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. i City of Zephyrhills PERMIT NUMBER ! r` 5335 Eighth Street Zephyrhills, FL 33542 ELCMISC-001259-2020 Phone: (813) 780-0020 I Fax: (813)780-0021 Issue Date: 01/06/2021 Permit Type: Electric Service Replacement/Misc Prop�e,Lrty Number Str A eet ddress 1111 04 26 21 0080 00500 0120 36036 Saddle Palm Way Owner Information Permit Information Contractor Information Name: AL RONALD JR &JACQUELINE Permit Type:Electric Service ReplacemenUM Contractor: FREEDOM FOREVER WILLIAMS Class of Work:Add/Alter Residential FLORIDA LLC Address: 36036 Saddle Palm Way Building Valuation:$0.00 ZEPHYRHILLS,FL 33541 Electrical Valuation:$22,785.00 Phone: (941)315-1504 Mechanical Valuation: ((/� Plumbing Valuation: Total Valuation:$22,785.00 Total Fees:$230.88 Amount Paid:$230.88 Date Paid:1/6/2021 11:31:03AM Project Description INSTALLATION ROOF MOUNT PV SOLAR W/MAIN PANEL UPGRADE Application Fees Electrical Plan Review Fee $76.96 Electrical Permit Fee $153.92 REINSPE&ION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner:Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRAC R SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER CITY OF " " BUILDING ZEPHYRHILLS NOTICE DEPARTMENT 'OF ADDITION OR CORRECTION DOtNOT REMOVE ADDRESS DATE PERMIT:,,, THIS JOB HAS NOT BEEN COMPLETED.The following additions or corrections shall be made before the job will be accepted. tj ire, It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth or other material,until the proper inspector has had ample time to approve 780-0020 FOR RE-INSPECTION the installation. OFFICE HOURS 8:00 AM-4:30 PM MON.-FRI. INSPECTOR 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 1 Date Received �8,20Phone Contact for Permitting ( 941 ) 315 1504 t ! iOwnersName AI W Owner Phone Number Owners Address 1 36036 Saddle Palm Way Zephyrhills FI 33541 Owner Phone Number 9413151504 Fee Simple Titleholder Name I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 36036 Saddle Palm Way Zephyrhills FI 33541 LOT# 12 SUBDIVISION Silverado Ranch PARCEL ID# 04-26-21-0080-00500-0120 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR COMM = OTHER TYPE OF CONSTRUCTION BLOCK Q FRAME = STEEL DESCRIPTION OF WORK Installation of pv solar panels on rooftop and derating 200A main panel to 175A BUILDING SIZE SQ FOOTAGE HEIGHT +C-ti£"ICi-�C-'<TC-�CCL-CICs«��i-C��S'II7 =BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ 22785 AMP SERVICE = PROGRESS ENERGY 0 W.R.E.C. =PLUMBING $ t G �J F� VI i I / =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER / FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO /v" Iff BUILDER COMPANY SIGNATURE REGISTERED I Y/N I FEE CURREN Y/N Address I License# ELECTRICIAN COMPANY Freedom Forever LLC SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# I EC130080ee PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN I Y/N Address License# IIIlllllsoIII was sill7llitlllll1IsaIi Valli llllsiillIlil1Elllllll1lllll RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stonnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpsler;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stonnwater Plans w/Sill Fence installed, Sanitary Facilities&1 dumpsler.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required.(A/C upgrades over$7500) Agent(far the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Rercofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 5 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 stale 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 I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER QR AN ATTQRNEY BEFORE C FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and swom to(or affirmed)before me this Subs d swo to or bef a th's by V���bY Who is/are personally known to me or has/have produced o s/are personally known ib me oV has/have produ d as identification. �� as identification. Notary Public Notary Public Commission No. Commission o. 1 I S-016-1 Name of Notary typed,printed or stamped Nanl VbMVIe of Notary typed,printed W to KRISTIN WIGGINS .�,"1110", fate of Florida �A "8r�,Notary public-State Commission #! HH 50 yes MY Commission Exp °"� October 04, 1) 4 INSTR#2020216379 OR BK 10240 PG 2787 Page 1 of 1 12/18/2020 10:16 AM Rcpt:2239444 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller THIS INSTRUMENT PREPARED BY: Name: FREEDOM FOREVER FL LLC Address: 2619 CONSULATE DRIVE SUITE Sao ORLANDO FL 32819 NOTICE OF COMMENCEMENT Permit Number: TBD Parcel lD Number Di')''7,.6'Z.(—C d?0—O0j W-0I23 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:(Legal description of the property and street address if available) SILVERADO A-004CH.SUSDIV1510N PEIA56S 69&9A P 75 PG 075 BI-0a( 5 1-0-r lZ Property Address: 01C SADDLE FALIA WAY. ZEPNYMLLS J1 336 1 2. GENERAL DESCRIPTION OF IMPROVEMENT: INSTALLATION OF PV SOLAR SYSTEM RESIDENTIAL 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address:_WIU JAM5 4 AL uhjALD 3 R & W(LL I A1N 5, 3A COVELINE Interest in property: OWNER(S)Mailing Address: 36()36 SADp�-� '{ Aa A WAY ZEPHYMiLL-S, FL 3354-I Fee Simple Title Holder(if other than owner listed above)Name:N/A Address:NIA 4. CONTRACTOR:Name:FREEDOM FOREVER FL LLC Phone Number. 888-557-6431 Address: 2619 CONSULATE DRIVE SUITE 800 ORLANDO FL 32819 5. SURETY(If applicable,a copy of the payment bond is attached):Name:N/A Address:N/A Amount of Bond: NIA 6. LENDER:Name:N/A Phone Number: N/A Address: N/A 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes. Name: Phone Number. Address: 8. In addition,Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes.Phone number. 9. Expiration Date of Notice of Commencement(The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, 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 COM LACING WORK OR ECORDING YOUR NOTICE OF COMMENCEMENT. l l/Ii{/Z d h� We,or Owners or Lessee's ( rini NName�id4ffro-Me Signatory's Tide/ ) Authorized Officer/Director/Partner/Manager) State ofFL OR)DA County of-PASCO The foregoing instrument was acknowledged before me by means of physical presence or( j online notarization,thisZq day of IV90V6NJ'961Q 20Z&by AL (name,of personacknowledging),who Is[ j personally known tome;orP(j hasproduced as identification. KRISTIN WIGGINS 44 Notary Public-State of Florida Commission*HH 50107 ota u ' My Commission Expires October 04,2024 STATE OF FLORIDA,COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A ' •` TRUE AND CORRECT COPY OF THE DOCUMENT ;. �,3:.,, u,,: ::-�,• -ft ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WITNESS MY HAND AND OFFICIAL SEAL THIS ' ^ DAY OF b2 52�- NIKKI A ARE -SOWLES, CLERK&COMPTROLLER DEPUTY CLERK BY _ Current Renewables Engineering I Methode Maniraguha ,the Engineer of Record for the project located at ,36036 Saddle Palm Way,Zephyrhills, FL 33541;1request that the Building Official accept the use of my electronically or digitally signed and sealed engineering plans and documents to include printed copies; based on the Florida Board of Professional Engineers—Emergency Rule 61G15ER20-10, due to the COVID-19 pandemic.) am aware under normal circumstances, ,City of Zephyrhills;i will only accept wet seal or raised seal drawings with the Engineer's original signature & date. Please do not hesitate to contact me directly at the phone number or email address listed, if you have any questions. Engineer's Name and date of request: Methode Maniraguha ;12/10/2020jEngineer's Address: 1960 Chicago Ave, Suite D15, Riverside, CA 92507 Engineer's Phone Number: 951.254.5655 Engineer's Email Address: methode@currentrenewableseng.com ` \O 1V_1"^A. /���i . ..N�Ry'� Digitally signed No.85003 •;y% by Methode Maniraguha —A � cS :tub i p:•.._STATE OF („� Date. ////111IIII11I�Exp:212812021 This Item has been electronically signed and 2020.1 2.17 sealed by tdethode rdanlraguha using a Digital SignatdoCurr re and Date.Printed idered signed andthi 14:15:20 -08'00' Oocumenl are not Considered stoned and sealed and the signature must be vented on any electronic copies. 1960 Chicago Ave,Suite D15,Riverside,CA 92507 www.currentrenewableseng.com 1 951,254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE Current Renewables Engineering ee�e-got °ears pr, ?o2� Attn: To Whom It May Concern, Project Name: Williams,Al: 36oti 6 SA t W 7aE�' Y ! I S, 33ti5 Installation of��( C�,Rooftop Solar PV System Inverter: Utility Interactive Inverter: So a,o a ae Si1J onooH-h7SRG� Interconnection: Load Side Connection per NEC 2014 705.12(D)(2)(3)(b): •o t a tE, D, e L atls 1 s ail, Per Florida Statute(F.S.) 377.705 (revised 7/1/2017), I, Methode Maniraguha,PE (# 85003) an engineer licensed pursuant to Chapter 471, certify that the PV electrical system and electrical components are designed and approved using the code requirements and standards contained in the Florida Building Code. If you have questions regarding this matter, please do not hesitate to contact me directly. Sincerely, gMAN,yi�%. Digitally signed cS No 85003 •••;9= by Methode Prepared by: Maniraguha ipp"•.`STATE OF .'(�� Current Renewables Engineering Inc. s a " ��L Date: Riverside ' "i �""E=� °2' 7 CA This dem has been eledronlcally sign-'and 2 0 2 0.1 2.17 sealed by Methode Idaneaguha usng a Digital Signature and Date,Printed copies of Ibis and document are not considered signed and 14:15:02 -08'00' sealed and Me signature must be vented on any electronic copies. 