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J o City of Zephyrhills E&Rml ER F oowN k7 5335 Eighth Street } �Yt Zephyrhills, FL 33542 ELCMISC-00108�42020 Phone: (813)780-0020 Issue Date: 11/3012020 Fax: (813)780-0021 Permit Type: Electric Service Replacement/Misc Property Numbe Hiiii:11FRUNIM11=111111Street Address 12 26 21 002A 01300 0040 15625 23Rd Street Owner Information Permit Information Contractor Information Name: MARGIE TRUDEAU Permit Type:Electric Service Replacement/M Contractor: FREEDOM FOREVER Class of Work:Add/Alter Residential FLORIDA LLC Address: 5625 23Rd St Building Valuation:$0.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$22,620.00 Phone: (941)315-1504 Mechanical Valuation: Plumbing Valuation: Total Valuation:$22,620.00 Total Fees:$229.65 Amount Paid:$229.65 Date Paid:11/30/2020 11:41:59AM Project Description INSTALLATION ROOF MOUNT SOLAR PV PANEL Application Fees Electrical Permit Fee $153.10 Electrical Plan Review Fee $76.55 REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner:Your failure to record a notice of commencement may result in your paying twice for improvements to your property.If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION 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 11/13/20 Phone Contact for Permitting (941 ) 315 _ 1504 aaaaIaa[ aaaa[ Margie Trudeau Owner's Name Owner Phone Number Owner's Address 5625 23RD ST ZEPHYRHILLS,FL 33542 Owner Phone Number 9413151504 Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 5625 23RD ST ZEPHYRHILLS,FL 33542 LOT# SUBDIVISION Zephyrhills Colony Co Lands PARCEL ID# 12-26-21-002A-01300-0040 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B x NEW CONSTR e ADD/ALT = SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR = COMM = OTHER TYPE OF CONSTRUCTION BLOCK = FRAME = STEEL = DESCRIPTION OF WORK Installation of pv solar panels on rooftop BUILDING SIZE SQ FOOTAGE HEIGHT TTCtC CCCCCCC CTCS-CC'C>f�><C-C>t'C'C�a-C��a-i-� BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ 22620 AMP SERVICEJ� = PROGRESSENERGY = W.R.E.C. =PLUMBING $ U eq 'j �,/1_I =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATIt9N Z_ Off/^(/T J �� =GAS = ROOFING Q SPECIALTY = OTHER= `SI FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA YES NO �/� /✓`/'�� BUILDER COMPANY Freedom Forever SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address 2619 Consufate Dr ste800 Orland 32819 1 License# I EC13008056 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN I Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# [!I[[[![/IIIIIli111[[![ It!!!!I![I[![ I![Il[!!![[!• I[!!![!llil[! II[I!t 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 dumpster;Site Work Permit for subdivisions/large 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,Slormwater 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. 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(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs 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 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 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, Wetiand 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 OWNE YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR I VEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH Y FORE RECQRDING YOUR C F COMMENCEMENT, FLORIDA JURAT(F.S.117.0 ) WI OWNER OR AGENT CONTRACTOR Subscribe a d sworn or a i e before a this Sub ibe �yd sworn t of e e,,thi��� (�l by Q�/ by / 11L{—,e Whd is/are—person known to me or hasRrave produced Who is/are pe o Ilyk own to me or as/have produ ed as identification. as identification. q� Notary Public Notary Public Commission No. J�/�U� Commission No. 0 l 5'}�! Name of Notary typed,printed pr 9tamped Name of Notary typed,printed or starriPeir `,o�PPYP�B, KRISTIN WIGGINS : "Y ;Notary Public State of Florida `�1pRYYVBi� KRISTIN WIGGINS Commission # HH 50107 ° -_Notary Public-State of Florida "� Commission # HH 50107 p c My Commission Expires =N ._ �''� OiP`O�`� October 04, 2024 '-�for���° My Commission Expires �arru�� 4/moO October 04, 2024 INSTR#2020193156 OR BK 10215 PG 3958 Page 1 of 1 11/16/2020 10:10 AM Rcpt:2226837 Rec:10.00 IDS:0.00 IT:0.00 Nikki Alvar owl es-F__ac Pasco County Clerk&Comptroller THIS INSTRUMENT PREPARED BY: Name: FREEDOM FOREVER FL LLC Address: 2619 CONSULATE DRIVE SUITE 800 ORLAN00 FL 32819 NOTICE OF COMMENCEMENT Permit Number. TBD Parcel ID Number: M-2.6- 21-0oz*- 01300 -O040 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 descd do of the property and street aadpress if available) 1 &4-t- ►mf ' Sw I Property Ad s: a5 3 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: MA!3tt TMA44,,A. ' Interest in property: OWNERS)Mailing Address: Self; 23 ;Ff. ZQ�f�t.F(i,ri da.33 547- 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: N/A 6. LENDER:Name:N/A Phone Number. NIA Address: N/A Ii 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: Gt ��''L'— Phone Number j --9 �Address: o� —3 �Z I 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: l 9. Expiration Date of Notice of Commencement(The expiration is 1 year from date of recording unless a different date is specified) f I 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 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. (Signature er or Le ,or Owner's or Lessee's ' Print Name and Provid Signatory's Title/Office) r OLficer/DirertodPartner/Manager) PP(SC10 State of 1 nlr J'A- Countyof' The tore oing Instrument was acknowledged beforp me by means of I ]physical presence or[ ]online notarization,this day of Iff 202&by lit All(A _(name of person acknowledging),who is I ]personally known to me;or 4Q has produced nL as identification. ,,,;''V" ANTONI C LOVIGLIO signature Notary u lic Notary Public-State of Florida ■ 95 Commission#HH 28781 My Commission Expires AuSuS105,2024 STATE OF FLORIDA,COUNTY OF PASCC+ �'e'� � c,, .:T• ,• THIS IS TO CERTIFY THAT THE FOREGOING IS A ; TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE , WITNESS MY HAND AND OFFICIAL SEAL THIS DAY OF N 6 v 2 O20 / \, NI KKI A R Z �� ES, CLERK &�COMPTROLLER , DEPUTY CLERK � OFC�F��� freedom O R E V E R Issued: 09/09/2020 Expiration: 12/31/2020 EIN: 32-0532753 License Number: EC13008056 To Whom It iilllay Concern: I, Greg Albright, as license holder and President hereby authorize Jose Gomez to sign, submit, and obtain building permit applications, obtain business licenses and/or registrations, and perform all other duties and tasks necessary to accomplish the said purpose with the local jurisdiction as a representative of Freedom Forever Florida, LLC and myself. Should you have any questions, please contact me at your convenience. Thank you, ```4PQY PUB� KASEY TAYLOR " ;State of Florida-Notary Public Commission#GG 149323 ' M Commission Expires '9jFOff��P` y October 08,2021 Greg Albright President, Freedom Forever Florida, LLC I 43445 Business Park Dr., Ste 110 State of 'lam County of Cunm Temecula, CA 92590 The foregoing instrument was acknowl dged before me 951-319-4975 this 4� day of , 20�. by licensesp_freedomforever.com Notary Public My Commission Expir / 2 q- �1.888.557.6431 Q www.freedomforever.com 043445 Business Park Drive Suite 110,Temecula,CA 92590 freedom F O R E V E R Issued: 09/09/2020 Expiration: 12/31/2020 EIN: 32-0532753 License Number: EC13008056 To Whom It May Concern: I, Greg Albright, as license holder and President hereby authorize Kristin Wiggins to sign, submit, and obtain building permit applications, obtain business licenses and/or registrations, and perform all other duties and tasks necessary to accomplish the said purpose with the local jurisdiction as a representative of Freedom Forever Florida, LLC and myself. Should you have any questions, please contact me at your convenience. Thank you, SpPPVB KASEY TAYLOR <, State of Florida-Notary Public *_ Commission#GG 149323 P My Commission Expires __U U, October 08,2021 nn Greg Albright President, Freedom Forever Florida, LLC State of L County ofnrcuim_j 43445 Business Park Dr., Ste 110 The foregoing instrument was acknowl dged before me Temecula, CA 92590 this ZJ? day of��./fit _, 20 '7-,D . by re 951-319-4975 Notary Public licenses(a�freedomforever.com My Commisslo cpires I(}j0 b, 2�Z� 1.888.557.6431 Q www.freedomforever.com 43445 Business Park Drive Suite 110,Temecula,CA 92590 c ' Current Renewa les Engineering 10/29/2020 Freedom Forever LLC 43445 Business Park Dr Suite 110 Temecula, CA 92590 Attn.:To Whom It May Concern re job: Trudeau, Margie 5625 23RD ST, ZEPHYRHILLS, FL, 33542 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 * ; No. 86008 ; Current Renewables Engineering Inc. Professional Engineer — .p STATE OF .