a ` Optional: Man-Oni electrolytic capacitors. and 69012 r' at:Revenue g i grade data;ANSI C?2 USA•cANADa- 20 Class as(0.5 o DERM.4NY- K ITA accuracy} sour HAFRIC"pLAND-CZECH ETHERLANDS REPUBLIC -JAPAN'CHINA-A US7.RALIA-ISRAEL_FRANCE. EPUgLC -JAPAN•CHINA-AUSTRAUA-tSRAEt-FRANCE- , ' � O Ve` _ . r 8Et6IUM-TURKEY- INDIA-B WUtGAR1A-RO i MANIA.HUPGA RY-S tVEDEN- www.solaredge.us solar=sv Single Phase Inverters for North America SE3000H-US/SE380OH-US/SE5000H-US/SE6000H-US/SE760OH-US SE3000H-US SE380OH-US SESOOOH-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 7600 VA ........... .................... .................... ............. AC Output Voltage Min:Nom:Max.(183-208-229) ✓ Vac ................................... ................... .................... .................... .................... .................... ............. AC Output Voltage Min:Nom.-Max.(211-240-264) ✓ ✓ ✓ ✓ ✓ Vac ........................................................... AC Frequency(Nominal) 59.3-60-60.5(�) Hz ..........................s Out................................. .................... .................... .................... .................... .................... .. .......... Maximum Continuous ut Current 208V 24 A .................... ..Maximum Continuous Output Current 240V.......... ...... 1z:5........ ....... 16......... ....... 21......... ....... 25..... .......32......... .....A...... GFDI Threshold 1 A Utility Monitoring,Islanding Protection, Country Configurable Thresholds Yes INPUT Maximum DC Power 4650 5900 7750 9300 11800 W ...................................................... .................... .................... .................... .................... .................... ............. Transformer-less,Ungrounded Yes ........................................................... ........................................................................................................ ............. Maximum Input Voltage 480 Vdc ..................................................... ................................................................................... .................... ............. Nominal DC Input Voltage 380 400 Vdc ...........................................................Maximum Input Current 208V I'I .................... .................... .................... .................... ................. .. ....Ad...c..... 13.5 Maximum Input Current 240V izl 8.5 10:5 13:5 16.5 20 Adc ........................................................... ...... .......... .... Max.Input Short Circuit Current 45 Adc ........................................................... ........................................................................................................ ............. Reverse-Polarity Protection Yes ........................................................ ....................................................................................................... ............. Ground-Fault Isolation Detection 600koSensitivit ......................................................... ......a...... Maximum Inverter Efficiency 99 I 99.2 ........................................................... ........ ...................................... ............. CEC Weighted Efficiency 99 % .... ....................... ............................ ........................................................................................................ ............. Nighttime Power Consumption lion <2.5 W ADDITIONAL FEATURES Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional) ........................................................... ........................................................................................................ ............. Revenue Grade Data,ANSI C12.20 Optional(a) Rapid Shutdown-NEC 2014 and 2017 690.12 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.Connecti. .on.Standards. . IEEE1547 Rule 21 Rule 14(HI) .. ..... ... .. .... .... ............................. ........................................... ,........... ,.................................................. ............. Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size/AWG Range 0.75-1" Conduit/14-6 AWG ........................................................... ........................................................................................................ ............. DC Input Conduit Size/#of Strings/AWG Range 0.75-1" Conduit/1-2 strings/14-6 AWG ............................. ............. ........................................................... ........................................................................... Dimensions with Safety Switch(HxWxD) 17.7 x 14.6 x 6.8 /450 x 370 x 174 in/mm ....................................................... ................. ....................... ........ i......... ............... 6..... 1.. ............... ............. Weight with Safety Switch.............................. .................2../10.................I....25:1 .11.4....I...............26:2/11:................ ..Ib/.kg.... Noise <25 <50 dBA Natural convection and Cooling Natural Convection internal fan (user ........................................................... ................................................................................... re laceable Operating Temperature Range .13 to+140/-25 to+60t1t(-40'F/-40°C option)I51 .. /'C ......................................................... ........................................................................................................ ............. Protection Rating NEMA 313(Inverter with Safety Switch) I�t For other regional settings please contact SolarEdge support I't A higher current source maybe used;the inverter will limit its input current to the values stated Ial Revenue grade inverter P/N:SEx—H-US000NNC2 RI Power de-rating from so•C Isl-40 version P/N:SE—H-USOOONNU4 bHS pS,016,rEdge - 9 .. thelogo,OPTIMIZED BY'SOL�%R[HbGE - - - •D.•- 09 C 7• - RO AI�H 40 Zephyrhills .= ILDING PL - - TS Contractor/Homeowner: I Co ) Date Received: — n - J4�-/ p Site: 13 S S��Is (C�''�O( Permit Type: Approved w/no comme s: Approved w/the below comments: ❑ Denied w/the below comments: ❑ COS This commenFtss be kept with the permit and/or plans. APR p 9 z0Z0 Kalvin S i er—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) I I Shubham Pandey_ 3/20/2020 11:23 PM conduit location is modified Case: 04502074-Module Count Deviation _ Created By i Created Date_ ' Comment j Shubham Pandey 3/20/2020 11:23 PM 4 module added Case:04502080-Inverter Type Created By Created Date Comment Shubham Pandey_ 3/20/2020 11:25 PM SolarEdge Technologies SE10000H-USOOOBNC4 is used —_ SE760OH-USOOOBNC4 JOAPI DocuSign Envelope ID:3690B31A-DC25-4648-BAAC-2259594650,0 I i viv; t o f f 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@vivintsolarcom February 18,2020 Z17 ✓' 5(J Re: Structural Engineering Services Watkins Residence 7135 Ashland Dr,Zephyrhills, FL S-6315751; FL-01 l/ 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 membrane and 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 Sections: Prefabricated trusses at 24" on center. Survey photos indicate that there was free access to verify the framing size and spacing. • Roof Section: Dimensional lumber - assumed 2x6 at 16" on center. Survey photos indicate that there was not free access to verify the framing size and spacing. B. Loading Criteria 9.13 PSF= Dead Load(roofing/framing) 3.00 PSF= Dead Load(solar panels/mounting hardware) 12.13 