196o Chicago Ave, Suite D15, Riverside, CA 92507 www.currentrenewablesen-.com I951•254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE Current Renewables Engineering 12/11/2020 Freedom Forever LLC 43445 Business Park Dr Suite 110 Temecula,CA 92590 Attn.:To Whom It May Concern re job: WILLIAMS,AL 36036 SADDLE PALM WAY, ZEPHYRHILLS, FL 33541 The following calculations are for the structural engineering design of the photovoltaic panels and are valid only for the structural info referenced in the stamped plan set.The verification of such info is the responsibility of others. After review, I certify that the roof structure has sufficient structural capacity for the applied PV loads. All mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Design Criteria: Code: 2017 FL Building Code 6th Edition ASCE 7-10 Live Load: 20 psf Ult Wind Speed: 145 mph Exposure Cat: C Ground Snow: 0 psf Min Roof Snow: NA `9 Digitally signed -k No.85003 •;9 by Methode ° ATE F aZZ:= Maniraguha i�p 1�STATE OF .'(„�� Current Renewables Engineering Inc. Date: �''o�ssoniaL EaG?�• Professional Engineer ,,,�� ��,,, �tp rsa2' 2020.12.17 seal info@currentrenewableseng.com cnomcan Rem nos noes eley signed and sealeo by Methods lAawag W a usuig a a DigRdl Signature and p coa e document are not cconsidereesg%ftnd 14:15:3 8 —08'00' ealeo and the signature must be venf*d on any electronic copies 1960 Chicago Ave,Suite D15, Riverside,CA 92507 www.currentrenewableseng.com 1 951.254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE 1 Date :12/11/2020 Current Job Code:WILLIAMS,AL nr s 2 of 6 Engineering Roof Properties: Roof 1 Roof Type= Shingle Roof Pitch (deg)= 23 Mean Roof Height(ft) = 23 Attachment Trib Width (ft) = 3.3 Attachment Spacing(ft) = 4 Framing Type= Truss Framing Size= 2x4 Framing OC Spacing(in.) = 24 Section Thickness, b (in.) = 1.5 Section Depth, d (in.) = 3.5 Section Modulus,Sx(in.A3)= 3.1 Moment of Inertia, Ix(in.A4)= 5.4 Framing Span (ft) = 8 Deflection Limit D+L(in.) = 1.6 Deflection Limit S or W(in.)= 1.07 Attachments Pattern = Fully Staggered Framing Upgrade= Adequate Sister Size= NA Wood Species= DF#2 Wood Fb (psi)= 900 Wood Fv(psi)= 180 Wood E (psi)= 1600000 CD(Wind) = 1.6 CD(Snow)= 1.15 CAS= 1.00 CM=Ct=CL=C;= 1.0 CF= 1.5 Cf.= 1.00 Cr= 1.15 F'b_wind (psi)= 2484 F'b_snow(psi)= 1785 F'v_wind (psi)= 288 F'b_snow(psi)= 207 M_aI Iowa ble_wind (lb-ft) = 634 M_aI Iowa ble_snow(lb-ft) = 456 V_allowable_wind (Ibs) = 1008 V_aI Iowa ble_snow(Ibs) = 725 1960 Chicago Ave,Suite D15,Riverside,CA 92507 www.currentrenewableseng.com I 951.254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE r t Date :12/11/2020 Current Job Code:WILLIAMS,AL On ) Renewables 3of6 Engineering E' (psi)=I 1600000 Load Calculation: Dead Load Calculations: Panels Dead Load (psf) = 3.0 Roof 1 Roofing Weight(psf)= 3.0 Decking Weight(psf)= 2.0 Framing Weight(psf) = 0.6 Misc.Additional Weight(psf) = 1.0 Existing Dead Load (psf)= 6.6 Total Dead Load (psf)= 9.6 Wind Load Calculations: Ultimate Wind Speed (mph) = 145 Directionality Factor, kd = 0.85 Topographic Factor, kzt= 1.0 Roof 1 Velocity Press Exp Factor, kz= 0.93 Velocity Pressure,qz(psf) = 42.5 External Pressure Up,GCp_1= -0.85 External Pressure Up,GCp_2= -1.55 External Pressure Up,GCp_3= -2.45 External Pressure Down,GCp= 0.45 Design Pressure Up, p_1 (psf) _ -36.1 Design Pressure Up, p_2 (psf)_ -65.9 Design Pressure Up, p_3 (psf)_ -104.1 Design Pressure Down, p (psf)= 19.1 Hardware Checks: Lag Screw Checks: Roof 1 Ref.Widthrawal Value,W(lb/in)= 266 (CM=Ct=Ceg= 1.0) CD= 1.6 Adjusted Widthrawal Value,W' (lb/in)= 426 Lag Penetration, p (in.)= 2.5 Allowable Widthrawal Force,W'p(Ibs)= 1064 Applied Uplift Force (Ibs)_ -264 Uplift DCR= 0.25 1960 Chicago Ave,Suite D15, Riverside,CA 92507 www.currentrenewableseng.com I 951.254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE Date :12/11/2020 Current Job Code: WILLIAMS,AL e ewa Ies 4 of 6 -- Engineering Ref. Lateral Value,Z(Ibs)= 270 (CM=Ct=Co=Ceg= 1.0) CD= 0.9 Adjusted Lateral Value,Z' (Ibs) = 243 Applied Laeral Force(Ibs) = 15 Angle of Resultant Force, a(deg)= 87 djusted Interaction Lateral Value,Z',,(Ibs)= 1052 Lateral DCR= 0.01 Roof Framing Checks: Force Checks: Roof 1 LC1: D+S Applied Moment(lb-ft) = 102 Applied Shear(Ibs)= 77 Allowable Moment(lb-ft) = 456 Allowable Shear(Ibs)= 725 Moment DCR= 0.22 Shear DCR= 0.11 LC2: D+0.6W Applied Moment(lb-ft) = 225 Applied Shear(Ibs)= 169 Allowable Moment(lb-ft) = 634 Allowable Shear(Ibs) = 1008 Moment DCR= 0.35 Shear DCR= 0.17 LC3: D+0.75(S+0.6W) Applied Moment(lb-ft) = 194 Applied Shear(Ibs) = 146 Allowable Moment(lb-ft)= 634 Allowable Shear(Ibs) = 1008 Moment DCR= 0.31 Shear DCR= 0.14 LC4:0.6D+0.6W Applied Moment(lb-ft)= 170 Applied Shear(Ibs) = 127 Allowable Moment(lb-ft) = 634 Allowable Shear(Ibs)= 1008 Moment DCR= 0.27 Shear DCR= 0.13 1960 Chicago Ave,Suite D15,Riverside, CA 92507 www.currentTenewableseng.com 1 951.254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE Date :12/11/2020 Current Job Code:WILLIAMS,AL Renewables 5of6 Engineering Deflection Checks(Service Level): Roof 1 LC1: D+L Deflection (in.)= 0.06 Deflection Limit(in.) = 1.6 Deflection DCR= 0.04 LC2: S Deflection (in.) = 0.00 Deflection Limit(in.)= 1.07 Deflection DCR= 0.00 LC3:W(Down) Deflection (in.)= 0.03 Deflection Limit(in.)= 1.07 Deflection DCR= 0.03 LC4:W(Up) Deflection (in.)= -0.07 Deflection Limit(in.)= 1.07 Deflection DCR= 0.06 Seismic Check: Existing Weight: Wall Weight(psf) = 17 Tributary Wall Area (ft)= 3000 Total Wall Weight(Ibs) = 51000 Roof Weight(psf)= 7 Roof Area (ft) = 2500 Total Roof Weight(Ibs) = 16504 Total Existing Weight(Ibs)= 67504 Additional PV Weight: PV Panel Weight(Ibs)= 54 Number of Panels= 41 .Total Additional PV Weight(Ibs)= 2232 Weight Increase: (Existing W+Additional W)/(Existing W) = 103% The increase in weight as a result of the solar system is less than 10%of the existing structure and therefore no further seismic analysis is required. 1960 Chicago Ave,Suite D15, Riverside, CA 92507 www.currentrenewableseng.com I 951.2S4.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE Date :12/11/2020 Current Job Code:WILLIAMS,AL Renewables 6 of 6 R 1� Engineering Limits of Scope of Work and Liability: Existing structure is assumed to have been designed and constructed following appropriate codes at time of erection, and assumed to have appropriate permits.The calculations produced are only for the roof framing supporting the proposed PV installation referenced in the stamped planset and were completed according to generally recognized structural analysis standards and procedures, professional engineering and design experience, opinions and judgements. Existing deficiencies which are unknown or were not observable during time of inspection are not included in this scope of work.All PV modules, racking, and mounting equipment shall be designed and installed per manufacturer's approved installation specifications.The Engineer of Record and the engineering consulting firm assume no responsibility for misuse or improper installation.This analysis is not stamped for water leakage. Framing was determined based on information in provided plans and/or photos, along with engineering judgement. Prior to commencement of work,the contractor shall verify the framing sizes, spacings, and spans noted in the stamped plans, calculations,and cert letter(where applicable) and notify the Engineer of Record of,any discrepancies prior to starting construction. Contractor shall also verify that there is no damaged framing that was not addressed in stamped plans, calculations,and cert letter (where applicable) and notify the Engineer of Record of any concerns prior to starting construction. 1960 Chicago Ave,Suite D15, Riverside, CA 92507 www.currentrenewableseng.com I 951.254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE Current Renewbes Engineering 12/11/2020 Freedom Forever LLC,43445 Business Park Dr Suite 110,Temecula, CA 92590 Subject:Structural Certification for Installation of Residential Solar re job: WILLIAMS,AL, 36036 SADDLE PALM WAY„ZEPHYRHILLS, FL 33541 Attn.:To Whom It May Concern Observation of the condition of the existing framing system was performed by an audit team of Freedom Forever LLC. After review of the field observation data, structural capacity calculations were performed in accordance with applicable building codes to determine adequacy of the existing roof framing supporting the proposed panel layout. Please see full Structural Calculations report for details regarding calculations performed and limits of scope of work and liability. The design criteria and structural adequacy are summarized below: ROOF 1: Shingle roofing supported by 2x4 Truss @ 24 in. OC spacing.The roof is sloped at approximately 23 degrees and has a max beam span of 8 ft between supports. Design Criteria: Code: 2017 FL Building Code 6th Edition (ASCE 7-10) Ult Wind Speed: 145 mph Ground Snow: 0 psf Exposure Cat: C Min Roof Snow: NA psf ROOF 1: adequate to support the imposed loads.Therefore, no structural upgrades are required. Current Renewables Engineering Inc. Professional Engineer Digitally info@currentrenewableseng.com �pe MAIV/�'�i, signed No.85003 '•y g y Methode i p•.•__&TATE OF [ti Z 'F�ORIOP:' Maniraguha G /''/ss ONAI��exa\vsenast Date: This Item has Dean electronically signed and sealed by hiethode hlamraguha using a Digital 0 0• �. Signature and Date.Printed copies of this 17 document are not considered signed and sealed and the signature must De vedfietl on 14:1 1 5:5 4 -08'00' any electronic copies. 