•:�Qz-; info@currentrenewableseng.com %��,1�• 'c�0 R IOP•: Exp. 02/28/2021 1960 Chicago Ave,Suite D15, Riverside,CA 92507 www.currentrenewableseng.com i 951.254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE Date :10/29/2020 Current Job Code:Trudeau, Margie n Renewables 2 of 6 Engineering R6of Properties: Roof 1 Roof Type= Shingle Roof Pitch (deg)= 10 Mean Roof Height(ft)= 13 Attachment Trib Width (ft) = 2.75 Attachment Spacing(ft) = 4 Framing Type= Rafter Framing Size= 2x10 Framing OC Spacing(in.)= 24 Section Thickness, b(in.) = 1.5 Section Depth, d (in.) = 9.25 Section Modulus,Sx(in.A3) = 21.4 Moment of Inertia, Ix(in.A4)= 98.9 Framing Span (ft)= 24 Deflection Limit D+L(in.)= 4.8 Deflection Limit S or W(in.)= 3.20 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 CLs= 1.00 CM=Ct=CL=C;= 1.0 CF= 1.1 Cf.= 1.00 Cr= 1.15 F'b_wind (psi) = 1822 F'b_snow(psi)= 1309 F'v_wind (psi)= 288 F'v_snow(psi)= 207 M_a[Iowa ble_wind (Ib-ft) = 3247 M_allowable_snow(Ib-ft)= 2334 V_al Iowa ble_wind (Ibs) = 2664 V_aI Iowa ble_snow(Ibs) = 1915 1960 Chicago Ave,Suite D15, Riverside,CA 92507 www.currentrene\,vableseng.com I 951.254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE Date :10/29/2020 ®Current Job Code:Trudeau, Margie tl Renewables 3 of 6 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)= 1.6 Misc.Additional Weight(psf)= 1.0 Existing Dead Load (psf) = 7.6 Total Dead Load (psf)= 10.6 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= 0.85 Velocity Pressure, qz(psf)= 38.8 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) = -33.0 Design Pressure Up, p_2 (psf) = -60.2 Design Pressure Up, p_3 (psf) = -95.2 Design Pressure Down, p (psf)= 17.5 Hardware Checks: Las Screw Checks: Roof 1 Ref.Widthrawal Value,W(lb/in)= 266 (CM=Ct=Ceg= 1.0) CI)= 1.6 Adjusted Widthrawal Value,W' (Ib/in)= 426 Lag Penetration, p (in.)= 2.5 Allowable Widthrawal Force, W'p (Ibs)= 1064 Applied Uplift Force (Ibs) = -198 Uplift DCR= 0.19 1960 Chicago Ave,Suite D15,Riverside,CA 92507 www.currentrenewableseng.com 1 951.254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE Date :10/29/2020 Current Job Code:Trudeau, Margie l� enewables 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)= 6 Angle of Resultant Force, ac(deg)= 88 ,djusted Interaction Lateral Value,Z',(Ibs)= 1061 Lateral DCR= 0.01 Roof Framing Checks: Force Checks: Roof 1 LC1: D+S Applied Moment(lb-ft) = 1525 Applied Shear(Ibs) = 254 Allowable Moment(lb-ft)= 2334 Allowable Shear(Ibs) = 1915 Moment DCR= 0.65 Shear DCR= 0.13 LC2: D+0.6W Applied Moment(lb-ft)= 3035 Applied Shear(Ibs)= 506 Allowable Moment(lb-ft)= 3247 Allowable Shear(lbs)= 2664 Moment DCR= 0.93 Shear DCR= 0.19 LC3: D+0.75(S+0.6W) Applied Moment(lb-ft)= 2657 Applied Shear(Ibs) = 443 Allowable Moment(lb-ft) = 3247 Allowable Shear(Ibs)= 2664 Moment DCR= 0.82 Shear DCR= 0.17 LC4: 0.6 D+0.6 W Applied Moment(lb-ft)= 1937 Applied Shear(Ibs) = 323 Allowable Moment(lb-ft)= 3247 Allowable Shear(Ibs) = 2664 Moment DCR= 0.60 Shear DCR= 0.12 1960 Chicago Ave, Suite D15, Riverside, CA 92507 ww,r.currentrenewableseng.com 1 951,254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE ^ ` Dote :1D/29/2D2O Current Job Code:Tmdea4Margie Renewables 5of6 Engineering ' ����y����������� ��^ '^~~~' ' '�� Deflection Checks(Service Level): Roof LCl: D+L Deflection(in]= 1.50 Deflection Limit(in.)= 4.8 Deflection D[R= 0,31 LC2:S Deflection(in.)= 0.00 Deflection Limit(in.)= 3.20 Defection D[R= 0.00 LCIVV(Doovn) Deflection (in.)= 0.68 Deflection Limit(in.)= 3.20 Deflection DCR= 0.22 L[4:VV (Up) Deflection (in.)= -1.31 Deflection Limit(in.)= I20 Deflection DCR= 0.41 Seismic Check: Existing Weight: Wall Weight(psf) = 17 Tributary Wall Area(*)= 1000 Total Wall Weight(|bs) = I7000 Roof Weight(psD= O Roof Area (ft ) a = 2400 Total Roof Weight(|bs)= 18216 Total Existing Weight(|hy)= 35216 Additional PV Weight: PV Panel Weight(|bs)= 54 Number of Panels= 40 Total Additional PN Weight(lbo)= 2178 Weight Increase: (Existing VV+Additional VV)/(ExistingVV) = 106% The increase in weight as a result mf the solar system is less than 10%of the existing structure and therefore no further seismic analysis isrequired. 19Bn Chicago Ave,Suite ozs' Riverside, [Ayzso7 www.cur,entrenevvab|esenozam | 951.254.5655 INTEGRITY | PROFESSIONALISM I CUSTOMER EXPERIENCE l Date :10/29/2020 Current Job Code:Trudeau, Margie newabl 5 6 of 6 jjff��=lljj Engineering Limits of Scoop 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.currentrenetivableseng.com 1 951.254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE Current Renewa les Engineering 10/29/2020 Freedom Forever LLC,43445 Business Park Dr Suite 110,Temecula, CA 92590 Subject:Structural Certification for Installation of Residential Solar re job: Trudeau, Margie, 5625 23RD ST„ZEPHYRHILLS, FL,33542 Attn.:To Whom It May Concern A field observation was performed to document the existing framing of the above mentioned address. From the field observation,the existing roof structure was observed as: ROOF 1: Shingle roofing supported by 2x10 Rafter @ 24 in. OC spacing.The roof is sloped at approximately 10 degrees and has a max beam span of 24 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 After review of the field observation report and based on our structural capacity calculations in accordance with applicable building codes,the existing roof framing supporting the proposed solar panel layout has been determined to be: ROOF 1: adequate to support the imposed loads.Therefore, no structural upgrades are required. Current Renewables Engineering Inc. Professional Engineer � PSN info@currentrenewableseng.com �.� % ,.. • .. P.•OC.EN SE;•.'S' * No. 86008 *s �11 .p:• STA< TE OF Y Q�- �FSS10NA1- ''I,,111 I I I I 1 1 00 Exp. 02/28/2021 1960 Chicago Ave,Suite D15,Riverside,CA 92507 www.currentrenewableseng.com I 951.254.5655 INTEGRITY I PROFESSIONALISM 1 CUSTOMER EXPERIENCE C A INA Current NPRenewables Engineering I Arash Zandieh ,the Engineer of Record for the project located at .5625 23RD ST,ZEPHYRHILLS, FL, 33542)request 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. I am aware under normal circumstances;CITY OF .ZEPHYRHILLS) 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:Arash Zandieh 11/03/2020' Engineer's Address: 1960 Chicago Ave, Suite D15, Riverside, CA 92507 Engineer's Phone Number: 901.692.0431 Engineer's Email Address: info@currentrenewableseng.com � �,SH ZAN�/F'''' •��C•E•N SF••y �''; No. 86008 ; �r .p STATE OF •�; ,Fs3/10NA\-��`'���,. 0111I1l11110 Exp. 02/28/2021 1960 Chicago Ave,Suite D15,Riverside,CA 92507 www.currentrenewableseng.com I 951.254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE Current Renewables Engineering I Methode Maniraguha ,the Engineer of Record for the project located at ,5625 23RD ST,ZEPHYRHILLS, FL, 33542,Irequest 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. I am aware under normal circumstances;CITY OF ZEPHYRHILLS' 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 11/0jn2 Engineer's Address: 1960 Chicago Ave, Suite D15, Riverside, CA 92507 Engineer's Phone Number: 951.254.5655 Engineer's Email Address: methode@currentrenewableseng.com N0.85003 t(•�y i p_ c ••.,.STATE.. OF O RIDP.'