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). s � Page 1 of 2 vivi nt® , o f a r DocuSign Envelope ID:3690B31A-DC25-4648-BAAC-225959465045 Page 2 of 2 2. The solar panels are 1'/2" thick. At no time will the panels be mounted higher, than 10" above the existing surface of the roof. 3. The following mounting types shall be used. Please refer to the mounting details for the associated required penetration depth. Based on our evaluation, the pullout demand is less than Ithe 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. • EcoFasten with Simple Grip: (2) OMG XHD #15 screws. Based on testing with 2" embedment, pullout capacity is 500 lbs/mount. 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 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, %10E W J. Matthew Walsh, PE `� �" ��ceNSF FL License No. 84923 N 84� ( y a Gt'? — p STATE OF ;[u DocuSigned by: 0• 7AEE820514FE4D2... /�/��0N p L'�^�` `\ Matthew Walsh �1111111% %� February 19, 2020 1 3:18 PM MST 02/18/2020 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. ' I DocuSign Envelope ID:3690B31A-DC25-4648-BAAC-225959465045 ,rivin* t U� 1900 W Ashton Blvd. Lehi, UT 84iI4.3 Structural Group J.Matthew Walsh, PE Kirk M. Nelson,SE Samuel Brown,PE- Civil DiredoroFEngineering Strudurat Engineering Stwdurat Engineering jamw.waish@vMrasolar.com k ft Xnelson0_vivinIso/ar c o m sam.brown@vnrintsolar cQm Structural Design Criteria Project Address Date: February 18,2020 Watkins Residence 7135 Ashland Dr Zephyrhills,FL S-6315751 \�\� .�'t ViE W Residence Risk Category II y Roof Area 1849 sf * 84 7 Upper Floor Area 0 sf a *a — Number of Stories 1 ,�,�, STATE OF ;•� Mean Roof height 15 ft d�i�0 ;"�� Upper Floor height 0 ft Location Parameters //ss�0�(AL xx\\ �\ Latitude 28.261847 �JI J ��111\ 2/18/2020 Longitude -82.17842 Site Class D Risk Category H Existing Gravity Parameters Roof Dead Load 2 psf Membrane 2 psf 3/4"Plywood Sheathing 2 psf Roof Framing @ 16 in. O.C. 2 psf Ceiling,Mechanical,Electrical 1 psf Miscellaneous 9 psf TOTAL Roof Live Load 20 psf Wall Dead Load Ground Snow Load 0 psf 8 ft Wall Height Flat Roof Snow Load 0 psf 300 ft Wall Length 12 psf Wall Weight New Gravity Parameters Roof Dead Load 3.00 psf Solar Panel Weight Roof Live Load with Solar Panels 0 psf Roof Slope Factor 1.0 Roof Slope Factor(ASCE 7-10 Fig.7-2b) Roof Snow Load 0 psf Asce 7-16 Eq.7.4-1 Seismic Parameters SS= 0.068 g 0.2 sec Spectral Response Acceleration SI = 0.035 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 1 SDS= . 0.073 g Short Period.Design Spectral Acceleration SDI = 0.056 g 1 Second Period Design Spectral Acceleration vint �; �� k .�-, Page 1 of 3 � � '� � ' 1 ;I�.. DocuSign Envelope ID:3690631A-DC25-4648-BAAC-225959465045 Wind Parameters Wind Speed 145 mph i Exposure Category D Roof Angle, 0 8.0 deg Product Information No.of Panels 34 Weight 3.00 psf including mounting system Installed Area 597.8 f? No.of Connectors 62 Total Existing Roof Load=DLRooF+(LLRDOF or Snow)x Spacing 38.84 plf Total New Roof Load=DLRooF+DLADD+(LLRooF or Snow)x Spacing 16.18 plf Change in Demand=(Total New Load-Existing Load)/Existing Load -58.35% Total New Gravity Loads are less than Existing Loads.OK Code References 2015 IEBC Section 707.2 states: "Where addition or replacement of roofmg 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 roofmg 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 R301.22.2.5 and are not undergoing an extensive reconstruction shall not be required to be evaluated." i Page 2 of 3 n Doc'Sign Envelope ID:3690B31A-DC25-4648-BAAC-225959465045 I 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= 8.0 deg Sanchor= 48 in Horizontal spacing of roof anchors Ahab= 21.60 sf Panel Area tributary to each roof anchor Pnet3o Net Wind Design Pressure,ASCE 7-10,Figure 30.5-1 Roof Zone Zone 1 Zone 2 Zone 3 As shown in ASCE 7-10,Figure 30.5-1 31.5 psf 49.1 psf 89.3 psf Pnet=AKztPnet3o= 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 "hib= 21.60 ft DLpanel= 3.00 psf Zone 1 Zone 2 Zone 3 Wnplift= 46 psf 72 psf 131 psf Plag=F.S.x Atnb x(0.6D-0.6W) Withdrawal force for each roof anchor Zone 1 Zone 2 Zone 3 -560.3lbs -448.3lbs -415.41bs 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 P.H.