1960 Chicago Ave,Suite D15,Riverside,CA 92507 www.currentrenewableseng.com 1 951.254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE PHOTOVOLTAIC SYSTEM II►�,,,,,,, Digitally PV SYSTEM SUMMARY: 11 .685 KW CITY NOTES: �'��°° CMNSF ��� signed by THIS PROJECT COMPLIES WITH THE FOLLOWING: No.85003 •y :_ RESIDENTIAL PHOTOVOLTAIC SYSTEM 2017 6TH EDITION FLORIDA BUILDING CODE: BUILDING -*` * *= Methode SYSTEM SIZE (DC) . STC: 41 X 285 = 11685W DC 2017 6TH EDITION FLORIDA BUILDING CODE: RESIDENTIAL =pt:. y ;'ty PTC: 41 X 261.4 - 10717W DC 2017 6TH EDITION FLORIDA BUILDING CODE: MECHANICAL /O�•. ATE OP ;.j,` Man i rag u ha 2017 6TH EDITION FLORIDA BUILDING CODE: PLUMBING �1�S•'..oRto : �' �� SYSTEM SIZE (AC) : 10000W AC @ 240V 2017 6TH EDITION FLORIDA BUILDING CODE: FUEL GAS ��/ P:y28/2021 MODULES : 41 X QCELL QPLUS BFR-G4.1 285 2017 6TH EDITION FLORIDA BUILDING CODE: ENERGY CONSERVATION Date: 2017 6TH EDITION FLORIDA BUILDING CODE: EXISTING BUILDING This item has been electronically signed and OPTIMIZERS 41 X SOLAR EDGE: P340 sealed by and Dale M Printed ha using a Digital 2 020 12 17 2017 6TH EDITION FLORIDA BUILDING CODE:ACCESSIBILITY Signature and Date. copies of this , INVERTER SOLAR EDGE: SE10000H-USRGM [S11] 2014 NATIONAL ELECTRIC CODE (NEC) document are not considered signed and G AS ADOPTED BY CITY OF ZEPHYRHILLIS sealed cntlthe gnaturemust beverfiedon any electronic copies 14:1 6:1 1 —08'00' ROOF COMPOSITION SHINGLE TILT 23° AZIMUTH 117°,207°, 27° CONDUIT AND CONDUCTOR SPECIFICATIONS ARE BASED ON MINIMUM RAFTER/TRUSS SIZE : 2X4 TRUSS @ 24"O.C. CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING AS UNIRAC: SFM INFINITY MICRORAIL WITH UNIRAC REQUIRED BY FIELD CONDITIONS. SITE LOCATION- ATTACHMENT TYPE SFM INFINITY RAIL LESS ALL SOLAR ENERGY SYSTEM EQUIPMENT SHALL BE SCREENED TO THE MAIN SERVICE PANEL EXISTING 200 AMPS MSP WITH NEW DERATED 175 MAXIMUM EXTENT POSSIBLE AND SHALL BE PAINTED A COLOR SIMILAR AMPS MAIN BREAKER ON END FED TO THE SURFACE UPON WHICH THEY ARE MOUNTED. INTERCONNECTION : PV BREAKER TIES IN MSP OCPD RATING : 60 AMPS MODULES SHALL BE TESTED , LISTED AND INDENTIFIED WITH FIRE CLASSIFICATION IN ACCORDANCE WITH UL 2703. SMOKE AND CARBON MONOXIDE ALARMS ARE REQUIRED UTILITY : DUKE ENERGY PER SECTION R314 AND 315 TO BE VERIFIED AND INSPECTED BY INSPECTOR IN THE FIELD. INSTALLATION NOTES: • PV WIRE SHALL BE USED ON DC RUNS FOR UNGROUNDED/TRANSFORMERLESS TABLE OF CONTENTS INVERTERS. • INSTALL CREW TO VERIFY ROOF STRUCTURE PRIOR TO COMMENCING WORK. EMT PV-1 SITE LOCATION AND HOUSE AERIAL VIEW CONDUIT ATTACHED TO THE ROOF USING CONDUIT MOUNT. • DIG ALERT(811)TO BE CONTACTED AND COMPLIANCE WITH EXCAVATION SAFETY SITE LOCATION PV-2 SITE PLAN PRIOR TO ANY EXCAVATION TAKING PLACE PV-2A ROOF PLAN WITH MODULES LAYOUT HOUSE AERIAL VIEW: PV-3 MOUNTING DETAILS PV-4 THREE LINE DIAGRAM ALL WORK MALL COMPLY WITH PREVAILING CODES FL IDA BUILDING CODE, PV-5 EXISTING SERVICE PANEL NATIONAL ECTRIC CODE, PV-6 NOTES AND EQUIPMENT LIST ND THE C YOFZEPHYRHILLS RDINANC S 1. Prior to commencement of work,the contractor shall verify the framing sizes, _ PV-7 LABELS spacings,and spans noted in the stamped plans and accompanying calculations and notify the Engineer of Record of any discrepancies prior to starting construction. PV-7A SITE PLACARD 2. These plans are stamped for structural code compliance of the roof framing t. Cpporting the proposed PV installation referenced only. These plans are not PV-8 OPTIMIZER CHART ti_= EW OAT mped for water leakage. PV modules,racking,and attachment components must follow manufacturer guidelines and requirements. PV-9& 10 SAFETY PLAN OF ZEP YRHILL 3.`-Please see accompanying Structural Calculations report for details regarding EXAML y p R�) .calculations as well as limits of scope of work and liability. R 4. Attachments to be installed in a staggered orientation to properly distribute loads. MODULE LOCATION ELECTRICAL CONTRACTOR NO: CLIENT: REVISIONS: TITLE: SHEET: DATE: 12/10/2020 EC13008056 freedom "WILLIAMS, AL" DESCRIPTION DATE REVISION DESIGN FOREVER GREG ALBRIGHT VN SITE LOCATION AND FREEDOM FOREVER FLORIDA LLC 36036 SADDLE PALM WAY, - BY: HOUSE AERIAL VIEW PV-1 2619 Consulate Dr Suite 800,Orlando,FL 32819 ZEPHYRHILLS, FL 33541 Tel:(800)385-1075 ,�d JOB NO.: F070145 [ROOF AREA: 3244.45 SQ FT PV SYSTEM FENCE/GATE Digitally 11.685 kW DC MA �/ signed by b) g 10.000 kW-AC / / _____________________- `� O� '�ENg'•., 51 116-6 W;. No.85003 : Methode Maniraguha I i (�•., aSTATE OF :'(V�` QQV "O`Orr // ! 7 ���ll I111��1\ExP028no2 This it has been electronically signed and sealed. Methode Maniraguha using a Dgital oQv \ / Sgnat.re and Date Printed copies of this docum nt are not considered signed and 14.1 6.2 2\ sealed nd the signature must be verified on I �' ' \ . any el ironic copies -0800' / / I ROOF LINE /' / 3S`'r (E) UTILITY METER / / (N)41 QCELL QPLUS BFR-G4.1 285 / (E)MAIN SERVICE PANEL \ / L9 / ID i / FENCE/GATE \ \ / PROPERTY LINE A ' 1 \ \J / SITE PLAN SCALE: 0.004139 , ELECTRICALCONTRACTORNO: CLIENT: REVISIONS: TITLE: SHEET: freedom EC13008056 DESCRIPTION DATE REVISI ATE: 12/10/2020 "WILLIAMS, AL" ESIGNGREG ALBRIGHT VNSITE PLAN r �/-2 FREEDOM FOREVER FLORIDA LLC �1 36036 SADDLE PALM WAY, Y. PV-2 2619 Consulate Dr Suite 800,Orlando,FL 32819 C^ r (AJ•r'., 1' ZEPHYRHILLS, FL 33541 Tel:(800)385-1075 JOB NO.: F070145 ROOF AREA STATEMENT ROOF AREA: 3244.45 SQ FT SYSTEM MODULES ARRAY ROOF QTY PITCH AZIMUTH ROOF AREA ARRAY AREA COVERAGE % DISTRIBUTED PV SYSTEM ° o WEIGHT Digitally 1 20 23 117 715.31 SO FT 359.488 SQ FT 22.71% 2.50 PSF 11.685 kW-DC 2 5 23° 207° 295.13 SQ FT 89.872 SQ FT ``�� .MAN; ",, 10.000 kW-AC ° o �. signed by .•.... 3 8 23° 117 532.35 SQ FT 143.7952 SO FT ��° j°E"sFcG'% 4 5 23° 27° 89.872 SQ FT 89.872 SQ FT g�7 No.'8 Methode t5003 ?y9 5 3 207° 207° 53.9232 SQ FT 53.9232 SQ FT Maniraguha n i ra g u h a gyp'•., _-STATEOF .'Af 'G . Date: f/S�ONAD.... z�zozr 2020. 10 /t �1 Th, item has been electronically signed and / sea d by Methode Maniraguha using a Dgnal L 20 1 /L 1 7 Sig ature and Date.Printed copies of this (N)41 QCELL QPLUS BFR-G4.1 285 sea meat are sea tl and the sr esign alu signed remust evepedon 14:16:32 d any tectronic copies j(( ° -08'00' HORIZONTAL RAFTERS LEGEND: OBSTRUCTION (N)JUNCTION BOX O O PIPE VENT MODULES HORIZONTAL RAFTERS 0 CONDUIT e unn UTILITY METER Ac AC DISCONNECT MAIN SERVICE (E)UTILITY METER MSP PANEL (E)MAIN SERVICE PANEL JUNCTION BOX INV INVERTER (N)AC DISCONNECT - - - (N)SOLAREDGE SE10000H-USRGM [S11] INVERTER NOTES: 1. EMT CONDUIT ATTACHED TO THE ROOF USING CONDUIT MOUNTS 2. ATTACHED CLAMPS AT 25% FROM THE EDGE AND 50% FROM THE CENTER OF THE MODULES ROOF PLAN 3. JUNCTION BOX IS MOUNTED TO SCALE: 0.005426 THE RAIL. ELECTRICAL CONTRACTOR NO. CLIENT: REVISIONS: TITLE: SHEET: r_ DATE: 12/10/2020 DESCRIPTION DATE REVISION freedom EC13008056 "WILLIAMS, AL" ROOF GREG ALBRIGHT DESIGN VN PLAN W/ FREEDOM FOREVER FLORIDA LLC 36036 SADDLE PALM WAY, BY: MODULES PV-2A 2619 Consulate Dr Suite 800,Orlando,FL 32819 ,r (�.�+' ZEPHYRHILLS, FL 33541 LAYOUT Tel:(800)385-1075 ,� JOB NO.: F070145 Digitally \,•����E"MAN,'%'%,, signed by ��O•L,DENSF�CG'�i 1 w•' No.85003 ; Methode A" a� Maniraguha SFM TRIMRAIL SFM MICRORAIL % Q _�TA7E OF G(VW` -c,, �O.. E����\� Date• BFR-G OF S OCELL OPLUS BFR-G4.1 �/111I11I«'k` BFR-G4.1 285 285 EXP:vza 2021 SFM SLIDER AND 2020 12 17 TRIMRAIL ROOF This it has been electronically signed and . . sea9ed •y R4ettwde tlaniraguha using a Digital I ATTACHMENT ROOF/DECK MEMBRANE Signal re and Date Printed copies of this ROOF DECK/ j docum dare not considered signed and MEMBRANE -MAX ATTACHMENT SPAN 4t sea?ed fl d iic cope a u e muss be serif, on 14.1 �•4� ri any el ironic copies. 1. 4 FLASHING UNIRAC SLIDERS _O r O o STAGGERED o 5/16"STAINLESS STEEL LAG FLASHING BOLT OR STRUCTURAL SCREW WITH 2-1/2"MIN.EMBEDMENT 5/16"STAINLESS STEEL AND FLAT WASHER LAG BOLT OR STRUCTURAL SCREW WITH 2-1/2"MIN. EMBEDMENT AND FLAT WASHER BUILDING STRUCTURE BUILDING STRUCTURE LEGEND ATTACHMENT DETAIL Module (Rout F �� Scale: NTS - 1i _L . 1Ti FLJ Zic 2 SFM MICRORAIL—1 Z{7'I► 3 \ � SFM Components OCELL OPLUS BFR-G4.1 285 SFM MIc f3?d18 -� FLASHING F I UNIRAC SLIDERS SFM 5ZIL 6 5.. ROOF/DECK MEMBRANE f FM.AtCvt1J e 5p-:ILe 8 SFM TRIMRAIL 0 SFM T. rya ttI3nC )i 2X4 TRUSS @ 2d"O.C. 5Fw.1 T r-I Lr':v Clap SFM SLIDER AND TRIMRAIL ROOF ATTACHMENT Ftllt Tr l rl i Se C I l"1 FLASHING 5'16"STAINLESS STEEL LAG ti UL a 11`71.'BCtIGfi BOLT OR STRUCTURAL SCREW WITH 2-1/2"MINI EMBEDMENT AND FLAT WASHER SOLAR PV ARRAY SECTION VIEW PARTIAL ROOF FRAMING PLAN Scale: NTS Scale: NTS ELECTRICAL CONTRACTOR NO: CLIENT: REVISIONS: TITLE: SHEET: DATE: 12/10/2020 DESCRIPTION DATE REVISION EC13008056 freedom "WILLIAMS, AL" DESIGN FOREVER GREG ALBRIGHT VN MOUNTING FREEDOM FOREVER FLORIDA LLC 36036 SADDLE PALM WAY, BY DETAILS PV-3 2619 Consulate Dr Suite 800,Orlando,FL 32819 ( r i ZEPHYRHILLS, FL 33541 Tel:(800)385-1075 ,` JOB NO.: F070145 BACKFEED BREAKER SIZING CONDUCTOR AMPACITY DE-RATE CALCULATION CONDUCTOR AWG WIRE NEC FACTORS NEC FACTORS CONDUCTOR NEC FACTORS MAX. CONTINUOUS OUTPUT 42A @ 240V EQUIPMENT WIRE LOCATION SIZE TABLE TABLE AMPACITY TABLE 42 X 1.25 = 52.50AMPS 60A BREAKER-OK OTY. 310.15(B)(16) 310.15(B)(2)(a) @90CADJ. 310.15(B)(3)(a) Digitally 1 AC INVERTER TO AC DISCONNECT EXTERIOR WALL 3 6 75 0.96 72 1.00 SEE 705.12 OF 2014 NEC 2 AC AC DISCONNECT TO POt EXTERIOR WALL 3 6 75 0.96 72 1.00 200 X 120 = 240 signed by 240 - 175 = 65A ALLOWABLE BACKFEED �� O,• ►N/Rq��i No.85003 _ Methode