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EL-18-452 Permit No. EL-2-18-462 R��s LMiami Shores Village —ONPermit Type:Electrical -Residential 10050 N.E.2nd Avenue NEr Work Glassifrcation:Solar Miami Shores,FL 33138-0000 lt Y14�KQ Permit Status:APPROVED Phone: (305)795-2204 FLORIDA Issue nate:3/13/2018 Fxpiration: 09/09/2018 . r Project Address Parcel Number Applicant 9301 NE 12 Avenue 1132050270010 Miami Shores, FL 33138- Block: Lot: GORDON MOYER Owner Information Address Phone Cell GORDON MOYER 9301 NE 12 Avenue , MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 500.00 ANGEL ELECTRIC CONNECTIONS, IN (561)254-1764 Total Sq Feet: 0 Type of Work:FINAL INTERCONNECTION Available Inspections: Additional Info: Inspection Type: Classification:Residential Scanning: 1 Final Review Electrical Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 _DBPR Fee Invoice# EL-2-18-66529 , $2.00 03/13/2018 Check#:2137 $4.60 $0.00 DCA Fee $2.00 Education Surcharge $0.00 ¢ Permit Fee-Additions/Alterations $0.00 t Scanning Fee $0.00 Technology Fee $0.00 Total: $4.60 ' 4 t I {f 1 - In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans;drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contracto o o thew d. ' March 13, 2018 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy March 13, 2018 1 Z Y f Miami Shores Village 5z— INSPECTION Building Department10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 LINE PHONE NUMBER:(305)762-4949 � FBC 20 ' - ,14 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. � F-IBUILDING n ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-IPLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: g301 1\I E IQ-1" Axte City: tMiami Shores County: Miami Dade zip: 33 30 Folio/Parcel#:_ I ' �" � U Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):: Cord io1 S• "aa Phone#: Address: `-'1301 ME 121" Aye City: L Ilo m I 4f)YP S State: EL Zip: 3513)13 9 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Annrl 9coLe U Phone#: Address: LIM A f City:_2_31M (Srlxl naz, State: �L Zip: 33L1(o I Qualifier Name: Phone#:(<e2-6 State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ -U 0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ® Newt ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: ,� Submittal Fee$ Permit Fee$ �.em•7f CCF$ 6� CO/CC$ Scanning Fee$ Radon Fee$ C)o DBPR$ a • Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) r. Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lenders Name(if applicable) Mortgage Lenders Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all 'applicable laws regulating construction and zoning. "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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ' v Signature -� Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before pme this The foregoing instrument was,acknowledged before me this day of 20 0 ,by S�h day of �fE 1. 20 O by S. who is personally known to �Y�C.oe� �iZ ,who is personally known to me or who has produced )—L DL as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign:1( Sign: Print: Print r Seal: Seal: �►••� Notary Public State of Florida � r•u#4 Notary Public State of Florida ;� Madelin Rojas ^ Madelin Rojas y c ,�; My Commission GG 157509 My Commission GG 157509 OF Expires 11/05/2021 f� APPROVED BY � Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) STATE OF FLORIDA t DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICEI S INGWARD (850) 487-1395 2601 BLAIR'STONE ROAD TALLAHASSEE FL 32399-0783 LOPEZ,ANGELA ANGEL ELECTRIC CONNECTIONS, INC. 400 ALEMEDADRIVE. PALM SPRINGS FL 33461 i Congratulations! With this license you became one of the nearly one million Floridians licensed by the Department of Business and ay STATE GPLC3RIDA Professional Regulation. Our professionals and.businesses range frprn architects to yacht brokers,frorn boxers to barbecluv Y�� DEPARTMENT OF EtJ SINES AIuD restaurants,and they keep Florida's econori,y strong. w ..�° PROFESSIONAL REGULATION Every day we work to improve the vvay we do=business in carder EC+300653€ lS'SUED 07/14/2016 to serve you better. For information about our services, please log onto www.myfloeidaticense.com. There you can find more CERTIFIED ELECTRICAL,CONTRACTOR information about our divisions and the regulations,that impact LOPEZ,ANGELA . you,subscribe to department newsletters and iearri more about ANGEL ELECTRIC CdNNECTIONS.INC. the Department's initiatives. t: Our mission at the Deparirrent is:License E;;iciently,regulate Fairiy,'.`ve constantly strive to serve.yogi ba=tter so that you can is canririEo prev, siorr3 or serve your customers. Thant;you for doing business in Florida; Auc31,zr1e and congratulations on your new.license' DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLORIDA. � DEPARTMENT OF BUSINESS AND PRt31FE SIOt'NAL.REGULATION "574 ELECTRICAL CONTRACTORS LICENSING BOARD The ELECTRICAL CONTRACTOR Named below IS CERTIFIED " ° ' Under the provisions of Chapter 489'FS. Expiration,date: AUG 31,2018 a LOPEZ,ANGELA ANGEL ELECTRIC CONNECTIONS, INC. 400 ALEMEDA DRIVE ,. 1 PALM SPRINGS FL 33461 ss { t , i i t t i i v r I t • m i r A N N'B M. 'G AN N O N P.O.BOX 3133,West Palm Beach,FL 3M-3353 "LOCATED AT* CONSTITUTIONAL TAX COLLEOTOtt w ww.pbotaXcom Tel.(661)355-22$4 SerpingPalm BeackCoemly 400 ALEMEDA DR Serving you. PALM SPRINGS, FL 33461 TYPE OF BUSINESS OWNER CERTIFICATIONS I RECEIPT OMTE PAID AW PAID BILL 0 "-MguEGfR1CA comm croR COAEZANt3EC EC13dDM I 817.519446-OWW17 $27.W B40138MO This document is valid only when recelpted by the Tax Collector's Office. STATE OF FLORIDA PALM BEACH COUNTY • a2-13x1 201712018 LOCAL BUSINESS TAX RECEIPT ANGEL ELECTRIC C0NNEC-n0NS INC' LBTR Number. 201002412 ANGEL ELECTRIC CONNECTIONS INC EXPIRES: SEPTEMBER 30, 2018 400 ALEMEDA DR PALM SPRINGS,FL 33481-1504 This receipt grants the privilege:of engaging in or managing any business profession or occupation t✓ withfn its jurisdiction and MUST be cdnspicuously displayed at the LplaCe of business and in such a manner as to be open t6the view of the pubilc. ANGEL-3 ON .4 D� CERTIFICATE OF LIABILITY INSURANCE DA02/20DDm8Y) 02/20/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS +CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 772-878-8184 C NTACT Katherine Post Post Insurance&Financial,In PHONE 772_878-8184FAX 772-878-8292 Katherine E.Post A/C,No,Ext: A/C,No 146 NW Central Park Plaza,102 E-MAIL at ypost Insurewlt post.com Port St.Lucie,FL 34986 Katherine Post INSURERS AFFORDING COVERAGE NAIC p INSURER A:United States Liability Co 25895 INSURED Angel Electric Connections Inc INSURER B: 400 Alemeda Drive Palm Springs,FL 33461 INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR NSR I ADDLTYPE OF INSURANCE L92 WVD UBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ❑X OCCUR CL1852150 02/03/2018 02/03/2019 PREMI E TO RENTED 100,000 MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY 1'000'000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY PRO- LOC 2,000,000 k JECT PRODUCTS OTHER: l AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT nt $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOSBODILYBOODILY INJURY Per accident $ AUTOS ONLY AUOTOS ONLDY (Ror accident AMAGE I $ I UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I RETENTION$ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N R I ANY PROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT (MWFICER/MEMBER EXCLUDED? ❑ N/A 9 andatory m NH) E.L.DISEASE-EA EMPLOYEE If Yes,describe under DESCRIPTION OF OPERATIONSbelow E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) I Electrical Contractor License Number: EC13006530 I CERTIFICATE HOLDER CANCELLATION