�j��� is'y'01A/11111111%k0k Thl Rem has been e,ecbomcally sgned and eased by nteuoaa ll—rag—using a 0;9.1 Signal—and Date.Pdnled coplas W Nis docdmem are.1.n dar.d s gned and Idled snd Ne sgna must De vermed on any e'ectronlc cop_ure 1960 Chicago Ave,Suite D15, Riverside,CA 92507 www.currentrenewableseng.com I 951.254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE Current Renewables Engineering o att tar t , 202 Attn: To Whom It May Concern, Project Name: Trudeau, Margie: -62, 2, •d t 0 � rliiil�ls Installation of .60o W fDC Rooftop Solar PV System Inverter: Utility Interactive Inverter: :�lar d ,e Si: o0 oH-US�RGti Interconnection: Load Side Connection per NEC 2017 705.12(B)(2)(3)(b): 60 t 1'ea _ 'y t 11 t t ai t aljle 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, \ � x\\0 ..MNN.��%,,, Digitally signed sE•...c� ; A..` No.85003 •'•':y➢= by Methode �-Prepared by: t _ p-.,.� ManiraguhaTATE OF (V Current Renewables Engineering Inc. /isSONAL EaG��` Date: !!lIIIIII�Exvanea 1 Riverside CA This item has been ale chemicallysigned and 2020.11 .13 seated by Ll.thode Mantragulia using a Digital Signatdocument and not e-Pimled copies whsldmed signed ftn�s 10.00:11 08'00' document are not nalu r u signed and Projects@currentrenewableseng.com sealed and ccopieat°amp`be.e fie°°^ any alectrom°°°plan. 196o Chicago Ave, Suite I715, Riverside, CA 92507 www.currentrenewableseng.com I951.254.5655 INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE PHOTOVOLTAIC SYSTEM I l/i/I'/ N PV SYSTEM SUMMARY: 11 .600 KW CITY NOTES: �' No.85003 THIS PROJECT COMPLIES WITH THE FOLLOWING: ROOF MOUNT RESIDENTIAL PHOTOVOLTAIC SYSTEM _ *; / * it 2017 6TH EDITION FLORIDA BUILDING CODE: BUILDING SYSTEM SIZE(DC) STC:40 X 290.00= 11600W DC 2017 6TH EDITION FLORIDA BUILDING CODE: RESIDENTIAL - ': i O _STATE OF PTC: 40 X 267.90= 10716.00W DC 2017 6TH EDITION FLORIDA BUILDING CODE: MECHANICAL ��i '� 'cCOR1D?• ����� 2017 6TH EDITION FLORIDA BUILDING CODE: PLUMBING SYSTEM SIZE(CEC-AC) : 10000W @ 240VAC 2017 6TH EDITION FLORIDA BUILDING CODE: FUEL GAS 2017 6TH EDITION FLORIDA BUILDING CODE: ENERGY CONSERVATION ss ONI���L. �exau`zsr2ox� MODULES 40 X REC SOLAR: REC290TP2-BLK 2017 6TH EDITION FLORIDA BUILDING CODE: EXISTING BUILDING This item has been electronically signed and OPTIMIZERS 40 X SOLAR EDGE: P340 2017 6TH EDITION FLORIDA BUILDING CODE:ACCESSIBILITY sealed by Methode Maniraguha using a Digital INVERTER SOLAREDGE: SE10000H-USRGM [S11] 2014 NATIONAL ELECTRIC CODE(NEC) Signature and Date.Printed copies of this AS ADOPTED BY CITY OF ZEPHYRHILLS document are not considered signed and sealed and the signature must be verified on ROOF ROLLED COMPOSITION CONDUIT AND CONDUCTOR SPECIFICATIONS ARE BASED ON MINIMUM any electronic copies. TILT 10° PITCH CODE REQUIREMENTS AND ARE NOT MEANT TO LIMIT UP-SIZING AS REQUIRED BY FIELD CONDITIONS. AZIMUTH 180° RAFTER/TRUSS SIZE : 2"X10" RAFTERS @ 24"O.C. ALL SOLAR ENERGY SYSTEM EQUIPMENT SHALL BE SCREENED TO THE SITE LOCATION: CHEMLINK: CHEM CURB WITH UNIRAC SM LIGHT MAXIMUM EXTENT POSSIBLE. - - ATTACHMENT TYPE RAIL MAIN SERVICE PANEL NEW 225 AMPS MSP WITH 200 AMPS MAIN BREAKER INSTALLATION NOTES: 8th Ave ON END FEED INTERCONNECTION PV BREAKER IN MSP • PV WIRE SHALL BE USED ON DC RUNS FOR UNGROUNDED/TRANSFORMERLESS INVERTERS. - OCPD RATING 60 AMPS • INSTALL CREW TO VERIFY ROOF STRUCTURE PRIOR TO COMMENCING WORK. • EMT CONDUIT ATTACHED TO THE ROOF USING CONDUIT MOUNTS 252r.3:. :, UTILITY : DUKE ENERGY • DIG ALERT(811)TO BE CONTACTED AND COMPLIANCE WITH EXCAVATION SAFETY PRIOR TO ANY EXCAVATION TAKING PLACE '• 24th SS TABLE OF CONTENTS SITE LOCATION PV-1 SITE LOCATION AND HOUSE AERIAL VIEW HOUSE AERIAL VIEW: PV-2 SITE PLAN ALL WORK SHALL COMPLY WITH PREVAILING f3 CODES FLORIDA BUILDING CODE, PV-2A ROOF PLAN WITH MODULES LAYOUT NATIONAL ELECTRIC CODE, PV-3 ROOF MOUNTING DETAILS AND THE CITY OF ZEPHYRHILLS ORDINANCES PV-4 ELECTRICAL LINE DIAGRAM PV-5 EXISTING SERVICE PANEL � ,��` PV-6 NOTES AND EQUIPMENT LIST REVIEW DA- `r,.. 0V 2 4 PV-7 LABELS p N EF OF PV-8 OPTIMIZER CHART EXAMINEE PV-9 SAFETY PLAN - \_ PV-10 SAFETY PLAN (CONT.) MODULE LOCATION Electrical Contractor No: CLIENT: REVISIONS: TITLE: SHEET: DATE: 10/28/20 TRUDEAU, MARGIE DESCRIPTION DATE REVISION • freedom EC13008056 DESIGN SITE LOCATION AND FOREVER GREG ALBRIGHT 5625 23RD ST, GREG Br:FREEDOM FOREVER FLORIDA LLC ` ZEPHYRHILLS, FL, 33542 HOUSE AERIAL VIEW PV-1 2619 Consulate Dr Suite 800,Orlando,FL 32819 1 .',L"4 k (813)992-2668 F065421 Tel:(800)385-1075 / JOB NO.: ROOF AREA : '680 SQ FT \\t\t W Il// ,,/ MAN,�i No.85003 * * FENCE/GATE (N)MAIN SERVICE PANEL = ,? :' , i o •-\--S'TATE OF 179-4" III EXV:2/2812021 — This item has been electronically signed and sealed by Methode Maniraguha using a Digital Signature and Date.Printed copies of this document are not considered signed and i sealed and the signature must be verified on 21 -2" I I any electronic copies LTI I I I I O 1 II I INS AC MS I H LILIII I f 28 I ! 73'-4,, I I I IV 95'-5" - L1 - I C DRIVEWAY I L ROOF LINE PROPERTY LINE (N)40 REC SOLAR: REC290TP2-BLK SITE PLAN SCALE:0.004884 Electrical Contractor No: CLIENT: REVISIONS: I TITLE: SHEET: DATE: 10/28/20 freedom EC13008056 TRUDEAU, MARGIE DESCRIPTION DATE REVISION DESIGN r 0 R E v E R GREG ALBRIGHT 5625 23RD ST, BY: GREG SITE PLAN FREEDOM FOREVER FLORIDA LLC ZEPHYRHILLS, FL, 33542 PV-2 2619 Consulate Dr Suite 800,Orlando,FL 32819 i- (813)992-2668 F065421 Tel:(800)385-1075 /�' JOB NO.: ROOF AREA: 1680 SQ FT 1 ROOF AREA STATEMENT MODULES ARRAY SYSTEM i ATTACHMENT ��►►ttltltHi�� PROOF Qom, PITCH AZIMUTH ROOF AREA ARRAY AREA COVERAGE% WEIGHT DI ED POINT-LOAD ��'%,� 1 40 100 180° 1685 SQ FT 718.80 SQ FT 42.79% 2.50 PSF 19.15 LBS F * i No. 86008 ; INV AC MSP ;.per;• SATE OF ::��` �',�.�`• 0R1�P•�•����. ►ttlllt► JB - Exp. 02/28/2021 (N)40 REC SOLAR: REC290TP2-BLK LEGEND: OBSTRUCTION 0 PIPE VENT MODULES CONDUIT SETBACK Ac AC DISCONNECT MSP MSP JE3 JUNCTION BOX INv 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 WITH MODULES LAYOUT i 3. JUNCTION BOX IS MOUNTED TO 1 THE RAIL. SCALE: 1/8"=1'-0" '. Electrical Contractor No: CLIENT: REVISIONS: TITLE: SHEET: DATE: 10/28/20 EC13008056 freedom TRUDEAU, MARGIE DESCRIPTION DATE REVISION DESIGN ROOF PLAN WITH GREGALBRIGHT 5625 23RD ST, BY: GREG PV-2A FREEDOM FOREVER FLORIDA LLC ZEPHYRHILLS, FL, 33542 MODULES LAYOUT 2619 Consulate Dr Suite 800,Orlando,FL 32819 1 , 4.1'r' (813)992-2668 • F065421 Tel:(800)385-1075 ! JOB NO.: 7.5 or 5.0 M-1 Structural Sealant I M-1 Structural Sealant Along Pipe Along Standoff •ZaN4, ''�% 1-PART Pourable Sealer or ��` Q• �C ENi?... PRO PACK Pourable Sealer • 2.0 — Above 1.0S. Chem Curb _ N . 86008 Penetration = * ; o ; 2.0 STATE OF Roof Surface ''�i��i��' �,� 0 R 10 P•. ��/`� �ffflfl11111 ll Exp. 02/28/2021 M-1 Structural Sealant M-1 Structural Sealant ATTACHMENT DETAIL Scale: NTS SOLAR MODULES UNIRAC SM LIGHT RAIL PV MODULE T CHEMCURB ATTACHMENT RACKING SYSTEM --- _ __ ---- I I I I I I I I I I I I I I I UNIRAC SM I I I I I I I I I I I I I I I I LIGHT RAIL I I I I I I I I I I I I I I I I I � I I I ilii I I I I I I I I I I I I I I I I I I UNIRAC STANDOFF I I I I I I I I I I I I I I I I I I I ? I I I I I I I I I I I I I I I I I I I I ____________ _______________________________________________________ iIT I I 2"X10" RAFTERS @ 24" O.C. I I I I I I 1 1 1 1 1 1 Iii 11111 ] Ilil I I I I I I I I 5116" LAG SCREWS 4` WITH 2.5"MIN. CHEM LINK 2"X10"RAFTERS@24"O.C. EMBEDMENT E CURB SAMPLE ROOF FRAMING PLAN MOUNTING DETAILS Scale: 1/4"-l'-0" Scale: NTS CLIENT: REVISIONS: TITLE: SHEET: Electrical Contractor No: DATE: 10/2$/20 TRUDEAU,EAU MARGIE E DESCRIPTION DATE REVISION freedom EC13008056ROOF MOUNTING GREGALBRIGHT 5625 23RD ST, DESIGN GREG BY: DETAILS PV-3 FREEDOM FOREVER FLORIDA LLC ZEPHYRHILLS, FL, 33542 2619 Consulate or Suite 800,Orlando,FL 32819 ?L..J . � (813)992-2668 F065421 Tel:(800)385-1075 J� } JOB NO.: INVERTER BACKFEED BREAKER SIZING CONDUCTOR AMPACITY DE-RATE CALCULATION \\ 11I11///�// MAX. CONTINUOUS OUTPUT 42.0A @ 240V NEC Factors Table ,�� Qe MAro/ /// NEC Factors Table 310.15(B)(2)(a) Conduit Fill �� O,f�GENg'• 7 �/ 42.0 X 1.25 = 52.50AMPS 60A BREAKER-OK Wire CONDUCTOR CircuitAdj.Conductor 310.15(B)(16) Ambient Correction Per SEE 705.12 OF 2014 NEC Location QUANTITY Conductor Size Ampacity @ 90°C Allowable Ampacity Temperature 310.15(B)(3)(a) No.85003 Z Correction 225 X 1.20 = 270 INVERTER TO 270 - 200 = 70A ALLOWABLE BACKFEED AC DISCONNECT WALL 3 6 75 0.96 72.00 1.00 ; STATE OF AC DISCONNECT O . _ :•(V 1 WALL 3 6 75 0.96 72.00 1.00 PV SYSTEM TO POI �i�/'°Fss!