PV SYSTEM 11.685 kW-DC �°o'•. -STAr OF ." Ma n i ra g u ha 10.000 kW-AC Date: o1YA E%P2&2021 7 This leyhas been Mantr gliha signed igd 202 0.1 2.1 seai b Methode hdanira uha using a Di ital 1 Sign turn and Date Printed copies of this doe .rent are not considered signed and reel d and the signature must be verified on 14.1 6:56 any leclronic copies —08j(• '00' (E)200A RATED STRING-1 MAIN SERVICE PANEL 20 QCELL OPLUS BFR-G4.1 285 1PH,120/240V 60HZ (E)UTILITY (N)175A1 2P MAIN METER BREAKER (END FED) SOLAREDGE P340 POWER OPTIMIZERS 2-#10 AWG,PV WIRE GENERATOR DISCONNECT SWITCH (N)SOLAREDGE (N)60A RATED SE10000H-USRGM NON-FUSED TO OTHER LOADS [SI1 INVERTER SQUARE D DU222RB I Ar KNIFEBLADE, STRING-2 v LOCKABLE,NEMA 3R, •T 21 QCELL QPLUS BFR-G4.1 285 UL LISTED (N)60A/2P PV BREAKER i / JUNCTION y BOX ------- ---------------------- ;:t - I �--- -- I 4-#10AWG,THWN-2 J RAPID 1-#8EGC,THWN-2 SHUTDOWN 3-# AWG,THWN-2 3-#6AWG,THWN-2 ------ IN 3/4"OR SWITCH 1-#8 EGC,THWN-2 1-#8 EGC,THWN-2 LARGER EMT CONDUIT IN 3/4"OR LARGER EMT IN 3/4"OR LARGER EMT L------------- - J CONDUIT CONDUIT SOLAREDGE P340 POWER OPTIMIZERS 2-#10 AWG,PV WIRE 1-#6 AWG IN FREE AIR OR CONNECT TO EXISTING UFER #8 AWG MUST BE IN EMT CONDUIT NOTE: CONDUIT AND CONDUCTORS SPECIFICATIONS ARE BASED ON MINIMUM CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS ELECTRICAL CONTRACTOR NO: CLIENT: REVISIONS: TITLE: SHEET: DATE: 12/10/2020 freedom EC13008056 "WILLIAMS, AL" DESCRIPTION DATE REVISION DESIGN FOREVER GREG ALBRIGHT VN THREE LINE FREEDOM FOREVER FLORIDA LLC 4 36036 SADDLE PALM WAY, BY: PV-4 2619 Consulate Dr Suite 800,Orlando,FL 32819 ,I�t'„><1>•1 ZEPHYRHILLS, FL 33541 Tel:(800)385-1075 JOB NO.: F070145 DIAGRAM Digitally signed by 7 'f No85003 `s= Methode Maniraguha Date: //��iII(I j41`EXP ~ .21281202t 1 1 7 This lem has been electronically signed and 2 02 0. 1 2. 1 seat d by Methode Maniraguha using a Digital Sign tore and Date.Panted copies of this • doc . nt are not considared signed and 1 4.17,08- seal d and the signature any lectronic copies -08'00' s r _ i ■ _ _ r ELECTRICAL CONTRACTOR NO: CLIENT REVISIONS: TITLE: SHEET: DATE: 12/10/2020 DESCRIPTION DATE REVISION freedom EC13008056 "WILLIAMS, AL11 _ DESIGN F O It CV E P GREGALBRIGHT VN EXISTING SERVICE FREEDOM FOREVER FLORIDA LLC 36036 SADDLE PALM WAY, BY. PANEL PV-5 �^ rk�! t' ZEPHYRHILLS, FL 33541 2619 Consulate Dr Suite 800,Orlando,FL 32819 r Imo r � - Tel:(800)385-1075 /d } JOB NO.: F070145 GENERAL NOTES : MATERIAL LIST 1. (41) QCELL QPLUS BFR-G4.1 285 WIRED AND LISTED TO UL1703 STANDARDS. QTY EQUIPMENT DESCRIPTION Digitally OPEN CIRCUIT VOLTAGE (VOC) : 39.22V `\\�\\OEM,gti/,12f/i/, signed by 2. THE SE10000H-USRGM [Sill INVERTER WITH INTEGRATED DC DISCONNECT AND ARC FAULTp PROTECTION. ATTACHED WITH SYSTEM ELECTRICAL SPECIFICATIONS, GROUND FAULT PROTECTION & QCELL QPLUS MAX. POWER VOLTAGE (VMP) : 31.99V `���,Z,�:y�GENgFWC�/� Methode 41 LISTED TO UL 1741 STANDARDS. (ISC) : SHORT CIRCUIT CURRENT 9.46A g No.*85003 BFR-G4.1 285 MAX. POWER CURRENT(IMP) : 8.91A `:' " Maniraguha 3. PHOTOVOLTAIC SYSTEM GROUND WILL BE TIED INTO EXISTING GROUND AT MAIN SERVICE FROM DC PTC RATING : 261.4W *p"•., _-STATE OF :'4141 DISCONNECT/INVERTER AS PER 2014 NEC SEC. 250.166(A). �'ss7ovA��`' ``\ DC MAX SYSTEM VOLTAGE : 480V 7i11lIIII "EXP Date: XP:Y/28/7027 4. SOLAR PHOTOVOLTAIC SYSTEM EQUIPMENT WILL BE INSTALLED IN ACCORDANCE WITH SE10000H-USRG AC OUTPUT VOLTAGE RANGE : 211-240V This temhasbeenelectronicallysgnedand 2020.1 2.1 7 seal d by Methode Maniraguha using a Digital REQUIREMENTS OF ART. 690 OF THE 2014 NEC. 1 M [S11] MAX. AC OUTPUT CURRENT : 42A Sign tore and Date Printed copies ofthis dot, ent are not considered signed and MAX. AC POWER OU PUT : 10000W seal d and the signature must be verged on 14.1 7.1 J Q 5. CONDUIT ABOVE ROOF SHALL BE NO LESS THAN 1" FROM TOP OF THE ROOF TO BOTTOM OF WEIGHTED EFFICIENCY : 99% any lectromccopies RACEWAY. TABLE NEC 310.15(B)(3)(C). MAX OUTPUT VOLTAGE : 60VDC -08'00' 6. PHOTOVOLTAIC DC CONDUCTORS ENTERING THE BUILDING SHALL BE INSTALLED IN METALLIC SOLAR EDGE MAX OUTPUT CURRENT 15ADC RACEWAY AND SHALL BE IDENTIFIED EVERY 10 FEET--AND WITHIN 1 FOOT ABOVE AND BELOW RATED INPUT DC POWER . 340W PENETRATIONS OF ROOF/CEILING ASSEMBLIES,WALLS, OR BARRIERS--WITH MINIMUM 41 P340 POWER INPUT MAX VOLT @ LOW TEMP 48VDC OPTIMIZERS INPUT MAX SC CURRENT ISC 11ADC 3/8-INCH-HIGH WHITE LETTERING ON RED BACKGROUND READING: "WARNING: PHOTOVOLTAIC ( ) POWER SOURCE." MAX DC INPUT CURRENT. 13.75ADC 1 PV BREAKER 60A/2P PV BREAKER 7. SYSTEM GROUNDING ELECTRODE CONDUCTOR FOR PV SYSTEM TO BE SIZED TO MEET THE REQUIREMENTS OF 2014 NEC TABLE 250.66. 1 JUNCTION BOX 600VDC NEMA 3R UL LISTED NON-FUSED SQUARE D DU222RB 60A RATED, 8. THE EXISTING MAIN SERVICE PANEL WILL BE EQUIPPED WITH A GROUND ROD OR UFER. 1 DISCONNECT 240VAC, NEMA 3R, UL LISTED 9. UTILITY COMPANY WILL BE NOTIFIED PRIOR TO ACTIVATION OF THE SOLAR PV SYSTEM. 70 FT CONDUIT 3/4"OR LARGER EMT CONDUIT 10. TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION. Complete part list L[G[NDaBaseSystemPart•Accessary 11. SOLAREDGE INVERTERS ARE LISTED TO UL 1741 AND UL 1699B STANDARDS. INERT PAST NUI.'BEh TYtE DESCRIDT0N QjuArr v 12. SOLAREDGE OPTIMIZERS ARE LISTED TO IEC 62109-1 (CLASS II SAFETY)AND UL 1741 STANDARDS. 256F2su ' v SFMTRIMRA!L66.25UNIVDRK 250120) © SFM TRIM SPLICE DRK I- 004200D 0 FLASHKIT SFM TRIM COMP DARK 34 250020U 0 SFM MICRORA!L 2' 63 2SO030J 0 t SFA?ATE SPLICE 8" 250010J 0 SFM SPLICE 6.5" 0042700 0 FLASHKIT SFM S..IDER COMP DARK 0981000- 7' 0 SFM TRIM BONDING CLAMP 250110U C SFM TRIMRAIL�JNIV CLIP W/HDW 31 Gro008009P 0 Lug 'I SCO LAY IN LUG(GBL4DBT) NS 00800GU 0 clip Wire SFM NIS BONDING CLAMP 2 {)1 25013OU 0 Ent1 Cap SRM TRIM END CAPS ELECTRICAL CONTRACTOR NO: CLIENT: REVISIONS: TITLE: SHEET: freedom "WILLIAMS, ALE' DESCRIPTION DATE REVISION DATE: 12/10/2020 EC13008056 DESIGN NOTES AND F 0 R EVER GREG ALBRIGHT VN FREEDOM FOREVER FLORIDA LLC I; 36036 SADDLE PALM WAY, BY:- EQUIPMENT LIST PV-6 2619 Consulate Dr Suite 800,Orlando,FL 32819 (�-�'r:fi-' ZEPHYRHILLS, FL 33541 Tel:(800)385-1075 �^ JOB NO.: F070145 NOTES: 1. NEC ARTICLES 690 AND 705 AND NEC SECTION R324 MARKINGS Digitally SHOWN HEREON. "WARNING" "WARNING" 2. ALL MARKING SHALL CONSIST OF THE FOLLOWING: �\��� III�i�fii�i signed by INVERTER OUTPUT CONNECTION A. UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR M DUAL POWER SOURCES QEMAN�'+q%' ����,0;��GEIV3F"':� '�. MACHINE PRINTED LETTERS OR ELECTRO-PLATING. ��/�` No 85003 DO NOT RELOCATE THIS SECOND SOURCE IS PHOTO-VOLTAIC SYSTEMTEXT Gy Methode B. RED BACKGROUND COLOR WHITE T TEXTEXT AND LINE *, * _ :* OVERCURRENT DEVICE RATED AC OUTPUT CURRENT -42 AMPS WORK. - . Mani rag u ha O. . S'f '(� AC NORMAL OPERATING VOLTAGE - 240 VOLTS C. AERIAL FONT. ... ATEOF ATEOF:U��'`�•SIGNS SHALL BE(UNLESS BUSBAR IS FULLY RATED) THE LOCATIONS I IONS SPECIFIED.EDE OSIGNAGE CAI D PLACED IN '',7'ONA NNOT BE ,E '` Date: 705.12(D)(2) igne HAND-WRITTEN. EXPigne a 690.54 7h item has been electronically signed sd and 2020.1 2.1 .17 3. SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH se led bytdethode Maniraguha using a Digital Si alume and Date Printed copies ofthis POP—RIVETS OR SCREWS. do ument are net considered signed and se led and the signature must be venhed on 14•1 7 1 / X40 an electronic copies —0800 ' "WARNING" ELECTRICAL SHOCK HAZARD. TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. 690.13(B) PV SYSTEM DC DISCONNECT GENERATOR _ MAXIMUM VOLTAGE:480V DISCONNECT SWITCH PV SYSTEM AC DISCONNECT MAXIMUM CIRCUITCURRENT:42A a RATED AC OUTPUT CURRENT -42 AMPS I MAX RATED OUTPUT CURRENT OF THE CONTROLLER AC_NORMAL OPERATING VOLTAGE - 240 VOLTS CONVERTER: 15A ONDC-TO-DC _ 690.15, 690.54 690.53 ARRAY RAPID SHUTDOWN SWITCH FOR SOLAR PV SYSTEM INVERTER ] - - 690.56(C)(3) DC `J_B "WARNING" "WARNING" ► ELECTRIC SHOCK HAZARD. THE DC ELECTRIC SHOCK HAZARD NEC 690.31(G)(3)&(4) CONDUCTORS OF THIS PHOTOVOLTAIC IF A GROUND- FAULT IS INDICATED , SYSTEM ARE UNGROUNDED AND MAY NORMALLY GROUNDED CONDUCTORS MAY I "WARNING" BE ENERGIZED. BE UNGROUNDED AND ENERGIZED. PHOTOVOLTAIC POWER SOURCE 690.35(F) 690.5(C) EVERY 10 ON CONDUIT AND ENCLOSURES ELECTRICAL CONTRACTOR NO CLIENT: REVISIONS: TITLE: SHEET: DATE: 12/10/2020 freedom EC13008056 "WILLIAMS, AL" DESCRIPTION DATE REVISION DESIGN P 0 F CV E P GREG ALBRIGHT FREEDOM FOREVER FLORIDA LLC 36036 SADDLE PALM WAY, BY: VN LABELS PV-7 2619 Consulate Dr Suite B00,Orlando,FL 32819 (, \' ZEPHYRH ILLS, FL 33541 Tel:(800)385-1075 JOB NO.: F070145 Digitally signed by Methode No.85003 :y TA off: �w Maniraguha P /�/c`S�ONL � `'' CAUTION: s �, Date: MULTIPLE SOURCES OF POWER LOCATED AS SHOWN. 77�f)IIII ExP:2J28/2021 DANGEROUS VOLTAGE MAY BE PRESENT AT ALL TIMES Thisite has been electr nicallysignedannd 2020.1 �.17 sealed Methode Maniraguha uha using a Digital Signalu and Date Printed copies of this docum_ are not considered signed and sealed n+.. ._� 14:• 17:54 any ele� _08n'00' JUNCTION BOX 0 41 PV MODULE UTILITY METER MAIN SERVICE PANEL AC DISCONNECT INVERTER EQUIPPED WITH RAPID SHUTDOWN 6X8"TYP-NEC 705.10 NOTES: 1. NEC ARTICLES 690 AND 705 AND NEC SECTION R324 MARKINGS SHOWN HEREON. 2. ALL MARKING SHALL CONSIST OF THE FOLLOWING: A. UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR MACHINE PRINTED LETTERS OR ELECTRO-PLATING. B. RED BACKGROUND COLOR WHITE TEXT AND LINE WORK. C. AERIAL FONT. 3. ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN THE LOCATIONS SPECIFIED. SIGNAGE CANNOT BE HAND-WRITTEN. 