t MANAT-3 Miami Shores SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue Miami Shores Village, FL AUTHORIZED REPRESENTATIVE 33138 12%�J_ E 640�r ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD i i k JIMMY PATRUNIS CHIEF FINANICAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION . .C iCA " ,L TTO`I PT"' LORIDA,VMM(ERW COMPENSATIONLAW: CURL t)CtON"INDUSTRY`EXilM4'nON This certifies that the individual listed below has elected to be exempt from,Florida Workers`Compensation law. EFFECTIVE DATE: 712812017 EXPIRATION DATE: 7128/2019 PERSON: L©PEZ ANGEL. A FEIN- 209262 2€ BUSINESS NAME AIVC3`AbDRESS. ANGEL ELECTRIC CONNECTIONS INC 400 ALEMEDA OR q LAKE WORTH FL 33461 SCOPE OF BUSINESS OR TRADE: uc ensed> rlaal Contractor IMPORTANT:Pursuant to ChVW 440.45(14),F.9—anowwofa cotporatton when elects"exsmpliat fmm:this chapw by filing.a carfiffeate of eledon under ups on nay notrecover tests or compensation under aminates of election tobe exempt:..apply' only t+r#hin the of tht#business or trade stere on iiia nota t4 elE tet to Lye exempt.Pursuant to Chaor 440.0 (13),F.S.,Notices of efectim to be empF and cu*rtlticates of election to tys exemfr sha3l#ya seibiect to€eeiocation if at any time after the filing of the notice or the issuance of the cbdificate,that pewit nil rxr tits rootitii or to ris zsaeets itis repo rsf this section far of a c , The del%rtmamsinsll,revoke a certt#tcsie at ny#Ime f failure of the person Warned on lite cye to rrteet dse€equirernersts of this se ion. DFS-F2-DWC-252 CERTIMATE OF ELECTION tO BE EXEMPT REASED 08-13 QUESTIONS?($50)413-9649 r a k Goldin Solar,LLC , Certified Florida Solar Contractor,License number:CVC56965 �*, Cell#:(305)469 9790 dgoldin@goldinsolar.com GOLDINSOLAR www.goldinsolar.com >,,.; 9 Date:03/12/2018 t State of County of c— Before me this day personally appeared_ � � who, being duly sworn,deposes and says: r That he or she will be the only person working on the project located at F �3f38 Contr ct r Signature Sworn to(or affirmed)and subscribed before me this Q day of . 20J By A x I mPZ I Personally known 11 i Or produced identification Type of identification ; R Print,typ ,or stamp name of Notary I Regards, dk01 p`�t+ Notary Public State of Finrida ? Madelin Rojas e" My Commission GC `7509 Signatures: porno° Expires 17/06/20; 3 l , Angel Lopez Electrical Contractor EC13006530 ) I S�ORs G� s� Miami shoresVillage "" �� ""'�' Building Department 10050 N.E.2nd Avenue ORiDA Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 t Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building pert-nit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if. a 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. r No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida / County of Miami-Dade G The foregoing was acknowledge before me this day of_ ✓ k ,20 0 By Qrdor) O NI-r. who is personally known to me or has produced I— PLPDL as identification. C r►� Notary Public State of Florida Notary: '� �ll� ��✓' >p�4 t '`o Madelin Rojas . My commission GG 157509 SEAL: .11,Nde Expires 11/05/2021.,_ JOSE D. GARCIA Job Name: Moyer Residence CONSULTING ENGINEER.LLc. Job Address:9301 NE 12th Avenue ctVIL RUCTURAL Miami Shores Florida 33138 17440 N.E.4Ave,No � 4th.Ave,North Miami Beach,Fl 33182 Tel:(305)90M706 Emil: Job Number:17-314 FLA P.E.Licence No.78456 •••• •••••• • •• •••••• • • • • • • •••• • •• ••••• •••••• • • ••••• Job Name0 Ole" " "'••• • SOLAR PHOTOVOLTAIC SYSTEM : so* •• • •• • • . DESIGN OF CONNECTIONS OF THE PV MODULES RAIL SYSTEM TO THE EXISTING STRUCTURE Job Address 9301 NE 12th AVENUE MIAMI SHORES, FLORIDA 33138 THESE CALCULATIONS ARE IN COMPLIANCE WITH THE HVHZ PROVISIONS OF THE FRC 6th EDITION (2017)CODE,THE ASCE 7-10 ADOPTED STANDARD AND THE NSD FOR WOOD CONSTRUCTION - 2015 EDITILN 4iURAL REVIE ©ATVED Page 1 JOSE D. GARCIA Job Name:Moyer Residence CONSULTING ENGINEER,LLC. Job Address:9301 NE 12th Avenue CIVILSTRUCTURAL Miami Shores Florida 33138 17440 N.E.4th,Ave.North MIam1 Beach,Fl 33182 � Tel:(305)g03-5708 Emil: Job Number:17-314 FLA P.E.Licence No.78458 AS PERMITTED BY THE FLORIDA ADMINISTRATIVE CODE, SECTION 61G15-23.002(2),THIS COVER HAS BEEN SIGNED, SEALED AND DATED ASSUMING RESPONSIBILITY FOR 10 PAGES OF CALCULATIONS LISTED BELOW. TABLE OF CONTENTS .... CHAPTER DESCRIPTION PAG6 "" '••••• NUMBER ..... . .. ...... 1 WIND LOAD CALCULATIONS •s••• 2 DESIGN LOADS *too* •. 0*00• 3 DESIGN OF SCREWS CONNECTING 04 ••• • PV MODULES TO EXISTING STRUCTURE :*Goes 4 BACKWARD CALCULATION TO DETERMINE MAXIMUM :9 ' •o WIND LOAD CAPACITY •••••• 5 VERIFICATION EXISTING STRUCTURE WILL 4cp •• • :" o ACCOMMODATE ADDITIONAL DEAD LOAD 00 6 WIND PRESSURE ACTING 10 ON THE PROPOSED PANELS p ( 23 Ig Page 2 MecaWind Std v2 . 2 . 7 . 5 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterpr.ses.com Date 1/7/2018 Project No. 17-314 Company Name JDG CONSULTING ENGINEER, LLC Designed By JOSE D. GARCIA Address Address Description VWL City N. MIAMI BEACH Customer Name MOYER State FL Prcj Location MIAMI DADE COUNTY File Location: C:\Users\jgarc\AppData\Roaming\MecaWind\Default.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 11.50 Zg = 700.00 ft 0000•• At = 0.09 Bt = 1.0, ••• 00•0 000000 Am = 0.11 Bm 0.80 •• • 0• 0 • Cc 0.15 1 - 650.00*"0•• •0•• ••••�• Epsilon = 0.13 Zmin = 7.00 ft• Pitch of Roof = 3 : 12 Slope of Roof(Theta) = 14.04*t8l•• • • • 0000• h: Mean Roof Ht = 12.12 ft Type of Roof = HIPPED 0000 •• • •• • RHt: Ridge Ht = 14.24 ft Eht: Eave Height = 10.0(1 • • • • OH: Roof Overhang at Eave= 2.00 ft Overhead Type - OH w/ soffit • •• •• 0••• Bldg Length Along Ridge = 73.00 ft Bldg Width Across Ridge= 29of:f:0•-0 :•00:0 0.000 Length of Hipped Ridge = 33.00 ft Roof Slope on Hip End = 10.90 Tag•• • 000000 • •••••• • • Gust Factor Calculations • ^ • • Gust Factor Category I Rigid Structures - Simplified Method • 0 i•••0• 0000•• Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.65 = 0.85 • • • • • • • • 0000•• •• • 00 • • • Gust Factor Category II Rigid Structures - Complete Analysis 00000• Zm: 0.6*Ht 7.27 ft lzm: Cc*(33/Zm)^0.167 = 0.19 Lzm: 1*(Zm/33)^Epsilon = 538.02 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 - 0.94 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm) ) = 0.90 Gust Factor Summary Not a Flexible Structure use the Lessor of Gust1 or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressure on Components and Cladding (Ch 30 Part 1) a Roof trot sltrnsli f 5 r � 1 22j1i, 4 � ' r � f {falls / V a Hip Roof 7<0 c=27 0 All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" _ 3.00 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf ----------------------------------------------------------------------- FIELD 2.00 5.00 10.0 1 0.50 -0.90 28.01 -44.49 PERIMETER 2.00 5.00 10.0 2 0.50 -1.70 28.01 -77.44 CORNER 2.00 5.00 10.0 3 0.50 -1.70 28.01 -77.44 Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.03 Qhcc:.00256*V^2*Khcc*Kht*Kd - 41.19 psf MecaWind Std v2 . 2 . 7 . 5 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterpr:ses.com Date 1/7/2018 Project No. 17-314 Company Name JDG CONSULTING ENGINEER, LLC Designed By JOSE D. GARCIA Address Address Description HWL City N. MIAMI BEACH Customer Name MOYER State FL Proj Location MIAMI DADE COUNTY File Location: C:\Users\jgarc\AppData\Roaming\MecaWind\Default.wnd Input Parameters: Other Structures & Building Appurtances MWFRS (Ch 29) Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor - 0.85 Alpha 11.50 Zg - 700.00 ft 406606 At = 0.09 Bt 1.070 • ess• sees** • Am = 0.11 8m = 0.800009 80•••• • :15 • 0 •• Cc = 0.15 1 = 650.00•it••ee 0 `0 s0 0000:• Epsilon = 0.13 Zmin = 7.00 ft• B - Horizontal Dim. = 4.00 ft Ht- Grade to Top of Sign= 14.5CJ•?1!0s• • 0 0 sees•• W - Sign Depth = 3.00 ft S - Vertical Sign Dim. 0.13 fts•s s• • • • Bs- Ratio of B / S = 30.77 Sh- Ratio of S / Ht = 0.01 000000 see• sees• E - Solidity Ratio 100.00 $ Elb - Base Elevation .00 ft • e • • 0.0.0• Gust Factor Calculations 00 •0 • 0••00• Gust Factor Category I Rigid Structures - Simplified Method 000#0• • 0• Gust1: For Rigid Structures (Nat. Freq.