°CORtDP• ���>>� 11.600 kW-DC / /oNU A1\\ExP\tizs12o21 10.000 kW-AC This item has been electronically signed and sealed by Methode Maniraguha 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 STRING-1 REC SOLAR: (N)225A RATED MAIN SERVICE PANEL (E) UTILITY REC290TP2 BLK 1 PH, 120/240V 60HZ METER (N)200A 2P MAIN - ll BREAKER SOLAREDGE P340 (END FED) POWER OPTIMIZERS (N) INVERTER SOLAREDGE: SE10000H-USRGM [S11] TO OTHER (N)60A RATED LOADS STRING-2 AC AC DISCONNECT ,� 20 REC SOLAR: REC290TP2-BLK SQUARE D: PV WIRE I — 2-#10 AWG. DC DU222RB (N)60A/2P PV BREAKER JUNCTION BOX --- -- --- --- o ------- — -- --------- � I L�— — — SOLAREDGE P340 RAPID L3-# AWG, THWN-2 3-# AWG, THWN-2 L . _ POWER OPTIMIZERS SHUTDOWN 1 -#8 EGC, THWN-2 IN 3/4"OR LARGER EMT I SWITCH IN 3/4" OR LARGER EMT CONDUIT �--------------__-- J CONDUIT _ 2-#10 AWG, PV WIRE 4-#10 AWG,THWN-2 1 -#6 AWG IN FREE AIR OR 1 -#8 EGC,THWN-2 #8 AWG MUST BE IN EMT IN 3/4"OR CONNECT TO PREMISES GEC SYSTEM CONDUIT LARGER 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: 10/28/20 TRUDEAU,D EAU, MARGIE E DESCRIPTION DATE REVISION • freedom EC13008056 DESIGN ELECTRICAL GREGALBRIGHT 5625 23RD ST, BY: GREG PV-4 FREEDOM FOREVER FLORIDA LLC ZEPHYRHILLS, FL, 33542 LINE DIAGRAM 2619 Consulate Or Suite 800,Orlando,FL 32819 , -.. 1' (813)992-2668 JOB NO.: F065421 Tel:(800)385-1075 J MAI�/1 '/ii `���,Z,�.•�,�cews�•":�C�ice.• No.$5003 SQUARE D HOMELIKE SOLAR ••y HOMELINE SOLAR-READY COMBINATION SERVICE - �:' * -READY = * ` * _ COMBINATION SERVICE ENTRANCE DEVICES EN'TRAN�C DE141�iCE i R U -DN NEUTRAL - �:•, a` CIRCUIT BREAKERS OFFER �p ;,FTATEOF :�(VW` FOR PLUG-ON NEUTRAL CIRCUIT BREAKERS , , Limmdd■aa�tmp AI. //011 1111 1,,`E X P:2128/2 021 VV■ygInt'ti ido"arras MeffW9 + A saw h This item has been electronically signed and . •,.-r••t ...I r ..1 +•e!, :;F i - " sealed by Methode Maniraguha using a Digital • _ . •:. r Signature and Date.Printed copies of this .... ••+t I i •=•ti r document are not considered signed and I I l y l ' (* ) sealed and the signature must be verified on the F any electronic copies. Le R.wilt lq - - H $j Irn.!>e 1h nI1nu' The Home the Plug-on Fleutrar Advant q •r.et.rt IBSI*UmU xrVCS t tr4 If. I •rrese wwsrr*Vora L hhh1III!rI, l._ iir4 thff:.•.Z, _t,:.. -.• 1*a,.r-o 4. n.it::•., i,l .r•I: r.w.y _: L ry:r [::Y -.•r. ?.I..1 1'.t i . l i •Ir II k, LI r.. .I'w M! 'w rlFu I.•IN1, V-I.1 •uratr ittr..I.•.I r s'l IA ..ua i n.-'• . .;e ,I:;•-..nrr»:..-::5 .+irr -,;i4r+ rr+'.i+ 4 K J . + .. ... . F r d rmnr.• lr�1SI rri ttnfl -Still VtLtl + try'IC%fw dsr iI•,, _ .. _ _... Electrical Contractor No: CLIENT REVISIONS: TITLE: SHEET: TRUDEAU, MARGIE DESCRIPTION DATE REVISION DATE: 10/28/20 freedom EC13008056 DESIGN EXISTING GREG ALBRIGHT 5625 23RD ST, BY: GREG PV-5 FREEDOM FOREVER FLORIDA LLC `, ZEPHYRHILLS, FL, 33542 SERVICE PANEL 2619 Consulate Or Suite 600,Orlando,FL 32819 F U,-j 1x (813)992-2668 JOB NO.:F065421 Tel:(800)385-1075 GENERAL NOTES : MATERIAL LIST 1. (40)REC SOLAR:REC290TP2-BLK WIRED AND LISTED TO UL1703 STANDARDS QTY EQUIPMENT DESCRIPTION 2. THE SOLAREDGE:SE10000H-USRGM [SI1] INVERTER WITH INTEGRATED DC DISCONNECT AND ARC FAULT PROTECTION. �� •.•��CENSF•. C i� ATTACHED WITH SYSTEM ELECTRICAL SPECIFICATIONS,GROUND FAULT PROTECTION&LISTED TO UL 1741 OPEN CIRCUIT VOLTAGE(Voc) : 38.80V STANDARDS. REC SOLAR: MAX. POWER VOLTAGE(Vmp) : 32.1OV c��,' No.85003 40 SHORT CIRCUIT CURRENT(Isc) : 9.71A 3. PHOTOVOLTAIC SYSTEM GROUND WILL BE TIED INTO EXISTING GROUND AT MAIN SERVICE AS PER NEC SEC. REC290TP2-BLK MAX. POWER CURRENT(Imp) : 9.05A -p; 250.166(A). PTC RATING : 267.9W 3 ;�__ 'FATE OF 4, 4. SOLAR PHOTOVOLTAIC SYSTEM EQUIPMENT WILL BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF ART.690 480V OF THE NEC DC MAX SYSTEM VOLTAGE : / ONAL SOLAREDGE: AC OUTPUT VOLTAGE RANGE : /// 1 SE10000H-USRG MAX.AC OUTPUT CURRENT: 211-240V ///I II 1111 EXP:2/28/2021 5. CONDUIT ABOVE ROOF SHALL BE NO LESS THAN 1" FROM TOP OF THE ROOF TO BOTTOM OF RACEWAY.TABLE NEC 42.0A 310.15(B)(3)(C) M [SI1] MAX.AC POWER OUPUT: 10000W This item has been electronically signed and WEIGHTED EFFICIENCY: 99% sealed by Methode Maniraguha using a Digital Signature and Date.Printed copies of this 6. PHOTOVOLTAIC DC CONDUCTORS ENTERING THE BUILDING SHALL BE INSTALLED IN METALLIC RACEWAY AND SHALL BE document are not considered signed and IDENTIFIED EVERY 10 FEET--AND WITHIN 1 FOOT ABOVE AND BELOW PENETRATIONS OF ROOF/CEILING ASSEMBLIES, sealed and the signature must be verified on WALLS,OR BARRIERS--WITH MINIMUM 3/8-INCH-HIGH WHITE LETTERING ON RED BACKGROUND RATED DC INPUT POWER : 340W any electronic copies. READING:"WARNING: PHOTOVOLTAIC POWER SOURCE" SOLAR EDGE MAXIMUM INPUT VOLTAGE : 48VDC 40 P340 POWER MPPT RANGE : 8-48VDC 7. SYSTEM GROUNDING ELECTRODE CONDUCTOR FOR PV SYSTEM TO BE SIZED TO MEET THE REQUIREMENTS OF NEC OPTIMIZERS MAX. INPUT CURRENT: 13.75ADC TABLE 250.66. MAX. OUTPUT CURRENT: 15ADC 8. THE EXISTING MAIN SERVICE PANEL WILL BE EQUIPPED WITH A GROUND ROD OR LIFER. 1 PV BREAKER 60A/2P PV BREAKER, 1 PH, 240VAC 9. UTILITY COMPANY WILL BE NOTIFIED PRIOR TO ACTIVATION OF THE SOLAR PV SYSTEM. 1 JUNCTION BOX 600VDC, NEMA 3R, UL LISTED 10. TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION. 60A RATED, 240VAC, NEMA 3R 1 AC DISCONNECT UL LISTED 11. SOLAREDGE INVERTERS ARE LISTED TO UL 1741 AND UL 1699B STANDARDS. 94 ATTACHMENTS CHEMLINK: CHEM CURB 12. SOLAREDGE OPTIMIZERS ARE LISTED TO IEC 62109-1(CLASS II SAFETY)AND UL 1741 STANDARDS. 280' FT RAIL UNIRAC SM LIGHT RAIL 68 MID CLAMPS UNIRAC SM LIGHT RAIL GROUNDING MID CLAMPS 24 END CLAMPS UNIRAC SM LIGHT RAIL END CLAMPS 45'FT CONDUIT 3/4" OR LARGER EMT CONDUIT Electrical Contractor No: CLIENT: REVISIONS: TITLE: SHEET: DATE: 10/28/20 TRUDEAU,EAU, MARGIE E DESCRIPTION DATE REVISION freedom EC13008056 DESIGN NOTES AND F 0 R E V L R GREGALBRIGHT 5625 23RD ST, GREG BY: _� EQUIPMENT LIST PV-6 ZEPHYRHILLS, FL, 33542 FREEDOM FOREVER FLORIDA LLC " 2619 Consulate Dr Suite 800,Orlando,FL 32819 ;'' ����, 1 t-f (813)992-2668 F065421 Tel:(800)385-1075 1 JOB NO.: NOTES: 1. NEC ARTICLES 690 AND 705 AND FRC SECTION R324 MARKINGS SHOWN HEREON 2. ALL MARKING SHALL CONSIST OF THE FOLLOWING: ``���,r�:��cetisF•.. CG��� "WARNING" "WARNING" A. UV RESISTANT SIGN MATERIAL WITH ENGRAVED OR No.85003 MACHINE PRINTED LETTERS OR ELECTRO-PLATING. * :y = INVERTER OUTPUT CONNECTION ( I\JI, DUAL POWER SOURCES B. RED BACKGROUND COLOR WHITE TEXT AND LINE WORK. _ * * _ DO NOT RELOCATE THIS SECOND SOURCE IS PHOTO- VOLTAIC SYSTEM C. AERIAL FONT. r ` . % ;�u 3. ALL SIGNS SHALL BE SIZED APPROPRIATELY AND PLACED IN Q ._ TATS OF , .4 OVERCURRENT DEVICE RATED AC OUTPUT CURRENT -42.0 AMPS THE LOCATIONS SPECIFIED. SIGNAGE CANNOT BE �,FS cOR>o?