3. SIGNS SHALL BE ATTACHED TO THE SERVICE EQUIPMENT WITH POP-RIVETS OR SCREWS. ELECTRICAL CONTRACTOR NO: CLIENT: REVISIONS: TITLE: SHEET: DATE: 12/10/2020 freedom "WILLIAMS, AL" DESCRIPTION DATE REVISION DESIGN EC 13008056 F O It E V E P GREG ALBRIGHT BY: VN LABELS FREEDOM FOREVER FLORIDA LLC 36036 SADDLE PALM WAY, PV-7A 2619 Consulate Dr Suite 800,Orlando,FL 32819 ; ( ,r. ZEPHYRH ILLS, FL 33541 Tel:(800)385-1075 JOB NO.: F070145 1 -10 11 -20 21 -30 31 -40 41 -50 51 -60 SOLAREDGE OPTIMIZER CHART 1 2 3 4 5 6 7 Yy 8 9 10 ELECTRICAL CONTRACTOR NO: CLIENT REVISIONS: TITLE: SHEET: DATE: 12/10/2020 freedom EC13008056 "WILLIAMS, AL" DESCRIPTION DATE REVISION F O R E V E R GREG ALBRIGH DESIGN T VN FREEDOM FOREVER FLORIDA LLC 36036 SADDLE PALM WAY, BY: OPTIMIZER CHARTPV-8 2619 Consulate Or Suite 800,Orlando,FL 32819 ZEPHYRHILLS, FL 33541 Tel:(800)385-1075 JOB NO.: F070145 SAFETY PLAN MARK UP KEY INSTRUCTIONS: 1. USE SYMBOLS IN KEY TO MARK UP THIS SHEET. PERMANENT ANCHOR 2. SAFETY PLAN MUST BE MARKED BEFORE JOB STARTS AS PART OF THE PRE-PLAN 3. DOCUMENT ALL ADDITIONAL HAZARDS ON THIS PAGE TEMPORARY ANCHOR & MAKE NOTES ON THE JHA SHEET IN CASE OF EMERGENCY IL INSTALLER LADDER NEAREST HOSPITAL OR OCCUPATIONAL/INDUSTRIAL CLINIC Fill JUNCTION / COMBINER BOX NAME: STUB-OUT ADDRESS: SKYLIGHT SAFETY COACH CONTACT INFORMATION NAME: NO LADDER ACCESS (STEEP GRADE OR GROUND LEVEL OBSTRUCTIONS) ADDRESS: RESTRICTED ACCESS ALL EMPLOYEES ON SITE SHALL BE MADE AWARE OF THE SAFETY PLAN AND SIGN INDICATING THAT THEY ARE AWARE OF THE HAZARDS ON-SITE AND THE PLAN FOR - CONDUIT WORKING SAFELY. OGAS SHUT OFF NAME SIGNATURE H2o WATER SHUT OFF acN4 SERVICE DROP I O POWER LINES DATE: TIME: ELECTRICAL CONTRACTOR NO: CLIENT: REVISIONS: TITLE: SHEET: DATE: 12/10/2020 freedom E "WILLIAMS, AL" DESCRIPTION DATE REVISION FDESIGN VN EC 13008056 GREG ALBRIGHT BY: SAFETY PLAN FREEDOM FOREVER FLORIDA LLC 36036 SADDLE PALM WAY, 2619 Consulate Dr Suite BOO,Orlando,FL 32819 1# ZEPHYRH ILLS, FL 33541 Tel:(800)385-1075 J 1, JOB NO.: F070145 JOB HAZARD ANALYSIS Crew leader to fill out all sections below, hold a pre-job safety meeting with all personnel, and upload this completed document and the Safety Plan to Site Capture Ladder Access Public Protection Weather and Environment Restroom facilities • Ladders must be inspected before each use. • The safety of the Client and the Public must be maintained at all • The site supervisor shall forecast the weather conditions at the • Employees shall have access to restroom facilities with • Extension ladders must be set up on a firm and level surface at times. job site, prior to crew arrival, in order to mitigate any hazards hand-washing stations. Use of onsite restroom is at the client's a 4-to-1 rise to run angle(or 75 degrees)and the top must be • The Client and the Public shall be prevented from entering the associated with inclement weather(heat, cold,wind, rain, etc.) discretion (location is annotated below). If client does not give secured to the structure. Extension style ladders placed on work zone through the use of barriers and/or signage,as • The site supervisor will utilized a portable wind meter permission, location of suitable restroom facilities with uneven, loose or slippery surfaces must additionally have the required. (anemometer)to verify actual onsite wind conditions, by hand-washing stations offsite will be provided.The onsite base firmly anchored or lashed so the base will not slip out. • Company, Client and Public property shall be protect from checking at the ground and on any elevated work surface(ex, supervisor will identify location and make arrangements to • Extension ladders must be used with walk-through devices or falling objects. rooftop)prior to work start, at midday and prior to solar panel ensure all employees have access at any point. the ladder must extend 36"above the stepping off point. • Pets(including dogs)shall be secured by their owners prior to staging on a roof. • Restroom facilities will be(circle one): Onsite-Offsite • A-frame ladders must only be climbed with the ladder spreader work start. • Elevated work involving the moving or maneuvering of solar • If Offsite, add location name and address: bars locked in the open position;A-frame ladders shall not be • The client should not leave pets,family members,or others in panels shall cease at 25mph(sustained wind)until wind climbed while in the closed position (ex,closed and used while the charge or care of Employees,Contractors, or Temporary subsides Incident Reporting Procedure leaned against a structure:. Workers. • Forecasted weather maximum temp(degrees F): Contact your Site Supervisor • Additional notes: Crew leader responsible for communication with the client: Name: Mobile Equipment • Client and public is excluded from work area by barricades(N/A, • Only Qualified operators will operate equipment;operators must Yes, No): Heat Related Illness Prevention Phone: maintain a certification on their person for the equipment being Employees shall have access to potable drinking water that is operated. Training and Pre-Job Safet",Briefing,: fresh, pure, and suitably cool.The water shall be located as • Contact your Manager • Type(s)of mobile equipment(Type/Make/Model): • All employees onsite shall be made aware of the specific close as practicable to the areas where employees are working. hazards of this project and review this HJA during a pre-job Water shall be supplied in sufficient quantity at the beginning of Name: • Qualified operator(s): briefing,and their signature indicates awareness of site the work shift to provide at least one quart per employee per conditions and the plan to eliminate any hazards identified prior hour for drinking for the entire shift. Employees may begin the Phone: Material Handling and Storage to and during the project. shift with smaller quantities of water if they identify the location • Materials will be staged/stored in a way that does not present a and have effective means for replenishment during the shift to • Contact your Site Supervisor hazard to client, personnel or public. Materials stored on the • Crew leader(name/title): allow employees to drink on quart or more per hour.The roof will be physically protect from failing or sliding off. frequent drinking of water shall be encouraged. Name: • Crew member(name/title): • Shade shall be present when temperature exceeds 80 degrees Fall Protection Fahrenheit.When the outdoor temperature in the work exceeds Phone: • A site-specific plan for fall prevention and protection is required • Crew member(name/title): 80 degrees Fahrenheit, employees shall have and maintain one prior to starting work and must remain onsite at all times until or more areas with shade at all times. With:Your full name, phone number,office location, brief description work is complete; a fall rescue plan must be outlined and • Crew member(name/title): • New employees must be acclimatized. New employees will be of what happen and when. discussed among the crew prior to work start. monitored by their Crew Leader(site supervisor)for the first two • First-person-Up(FPU)must install their anchor and connect • Crew member(name/title): (2)weeks of employment or longer when necessary. NOTE ADDITIONAL HAZARDS NOT ADDRESSED ABOVE before any other task, including installing other anchors.The • Employees will be allowed and encouraged to implement (add as many as necessary by using additional sheets) Last-Person-Down(LPD)must be the only person on a roof • Crew member(name/title): scheduled breaks during each shift. Employees must take uninstalling fall protection. cool-down breaks in the shade any time they feel the need to do • FPCP(name and title): Airborne Contaminants: so to protect them from overheating. Supervisors are • Asbestos-containing(Transite)piping (ACP)-Do not disturb REQUIRED to allow employees any break period they need Define the Hazard: Method/steps to prevent incident: • FPU and LPD (name and title): (move,drill, cut fracture,etc.) during high heat conditions. • Asbestos-containing thermal insulation(ACI)and • Cool Vests are encouraged for all employees at all times during Electrical Safety Asbestos-containing duct wrapping (ACW)-do not disturb, no periods of high heat. • The Electrical Qualified Person (EQP)is required onsite to attic or crawlspace access is allowed if work to be performed • Identify the location of the closet Occupational/Industrial Clinic Define the Hazard: Method/steps to prevent incident: perform electrical work. could cause exposure to personnel, client or public. or Hospital in case a crew member becomes ill. • All electrical work will be performed with equipment in an electrically safe condition(de-energized)unless approval has • If yes, list specific tasks and protection in place: What is the specific plan to provide and replenish sufficient water for been granted prior to work. all employees on site? • Service drops and overhead electrical hazards will be • If offsite replenish is necessary,where will you go to replenish Define the Hazard: Method/steps to prevent incident: indentified and protected from contact,as neccessary. water(location/address): • EQP(name and tile): - - - - - • Who will replenish the drinking water(name): Define the Hazard: Method/steps to prevent incident: ELECTRICAL CONTRACTOR NO: CLIENT: REVISIONS: TITLE: SHEET: DATE: 12/10/2020 DESCRIPTION DATE REVISION EC 13008056 freedom "WILLIAMS, AL" DESIGN F 0 R E V E P GREG ALBRIGHT BY: VN SAFETY PLAN PV-10 FREEDOM FOREVER FLORIDA LLC 36036 SADDLE PALM WAY, 2619 Consulate Dr Suite 800,Orlando,FL 32819 �✓'; J,.. 