>l Hz) use 0.e5 = 0.85 0 & e • ••••i• Gust Factor Category II Rigid Structures - Complete Analysis 000 0 • e •••e Zm: 0.6*Ht = 8.70 ft •• • •• • :9 • lZm: Cc*(33/Zm)^0.167 = 0.19 00#00 0 Lzm: 1*(Zm/33)^Epsilon = 550.22 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 0.96 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.91 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Design Wind Pressure - Other Structures Elev Kz Kzt qz W Pres Cf( 1.95) ft psf psf ------- ------- ------- -------- ----------------- 14.50 1.03 1.00 41.193 68.28 Note: W Pres Cf is Wind Pressure based on Cf(Force Coefficient) Figure 29.4-1: Wind Loads for Solid Signs & Freestanding Walls Cf - Force Coefficient = 1.95 Rd - Reduction Factor (1-(1-E)^1.5) = 1.00 Kz - 1.03 Kzt = 1.00 Qz - 41.19 psf Wind Pressure at Elevation 14.5 ft - 68.28 psf Notes: 1) Signs with openings comprising < 30% of gross area are considered solid signs 2) Force Coefficients for solid signs with openings shall be multiplied by Rd 3) Case C only applies when Bs >- 2 Distance from Cf Kz Kzt Qh Wind Pressure @ Distance leading edge ft Force Coeff. psf psf ---------------------------------------------------------------------------- From 0 to 0.1 4.17 1.03 1.00 41.19 146.01 From 0.1 to 0.3 2.57 1.03 1.00 41.19 89.99 From 0.3 to 0.4 1.97 1.03 1.00 41.19 68.98 From 0.4 to 0.5 1.69 1.03 1.00 41.19 59.17 From 0.5 to 0.7 1.63 1.03 1.00 41.19 57.07 From 0.7 to 1.3 1.01 1.03 1.00 41.19 35.36 > 1.3 0.55 1.03 1.00 41.19 19.26 RdC - Reduction Factor for Case C (1.8 - S / Ht) = 1.00 Note: When S / Ht > 0.8 then Cf must be multiplied by RdC. JOSE D. GARCIA Job Name:Moyer Residence CONSULTING ENGINEER.LLC. Job Address:9301 NE 12th Avenue CIVIL I STRUCTURAL 17440 N.E.4111h,Ave.North Miaml Beach,Fl 33182 Miami Shores,Florida 33138 Tel:(305)903-5706 Email:Jgarcla.pe@outlook.com Job Number: 17-314 FLA P.E.Licence No.78458 IC AH PTER 2 DESIGN LOADS PHOTOVOLTAIC MODULE SPECIFICATIONS -SNAPNRACK MODULE ATTACIIMENT t' HARDWARE t r'SNAPNRACK STANDARD RAIL ROOF SHEATHING,UNDERLAYMENT,' / "/ - ••••• • • ••••• AND ROOFING MATERIAL,TYP. F / 1 ^" • • •••••• i ROOF RAVIERT9(ROOF ATTACHMFNTsJ • • • • • SHOULD ALWAYS BE EMBEDDED INTO ROOF ; • • • •••••• RAFTERS STRUCTURAL MEMBERS t • • • -SNAPFAWCK STMIDOFF •• • WITH COPS FLASILING,TYP. PV Module Brand = See panel Cut Sheet Document Type= Solar Module Series= See panel Cut Sheet document PV Module Height(H)= 0.125 ft PV Module Width(W)= 3:33 ft PV Module Depth(L)= 5.42 ft Operating Weight(Wt)= 41.89 Ib All Structural calculations are made for worst case condition Lag bolts inside wind Zone 1&2 -Tributary Area=12 sf-Uplift Weighted Ave.for pressure= 56.35 psf Page 5 i JOSE D. GARCIA Job Name: Moyer Residence CONSULTING ENC4NEER.LLC. Job Address:9301 NE 12th Avenue CIVIL/STRUCTURAL Miami Shores Florida 33138 17440 N.E.4th.Ave.North Mlami Beach,Fl 33182 Tel:(305)803.5700 Emall:Jgarcla.pe@oIAlook.com Job Number:17-314 FLA P.E.Licence No.78458 FIND UPLIFT FORCE(U) Tributary Area(worst case,Panel in wind zone 1) (At)= 3'x 4'= 12 sf each connection (lag bolt group) Panel weight(PW)=Wt/A each panel= 2.32 Ib/sf Weighted Ave.for pressure(Wu)= 56.35 psf Net Uplift Force = U = (Wu - PW) 54.03 psf FIND TOTAL TENSION APPLIED TO EACH T6NNECTION{Tt) •"'•• ••••:• .. ...... . .. ...... Safety Factor=FS= 1.67 660:00 • �••••� 0006 00 • • • 6 0 • . e Total Tension = Tt = SF * U * At 1082.78 Ib •••• • •• ••6•- ...... . . ..... FIND TENSION APPLIED EACH SCREW(Tscrew)W� •. Number of screws per connection(#screws)= 2.00 u : see e • 00 'e Tension each screw= Tscrew = Tt / # screws = 541.39 Ib/per screw with wind load in tension FIND LATERAL FORCE(Ph) Lateral Wind Pressure W= 68.28 psf (Taken from Wind Load Calc's) Lateral Trib. Area(worst case,Panel in wind zone 2)= 14'X 0.125'= 0.5 Isf each connection Lateral Force=Ph=W*At= 34.14 Ib ('FIND SHEAR STRENGTH APPLIED TO EACH SCREW(Vscrew} Number of screws per connection(#screws)_ 2.00 u Safety Factor= 1.67 Shear each screw = Vscrew = Ph * SF / # screws = 28.51 Ib/per screw Page 6 JOSE D. GARCIA Job Name: Moyer Residence CONSULTING ENGINEER,LLC, Job Address:9301 NE 12th Avenue CIVIL I STRUCTURAL i Shores,17440 N.E.4th,Ave.NorthMiamores MlarM Beach,A 33182 , F lorida 33138 Tel:(305)903-5708 Entall:Jgarcla.peaoutlook.00m Job Number:17-314 FLA P.E.Licence No.78458 CHAPTER 3: DESIGN OF SCREWS CONNECTING PV MODULES TO EXISTING STRUCTURE ``�.. w..-.SNAPNRACK STANDARD RAIL ,,--SNAPNRACK i� CHANNEL NUT SNAPNRACK—.. ,: • STANDOFF CLAMP -' ,V1j SNAPNRACK RUBBER @= 3 RAIN COLLAR INSTALLS OVER TOP OF FLASHING SNAPNRACK STANDOFF SHAFT HD(VARIOUS SIZES INCLUDING 7,9.5, 12,AND 18"SHAFTS) LAG SCREW IS TYPICAL FOR SECURING STANDOFF `•, \ BASE TO ROOF RAFTER, 2.5"MIN EMBEDMENT INTO •••• RAFTER TYP. + `. `` '.,,�4 • • ••••• •••••• /' it � • • • • SNAPNRACK STANDOFF— BASE TANDOFF BASE HD,6-HOLE ' •••••• • •• •••••• •ease* • • • •••••• • • 000000000* •••• _ """'-_-SEAL PENETRATION AND•••••• • • f UNDER BASE WITH • • • • APPROPRIATE • • •••••• •••••• ROOF SEALANT • • • • • •••••00 0 • • f a Fp, IF 2 LAG SCREWS ARE USED, • • • LOCATE SCREWS IN OPPOSITE •• • CENTER HOLES ON BASE ROOF RAFTER ORY,ti STRUCTURAL MEMBER �tl;F `-ROOF DECKING TYP. SNAPNRACK STANDOFF MOUNTING POINT FOR USE ON ALL ROOF SURFACES USING(2)LAG SCREWS PER CONNECTION at 4"o.d. Diameter= w 5/16 in Minimum thread penetration= 2.5 in Existing structure=2"X 4"wood trusses at 24"o.c. Page 7 JOSE D. GARCIA Job Name:Moyer Residence CONSULTING ENGINEER,LLC, Job Address;9301 NE 12th Avenue CIVILSTRUCTURAL Miami Shores Florida 33138 17440 N.E.4th.Ave.North Miami Beach,Fl 33182 � Tel:(305)903-5706 Email:Jgarcia.pegouttook.00m Job Number: 17-314 FLA.P.E.Licence No.78458 LAG SCREW DESIGN I NATIONAL DESIGN SPECIFICATIONS FOR APPLICABLE CODE(S) WOOD CONSTRUCTION(2015 EDITION) FLODIDA BUILDING CODE 5TH EDITION SOUTHER PINE EXISTING SPECIES COMBINATION (2" x 4" WOOD truses @ 24 in o.c.) SPECIFIC GRAVITY(G)(TABLE 12.3.3A) G =0.55 LAG SCREW DIAMETER 5/16 DESIGN VALUES WITHDRAWAL LATERAL PRELIMINARY DESIGN VALUE 307 LB/IN(Table 12.2A) 140 LB(table 127) LAG SCREW THREAD PENETRATION(MIN.) FOR A 3" LENGTH SCREW 2.5" ."". (APPENDIX L- TABLE 1-2) • PRELIMINARY DESIGN VALUE 767.50 Ib ..... .. ...... Cd- LOAD DURATION FACTOR 1.6 1.6 ""' ' :..•.: (SECTION 2.3.2) •• • .. . .. ..... Cm- WET SERVICE FACTOR 1 1 ..•.. •• •• (TABLE 11.3.3) •• •• Ct- TEMPERATURE FACTOR • • T< = 100 F 1 1 :"•�' • (TABLE 11.3.4) •• •• ' Cg- GROUP ACTION FACTOR N/A 0.98 Cc- GEOMETRIC FACTOR N/A 1 (SECTION 12.5.1) Ceg - END GRAIN FACTOR 1 1 (SECTION 12.5.2) Cti - DIAPHRAGM FACTOR N/A 1 (SECTION 12.5.3) Ctn - TOE NAIL FACTOR 1 1 (SECTION 12.5.4) LAG SCREW PENETRATION FACTOR N/A N/A FINAL DESIGN VALUE 1,228 Ib 219 Ib (TABLE 11.3.1) SCREWS NEEDED 0.44087 = 1 1 0.1302 = I SCREWS PROVIDED 2 MINIMUM EDGE DISTANCE REQUIREMENTS L/D = 2.5"/ 5/16" = 8 AND 8>6 FOR SCREWS WHEN L/D>=6 REQUIRED SPACING= 1.5 * D = 0.47" (TABLE 12.5.1C) PROVIDED = 1.0" MINIMUM SPACING REQUIREMENTS L/D = 2.5 / 5/16" = 8 AND 8>6 FOR SCREWS WHEN L/D >= 6 REQUIRED SPACING= 5 * D = 1.56" (TABLE 12.5.1D) PROVIDED = 2.5" Page 8 JOSE-D. GARCIA Job Name:Moyer Residence CONSULTING ENGINEER,U.C. Job Address:9301 NE 12th Avenue CIVIL/STRUCTURAL iSh 17440 N.E.4th.Ave.North Miami Beach,Fl Miami ores Florida lorida 33138 Tel:(3o5)B03-570e Emall:jgarcla.pMoutlook.00rn Job Number: 17-314 FLA P.E.Licence No.75459 CHAPTER 4: BACKWARD CALCULATIONS TO DETERMINE MAXIMUM WIND LOAD CAPACITY One lag screw with 2.5"penetration into SYP= 307 Win* 2.5 in=767.50 lbs(withdrawal) Two screws with short term wind load= 2 screws*767.50 Ib*1.6 = 2,456 Ib 2 screws have capacity of 2,456 lbs upward in tension Tributary area for the worst case.Zone 2 PV panels= 12 sf Net uplift wind load =W= 2,456 Ib /12 sf W= 204.67 psf Net Uplift That is why(2)lag crews (5/16" din,)with 2.5" penetration to SYP at 12 sf tributary area per group ••'•'• " of screws)have a wind load capacity of= 204.67 psf(Net Uplift) •' " 0000:0 • • • • 0.0.00 • •• 0000•• Actual wind load with 175 mph at 10 sf area 0000*0 0000•• Zone 1= 44.49 psf OK 000060 Zone 2 = 77,44 psf OK •••• •• •••.