=Dpen s W,= 657 lbs Based on penetration depth Zone 1 Zone 2 Zone 3 DEMAND= 5601bs 448 lbs 4151bs Max Load=0.853 OK CAPACITY= 657 lbs 657 lbs 657 lbs Page3of3 'v' i I Sing' le. Phase InverterI , with HD-WaveTiechnol 0 gy m . for North.America SE3000H-US / SE380OH-US / SE5000WUS / SE6000H-US SE7600H-U,S / SE10000H-US / SE11400H-US �1 m, 40 solar=—, Y`iD Ln ® solar._,+L Y7LWOVf 9� p t I Oil i Optimized installation with HD-Wave technology / Specifically designed to work with / Extremely small power optimizers Record-breaking efficiency / Built-in module-level monitoring 0 Fixed voltage inverter for longer strings / Outdoor and indoor installation i 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) 9 UL1741 SA certified,for CPUC Rule 21 grid compliance i I solaredge.com solar i Single Phase Inverter with HD-Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US / SE1000OH-US / SE1140OH-US OUTPUT Rated AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA 3300 @ 208V 5000 @ 208V 10000 @ 208V Maximum AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA 3300 @ 208V 5000 @ 208V 10000 @ 208V AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ ✓ ✓ ✓ ✓ Vac (211-240-264) AC Output Voltage Min.-Nom.-Max. ✓ ✓ ✓ Vac (183-208-229) AC Frequency(Nominal) 59.3-60-60.503 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 7750 9300 1 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 @240VI23 8.5 10.5 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 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(optional),Cellular(optional) Revenue Grade Data,ANSI C12.20 Optional(" Rapid Shutdown NEC 2014 and 2017 690.12 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 FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size/AWG Range 1"Maximum/14-6 AWG 1'Maximum/14-4 AWG DC Input Conduit Size/#of Strings/AWG Range 1"Maximum/1-2 strings/14-6 AWG 1"Maximum/1-3 strings/14-6 AWG Dimensions with Safety Switch 17.7 x 14.6 x 6.8 /450 x 370 x 174 21.3 x 14.6 x 7.3/540 x 370 x 185 in/ (HxWxD) min Weight with Safety Switch 22110 25.1/11.4 26.2/lt9 38.8/17.6 lb/kg Noise <25 <50 I dBA Cooling Natural Convection Operating Temperature Range -13 to+140/-25 to+601"(-40'F/-40`C option)"' I'F/`C Protection Rating NEMA 4X(Inverter with Safety Switch) "For other regional settings please contact SolarEdge support w A higher current source may be used;the inverter will limit its input current to the values stated 131 Revenue grade inverter P/N:SExmxH-US000NNC2 For power de-rating information refer to:https://vAwtsolaredge.com/sites/default/files/se-temperature-derating-note-na.pdf -40 version P/N:SExxxxH-US000NNU4 I 0 SolarEdge Technologies,Inc.All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies,Inc.All i LJ other trademarks mentioned herein are trademarks of their respective owners.Date:03/2019/v01/ENG NAM.Subject to change without notice. RO H S LG N /n- ONOR .41 LG340Q1 C-V5 '1 LG335Q1 C-V5 1. LG330Q1 C-V5 r 34 0W 1335W 1330W LG NeONO R is powerful solar module that provides world-class performance. A new cell structure that eliminates electrodes on the front maximizes the utilization of light and enhances reliability. LG NeON®R is a result of LG's efforts to increase customer's values beyond • • + efficiency.LG NeONO R features enhanced durability,performance under real -world conditions,an enhanced warranty