1i ZEPHYRHILLS, FL 33541 Tel:(800)385-1075 1 JOB NO.: F070145 Residential Optional Calculation 9/25/1997 Freedom Forever LLC by John Sokollk Version 2011 L STEP I Article 220.82 (B) (1),(2) Williams, Al sq.ft + 3255 General Lighting load 9,765 VA 36036 Saddle Palm Way 2 Small Appliance 3,000 VA Zephyrhills, FL 33541 1 Laundry circuit 1,500 VA Gen.Lgt, Sm App.& Laun. Load 14,265 VA 12/16/2020 15:17 STEP 2 Article 220.82 (C) Li General lighting, Sm. Appl. & Laundry 14,265 VA A/C Condenser& Fixed Electric Space Heating QTY Total 2 4 ton V 5,700 VA AHU 1 7.5kw v 8,300 VA 1 V Heating Load 11,350 VA 4 ton V 5,700 VA AHU 2 7.5kW V 8,300 VA 1 V CU Load 13,000 VA A/C#3 V VA AHU 3 Select V VA Qty V A/C#4 'v VA AHU 4 Select V VA Qty V Electric Space Heat @ 65%<4,40%>3,vs.A/C @ 100% 13,000 VA A/C#5 V VA AHU 5 Select V VA Qty V STEP 3 Article 220.82 (B) (3) Appliance Demand Load 9,020 VA 4,500 VA V 1 Water Heater 4,500 VA 1,400 VA V 1 Refrigerator 1,400 VA Dryer Demand Load 5,760 VA 600 VA V Freezer VA 1,030 VA V 1 Dishwasher 1,030 VA Range Demand Load 9,600 VA 690 VA + 1 Disposal 690 VA 400 VA V 1 R/Hood 400 VA Service Demand 34,458 VA 1,000 VA V 1 Microwave 1,000 VA ❑ 4,000 VA • Microwave VA Demand Load 144 A 170 VA v Mini Refrig VA ❑ 400 VA 'w Wine Clr VA Neutral Demand 83 A ❑ 5,000 VA 1 Insta Hot VA 1,500 VA V Ironing Center VA Min.Service Req. 150 A ❑ select V Jacuzzi Tub VA ❑ F select _ 'v Sprinkler Pump VA Min. Feeder size I p ❑ select V Well Pump VA Min. Neutral size 4 select � Fountain Pump VA Eq. Grding Cond. 6 select V Elevator VA ❑ Copper Pool Equip. Panel VA Apply Demand ❑ 0 pool/spa VA No Demand ❑ 0 blower VA No Demand Total Appliance Load 9,020 VA STEP 4 Article 220.82 (B) (3) \`\\\111111//// Digitally signed Electric Clothes Dryers 5,760 VA \���O M.... Qt �'�� STEP 5 Article 220.82 (B) (3) gW: No 85003 by Methode Electric Ranges 9,600 W Col C demand 8000 =*i or Number of appliances .• Maniraguha 4-\ Cooktop Col B demand '�,�F ��oRto?• 'v�`'��` ❑ Check Box for Gas Range Cooktop Col B demand 0"A't�d\`�� Date: Oven(s) Col B demand This Rem has been electronically signed and 2020.1 2.1 Ovens) Col B demand sealed by Methods Maniraguha using a Digital Signature and Date Printed copies of this Q Number of appliances 0 Dem.Factor document thesi natureeredsievenh d 1 4:1 8:10 -08RQ'00' sealed and the signature must be verified on Cooktop&Oven Demand Load any electronic copies. imp1 ids(aicomcast.net powered by , Format 65.7in x 39.4in x 1.26 in(including frame) . �^; �u (1 45mm x 8k0mm x 32 mm) e.e".."rpo�'0„A1•smm, - Weight 41.451bs(18..8 kg) .. Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass with ahti-reflection technology o-p,,,.,,h,,, Back Cover Composite film I Frame Black anodized aluminum l Cell 6 x 10 Q.ANTUM solar cells Junction box 3.54-4.33 in x 2.99-3.03 in x 0.59-0.75 in(90-110 x 76-17 x 15-19mm), Protection class IP67,with bypass diodes ff v,v Cable 4 mm2 Solar cable;(+)≥39.37 in(1000mm),(-)≥39.37in(1000mm) Connector MC4,IP68 pzmm es<s,Hs"mT1°"'"'"m' • I L : 1 1 POWER CLASS 280 285 290 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS.STC'(POWER TOLERANCE+5W/ w Power at MPP' P„pp [W] 280 285 290 J ' J e ' Short Circuit Current* I,, [A] 9.41 9.46 9.52 = Open Circuit Voltage" V,, IV] 38.97 39.22 39.48 Current at MPP* I,,, [A] 8.84 8.91 8.98 Voltage at MPP* V,pp IV] 31.67 31.99 32.29 The new high-performance module -G is the ideal solution Efficiency' 9 (%] ≥16.8 ≥17.1 ≥17.4 for all applications thanks to its innovative cell technology 6 '� .The v;'•'f•' r. PERFORMANCE l't> ,', world-record cell design was developed to achieve the best performance Power at MPP' P„pp [W] 207.0 210.7 214.4 under real conditions — even with low radiation intensity and on clear, Short Circuit Current* l,s [A] 7.58 7.63 7.68 Open Circuit Voltage* Vcc [VI 36.37 36.61 36.84 hot summer days. Current at MPP* I„pp [A] 6.93 6.99 7.05 LOW ELECTRICITY GENERATION COSTS Voltage at MPP* Veep IV] 29.87 30.15 30.42 1000 W/m',25'C.spectrum AM 1.50 rwnesurerner.ttolerannevtTc*3%;'inc>5% '800W/m',N0CT,spectrum AM 1.5G `typical vale ---' -'-- may doter G Higher yield per surface area and lower BOS costs thanks to 0 CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE higher power classes and an efficiency rate of up to 17.7%. At least97/of nominal power during first year. °;;;;,M"°""'" Thereafter max.0.6%degradation per year. INNOVATIVE ALL-WEATHER TECHNOLOGY At least 92%of nominal power up to l0 years. _,m At least 83%of nominal power up to 25 years. Optimal yields,whatever the weather with excellent low-light <i w p y All data wilhin measurement tolerances. - --------� and temperature behavior. Full warranties in accordance with the warrant terms of the Q CELLS sales organisation of your respective country. eo :m am cm em ,em ENDURING HIGH PERFORMANCE Long-term yield security with Anti-PID Technology' Typical module performance under low irradiance conditions in Hot-Spot-Protect and Traceable Quality Tra.QTM. p „�...) "e a;,., a o., r"as comparison to STC conditions(25 C,1000 Wlm'). TEMPERATURE COEFFICIENTS EXTREME WEATHER RATING CELLS High-tech aluminum alloy frame,certified for high snow TOP BRAND PV Temperature Coefficient of l,c a [%/Kl +0.04 Temperature Coefficient of Ve, p [%/K] -0.29 vieu.su:uem Temperature Coefficient of PMpp V [%/K] —0.40 Normal Operating Cell Temperature NOCT IT 113±5.4(45±3'C) (5400 Pa)and wind loads(4000 Pa)regarding IEC. i0's & MAXIMUM COST REDUCTIONS ! Maximum System Voltage Vs,, IV] 1000(IEC)/1000(UL) Safety Class Ii Up to 10% lower logistics costs due to higher module Maximum Series Fuse Rating [A DC] 20 Fire Rating C(IEC)/TYPE 1(UL) Design load,push(UL)' Ellis/WI 75(3600 Pa) Permitted module temperature —40'F up to+185"F capacity per box. on continuous duty (-40'C up to+85'C) Phntn» Design load,pull(UL)' [Ihs/ft'] 55.6(2666 Pa) 'see installation manual Qh alitY Tested ^r.d.l 5C A RELIABLE INVESTMENT "a' i500 Bestpmycrystalline *�^ selarmoawezdta Inclusive 12 year product warranty and 25 year linear performance guarantee2. ID.40032587 UL 1703;VIE Quality Tested:CE-compliant; Number of Modules per Pallet 32 — IEC 61215(Ed.2);IEC 61730(Ed.1)application class A Number of Pallets per 53'Container 30 APT test conditions:Cells at-1500V (/"7"i55 Number of Pallets per 40'Container 26 wl wn� D EC E Pallet Dimensions(L x We H) 68.7 in x 45.3 in 046.1 in against grounded,with conductive me- c,,,,,"us tal foil covered module surface,25'C, „ ,.: (1745 x 1150 x 1170mm) THE IDEAL SOLUTION FOR: 168h Pallet Weight 1435 lbs(651 kg) 2 See data sheet on rear for further 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 ® Rooftop arrays on Rooftop arrays on residential buildings commercial/industrial information. of this product.buildings Hanwha O CELLS America Inc. 300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA I TEL+1 949 748 59 96 1 EMAIL inquiry©us.q-cells.com I WEB www.q-cells.us Engineered in Germany Q CELLS I Sin le Phase Inverter Wit HD-Wave Technology for North America SE3000H-US / SE3800H-US / SE5000H-US / SE6000H-US/ Single Phase Inverter Z SE7600H-US / SE10000H-US / SE11400H-US OUTPUT W it h HD-Wave TechnologyRated AC Power Output 3000 3300 @ 208V 5000 5000 @ 208V 7600 10000 11400©240V VA 3300 @ 208V � 5000 @ 208V 10000 @ 28VMaximum AC Power Output 3000 3800 @ 240V 5000 608 @ 240V 7600 10000 11400 @ 240V VA for North America 3300 @ 208V 5000 @ 208V 10000 @ 208V AC Output Voltage Min.-Nom.-Max. � `211-240- SE3000H-US / SE3800H-US / SE5000H-US / SE6000H-US / „ ol AC Output Vtaoltage Min:Nom.-Max.(1 � Vac 8-SE7600H-US / SE10000H-US / SE1 1400H-US AC C3 req- enc29) Frequency(Nominal) 59.3 60 60.51'% Hz Maximum Continuous Output 12.5 16 21 25 32 42 47.5 A Maximum Continuous d b011r1 ` .,�M,,,, Maximum Conti Output _ 16 - 24 - - 48.5 A Current @208V GFDI Threshold 1 A Utility Monitoring,Islanding • solar3IT-.. O I Protection,Country Configurable Yes �•,,. Thresholds INPUT (� t Maximum DC Power @240V 4650 5900 7750 9300 J11800 15500 17650 W Maximum DC Power @208V - 5100 - 7750 - - 15500 W 0 . • I _ Transformer-less,Ungrounded Yes Maximum Input Voltage 480 VY1c .f�S I •f7/ , _ Nominal DC Input Voltage 380 400 Vdc Maximum Input Current @240V- 8.5 10.5 13.5 16.5 20 27 30.5 Adc • 4 Maximum Input Current @208Vx - 9 - 13.5 - - 27 Adc ■ .. Max.Input Short Circuit Current 45 Adc p Reverse-Polarity Protection Yes o y Ground-Fault Isolation Detection 600ko Sensitivity Maximum Inverter Efficiency 99 99.2 % CEC Weighted Efficiency 99 99 @ 240V % 98.5 @ 208V O e Nighttime Power Consumption <2.5 i W V ADDITIONAL FEATURES Supported Communication Interfaces RS485,Ethernet,ZigBee(optionaD,Cellular(optional) Revenue Grade Data,ANSI C12.20 Optional"' Rapid Shutdown-NEC 2014 and f Automatic Rapid Shutdown upon AC Grid Disconnect Optimized installation with HD-Wave technology 20'7 690.12 STANDARD COMPLIANCE Safety UL1741,UL1741 SA,UL1699B,CSA C22.2,Canadian AFCI according to T.I.L.M-07 Specifically designed to work with I Extremely small Grid Connection Standards 1EEE1547,Rule 21,Rule 14(HI) power optimizers Emissions FCC Part 15 Class B Record-breaking efficiency I Built-in module-level monitoring INSTALLATION SPECIFICATIONS AC Output Conduit Size/AWG 3/4 minimum/14-6 AWG 3/4°minimum/14-4 AWG Range / Fixed voltage inverter for longer strings I Outdoor and indoor installation DC Input Conduit