• . ..•.•• . • ..... Zone 3 = 77.44 psf OK .•'••' 0000' s••••• • • • . • ..•.•• CHAPTER 5: VERIFICATION EXISTING STRUCTURE.WILL ACCOMMODATE A ISD;I• NAL.: • •• DEAD LOAD Existing structure superimposed load(estimated design load): Dead load = 25+10=35 psf Live load = 30 psf Photovoltaic module operating weight= 2.32 psf Safety Factor= 2 Additional dead load = 2.32 psf* 2 =4.64 psf 4.64 < 25 Page 9 JOSE D. GARCIA Job Name:Moyer Residence CONSULTING ENGINEER.LLC. Job Address:9301 NE 12th Avenue CIVIL/STRUCTURAL iShFlorida 1Miami ores 7440 N.E.4th.Ave,North Miami Beach,FI 33102 33138 Tel:(305)903-5708 Emall:Jparcla.pe@outlook.00m Job Number:17-314 FLA.P.E.Licence No.78458 C` HAPTER 6: WIND PRESSURE ACTING ON THE PROPOSED PANELS�� All Structur I ca nlculations are made for worst case condition Panels encroaching in wind zones 1 and 2 Taken from sheet 5-2 - PV Modules Layout 0000 i �, • • EXIST. • • 0000 •••�•• • • • • i •• • •• • • /, • • • •• z EI % 0000•• • •• •••0• 0000•• • • • 0.000• 0000 •• • • • _ • • . • 0000 • ••• ••0•.0 90:09• PERCENT OF AREAS DISTRIBUTION (A) - WORST CASE CONDITION. •••00• .. •. . .•..000 Panel area inside wind zone 1 : 64 % = 11.52 sf •••••• . 0 Panel area inside wind zone 2 36 % = 6.48 sf :•••;• 0.00•• • Panel area inside wind zone 3- 0 % = 0.00 sf '••• 0 •• • • 0 • Total= 100 % = 18 sf •• • WIND LOAD VALUES WITH 175 ;mph AT A 10 sf AREA (PF71 Zone 1= 44.49 sf Zone 2= 77.44 sf Zone 3= 77.44 sf CALCULATION OF THE WEIGHTED AVERAGE FOR PRESSURE ACTING ON THE PANELS (Pave) Pave=(A1%*P1)+(A2*/o*P2)+(A3%*P3) 100% Pave= 56.35 psf PROPOSED PANEL (PROPERTIES FOR SYSTEM DESIGN) Panel type: (See panel Cut Sheet attached with the original set of plans) MITI .1. 00iff. Page 10 r I powered by . •.•• •...•. . . . •. •.•.• . . . . ...... The new high-performance module is the ideal solu- tion for residential buildings thanks to its innovative: cell technology • The world-record cell design was developed to achieve the best performance under real conditions—even with low radiation T intensity and on clear, hot summer days. fi �l O.ANTUM ULTRA TECHNOLOGY:LOW LEVELIZED COST OF ELECTRICITY 'y Higher yield per surface area and lower BOs costs and higher power classes and an efficiency rate of up to 18.6%. INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields,whatever the weather with excellent low-light and temperature behaviour. ENDURING HIGH PERFORMANCE X11 Long-term yield security with Anti-PID Technology', Hot-Spot Protect and Traceable Quality Tra.QTm. EXTREME WEATHER RATING to%ter High-tech aluminium alloy frame,certified for Toa BRAND r, ANTi ND UN—Gy high snow(5400 Pa)and wind loads(4000 Pa). f 2016 J MAXIMUM COST REDUCTIONS '/ Up to 10%lower logistics costs due to higher module capacity per box. O A RELIABLE INVESTMENT o cY T taa Dasa em rarm�Wn• Inclusive 12-year product warranty and 25-year linear „" performance warranty2. io.eoo3258a APT test conditions:CeUs at-1500V against grounded,with conductive metal foil covered module surface, 25°C,168h ? See data sheet on rear for further information. THE IDEAL SOLUTION FOR: 0"'ofwpa�'ays onresotlentiabuildings Engineered in Germany CELLS MECHANICAL SPECIFICATION Format 1670mm x 1000mm x 32mm(including frame) 1Sg gyps M- Weight 18.8 kg _ Front Cover 3.2 mm thermally pte-stressed glass with anti-reflection technology r�P+ Back Cuvei Composite film •'�� Frame Black anodised aluminium F *' uw MY k t®sr Cell 6 x 10 monocrystalline Q.ANTUM solar cells Junction box 66-77 mm x 111-90 mm x 15-19 mm Protection class 1P67,with bypass diodes Cable 4mm2 Solar cable;(+)1000mm,(-)1000mm $ .a0i�4gi YgEYxq t Connector Multi-Contact MC4 or MC4 interrnateable,IP68 * �„ •••••• ELECTRICAL CHARACTERISTICS a• •••••• • POWER CLASS • 295 30C 900000 • • • MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC'(POWER TOLERANCE+5W!-OW) 00419 00 0 •••••• Power at MPP' Pg 295 300 •••• •3 •• 06:06e Short Circuit Current* Is° 9.70 9'77 000000 •9'84 • 00900 fi • • ••• e Open Circuit Voltage* Vpr 39.48 39.76 •• •• •••••• Current at MPP* 6P 9.17 9.26 •••••• 9.35• •• Voltage at MPP* V,PP 32.19 32.41 • 32.62 • 000000 Efficiency' R 217.7 218.0 • • �1t3!J••• • • MINIMUM PERFORMANCE AT NORMAL OPERATING CONDI7iuNS.NOC' • • • •••••• Power at MPP' Pr•g 218.1 221.8 M5.5• • e Short Circuit Current' 1. 7.82 7.88 7.94 Open Circuit Voltage* Ygr 36.92 37.19 37.46 Current at MPP* 7.20 7.27 7.35 Voltage at MPP* Vg„ 30.30 30.49 30.67 11000 WtrW,25`C,spectrum AM 1.5G 'Measurement toterame STC x3%;NOC x 5% 1800 WW,NOCT,spectrum AM 1.5G -typical values,actual values may differ 0 CELLS PERFORMANCE WARRANTY PERFORMANCE AT tot`:IRRACIANCE o pa ------- ---1-----'i _ At least 97%of nominal power during � e... _ firsyea.Thereafter max.0.6%degra- dation per year. _________""---------°-"-_-- At �z=- i least 92%of nominal power up to TJ 10 Years. o --""-""'-----"---- At least 83%of nominal power up to 25 years. g All data within measurement tolerances. « Fun warranties in accordance with the warranty terms of the Q CELLS sales IRRADIANCE I WW _ organisation of your respective countrY. „ Typical module performance under tow irradiance conditions in - -ec comparison to STC conditions(25*C,Io00WAI')- TEMPERATURE COEFFICIENTS Temperature Coefficient of Isp a (%/KJ +0.04 Temperature Coefficient of Vp, R [%/Kl -0.28 Temperature Coefficient of PN,P y 1%/K1 -0.39 Noymal Operating Ceil Temperature NOCT 1°Cl 45 f' ( t c Maximum System Voltage V_ 1V] 1000 Safety Class 0 Maximum Reverse Current 1, tAl 20 Fire Rating C Wind/Snow Load [Pal 4000/5400 Permitted Module Temperature -40°C up to+85'C (Test-load in accordance with IEC 61215) On Continuous Duty , QUALIFICATIONS t CERTIFICATES PARTNER �c ~ VDE Quality Tested,IEC 61215(Ed.2);IEC 61730(Ed.1),Application class A This data sheet complies with DIN EN 50380. `s _ avE CE NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use of this product. _ Ha•wha OCELLS GmbH Sonnenallee 17-21,06766 Bitterfeld-Wotfen,Germany 1 TEL+49 03494 66 99-23444 1 FAX+49(0)3494 66 99-23000 1 EMAIL sates®q-cells.com I W Ee www.q-cells.com .� Engineered in Germany OCELLS ti • .- solar - _� • SolarEdge Power Optimizer Module Add-On For North America . . .... .... P300 / P320 / P370 / P400 / P405 •••:•• '••• • •pgwerp , a 25. ats �j�.. �wacranH F yo oa °•�anWO PV power optimization at the module-level — Up to 25%more energy — Superior efficiency(99.5%) — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading - Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety USA-CANADA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL-TURKEY-SOUTH AFRICA-BULGARIA-INDIA www.solaredge.us SO l a r : T@ :. SolarEdge Power Optimizer Module Add-On for North America P300/ P320/ P370/ P400/ P405 P300 P320 P370 P400 P405 (for higher-power i (for 60-cell mod- (for high-power (for 72&96-cell (for thin film 60 and 72-cell .les) 60-cell modules) modules) modules) modules) —L-- INPUT Rated Input DC Power�1 300 320 370 400 4058 " W ............................... ...................... ...................... ...................... ................... ............. Absolute Maximum Input Voltage 48 60 80 •'' 'i 125•�•"�"• Vdc••••(Voc at lowest temperature) ...................... .. ...........I..................... . ..... .............