• 4 ` AC NORMAL OPERATING VOLTAGE - 240 VOLTS 4. SIGNS SHALL BERITTEN. ATTACHED TO THE SERVICE EQUIPMENT WITH /,�//3//OjNA 41�1G``\ (UNLESS BUSBAR IS FULLY RATED) POP-RIVETS OR SCREWS. I II EXP:2/2812021 705.12(D)(2) This item has been electronically signed and 690.54 sealed by Methode Maniraguha using a Digital is PV SYSTEM AC DISCONNECT Signature and Date Pride opies afnd document are not considered signed and RATED AC OUTPUT CURRENT -42.0 AMPS sealed and the signaturel must be verified on any electronic copies. A AC NORMAL OPERATING VOLTAGE - 240 VOLTS GENERATOR DISCONNECT SWITCH C _ 690.14, 690.15,690.54 690.56(C)(3) "WARNING" CAUTION: ELECTRIC SHOCK HAZARD POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE IF A GROUND- FAULT IS INDICATED , NORMALLY FOLLOWING SOURCES WITH DISCONNECT(S) LOCATED AS SHOWN. DANGEROUS VOLTAGE MAY BE PRESENT AT ALL TIMES GROUNDED CONDUCTORS MAY BE "WARNING" UNGROUNDED AND ENERGIZED. INVER APIDS IPPED WITH RAPID SHUTDOWN ELECTRIC SHOCK HAZARD. THE DC �' 690.5(C) CONDUCTORS OF THIS PHOTOVOLTAIC - AC DISCONNECT SYSTEM ARE UNGROUNDED AND MAYBE w JUNCTION BOX MAIN SERVICE PANEL ENERGIZED. Z 40 PV MODULE 690.35(F) "WARNING" ELECTRIC SHOCK HAZARD. P - - - ______ PJT1 J/B DC DO NOT TOUCH TERMINALS. TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. 1 1 1 1 J co 690.17 N NEC 690.31(G)(3)&(4) IT! 1I1 PV SYSTEM DC DISCONNECT "WARNING" I OPERATING CURRENT:29.00A PHOTOVOLTAIC POWER SOURCE I OPERATING VOLTAGE:400V SHORT-CIRCUIT CURRENT:30A EVERY 10'ON CONDUIT AND ENCLOSURES MAX SYSTEM VOLTAGE:480.00V 690.14(CO(2)),690.15,690.53 6X8"TYP-NEC 705.10 CLIENT: REVISIONS: TITLE: SHEET: Electrical Contractor No: DATE: 10/28/20 freedom EC13008056 TRUDEAU, MARGIE DESCRIPTION DATE REVISION F o R DESIGN GREGALBRIGHT 5625 23RD ST, BY: GREG FREEDOM FOREVER FLORIDA LLC ZEPHYRHILLS, FL, 33542 LABELS PV-7 2619 Consulate Dr Suite 800,Orlando,FL 32819 (813)992-2668 'F06542-1Tel:(800)385-1075 JOB NO.: 1 -10 11 -20 21 -30 31 -40 41 -50 51 -60 SOLAREDGE OPTI M IZER CHART 1 2 3 4 5 6 7 8 1 ] 9 10 a ____ REVISIONS: Electrical Contractor No: CLIENT: freedom EC13008056 TITLE: SHEET: TRUDEAU, MARGIE DESCRIPTION DATE REVISION DATE: 10/28/20 • DESIGN OPTIMIZER F O R E V E R GREG ALBRIGHT 5625 23RD ST, GREG BY: CHART PV-8 FREEDOM FOREVER FLORIDA LLC +°, ZEPHYRHILLS, FL, 33542 2619 Consulate Dr Suite 800,Orlando,FL 32819 1h ' ".r� � (813)992-2668 JOB NO.. F065421 Tel:(800)385-1075 1 SAFETY PLAN MARK UP KEY INSTRUCTIONS: 1. USE SYMBOLS IN KEY TO MARK UP THIS SHEET. OP 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 IL INSTALLER LADDER IN CASE OF EMERGENCY NEAREST HOSPITAL OR OCCUPATIONAL/INDUSTRIAL CLINIC JUNCTION / COMBINER BOX NAME: STUB-OUT ADDRESS: LI SKYLIGHT SAFETY COACH CONTACT INFORMATION NO LADDER ACCESS (STEEP GRADE NAME: OR GROUND LEVEL OBSTRUCTIONS) ADDRESS: ALL EMPLOYEES ON SITE SHALL BE MADE AWARE OF THE RESTRICTED ACCESS SAFETY PLAN AND SIGN INDICATING THAT THEY ARE LJIII AWARE OF THE HAZARDS ON-SITE AND THE PLAN FOR CONDUIT WORKING SAFELY. cAs GAS SHUT OFF NAME SIGNATURE H2o WATER SHUT OFF SERVICE DROP POWER LINES DATE: TIME: Electrical Contractor No: CLIENT: REVISIONS: TITLE: SHEET: DATE: 10/28/20 freedom EC13008056 TRUDEAU, MARGIE DESCRIPTION DATE REVISION FOREVER GREG ALBRIGHT 5625 23RD ST, DESIGN GREG FREEDOM FOREVER FLORIDA LLC ZEPHYRHILLS, FL, 33542 BY: SAFETY PLAN PV-9 2619 Consulate Dr Suite 800,Odando,FL 32819 Y�l� _!u!, # (813)992-2668 JOB NO.. F065421 Tel:(800)385-1075 J 1a 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 a ainst a structure). Workers. • Forecasted weather maximum temp(degrees F): • Contact your Site Supervisor • Additional notes: • Crew leader responsible for communication with the client: I Name: Mobile EQuiooment �• 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 Safety 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 perform electrical work. could cause exposure to personnel, client or public. or Hospital in case a crew member becomes ill. Define the Hazard: Method/steps to prevent incident: • 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 indentified and protected from contact,as neccessa . water(location/address): • EQP(name and tile): I Define the Hazard: Method/steps to prevent incident: Who will replenish the drinking water(name): Define the Hazard: Method/steps to prevent incident: CLIENT REVISIONS: TITLE: SHEET: Electrical Contractor No: freedom TRUDEAU, MARGIE DESCRIPTION DATE REVISION -- DATE: 10/28/20 EC13008056 DESIGN SAFETY PLAN F O R E V E R GREG ALBRIGHT 5625 23RD ST, BY: GREG FREEDOM FOREVER FLORIDA LLC ^ ZEPHYRHILLS, FL, 33542 (CONT.) 2619 Consulate Dr Suite 800,Orlando,FL 32819 ,� '{.r'..r-. t' (813)992-2668 JOB NO.:IF065421 Tel:(800)385-1075 .. RE[ TWINPEAK 2 SERIES u!uIuPuIIUUIuI 1675±2.565.94±0.1] '�z8n.11 -_910135.81 . 382.5[15.057 ` EFFICIENCY IIPIIIIJP • 9001357 + YEAR PRODUCT WARRANTY REE - YEAR LINEAR POWER OUTPUT • TWINPEAK 2 WARRANTY � 11-_02 2 10.43'081 SERIES _ _ 2Ds_0.5� nal;•FY-a -•I -,f.°: ?r0. 1 'IO I8 0.087 ® 1200(4T -- �I PREMIUM SOLAR PANELS , � . = r.�.E:_*,e�_,em�.�1 45(157 cTlNef c'.LOP .!O".'..'.. 1OO% MADE IN SINGAPORE easureree smmm L,I — 38(1.5] Nominal Power-P77(Wp) 275 280 285 290 295 300 elltlr = L _ = LI:1. sc-, •r_ =k .-I::• .i_ -1 . I- _I :- WattClass5orting-(W) -0/+5 -0/+5 -0/+5 -0/+5 -0/+5 -0/+5 .. Nominal Power Voltage-V,,,,(V) 31.5 31.7 31.9 32.1 32.3 32.5 _ I-,: I' 3 2ntp 1 e_1- Nomina!PowerCurrent-Iope(A) 8.74 8.84 8.95 9.05 9.14 9.24 OpenCircuitVoltage-V (V) 38.2 38.4 38.6 38.8 39.0 39.2 e_a Short Circuit Current-15C(A) 9.52 9.61 9.66 9.71 9.76 9.82,4 Panel Efficiency(%) 16.5 16.8 17.1 17.4 17.7 18.0 ulh `. Values at standard test conditions STC(airmass AM 1.5.irradiance 1000 W/m',cell temperature 25`C). _ - -' -- — _ At low irradiance of 200 W/m'(AM l.5 and cell temperature 25°C)at least 95%of the STC module efficiencywiit be achieved. *�"•z'==�-- -`3'-t•. ;1=f':-^�!4,"" -? �� "Where xxx indicates the nominal power class(P )at STCabove,and can be followed by the suffix BLK for black framed modules. L.-' NOW Nominal Power (Wp) 206 210 214 218 223 226 r + x r= ;_ -"5 wlrH NEW Nominal Power Voltage-V0PP(V) 29.2 29.4 29.6 29.8 30.0 30.1 I., v/1,,, i •■ ICY Nominal Power Current-18,0(A) 7.07 7.15 7.24 7.32 7.43 7.51 �irp;l' RR►4NYT , Open Circuit Voltage-VD_(V) 35.4 35.6 35.8 36.0 36.2 36.3 + Short Circuit Current-Isc(A) 7.52 7.59 7.68 7.75 7.85 7.91 Nominal operating cell temperature NOCT(800W/m",AMI.S.windspeedIm/s.ambient temperature 20°C). .5B'�2 J±±"3?.ns. L '8 'Where xxx indicates the nominal power class(P.,,,,)at STC above,and can be followed by the suffix BLK for black framed modules. I„B I Er 5.,.rry'" _„4 '. 4 // OVE @ 20 year product warranty e s ' !�i! (`F` �� 25 year linear power output warranty d t ;i c % (Max.performance degression of 0.5%pa.from 975%in year 1) � 1� UL 1703.fire classification Type 2;IEC 61215.IEC 61730. See warranty conditions for further details. •.8:21''. It P IEC 62804(PID),IEC 62716(Ammonia).IEC 61701(Salt Mist level 6)ii I , IEC 60068-2-68(Blowing Sand),ISO 11925-2(Class E) 1SO9001:2015,ISO 14001:2004,OHSAS18001:2007 Note! =a:3noour4'8;tr:'"f:,'( <„ INTEGRATED MANUFACTURING IN SINGAPORE REC www.recgroup.com 2018 WAFERS CELLS MODULES - " S lar Power ONV.GL PIL MODULE RELIABILIN SCORECARD Sin le Phase Inverter Wit HD-Wave Technology for North America " _ SE3000H-US / SE3800H-US / SE5000H-US / SE6000H-US/ Single Phase I nverter ,Z SE7600H-US / SE10000H-US / SE1 OUTPUT A1 it h HD-Wave Technology11 Rated AC Power Output 3000 3800 @ 240 5000 6000 @ 208V 7600 10000 10000 @ 208V VA 3300 @ 208V l 5000 208V 10000 @ 2 3800 @ 240V 5000 6000 @ 240V 11400 @ 240V for North America Maximum AC Power Output 3000 7600 10000 VA 3300 @ 208V 5000 @ 208V 10000 @ 208V AC Output Voltage Min.-Nom.-Max. Vac SE3000H-US / SE3800H-US / SE5000H-US / SE6000H-US / ..uuuul (211-240-264) AC Output Vo1age Min.-Nom.-Max. (1 20SE7600H-US / SE10000H-US / SE11400H-US AC 3r qu n y( AC Frequency(Nominal) 59.3 60 60.5% Hz Maximum Continuous Output 12.5 16 21 25 32 42 47.5 A Current O aalar Conti Maximum Continuous Output - 16 24 - - 48.5 A l�• Current @208V GFDI Threshold 1 A Utility Monitoring,Islanding • Protection,Country Configurable Yes salary' Fes..,,,,. Thresholds INPUT r� Maximum DC Power @240V 4650 5900 7750 9300 11800 15500 17650 W Maximum DC Power @208V - 5100 - 7750 - - 15500 W .