Size/#of Strings/ 3/4'minimum/1-2 strings/14-6 AWG 3/4"minimum/1-3 strings/14-6 AWG AWG Range Dimensions with Safety Switch 17.7 x 14.6 x 6.8 /450 x 370 x 174 21.3 x14.6 x 7.3/540 x 370 x 185 In/ / Integrated arc fault protection and rapid shutdown for / Optional: Revenue grade data,ANSI C12.20 (HxWxD) I mm NEC 2014 and 2017, per article 690.11 and 690.12 Class 0.5 (0.5%accuracy) Weight with Safety Switch 22/10 25.1/11.4 26.2/11.9 38.8/17.6 lb/kg Noise <25 I <50 dBA / UL1741 SA certified,for CPUC Rule 21 grid Cooling Natural Convection compliance Operating Temperature Range -40 to+140/-25 to+6014(-40°F/-40'C option)% `F/'C Protection Rating NEMA 4X(Inverter with Safety Switch) For other regional settings please contact SolarEdge support s o I a r A higher current source may be used:the inverter will limit its input current to the values stated 'Revenue grade nverter P/N SExtaxH-JSOC'ONNC2 sola redge.eom ! For power de-racing information refer to:hxps://Wwwsolaredge.corrVsites/defautrfiles/se-temperature-derating-note-na.pdf r -40 version P/N'SExxxxH-US000NNU4 C SolarEdge Technologres,Inc.All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of solarEdge Technologies,inc.All Ro H S other trademarks mentioned herein are trademarks of their respective owners Date:12/2018N01/ENG NAM.Suhject to change withaR notice. I Power Optimizer For North America Power OptimizerP320/ P340 / P370 / P400 / P405 / P505 For North America • P320 / P340 / P370 / P400 / P405 / P505 rn INPUT Rated Input DC Power° 320 340 370 400 405 505 W Absolute Maximum Input Voltage 48 60 80 125¢ 83Gr Vdc (Vox at lowest temperature) MPPT Operating Range _ 8-48 _8-60 8-80 1 12.5-105 12.5-83 Vdc Maximum Short Circuit Current 11 10.1 14 Adc __ 0 (Isc) Maximum DC Input Current 13.75 12.63 17.5 Adc Maximum Efficiency Weighted Effciency 98.8-I ___ _________________________ 98.6 % Overvohage Category i II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 r 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per 1 t 0.1 Vdc Power Optimize STANDARD COMPLIANCE r'r'i EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 Safety IEC62109-1(class II safety),UL1741 RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System 1000 Vdc Voltage Compatible inverters All SolarEdge Single Phase and Three Phase inverters Dimensions(WxLxH) 129x153x27.5/5.1x6x1.1 129 x153 x33.5/ 129x159x49.5/ 129x162a59/ mm/in 5.1x6x1.3 5.1x6.3x1.9 5.1x6.4x2.3 Weight(including cables) 630/1,4 750/1.7 _ 845/1.9 1064/2.3 gr/lb Input Connector MC4c Output Wire Type/Connector Double Insulated;MC4 Output Wire Length 0.95/3.0 _1.2/3.9 m/ft Input Wire Length 0.16/0.52 m/ft Operating:emperature Range I -40-+8S/-40-+185 •C/'F PV power optimization at the module-level Protection:tat;ng IP68/NEMA6P Relative Humidity 0-100 % Rates STC power of the module.Module of up to+5%power tolerance allowed R NEC 2c77 requires max input voltage be not more than 80V Specifically designed to work with SolarEdge I Fast installation with a single bolt forother connectortypes please contact SolarEdge inverters I Next generation maintenance with module I Up to 25% more energy level monitoring P320,P340,P370, Minimum String Length P400 8 10 18 I Superior efficiency(99.5%) I Meets NEC requirements for arc fault (Power Optimizers) P405/P505 6 8 14 protection (AFCI) and Photovoltaic Rapid Maximum String Length 25 25 501, Mitigates all types of module mismatch losses, Shutdown System (PVRSS) (Power Opt;mizers) 5700(6000 with from manufacturing tolerance to partial Maximum Power per String SE7600-US-SE11400- 5250 6000w 12750w W shading I Module-level voltage shutdown for installer US) - Yes g Parallel Strings of Different Lengths and firefighter safety or Orientations Flexible system design for maximum space Fo'detated string sizing information refer to:httpV/www.solaredge.mm/sftes/default/filesfstrirg.02ing-na.pdf ft's not avowed to mix P405/P505 with P320/P340/P370/P400 in one string utilization ' A string with more than 30 optimizers does not meet NEC rapid shutdown requirements;safety voltage will be above the 30V requirement For 5514 4K05 15543.2KlJS:It is allowed to install up to 6,500W per string when 3 strings are connected to the inverter(3 strings per unit for 5E432KUS)and when the wri nuw power difference between the strings is up to 1,000W For SE30Ktls/SE333KUS/SE66.6KUS/SEt00KU5:It is allowed to install up to 15,000W per string when 3 strings are connected to the inverter(3 strings per unit for 5E66.6KU5/SE100KUS) and when the maximum power difference between the strings is up to 2,000W solarPdqP.cnm S 0 I a ii4, j_1u ! C WarndgeTerhrrotrgie0000Ahreinsmueen rksaf iE,thpctiveEwetoganeuio1 vIRNGan AM aretreetmdorg registered tdampksofSoaEdgeTechndoges,lc CE RoHS M other tradeniarlrs menuoried herein are tradernarla of ttreir respective owners.Dane 37/2r11PJVd1rrNG NAM.Subjectto change without notice y .� .. ... NNIRAC .. IRA� uU SFM INFINITY BETTER SOLAR STARTS HERE DESIGN GUIDELINES BETTER SOLAR STARTS HERE Take your business to the next level with SFM INFINITY, UNIRAC's rail-less PV mounting system for flush While you will see advantages simply from switching to SFM INFINITY, the following guidelines will help you mount installations on comp shingle and tile roofs. An advanced 3rd generation product platform in use to maximize its benefits. by top solar contractors nationwide, SFM INFINITY optimizes your operations on and off the roof, with approximately 40% less labor, 30% logistics savings, and 20% fewer roof attachments than traditional solar racking. Plus, 87% of homeowners prefer SFM INFINITY's aesthetics. DEFAULT TO LANDSCAPE ., roc roof attachments. __________ YEAH- MIX MODULE ORIENTATIONS � ' SFM shapes SFM UNIVERSAL COMPONENTS CONSULT THE QUICK TIPS VIDEOS -` ' FIT 32 - 40MM MODULES Ul�lRAC's videos to install SFM https://unirac.com/SFM-Infinity/- -S " - - - DESIGN IN U-BUILDER U-Builder. SFM roof attachments. create SUPERIOR PERFORMANCE EASY INSTALLATION HOMEOWNER PREFERRED https://design.unirac.com/ Enhance your business with two installs per day Pre-assembled components,20%fewer roof attachments, More than 4 out of 5 homeowners prefer SFM INFINITY'S and 30%less cost, and level array in seconds with post height adjustment, aesthetics over a leading rail brand. Report No. 102393982LAX-002 Page 2 of 107 Issued: 11-Apr-2016 Report No. 102393982LAX-002 Page 3 of 107 Issued: 11-Apr-2016 Unirac, Inc Revised:20-Mar-2019 Unirac, Inc Revised: 20-Mar-2019 2.0 Product Description 2.0 Product Description Model Similarity NA Photovoltaic Mounting System, Sun Frame Microrail- Installed Using Unirac Installation Guide, Product Rev PUB2019MAR01 with Annex North Row Extension Installation Guide Rev PUB2019FEB20 Fuse Rating: 30A Brand name Unirac Module Orientation: Portrait or Landscape The product covered by this report is the Sun Frame Micro Rail roof mounted Photovoltaic Maximum Module Size: 17.98 ft2 Rack Mounting System.This system is designed to provide bonding and grounding to UL2703 Design Load Rating: 33 PSF Downward, 33 PSF Upward, 10 PSF Down-Slope photovoltaic modules.The mounting system employs anodized or mill finish aluminum brackets Tested Loads-50 psf/2400Pa Downward, 50psf/2400Pa Uplift, 15psf/720Pa Down Slope that are roof mounted using the slider, outlined in section 4 of this report.There are no rails Trina TSM-255PD05.08 and Sunpower SPR-E20-327 used for Mechanical Loading within this product, whereas the 3" Micro Rail, Floating Splice, and 9"Attached Splice electrically bond the modules together forming the path to ground. Increased size ML test: Maximum Module Size: 22.3 ft2 The Micro Rails are installed onto the module frame by using a stainless steel bolt anodized UL2703 Design Load Rating: 113 PSF Downward, 50 PSF Upward, 30 PSF Down-Slope with black oxide with a stainless type 300 bonding pin,torqued to 20 ft-lbs, retaining the LG355S2W-A5 used for Mechanical Loading test. modules to the bracket.The bonding pin of the Micro Rail when bolted and torqued, penetrate Mounting configuration: Four mountings on each long side of panel with the longest span of Description the anodized coating of the photovoltaic module frame to contact the metal, creating a bonded 24" connection from module to module. UL2703 Design Load Rating: 46.9 PSF Downward,40 PSF Upward, 10 PSF Down-Slope Ratings LG395N2W-A5, LG360S2W-A5 and LG355S2W-A5 used for used for Mechanical Loading The grounding of the entire system is intended to be in accordance with the latest edition of the test. National Electrical Code, including NEC 250: Grounding and Bonding, and NEC 690: Solar Mounting configuration: Six mountings for two modules used with the maximum span of Photovoltaic Systems.Any local electrical codes must be adhered in addition to the 74,5" national electrical codes.The Grounding Lug is secured to the photovoltaic module, torqued in accordance with the installation manual provided in this document. Fire Class Resistance Rating: -Class A for Steep Slope Applications when using Type 1 Modules. Can be installed at any Other optional grounding includes the use of the Enphase UL2703 certified grounding system, interstitial gap. Installations must include Trim Rail. which requires a minimum of 2 micro-inverters mounted to the same rail, and using the same -Class A for Steep Slope Applications when using Type 2 Modules. Can be installed at any engage cable. interstitial gap. Installations must include Trim Rail. Models Unirac