•••• • MPPTOperatingRange 8-48 8-60 8-80 •• ***12.5-105 •• Vdc•••••• ................... Ran....................... ...................... ...................... ...................... ...................... �..................... .............. Maximum Short Circuit Current(Isc) 10 11 •QOa•• • Ada • ..................I........................ ...................... ............................................. ............................................. .........s'sW••• Maximum DC Input Current 12.5 13;75 &161 •• • Adco • .......................................... ........ ..................... ......I..........y........•........•...�.... Maximum Efficiency 99.5 ..........................••••..........l....•• ....%6 6!.•• ............................................... .............................................................. .... . Wei&"e fficiency 98:8................ •••••• •......• .....%.,:,••• ............................... Overvoltage Category II •• •• • •••••• OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) • Maximum Output Curr nt 15 ; • ; Adc• .................................... ........... Maximum Output Voltage 60 • 85""' Vdc. OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE iN1/ 1E OFF) •••••• Safety Output Voltage per Power 1 •••&• Vdc Optimizer STANDARD COMPLIANCE EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 ............................................... ...................................................................... ........................... ............... Safety ....................IEC62109-1(class It safety),UL1741 ................... .............................................. ..................................... .............. RoHS Yes INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000Vdc ............. . Compatible inverters All SolarEdge Single Phase and Three Phase inverters 152x35/ 128x152x50/ 128x Dimensions(W x L x H) 128x152x27.5/5x5.97x1.08 Sx5.97x1.37 Sx5.97x1.96 mm/in ............................I...............I.. ...................................................I................ ...................... ...................... .............. ..Weight(including cables) 630/1.4 750/1..7...... 845/1.91..... .,,gr. Ib.... Input Connector MC4 Compatible MC4/ MC4 Compatible Amphenol AH4 .....................I......................... ................................I............ ...................... ............................................. .............. Double Insulated; Output Wire Type/Connector Double Insulated;MC4 Compatible MC4/ Double Insulated;MC4 Compatible Amphenol AH4 ........................................ ............................................. .................... ............................................. .............. Output Wire Length........................ .................0,95/3.0................. .......................I.....1.. .3:9............................. ...M./.ft.... Operating Temperature RanP........ ............................................-40-+85/-40-.+185............................................ ....�/.`F.... Protection Rating IP68/NEMA6P .................. . ............................................. ............................................ .............. Relative Humidity .................................................... ..1�....... .....�0.... ............................................. . ISI Rated STC power of the module.Module of up to+5%power tolerance allowed. PV SYSTEM DESIGN USING SINGLE PHASE SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTEIi HD-WAVE Minimum String Length g 10 18 (Power Optimizers) ........................ ......................................................... ............................ ............................ .............. Maximum String Length 25 25 50 (Power Optimizers)....................... ................... ... 5700(6000 with Maximum Power per String 5250 6000 12750 W ........................... .............. Parallel Strings of Different Lengths Yes or Orientations ..................I............................ ................................................................................................................... .............. 1�1 For detailed string sizing information refer to:http://www.solaredge.com/sites/default/files/string_sizing-na.pdf. 131 It is not allowed to mix P405 with P300/P370/P400/P600/P700 In one string. FCE ON ca SolarEdge Technologies,Inc.All rights reserved.SOLAREDGE.the SolarEdge logo,OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies.Inc.All other trademarks mentioned herein are trademarks of their respective owners.Date:03/2017 V.02.Subject to change without notice. X solar - • • • SolarEdge Single Phase Inverters For North America SE3OOOA-US / SE38OOA-US / SE5OOOA-US / SE6OOOA-US / '••` •• SE760OA-US / SE1O000A-US / SE114OOA-US •••�•• •• •` • \,vertex, • • • , 1225 dears •• • •. • , wacca��1 ; i w• • .,m L I- } The best choice for SolarEdge enabled systems Integrated arc fault protection for NEC 2011 690.11 compliance Rapid shutdown for NEC 2014 690.12 Superior efficiency(98%) Small, lightweight and easy to install on provided bracket Built-in module-level monitoring Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter, DC/AC conversion only Pre-assembled Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1 USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-UK-ISRAEL www.solaredge.us f � solar=@ * Single Phase Inverters for North America SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE10000A-US/SE1140OA-US SE3000A US SE380OA-US SE5000A-US SE6000A-US I SE760OA-US SE10000A-US I SE11400A-US OUTPUT Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA .............. .10000�1a 240V. .................. . Max.AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA ............I.............................. ................ ............... .5450, 240V. ................ ................ .10950,@240V. .................. ........... AC Output Voltage Min.-Nom:Max.ili 183 208-229 Vac ....... . •••.• ......... ............. ................ ............... ................. ................ ................ .................. .... .. .. AC Output Voltage Min. -Max.(') y ••• .�••• •990:9 211-240-264 Vac •• • •• • • ........................................... ................ ............... ................. ................ ................ .................. ACFrequencyMin.-Nom:Max1�1 59.3 60 60.5 9999•• • •• Hz••••:• ...................... ................ 24 @ 208V 48 Q•2Q • • • • Max.Continuous Output Current 12:5 16 21 240V 25 32 42 V 47.5 A•••••• @.......... . @�4a... ......,........ .......... • ...................................... • • • • • A GFDI Threshold ..............1...............................0.0.00•.........9...0.9.. ......9•••• ........................................... .............................................. Utility Monitoring,Islanding Protection,Country Configurable Thresholds Yes Yes • - INPUT • • 9999•• •• Maximum DC Power(STC) 4050 5100 6750 8100 10250 13500 15350 W •••:• g................. ................ ............... ................. . ....... Transformer-less,Ungrounded Yes • •i•i • • ...........................................................................................