— O Transformer-less.Ungrounded Yes Maximum Input Voltage 480 Vdc , • Nominal DC Input Voltage 380 -400 Vdc Maximum Input Curren:@240V' 8.5 10.5 13.5 16.5 20 27 30.5 Adc 0 a Maximum Input Current @208V" - 9 - 13.5 - - 27 Adc z Max Input Snort Circuit Current 45 Adc • • Reverse-Polarity Protection Yes O • Ground'Fault Isolation Detection 600ko Sensitivity Maximum Inverter Efficiency 99 99.2 % CEC Weightea Efficiency 99 99@240V % 98.5 @ 208V 4 a • * Nighttime Power Consumption <2.5 W r W '* r ADDITIONAL FEATURES Supported Communication Interfaces RS485,Ethernet,ZigBee(optional),Cellular(optional) Revenue Grade Data.ANSI C12.20 OptionalD� Rapid Shutdown-NEC 2014 and Automatic Rapid Shutdown upon AC Grid Disconnect Optimized installation with HD-Wave technology 20769012 _ 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 IEEE1547,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 I 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 x 14.6 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) 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 <50 dBA / UL1741 SA certified,for CPUC Rule 21 grid Cooling Natural Convection compliance Operating Temperature Range -40 to+140/-25 to+6gw(-40'F/-40'C option)P °F/'C Protection Rating NEMA 4X(Inverter with Safety Switch) Fo'other regional settings please contact SolarEdge support s o I a r A higher current source m SbeE used the inverter will limit its input current₹o the values stated 'Revenue grade:nverter P/N SExiaxH-J50CgNNC2 solaredge.com `Co r power de rating information refer to hips//wwwsolaredge.corn/sites/defauh/fles/se-temperature-derating-note-na.pdf -40 versior P/N SExcxxH-US000NNU4 C solarEdge Technologies,inc.All rights reserved.SOLAREDGE,the SolarEdge logo,OPTIMIZED 85 SOLAREDGE are trademarks or registered trademarks of SofarEdge Technologies,Inc All Ro HS other trademarks mentioned herein are trademarks of their respective owners.Date:171z01B/V0VENG NAM.Subject to change without notice. Power Optimizer For North America Power P320/ P340 / P370 / P400 / P405 / P505 Optirnizer � h For North America •• ° ' ° P320 / P340 / P370 / P400 / P405 / P505 •• '• ' m INPUT Rated Input DC Powerm 320 340 370 400 405 505 W Absolute Maximum Input Voltage 48 60 80 125(' 832 Vdc (Voc at lowest temperature) _ MPPT Operating Range 8 48 8 60 8 80 12.5 105 12.5 83 Vdc Maximum:Short Circuit Current 11 10.1 14 I Adc Maxhttum DC Input Current 13.75 12.63 17.5 Adc Maximum Efficiency 99.5 l _I __j Weighted Efficiency 98.8 98.6 % Overvoltage Category 11 OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE - INVERTER OFF) Saety Output voltage per 1 1 t 0.1 Vdc Power Optimize — — STANDARD COMPLIANCE EMC FCC Part15 Class B,IEC61000-6-2 IEC61000-6-3 Safety IEC62109-1(class 11 safety),UL1741 ROHS Yes INSTALLATION SPECIFICATIONS Max;mum Allowed System 10OO Vdc voltage Compatible inverters All SolarEdge Single Phase and Three Phase inverters D•mensions('JJxLxH) 129x153x27.5/5.1x6x1.1 129 x 153 x 33.5/ 129x159x49.5/ 129x162x59/ mm/in 5.1x6x1.3 I 5.1x6.3x1.9 51x6.4x2.3 Weight(including cables) 630/1.4 750/1.7 845/1.9 1064/2.3 gr/lb Input Connector MC4'- Output Wire Type/Connector : Double Insulated;MC4 - _ Output Wire Length 0.95/3.0 1.2/3.9 m/ft Input Wire Le^gth 1 0.16/0.52 m/ft Operating Temperature Range I -40-+85/-40-+185 C/'F PV power optimization at the module-level Protection Rating IP68/NEMA6P Relative Humidity 0-100 1 % Rates 5TC sower of the module.Module of up to-5%power tolerance allowed NEC 2017 requires max'nput voltage be riot more than 80V / Specifically designed to work with SolarEdge I Fast installation with a single bolt For other connector types please contact SolarEdge inverters I Next generation maintenance with module- Up to 25% more energy level monitoring 1732!}.17340.X370. Minimum String Length p 8 10 18 / Superior efficiency (99.5%) Meets NEC requirements for arc fault (Power Opt:mizers) I P405/P505 6 8 14 protection (AFCI) and Photovoltaic Rapid Maximum String Length 25 25 50-v / Mitigates all types of module mismatch losses, Shutdown System (PVRSS) (Power O tsmizes) 5700(6000 with from manufacturing tolerance to partial Maximum Power per String SE7600-US-SE11400- 5250 6000° 127505' W shading I Module-level voltage shutdown for installer US) 9 Parallel Str;ngs of D fferent Lengths Yes and firefighter safety or Orientations / Flexible system design for maximum space For detailed string sizing information refer to:httpy/wwe.sdaredge.com/sites/defauh/tles/strirg.xizing na.pdf it s not allowed to mix P405/P505 with P320/P340/P370/P400 in one string utilization A string with more than 30 optrnizers does not meet NEC rapid shutdown requirements;safety voltage will be above the 30V requirement For SE144KUS/SE43.2KUS:it is allowed to install up to 6,500W per string when 3 strings are connected to the inverter(3 strings per unit for SE432KU)and when the rnax,mum power difference between the strings is up to 1,000W For 5E30KUS/SE33.3KU5/SE66.6KUS/SE100KUS:tin allowed to install up to 15,000W per sting when 3 strings are connected to the inverter(3 strings per unit for SE66.6KUS/5E100KUS) arid when the marmum power difference between the strings is up to 2,000W solare(ige.com sol a S ether errar"meat alit.All rights reserved.a ft of their the SolarEdge Wgo,OPTIMIZED V 1/tSOLAREDGENAM arejesttoctrademarks or wilhoued trademarks M SokrEtlge Technologies,too C E Ro H S All other nademarks mantioncd herein are trademarks of their respective awrers.Dace:12/2018/VOllENG NAM.Suhject to change without notice. I1 !A11 'iII1III SOLARMOUNT •• UNIRAC ■■ '] ..1' EI1III BETTER DESIGNS ,�p.. TRUST THE INDUSTRY'S BEST DESIGN TOOL CONCEALED UNIVERSAL Start the design process for every piuu;cl in our (Lunde[ or lure dasif,n lout ENOCLAMPS Its a great way to save time and money BETTER SYSTEMS ONE SYSTEM-MANY APPLICATIONS Quickly set modules flush to the rtint an steep ditched tools. (literal a large vat ely of modules in Portrait or Landscape. tilt the system up on flat or low slow [nuts END CAPS INCLUDED Components available in mill,clear,and dark lursies to optimize Valli desig,u tivancials WITH EVERY ENDCLAMP and aesthetics. BETTER RESULTS CONCEALED MAXIMIZE PROFITABILITY ON EVERY JOB UNIVERSAL Trust Unirac to help you minimize both system and lahnt ensls limo the lime the job is CLAMPS quoted to thetime yourteamsget ott the toot tastet installs tess Waste Mutul'iotils UNIVERSAL SELF d''ft4IRAC BETTER SUPPORT STANDING MIDCLAMPS-j 2 WORK WITH THE INDUSTRIES MOST EXPERIENCED TEAM Professional support for professional installers and designers You have access III YEAS our technical support and training groups Whalevet vow suppot I reeds we vu gilt � A you covered.Visit Unirac.com/solarmomtl tot mire inlomalinn. OPTIONAL 1(111 PSIIII� 111='� �� . FRONTTRIM WARRANTY ; d U-BUILDER ONLINE DESIGN TOOL SAVES TIME& MONEY .0 ttUNIJINU&GHOUNUINU �� , Visildesit?tin irac-cool ® w -- ... " "- J 1O', MI L'HANICAI l llAU1NC SYSlIM 11111 CLASSII I(AlIUN -el I UNIRAC CUSTOMER SERVICE MEANS THE HIGHEST LEVEL OF PRODUCT SUPPORT R1L HxHHH1 l I UNMATCHED IERllfriII ItitilNtINING NANKANII Ill SIGN rUiMII • 1 'll 1 1 1 I 11 1 11 . 