and aesthetic design suitable for ♦' ' ' roofs. ♦ '�" DVE � ' • . ',.. COOS C E ( . In progress In progress In progress in progress r I i I i Feature --` ; Aesthetic Roof 25 Extended Product Warranty 11 LG NeONO R has been designed with j LG has extended the product warranty of the ---- aesthetics in mind:the lack of any electrodes LG NeON®R to 25 years which is top level of on the front creates an improved,modern the industry. aesthetic. I Enhanced Performance Warranty More generation per square meter LG NeONO R has an enhanced performance The LG NeONO R has been designed to - warranty. After 25 years,LG NeONO R is == significantly enhance its output,making it guaranteed to perform at minimum 90.8%of efficient even in limited space. initial performance. About LG Electronics LG Electronics is a global big player,committed to expanding its operations mth the solar market The company first embarked an a solar energy source research program in 1985,supported by LG Group's vast experience in the semi-conductor,LCO,chemistry and materials industries.In 2010,LG Solar successfully released its first MlonoXe series to the market,which is now available in 32 countries.The NeON°(previous.Mom:Xo NeON),NeONe2,NeONo2 BiFaoal won the'9ntersolar AWARD"in 201 31 201 5 and 2016,which demonstrates LG Solar's lead,innovation and commitment to the industry. LG I I I I I LG NeONOR Preliminary LG340Q1 C-V5 I LG335Q1 C-V5 1 LG330Q1 C-V5 General Data Electrical Properties(STC*) Cell Properties(Material/Type) Monocrystalline/N-type Model LG340QIC-VS LG335Q1C-VS LG330QIC-VS Cell Maker LG Maximum Power(Pmax) [W] 335 335 330 Cell Configuration 60 Cells(6 x 10) MPP Voltage(Vmpp) [v] 35.6 35.4 35.2 Module Dimensions(Lx W x H) 1,700mm x 1,016mm x 40mm MPP Current(Impp) [A] 9.56 9.47 9.38 Weight 17.S kg Open Circuit Voltage(Voc,±5%) [v] 42.6 42.6 42.5 Glass(Thickness/Material) 2.8mm/Tempered Glass with AR Coaong Short Circuit Current"(Isc,±S%) [A] 10.75 10.74 10.73 Baclaheet(Color) White Module Efficiency [%] 19.7 19.4 - Frame(Material) Anodized Aluminium Power Tolerance [%] 0-+3 Junction Box(Protection Degree) IP68 wth 3 Bypass Diodes 'STC(Standard Test Condition):Irradiance 1000 W/m',Cell Temperature 25'C,AM 1.5, ± Cables(Length) 1,000mm x 2EA Measure Tolerance 3% Connector(rype/Maker) MC4/MC Operating Conditions Certifications and WarrantV Operating Temperature PC -40-+90 Product Warranty 25Years Maximum System Voltage [V] 1,000 Maximum Series Fuse Rating [A] 20 Output Warranty of Pmax Linear Warranty' •F,mtyear:gM2)Afterlstyear.03%amualdegadaoon3)90.8%for25years MechaniralTest Load(Front) [Pa/psf] 5,400/113 Mechanical Test Load(Rear) [Pa/psf] 4,000/83.5 °Test Load-Design x Safety Factor(1.5) Packaging Configuration Number of Modules Per Pallet [EA] 25 Number of Modules Per4Dft HQ Container [EA] 650 Packaging Box Dimensions(Lx W x H)' [mm] 1,750 x 1,120 x 1,221 Packaging Box Gross Weight [kg] 473 Dimensions(mm/inch) Temperature Characteristics NMOT3 [ °C] 44±3 1016.0/40.0 5 Pmax [9i/°C] -0.30 9761 s 0/3ea Vac [%/°C] -0.24 / ora,n Hoiee 175.0/6.9 40.0/1.57 0 omma o ue0peraang emperature:rra lance 800W m-,Am ient temperature 0°C, Oround�ng Holes Wind speed 1 m/s,Spectrum AM 1.5 Noonting Holes♦ I-� ,i Electrical Properties NMOT Model LG340QIC-VS LG335Q1C-V5 LG330Q1 C-V5 Maximum Power(Pmax) [w] 256 252.2 248.4 MPP Voltage(Vmpp) [V] 35.5 35.3 35.1 v to MPP Current(Impp) [A] 7.21 7.15 7.08 s mo Open Circuit Voltage(Voc) IV] 40.1 40.0 40.0 0-1 o - - ShortCircuitCurrent(Isc) [A] 8.66 8.66 8.65 oo O< Or O -VCurves 8k o1 c, m^ 12 [ 1000W 10 800W 60OW - 6 o ti o 0 0 40OW " u 4 � zoow 0.0 10.0 20.0 30.0 40.0 Voltage(V) LG Solar Business Inc Product 0-C-G-abans are subject to change tnnthout notice. 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