•........•0000...y......•... ...Vd00.0% Max.Input Volta a 500 •••••• Nom.DC Input Voltage 325 @ 208V/350 @ 240V • • • Vd:a•••• 16.5 @ 208V 33 6"8V • •• • • • Max.Input Current(') 9.5 13 18 30.5 23 Sg.�••• Adc 15;5, 240V 240V Max.Input ShortCircuit Current 45 Adc ........................................... .......................................................................................................................... ........... Reverse-Polarity Protection Yes Ground-Fault Isolation Detection 600ku Sensitivity ......................................... ................ ............... .. .. ........... Maximum Inverter Efficiency 97.7 98.2 98.3 98.3 98 98 98 % .. .. ............... ........ ........ ................ .............. . .................. .................. .. CEC Weighted Efficiency 97.5 98 97 @ 208V 97.5 97.5 97 @ 208V 97.5 % ...............I....................... ................ ............... ...98 P.240V.. ................ ................ ..97.5240V00 ......0........... ......0.... Nighttime Power Consumption <2.5 <4 W ADDITIONAL FEATURES Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) ..............P ............................................................... ........... Revenue Grade Data,ANSI C12.1 0 tionall3l ...P..................................... .......... Rapid Shutdown—NEC 2014 690.12 Yes STANDARD COMPLIANCE Safety UL3741,UL16998,UL1998,CSA 22.2 ........................................... .......................................................................................................................... ........... Grid Connection Standards IEEE1547 ........................................... .......................................................................................................................... ........... Emissions FCC partly class B INSTALLATION SPECIFICATIONS AC output conduit size/AG range 3/4"minimum/16-6 AWG 3/4"minimum/8-3 AWG DC input conduit size/#o.f strings/ 3/4"minimum/1-2 strings/16-6 AWG 3/4"minimum/1-3 strings/ AWG,range...........I................. ............. AWG............. . Dimensions with Safety Switch 30.5 x 12.5 x 10.5/ in/ 30.5x12.5x7.2/775x315x184 HxWxD 775 x 315 x 260 mm Weight with Safety Switch 51.2/23.2 54:7/24.7 88:4/40.1 Ib/kg .........................I...... .......... ..... ................ ....... ................... ........ Natural convection Cooling Natural Convection and internal Fans(user replaceable) fan(user ............................... ...................................I............................... .replaceable). . .................................... ........... Noise <25 <50 dBA ....................................... ................................................................... ...................................................... ........... Min._ ax.Operating Temperature -13 to+140/-25 to+60(-40 to+60 version available(4) F/•C ..Ran e Protection Rating .. NEMA 3R ........................................ ....... ................................................................................................................. ........... (rl For other regional settings please contact SolarEdge support. Ah igher current source may be used;the inverter will limit its input current to the values stated. (i)Revenue grade inverter P/N:SEnz A-1.15000NNR2(for 7600W inverter:SE7600A-1.15002NN112). 101-41 version P/N:SEp A-USOOONNU4(for 7600W inverter.SE7600A-US002NNU4). suns�c ROHS C So larEdge Technologies,Inc.All rights reserved.SOLAREDGE, logo,OPTIMIZED BY SOLAREDGE . . .... ...... ...... . .. ...... .... . .. ..... ...... . . ..... INSTALLATION AND OPERATION MANUAL � r Valid for Africa, Asia, Europe, Latin America,South America CELLS Engineered in Germany ■ OF r INTRODUCTION With solar modules from Hanwha Q CELLS GmbH(hereafter - -- 1 INTRODUCTION 3 referred to as"Q CELLS")you can directly transform the { Beware of possible danger or damage. Categories: sun's limitless energy into environmentally-friendly solar r Danger:Risk of fatal injury 2 PLANNING 5 electricity. ® } • Attention:Risk of serious injury In order to ensure the maximum performance of your Q CELLS or damage to 2.1 Technical specifications 5 � g property solar modules,please read the following instructions care- • Note:Risk of damage to product 2.2 Requirements 6 fully and observe all guidelines.Non-compliance may result in damage and/or physical injury. Safety Regulations 2.3 Mounting options 7 In particular the installer as well as the operator of a This installation and operation manual (hereafter also module is responsible for compliance with all applicable 2.4 Electrical layout 10 referred to as the "Manual") provides instructions for statutory requirements and regulations. 3 INSTALLATION 11 the,safe installation and operation of crystalline solar 4 Unless otherwise specified by any laws or regulations, modules. the following stipulations must be upheld at all times 3.1 Safety and transport 11 4 Please read these instructions carefully before proceeding during the installation,operation,and maintenance of with your installation. the solar modules: 3.2 Preparation of installation 13 4 Please retain these instructions for the life of the solar a This manual. modules. • Other applicable stipulations(such as country-specific 3.3 Module installation 14 4 Please ensurethatthis Manual is available to the operator regulations for pressure equipment,operational safety, at all times. hazardous goods,and environmental protection). 4 ELECTRICAL CONNECTION 15 i This Manual should be given to all subsequent owners a Regulations and requirements specific to the system. or users of the solar modules. 4.1 Safety 15 Al,supplements received from the manufacturer should • Any applicable laws and requirements, particular international, country specific, regional laws and 4.2 Electrical installation safety 16 be included, stipulations governing the planning,installation,and 4 Please observe all other applicable documents. �If our operation of solar power systems and work on roofs. 4.3 Connection of modules 17 y questions are not satisfactorily answered a Any valid international,national and regional regulations in the manual,please contact your system supplier. governing work with direct current,especially those 4.4 After installation 18 applicable to the installation of electrical devices and Additional information can be found on our website at systems,and regulations issued by the respective 5 GROUNDING 19 www.gcells.com. energy provider governing the parallel operation of 6 FAULTS AND DEFECTS 19 Intended Use solar power systems. • Any international, country specific and regional This manual is valid for Africa, Asia, Europe, Latin 7 DISPOSAL 19 America, South America. These instructions contain accident-prevention regulations. 8 MAINTENANCE AND CLEANING 20 regarding g quality Other applicable stipulations provided by the relevant information re ardin the safe handling and use ofnational institutions regarding safety in the installation crystalline solar modules from (]CELLS and for their and operation of electrical items. For example, in installation,mounting,wiring,maintenance and disposal. Germany the Bau-Berufsgenossenschaft (German Symbols and Labels institution for statutory accidence insurance and The following symbols and labels are used throughout the prevention in the building trade). Manual for ease of use. Qualified&Skilled Personnel ��vv��►ry;��''r�.. Both, the installer and operator are responsible for sagu4ttyv}• • • • • •insuring that installation (including connection to the • .s • grid), maintenance and"dismantling are carried out by PiScedure withbne dAloreRsteps. • •1 • trained and qualified specialists with approved training 00 •- • • •—•_•—• -• certificates(issued by a state or federal organization)for Lists of items. the respective specialist trade. --� Ensure that when carrying out a pro- Electrical work may only be performed by an officially O �)cedure,you check the results of said certified tradesperson in accordance with the stipulations •$Wcedll�! 