1 1 1 1 EXPERIENCE uUAIIIY IXCIIIINI:f WARNANIY 111(115 DUCk1N4f1fIAflON r r 'I 1. TECHNICAL SUPPORT CERTIFIED QUALITY PROVIDER BANKABLE WARRANTY Unirac's technical support team is dedicated to answennp l)nifac is tilt,only IV niuunling vender with 1St)codifications flea(leave Valli pwiect to chanee.thritat:has the financial questions & addressing issues in real time. Au onlint, lot ¶UU12UItd. 14UUh2U(14 and (ItISAS IHUOt•20U1. strength to hack nor lunducts and n:duce voo risk. [lave THE PROFESSIONALS' CHOICE FHR RESIDENTIAL RACKING library of documents including rnPinerring report. which means we dr,ltver the highest standards fur fit, peach: of mind knowing you arc provldit>f; products oh stamped letters and technical data sheets greatly [unit. and function these cerlilicatmns demonstrate out exceptional grtalily. S(1IAHMI)I1Ni is envwed by a 25 vear simplifies your permitting and project planning pmccss excnllr.nce and commitment to first class husmess prar.lires. hooted product warranty and a S yea,limiter(finish warranty IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItI111i1111111111111111111111111111111111111111111Ilillllllli iiII1111111111111111t1i111111t1111111111111111111111111111111111111111111111I1111111111111111111111111IIII11111111111111111111tIIIIIIIIIIIIIII1111111111111111111111111111111111111111111111111111iII11111111111111111I1111111111i111iIINil11 BEST INSTALLATION EXPERIENCE*CURB APPEAL•COMPLETE SOLUTION 0 UNIRAC SUPPORT ENHANCE YOUR REPUTATION WITIi QUALITY RACKING SOLUTIONS BALKED DY ENGINEERING EXCELLENCE ANO A SUPERIOR SUPPLY CHAIN PUB2o16'JAVIG PRINTEDUPOATE • . . - - :: UNIRAC - • . . - - IFUNIRAC 2-Piece Aluminum Standoff with SolarMount-I 1-flange connection Part No.05013C, 05014C, 05016C, 05017C 2-Piece Standoff Technical Datasheet Reference the SolarMount-1 series datasheet for 1-flange connection specifications. Pub 101026-ltd V1.0 October 2010 For the 1-flange connection to standoff: Use included 1 3/"EPDM washer between the 1-flange 2-Piece Aluminum Standoffs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 connection and standoff 2-Piece Aluminum Standoff with SolarMount-1 1-flange connection . . . . . . . . . . . . . . . . . . . . 2 Y Assemble with included 300 series stainless steel W-16 flanged 2-Piece Aluminum Standoff with L-foot connection. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 L Z hex head screw x • Use anti-seize and tighten to 30 ft-lbs of torque Allowable and design loads are valid when components are assembled Standoffs r according to authorized Unirac documents. 1-Flange connections are compatible with SolarMount-1 series beams. 2-Piece Aluminum Standoffs Resistance factors and allowable loads are determined according to part 1A Part No.310503, 310504, 310506,310507, 310553, 310554, 310556, 310557, 310603, 310604, 310606, 310607, section 9 of the 2005 Aluminum Design Manual. 310653, 310654, 310656,310657 NOTE: Loads are for the connection and standoff only. Check load limits Standoff and Base Material: for the lag screw or other attachment method. • One of the following extruded aluminum alloys: 6005-T5, • y Average Allowable Safety Design Resistance 6105-T5,6061-T6 Ultimate tensile:38 ksi;Yeild:35 ksi Ultimate Load Factor, Loads Factor, j Y Applied Load Direction lbs(N) lbs(N) FS lbs(N) • Clear or Dark anodized ( Z Tension,Y+ 1415(6294) 635(2825) 2.23 960(4270) 0.679 Weight: �' X 3"Standoff(as shown): 0.522 pounds(237 g) Compression,Y- 1949(8670) 873(3883) 2.23 1320(5872) 0.677 •• Add 0.086 pounds per inch (39 g/inch) Transverse,X-,downhill 635(2825) 313(1392) 2.03 473(2104) 0.745 Allowable and design loads are valid for a Unirac 2-piece Transverse,X+, uphill 42(187) 20(89) 2.15 30(133) 0.705 aluminum standoff 559 ft lbs 250 ft lbs 378 ft lbs Attach with zinc plated carbon steel or stainless steel fasteners UZ Bending,Applied Moment (758 Nm) (339 Nm) 2.24 (512 Nm) 0.676 1'66 Resistance and safety factors are determined according to Part 1A section 9 of 3"MIN � 2-Piece Aluminum Standoff with L-foot connection 71 MAX 0,31 the 2005 Aluminum Design Manual Reference the SolarMount datasheet for L-foot specifications. NOTE: Loads are given for the standoff only. Check load limits for lag : For the L-foot to standoff connection: screw or other attachment method. U IUse included 1 %"EPDM washer between the L-foot and standoff 3.75 Assemble with included 300 series stainless steel%"-16 flanged 4_ 0.38 Average hex head screw Ultimate Allowable Safety Design Resistance Use anti-seize and tighten to 30 ft-lbs of torque 2.501 O O ' Applied Load Load Load Factor, Load Factor, Direction lbs(N) lbs(N) W lbs(N) F i I Y Allowable and design loads are valid when components are assembled according Z to authorized Unirac documents. --2,75--t Tension/ 3266 1089 Compression, 3.00 1633(7264) 0.500 X L-feet are compatible with SolarMount,SolarMount Heavy Duty, Dimensions specified in inches unless noted Y+ (14528) (4844) and SunFrame rails. UZ Bending, 559 ft Ibs 250 ft Ibs 378 ft Ibs Resistance factors and allowable loads are determined according to part 1A Applied (758 Nm) (339 Nm) 2.24 (512 Nm) 0.676 section 9 of the 2005 Aluminum Design Manual. Moment* NOTE: Loads are for the connection and standoff only. Check load limits *Example: If the module is mounted 6"(0.5 ft)from the base of the standoff, for the lag screw or other attachment method. the allowable side load is 250 ft*lbs/0.5 ft=500 lbs Average Allowable Safety Design Resistance Ultimate Load Factor, Loads Factor, Applied Load Direction lbs(N) lbs(N) FS lbs(N) 4) Tension,Y+ 1859(8269) 707(3144) 2.63 1069(4755) 0.575 Compression,Y- 3258(14492) 1325(5893) 2.46 2004(8913) 0.615 Sliding,Z± 1766(7856) 755(3356) 2.34 1141 (5077) 0.646 Transverse,X± 486(2162) 213(949) 2.28 323(1436) 0.664 559 ft lbs 250 ft lbs 378 ft lbs OZ Bending,Applied Moment (758 Nm) (339 Nm) 2.24 (512 Nm) 0.676 CHEM LINK E CURBTM SYSTEM Step 1 Remove all previously applied caulk, mastic, cement, Advanced Architectural Products PENETRATION SEALS asphalt, and brush.oth Clean all ms from hsubstrates penetrations with a wire Clean all smooth with C r� Dr / 4#v isopropyl or denatured alcohol. Brush away all gravel or loose granules. Seal the base of each penetration Technical Data Guide Polyether Technology CSI Section No. 07 12 13 with in-1. Coat penetrations with M-1 to 3"above the y roof line. I. CHEM LINK Products, LLC Last Revision: 02/20/13 Document No. L1350 Distributed by: BEST MATERIALS® Ph: 800-474-7570, 602-272-8128 Step 2 Fax: 602 272-8014 Hold a section of E-Curb, flat side up, and apply ax: 60 -272-www.BestMaterials.com a 1/4" bead of M-1 to the entire bottom perimeter. Email: Sales@B erialS.Com Apply 1 additional 1/4" bead of M-1 down the center of the section. Do not tool the beads flat. Place the Product Description E-Curb section on the roof surface to form a half circle E-Curb penetration seals replace old-style metal around the penetration(s). Press down firmly until M-1 pitch pans with versatile, precast components and extrudes from the outside edges. pourable sealants. CHEM LINK's E-Curb System can usually be installed in under 15 minutes and never requires flashing or mechanical attachment. E-Curbs are designed for use on granulated modified Step 3 bitumen,asphalt and coal tar B.U.R.(built up roofing). Apply M-1 to the second section of E-Curb as described above. Place the second section of curb on the roof11. f E-Curbs are specified for PVC, EPDM, PIB,and TPO T��s surface to form a circle with the first section. Press + single ply roofing membranes. E-Curbs are highly firmly in place until excess adhesive extrudes from the versatile for sealing penetrations around solar panel E-Curb System Components outside edges. Apply a bead of M-1 around the outside mounts, HVAC, Electrical, and any type of structural • E-Curb exterior rings, straights, and corners, base of the installed E-Curb,and tool to form a smooth supports. TPO Primer is required for use with TPO fillet. For non E-Curb penetrations seals, add M-1 to single-ply roof membrane. • M-1 Structural Adhesive/Sealant used for bonding scarf joint surfaces and tool smooth. the E-Curb components, sealing and priming the When installed properly,this system forms a durable, waterproof rubber seal around penetrations. An penetration. extended manufacture warranty against leaks is • 1-Part"moisture cure" pourable sealer, used to Step 4 p activated with submittal of a completed warranty card. form a durable,water-tight seal around the roof Cut tip off 1-Part cartridge at widest point on plastic penetration. nozzle and pierce the foil seal. Insert into caulking gun �,,.