SFM -Class A Fire Rated for Low Slope applications with Type 1 or 2 listed photovoltaic modules. This system was evaluated with a 5"gap between the bottom of the module and the roof's surface See section 7.0 illustraction#9 and la for a complete list of PV modules evaluated with these racking systems Other Ratings NA ED 16.3.15(20-Apr-17)Mandatory ED 16.3.15(20-Apr-17)Mandatory Intertek AUTHORIZATION TO MARK Total Quality.Assured. This authorizes the application of the Certification Mark(s) shown below to the models described in the Product(s) Covered section when made in accordance with the conditions set forth in the Certification Agreement and Listing Report. This authorization also applies to multiple listee model(s) identified on the correlation page of the Listing Report. This document is the property of Intertek Testing Services and is not transferable. The certification mark(s) may be applied only at the location of the Party Authorized To Apply Mark. Applicant: Unirac, Inc Manufacturer: Cixi Emeka Aluminum Co. Ltd 1411 Broadway Blvd NE No. 688 ChaoSheng Road Address: Address: Cixi City Albuquerque, NM 87102 Zhejiang Province 315311 Country: USA Country: China Klaus Nicolaedis Jia Liu Contact: Tom Young Contact: Robin Luo 505-462-2190 +86-15267030962 Phone: 505-843-1418 Phone: +86-13621785753 FAX: NA FAX: NA klaus.nicolaedis@unirac.com Email: toddg@unirac.com Email: jia.liu@cxymj.com buwan.luo@cxymj.com Party Authorized To Apply Mark: Same as Manufacturer Report Issuing Office: Lake Forest, CA U.S.A. Control Number: 5003705 Authorized by: for Dean Davidson, Certificati onager cM us LISTED Intertek This document supersedes all previous Authorizations to Mark for the noted Report Number. This Authorization to Mark is for the exclusive use of Intertek's Client and is provided pursuant to the Certification agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Authorization to Mark.Only the Client is authorized to permit copying or distribution of this Authorization to Mark and then only in its entirety.Use of Intertek's Certification mark is restricted to the conditions laid out in the agreement and in this Authorization to Mark.Any further use of the Intertek name for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek.Initial Factory Assessments and Follow up Services are for the purpose of assuring appropriate usage of the Certification mark in accordance with the agreement,they are not for the purposes of production quality control and do not relieve the Client of their obligations in this respect. Intertek Testing Services NA Inc. 545 East Algonquin Road, Arlington Heights, IL 60005 Telephone 800-345-3851 or 847-439-5667 Fax 312-283-1672 Standard(s): Mounting Systems, Mounting Devices, Clamping/Retention Devices, and Ground Lugs for Use with Flat- Plate Photovoltaic Modules and Panels [UL 2703: 2015 Ed.1] Photovoltaic Mounting System, Sun Frame Microrail - Installed Using Unirac Installation Guide, Rev Product: PUB2019MAR01 with Annex North Row Extension Installation Guide Rev PUB2019FEB20 Brand Name: Unirac Models: Unirac SFM ATM for Report 102393982LAX-002 Page 1 of 1 ATM Issued: 9-Apr-2019 ED 16.3.15(20-Apr-17)Mandatory US 1t ?rt .? Address:Intertek 3933 NY 1 nt rte k Address: Cla 3933 13 1Iri5 fin/ Cortland NY 13045 Cortland NY 13045 Total Quality,Assured. Telephone: 607-758-6516 Total Quality.Assured. Telephone: 607-758-6516 www.inteitek.com www.intertek.com o SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/SE7600A-US/SE10000A-US/ SE11400A-US/SE3000H-US/SE3800H-US/SE5000H-US/SE6000H-US/SE7600H-US/ Subject: ETL Evaluation of SolarEdge Products to NEC 2017 Rapid Shutdown Requirements SE10000H-US/SE11400H-US when the following label is labeled on the side of the inverter: To,whom it may concern IarI i This letter represents the testing results of the below listed products to the requirements contained in _ the following standards: PHOTOVOLTAIC RAPID National Electric Code,2017,Section 690.12 requirement for rapid shutdown. SHUTDOWN SYSTEM UL 1741, UL 1741 CRD for rapid shutdown The evaluation was done on the PV Rapid Shutdown System (PVRSS),and covers installations consisting Inverter part number may be followed by a suffix of optimizers and inverters with part numbers listed below. The testing done has verified that controlled conductors are limited to: • 3-ph Inverters: o SE9KUS/SE10KUS/SE14.4KUS/SE20KUS/SE30KUS/SE33.3KUS/SE43.2KUS/ • Not more than 30 volts and 240 voltamperes within 30 seconds of rapid shutdown initiation SE66.6KUS/SE100KUS;when the following label is labeled on the side of the inverter: outside the array. • Not more than 80 volts and 240 voltamperes within 30 seconds of rapid shutdown initiation S Iara s inside the array. { The rapid shutdown initiation is performed by either disconnecting the AC feed to the inverter,or—if PHOTOVOLTAIC RAPID the inverter DC Safety switch is readily accessible—by turning off the DC Safety switch. SHUTDOWN SYSTEM Applicable products: Inverter part number may be followed by a suffix • Power optimizers: o PB followed by 001 to 350;followed by AOB or-TEl. If there are any questions regarding the results contained in this report,or any of the other services OP followed by 001 to 500;followed by-LV,-MV,-IV or-EV. offered by Intertek, please do not hesitate to contact the undersigned. P followed by 001 to 850. SP followed by 001 to 350. *When optimizers are connected to 2 or more modules in series,the max input voltage may exceed 80V. Following the implementation of the NEC 2017 rapid shutdown value of 80V max inside of the array at the beginning of 2019, modules exceeding this combined input max voltage will be required to use optimizers with parallel inputs. • 1-ph Inverters: This information is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client. This information is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party, Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party, other than to the Client in accordance with the agreement,for any loss,expense,or damage occasioned by the use of this information, other than to the Client in accordance with the agreement,for any loss,expense,or damage occasioned by the use of this information. Any observations and results in this report are relevant only to the sample evaluated. Only the Client is authorized to copy and Any observations and results in this report are relevant only to the sample evaluated. Only the Client is authorized to copy and distribute this information and only then in its entirety. distribute this information and only then in its entirety. ©2018 Intertek ©2018 Intertek Version:8-September-2016 Page 1 of 3 GFT-OP-10a Version:8-September-2016 Page 2 of 3 GFT-OP-10a Cert'ifi-cate cate TUV Rheinland PTL Certificate no. - - US 82160015 01 License Holder: Manufacturing Plant: Unirac Inc. Unirac Inc . 1411 Broadway NE 1411 Broadway NE Albuquerque NM 87102 Albuquerque NM 87102 USA USA Test report no.: USA- 31440029 005 Client Reference: Tom Young Tested to: UL 2703 : 2015 Certified Product: Module Rack Mounting System License Fee-Units Model Designation: SolarMount (SM) 7 Max System Voltage of PV Module : 1000 VDC Max Size of PV Module : 20 . 8 sq. ft . surface area Max Overcurrent Protection Rating of PV Module : 30 A when using the qualified grounding lugs ; 20 A when using the Enphase micro inverter EGC. Fire Rating : Class A when installed with Type 1, Type 2, Type3, or Type 10 fire rated modules . (continued) Appendix : 1, 1-5 Licensed Test mark: Date of Issue (day/mo/yr) 27/07/2016 TUVRheinland U5 TUV Rheinland PTL,LLC,1107 W Fairmont Drive,Building A,Tempe,Arizona 85282,Tel(480)966-1700,Fax(775)314-6458 P7I structural ENGINEERS June 10, 2019 THIS ITEM HAS BEEN ELECTRONICALLY UniRac SIGNED AND SEALED BY PAUL K. ZACHER, 1411 Broadway Boulevard NE PE ON 6/10/2019 USING A SHA-1 AUTHENTICATION CODE. Albuquerque New Mexico 87102-1545 TEL: (505) 242-6411 PRINTED COPIES OF THIS DOCUMENT ARE FAX: (505) 242-6412 NOT CONSIDERED SIGNED AND SEALED AND THE SHA-1 AUTHENTICATION CODE Attn.: Engineering Department, MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Re: Engineering Certification for UniRac's SunFrame Microrail Design & Engineering Guide PZSE, Inc.-Structural Engineers has reviewed UniRac's "SunFrame Microrail Design & Engineering Guide" and specifically the Analytical Method — ASCE 7-10, and Pressure Tables for Flush Mounted Roof Systems. This certification excludes connections to building structures and the effects on building structure components. All information, data and analysis contained within the Installation Manual are based on, and comply with the following: 1. 2015 International Building Code, by International Code Council, Inc., 2015 2. 2017 Florida Building Code, 6th Edition 3. ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures 4. 2015 Aluminum Design Manual. by The Aluminum Association, 2015 5. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic PV Panels, effective June 2012 by ICC-ES This letter certifies that the structural calculations contained within UniRac's "SunFrame Microrail Design & Engineering Guide" are in compliance with the above Codes. If you have any questions on the above, do not hesitate to call. ��� K ZgCx!i,,�i Sincerely, Ill * 0. 73522 O2/2 .o ** FC OP* **�`ci• Paul Zacher, SE - President ''�,�FSS**ORI***,►��``��`� "R/','j,1 06/10/2019 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961 .3960 916.961 .3965 www.pzse.com