000 ••4111, •1: illi able in the relevant country with regard to norm and— • •_ •_ • • • •egulations(in Germany e.g.DIN norms,VDE regulations) DOCUMENT REVISION 03 1'• - '�• •3 • • •• • •nd•the stipulations of the local grid operator and/or This Manual is valid for Africa,Asia,Europe,Latin America and South America as of February P 2016 for •,P�hibit•dg •• • • •� • � QPRO'G4.X.QPRO EC-G4.X,O.PRO BFR.G4.X,O.PLUS BFR-G4.X solar modules,and replaces all earlier versions. y • • • • emergy provider. This installation manual is valid fix all module versiom of generation G4.The X in the module name indicates the product version(0-9). Technical parameters and the design are subject to change.The date sheets and customer Information valid at the point in time when the relevant module was manufactured apply to the Installation,mounting,and maintenance procedures for the respective solar modules, 009 • • • • ••• • • 2 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4(04)—HANWHA Q CELLS GMBH—EN INSTALLATION AND&'ERATIA MA9UAL$$LAS MULES GENERATION 4(G4)—HANWHA Q CELLS GMBH—EN 3 • •• •• • • • •• •• ••• • • • ••• • • OINTRODUCTION ©� 2.1 Technical specifications Validity For additional information see the relevant datasheet of the module provided at www.gcells.com. These instructions are only valid for crystalline solar modules from the company Q CELLS.Q CELLS assumesr •i r •• no liability for damage resulting from failure to observe { these instructions. �TYPe Polycrystalline �_ `wQ.ANTUM 4 Please observe the wiring and dimensioning of the !Area[mx] 1.67 1.67 system. � Frame height[mmm] 32 � 32 4 The installer of the system is responsible for compliance with all necessary safety regulations during set-up and Weight[kg]�._r 18.8 � i 18.8 1 installation. Max.system voltage Vm M 1000 - 1 000 QCELLS assumes no liability on the basis of these TM +� .20 ax.reverse current[A] 20 instructions. QCELLS is only liable in the context of contractual agreements or in the context of accepted Permissibk temperature range -40'C to+85°C(-40°F bis+185°F) guarantees.QCELLS accepts no other responsibility for sF �e y ��tion trox protection class IP67 with bypass diode unc the functionality and safety of the modules. r motor•protection class IP68 f�IP68 I i Please observe the instructions for any other sys- tem components that may be part of the complete Fre protection class C A C solar power system.It may be necessary to carry out a �Snow load[Pa]` 5400 � 540r 0 structural analysis for the entire project. Wind bad[Pall T 4000- i 4000 — - Certificates VDE Quality Tested2;CE-compliant;IEC 61215(Ed.2)see page 9 et sqq.; Additional information for the Operator IEC 61730(Ed.1)Application Class A w 4 Please keep this manual for the entire life of the solar `Test-load in accordance with IEC 61215 '-except O.PRO EC-G4.X J power system. - 4 Please contact your system supplier for information concerning the formal requirements for solar power systems. 4 Please be sure to contact the relevant local authorities and energy providers regarding regulations and permit requirements prior to installation of the solar power system.Your financial success depends on the fulfillment ��----- of these requirements. Other applicable documents In addition to this Manual following technical information + 4.n...r..r are relevant: r Fig.1: External dimensions(in mm)and components for {I Product dab sheet Q.PRO-G4.X,Q.PRO EC-G4.X,Q.PRO BFR-G4.X,Q.PLUS BFR-G4.X Packaging attd transport infonnaUon ....a ••i i l i i • • ••• ••• ••• ••• • LI see J* Fig.2: External dimensions(in mm)and components for Q.PRO-G4(with 1170 mm fastening point distance) ••• • • • • ••• • • 4 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4(G4)-HANWHA 0 CELLS GMBH-EN INSTLLATIN JWO 11PE4114 MAJUAL$OLAS MOULES GENERATION 4(G4)-HANWHA 0 CELLS GMBH-EN 5 2.2 Requirements 2.3 Mounting options Installation Site Clamp System Requirements Fig.3: Installation options for crystalline Q CELLS modules.All dimensions are given in mm.Also observe the Please note the following guidelines that apply to the Use customary clamps that satisfy the following require- allowed static loads and clamping range as specified on the following page. installation site: ments: The illustrated installation options apply for both horizontal and vertical module orientation. • The modules have been tested according to IEC 61215 • Clamp width:240 mm. 0 Module 0 Clamp ,Subconstruction Mounting profile for operation in a temperate climate. • Clamp height compliant with a 32 mm frame height. • Solar modules are not explosion-proof and are not suitable • Clamp depth:7-12 mm. for use in explosive environments. • Clamps are not in contact with the front glass, kill k k1 4 Do not operate solar modules near highly flammable gas • Clamps do not deform the frame. 1 and vapors(e.g.gas tanks,gas stations). • Clamps that satisfy the structural requirements of the INSTALLATION 4 Do not install modules in enclosed space. installation site. WITH CLAMPS Q•PRO-G4.x P Q.PRO EC-G4.X m-•so 2so-4sa 4 Do not install modules in locations where they may be • Long-term stable clamps that securely affix the module Q.PRO BFR-G4)( submerged in water for lengthy periods(e.g.floodplains), to the mounting frame. Q.PLUS SFR-G4.X 4 Do not use modules as a substitute for the normal i I roofing(e.g.modules are not rainproof). Module Orientation Requirements i 4 Do not install modules in close proximity to air conditioning • Vertical or horizontal installation is permitted. systems 4 Ensure that rain and melting snow can run off freely. The solar modules are designed for the following applica- No water accumulation. tions: 4 Ensure that the drainage holes in the frame are not -- • Operating temperatures from-40°C to+85°C covered.No sealing. HY6RIB CLAMPING Q.PRo�caX 7' (-40 of to+185°F). O.PRO EC-G4.X • Wind loads up to max.4,000 Pa and snow loads up Q.PLUS BFarb.x i to max.5,400 Pa(Test-load in accordance with IEC 61215,see chapter 2.3 mounting options). • Installation using a mounting frame for solar modules. Prevention of Shadowing Effects -�• Optimal solar irradiation leadstomaximumenergyoutput: � y o, 4 For this reason,install the modules so that they face INSTALLATION ON MOUNTING Q.PRO-G4X• the sun. POINTS Q.PRO EC-G4.X 4 Avoid shadowing(due to objects such as buildings, Q.PROBFRG4X a4s a.s 1 �, Q.PLUS BFR-G4.X chimneys or trees). � i� 4xFastvning 4 Avoid partial shading(for example through overhead tt poinb lines,dirt,snow). it Mounting Frame Requirements FBI The Modules shall be installed and operated on mounting frames that comply with any applicable laws and stipula- INSTALLATION tans as well as with the following: Q.PRo Eaoa.x WITH INSERTION O•PRO-G4.X 4 Maintain the permissible angle of PROFILES NOT PERMITTED • Conform to the necessary structural requirements. Q.PRO BFR.G4X inclination. Q.PLUS BFR.Q4.x • Compliant with local snow and wind loads. • Minimum angle of inclination:3° • Properly fastened to the ground,the roof,or the fagade. • Maximum angle of inclination:75° • Forces acting on the module are relayed to the mounting 4 Follow the directions for installation angles<5°("Grounding",p.19) •• ••s • 1• • • •• substructure. • • •d• .0. • • • 't • Ensures sufficient rear ventilation of the module. • • •• • • • • • • Guarantees long-term stability. • •• • • • • ••• • • Avoid the usage of different metals to prevent contact •• ••• •• + • • •• R' W2 corrosions. --a- -� - - - • Allows for stress-free expansion and contraction due to 'Note:please check Q.PRO•G4 module version for fastening point distance(long edge with 980 mm or 1170 mm possible)) temperature fluctuations. 