*•'� Special Characteristics and pump E-Curb full. When using a 1-Part pouch, • Rapid installation "Slip fit"light weight curb design E-Curb precast form components are composed of remove cap,pour,squeeze out excess air,and reseal. reduces labor significantly. light weight nylon resin. The E-Curb is 2-inches high Note:To provide an adequate rubber seal, maintain a • Excellent adhesion to most roofing materials, and is available in a variety of shapes and sizes. 1" distance between penetrations and inside edge of • No flashing or mechanical attachment required. Sizes available include: bi-sected circular pieces the E-Curb. a •Service Temperature-40°F to 200°F(-40°C to 93°C) having inside diameters of 3,4,6,or 9 inches. Corner •1-Part®accommodates movement and is suggested pieces having a 2-inch radius, and 8-inch straight for use on all granulated membranes and details pieces are also available to create larger sizes. The All properties described in this document are derived from testing conducted in laboratory conditions.Properties and performance with excessive movement, outer surface is impervious to ice, corrosion, UV will vary depending on environmental conditions and application technique.Test and evaluate to determine appropriate usage. • For sloped roof applications, substitute DuraLinkTM (ultraviolet)light and ponding water. Visit www.chemlink.com for the Material Safety Data Sheet,Technical Data Guides and full warranty for this product. non-slump adhesive/sealant for 1-Part and M-1® M-1 Structural Adhesive/Sealant is a durable, self- LIMITED WARRANTY: CHEM LINK Products, LLC warrants this product's performance, provided it is properly stored and Restrictions fixturing moisture cure mastic. Cartridges of M-1 are applied within 1 year.If not satisfied,return remaining product and purchase receipt for refund or replacement of product exclusive • Do not apply below 30°F(-1°C) supplied in each E-Curb Kit. Components are also of labor or cost of labor.This is the sole and exclusive remedy for defects or failure of this product.User must read and follow the • Do not install if rain is anticipated within 4 hours sold separately. direction of the current Technical Data Guide and MSDS prior to product use.User determines suitability of product for intended • Do not use on Hypalon or smooth APP modified 1-Part is a highly flexible, self-leveling moisture cure use and assumes all risks. Manufacturer shall not be liable for damages (including consequential or incidental damages) in bitumen membrane. For smooth APP, torch down pourable sealer that eliminates mixing. It is also excess of the purchase price,except where such exclusion or limitation is prohibited by state law.THIS WARRANTY IS IN LIEU 100% solid rubber, has a very low VOC will OF ALL OTHER WARRANTIES,WRITTEN OR ORAL, STATUTORY, EXPRESS OR IMPLIED INCLUDING ANY WARRANTY a target of granulated APP before installation. content, OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE; except for the above express warranty given by •TPO Primer must be used for TPO applications, not melt or shrink, and is resistant to deterioration, manufacturer,the product is sold with all faults. CHEM LINK PRODUCTS,LLC SHALL NOT BE RESPONSIBLE FOR THE USE • Do not prime bonding surfaces with asphalt primer! It is supplied in 10.1-oz and 28-oz cartridges or 1/2 OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS • Do not use asphalt cement as a"night sealant." gallon pouches. Unused sealant can be capped and HELD BY OTHERS.This warranty gives you specific legal rights,and you may also have other rights in the U.S.which vary from Use M-1 for this purpose. reused. state to state. For warranty claim information,call 800-826-1681. • E-Curb kits are designed to contain enough 1-Part Vrvnnorrnr ®T p. to fill each curb with displacement in consideration. ISO CHEMLINK Refer to our penetration calculator under contractor DuD MEMBER ' Advanced Architectural Products resources at chemlink.com to verify volumes. '"T1T°TE• 1:20€? ! 'SOLARMOUNT TILT LEG TILT LEG COMPONENTS ! A ■ LOW & HIGH PRORLE STALL TIC. G IDE ; PAGE L-FEET NOT INCLUDED IN LEG KITS 1 5/8" "- 1/16" Total Adjustable Lengths Square Tube Strut ■ % 8"to 12" 8" 8" 18"to 30" 18" 18" 1" `: . 26"to 44" 26" 26" 40"to 72" 40" 40" 3/8" DIA. 3/8-16 X 3"HEX BOLT !' Tilt Leg Square Tilt z3/8 X 1-1/2"X 1/8" 4i Properties Strut Channel Leg Tube Units HD FENDER WASHER /1 [1 Area 0.515 0.4884 in2 oC Weight 0.57 0.56 plf 7/' Width 1.625 1.82 in Height 1.625 1.82 in f Section Modulus (X-axis) 0.236 0.275 in3 /' Section Modulus (Y-axis) 0.261 0.275 in3 Moment of Inertia (X-axis) 0.201 0.2498 in4 " . / Moment of Inertia (Y-axis) 0.213 0.2498 in4 I __________ _ I Radius of Gyration (X-axis) 0.625 0.7152 in z3/8" DIA. Wrenches and Torque Wrench Size Recommended Torque (ft-lbs) ' H 3/8"Hardware 9/16 *30 w/Anti-Seize r r LEG STRUT STRUT NUT LEG TUBE 3/8-16 X 1-1/4"SS HEX BOLT 3/8 x 1-1/2"x 1/8" HD tFENDER WASHER3/8-16 STRUT NUT11 /16" '--- 1/16" 3/8"BOLT-' - FENDER WASHER 3/8-16 SS FLANGE NUT :SOLARMOUNT TILT LEG ACCEPTABLE APPLICAT1ONS1 B - � LOW & HIGH PROfILE INSTALLATION DE ; PAGE iT PREFERRED TILT LEG ORIENTATION ACCEPTABLE TILT LEG ORIENTATION A vertical leg orientation is acceptable. but DO NOT allow the bottom of the tilt legs for any application to be anglea InDoard towards the front of the array. For more information on module placement please refer to the SOLARMOUNT installation guide. Remember to comply with module manufacturer clamping requirements ������� Address:Intertek 3933 US 11 Address:Intertek 3933 US 11 Cortland NY 13045 �tErt(k Cortland NY 13045 Tool Quality,Assured. Telephone: 607-758-6516 Tat.3i Quality.assured. Telephone: 607-758-6516 www.intertek.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 Iar a 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. HUTDOWN 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 I8r° a 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 C ertificate c ate TUV Rheinland PTL Certificate no. T US 82160015 01 H - ________ - - 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 ©vercurrent 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) 7 Appendix : 1 , 1-5 Licensed Test mark: Date of Issue (day/mo/yr) 27/07/2016 TUVfTheinland US TUV Rheinland PTL,LLC, 1107 W.Fairmont Drive,Building A,Tempe,Arizona 85282,Tel(480)966-1700,Fax(775)314-6458 P7u structural ENGINEERS March 5, 2020 THIS ITEM HAS BEEN ELECTRONICALLY UniRac SIGNED AND SEALED BY PAUL K. 1411 Broadway Boulevard NE ZACHER, PE ON 3/05/20USING A SHA-1 Albuquerque New Mexico 87102-1545 AUTHENTICATION CODE. TEL: (505) 242-6411 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND FAX: (505) 242-6412 SEALED AND THE SHA-1 AUTHENTICATION CODE MUST BE Attn.: Engineering Department, VERIFIED ON ANY ELECTRONIC COPIES. Re: Engineering Certification for UniRac's SolarMount Design & Engineering Guide PZSE, Inc.-Structural Engineers has reviewed UniRac's "SolarMount Design & Engineering Guide" and specifically the enhancements of the SolarMount Flush-to-Roof System, Pressure Lookup Tables, and Downward & Upward Span Length Tables. 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 6t" Edition, Florida Building Commission, 2017 3. ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures 4. 2015 Aluminum Design Manual, by The Aluminum Association, 2015 This letter certifies that the structural calculations contained within UniRac's "SolarMount Design & Engineering Guide" are in compliance with the above Codes. `` ,11111111//���' � L 1(. ZAC ,i If you have any questions on the above, do not hesitate to call. Prepared By: _ o. 73522 ?*. PZSE, Inc. — Structural Engineers Roseville, CA -c * TATE OF 1 /2o4 "is'ONA�'II 11E`��� 03/05/2020 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961 .3960 916.961 .3965 www.pzse.com