75' —0-00410-04111,111-961111-60J 07—0 _ -- - 4 Ensurethat no mechanical stresses(e.g.,caused byvibrations, I !• 0 T 0 0 0 •• •• twisting,or expansion)are generated on the module. +�Q. • • • • • • • • • 4 Ensure that the clamps and the mounting frame areo•• :• :• 000 ••• ••• compatible. '' ••• • • • • ••• • • 6 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4(04)-HANWHA 0 CELLS GMBH-EN INS1:LLAT9N g11D 1PEA1I9 MANUAL OLAI M J)ULES GENERATION 4(G4)-HANWHA G CELLS GMBH-EN 7 • •• •• • • • •• •• ••• • • • ••• • • ©� Mountingoptions ©� 2.3 Mounting options Specifications ' ® t r r'i MOUNTING OPTION CLIWrAuaT r• r t•r Ensure,that the subconstruction does not run below the junction box. Q PR0-G4.X CLI Push +_250-350 2700 ` Q.PRO EC-G4.X +9 """ 4 Ensure,that the connection cables of the junction tax don't run between laminate and substructure. Q.PRO BFR-G4.X >350-450 1900 MOUNTING OPTION CLI EXTENDED Q.PLUS BFR-G4.X 1 -1 - ,.r— ��: Pull 11250-450 2400 4 Ensure,that there's a distance of minimum 45 mm between laminate backside and subconstruction respectively -�_ = 5400/4000 that the distance between module frame backside and substructure is minimum 20 mm. FCLl extended Push 0-3_50_ _3600 «(min.20 mm) i>25350-450 3300 4 Ensure,that the connection cables of the junction box don't run between laminate and substructure. CL3 ~!,Pu-1 -45 4EnsMOUNTING OPTION CL4 Pull 250-450 2400 a-,T __i300 �,r,_-�r i Ensure,that the subconstruction runs exactly below the frame,not below the laminate(module less frame). -1 _-j 0 3300 5400/4000 MOUNTING OPTIONS FBI AND FB2 - PUII L250-450 2400 4 Ensure,that the connection cables of the junction tax don't run between laminate and substructure. CL4 Push 0300 1350 • Use M8 corrosion-proof screws and washers(diameter 16 mm). -- �--- 2400/2400 _ Pull 0-300 1200 , - FBI Push 11345 ' 2200 F 5400/4000 .�Pull it 345 2800 F02 Push t 345 3200�� 5400/4000 - v ' Pull 3i 45 y-� 2800 �( FBIPull sh x250 2900 5400/4000s � (250 mm) 250 . 2800� I5400/4000 _ L _ FB2Lush sh. 25 0 �0-� 320 - (250 mm) _Vu-117 2� 6 2800 _�1 �/40001� J _ _ IPI Push `- ]1-32- 5400/4000 PullT� 3000 t---=— - IP2 Push 350y 11 2400/2400 _1200 CL5 hybrid Push 300-400 2700 clamping 2400/2400 Pull L309-400 j 2700 711.2 without l Push �0-100 1200 subsWcture I �. `�,�2400/2400 support II Pull 0-100 lloo Distance between outer edge of module and middle of the clamp. J 'Describes the maximum module surface load(vertical to the module surface)regarding safety factors(e.g.EUROCODE).For 1 •• 000 •• • • • • • •• this purpose,the load value determined by load tests according to various criteria:laminate overlay,plastic deformation,module • • • • • • • • • failure,and were divided with a safety factor.The minimum calculated load value corresponds to the maximum permitted load. • • •• • • • • • • •• • • • • ••• • • ••• 000 '00• •0• • • • •• % • • • • • • 8 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4(G4)-HANWHA D CELLS GMBH-EN INST4LATI*AP OJERb1All MANDAL SCLARsMO&ULES GENERATION 4(G4)-HANWHA O CELLS GMBH-EN 9 ©® 2.4 Electrical layout ©® 1 transport Module Selection Parallel Connection For detailed key electrical data,please refer to the actual Modules may be damaged by the occurrence of reverse ® 4 Ensure that all personnel are aware of ® DANGER!Risk of fatal injury due to electric data sheet referringto the relevant Module(available at currents (caused b module defects, ground leaks, or and adhere to accident-prevention and shock! y safety regulations. 4 Do not install damaged modules. www.gcells.com). defective insulation). i While working wear clean gloves. 4 Inform your distributor of any damages ♦Only connect modules of the same type and the same Ensure that the maximum reverse current load capacity immediately. power class. indicated in the data sheet is met. In order to limit reverse currents that may occur, we 03,11 Safety Factor recommend using the following safety options: During normal operation,a module may generate a greater current and/or higher voltage than that determined under 1)Layout with a limited number of parallel connected standardized test conditions.Please use a safety factor of strings: 1.25 for the following: Without undertaking further current blocking measures, • Calculating the voltage measurement values W.)of a maximum of two module strings may be operated in components parallel on an inverter or MPP tracker. Q • Calculating the current measurement values(l.)of tF0 § - conductors 2)Layout with string fuses: • Sizing of control systems connected to the outlets of place fuses for each string of modules at the plus and the solar modules minus ends. Observe the maximum permitted number 4 Please follow the valid national guidelines for the of strings as indicated in the specifications provided by - installation of electrical systems. the respective string fuse manufacturer and the technical ® 4 Inspect the packaging for damages. ® DANGER!Risk of fatal injury due to electric guidelines. 9 Contact the transport company regarding shock! Series Connection any damage to the packaging. 4 Cover the modules with an opaque Connection of modules in series is only permitted up to NOTE! i Follow any instructions on the packaging. material during installation. the maximum system voltage as listed in the applicable When installing different product versions, the lowest data sheet of all the relevant modules to be installed. minimum permitted reverse current load capacity applies. O i Take into account all possible operating situations and all O relevant technical norms and regulations when designing Inverters the system. It has to be ensured that the maximum Inverters with or without transformers may be used. system voltage,including all necessary safety margins, is not exceeded. 4 Take the voltage limit of the inverter into account when determining the maximum number of modules in theQ CELLS _ string. 41 ® +Leave modules in their original WWARNING!Fire Risk! packaging until installation. 4 Do not install modules indoors. i Store the modules securely in cool , 4 Do not install modules on moving and dry rooms.The packaging is not objects. weatherproof. • • •• _ • • •• • • - • • •• 0 a •• . �'r`r�• •• •• o •� 1s •• o ... . . . . ... . . 10 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4(04)-HANWHA D CELLS GMBH-EN INSTAILATIGj A%Q OCERJ:iTI;MANCAL SryARy)Oly1LES GENERATION 4(G4)-HANWHA O CELLS GMBH-EN 11 • •• •• • • • •• •• ••• • • • ••• • • ©® 3.1 Safety 1 transport t ®® Preparation of installation ® NOTE!Module damage may occur! ® NOTE!Module damage may occur! ® DANGER!Risk of fatal injury due to electric ® WARNING!Risk of injury due to falling 4 Never lift or move the module with the -0 Never step on modules. shock! modules! connection cables or junction box. i Do not subject modules to any +Block off the installation zone. 4 Secure modules during installation. i Carry modules upright and horizontally mechanical stress. 4 Keep children and unauthorized 4 Do not install modules in windy or wet as shown. 4 Do not allow any objects to fall onto individuals away from the solar power weather. modules system. it 1 ® NOTE!Module damage may occur! ® NOTE!Module damage may occur! IDANGERI Riskof fatal injury due to electri ®ci Do not carry out the installation alone. +Do not drop modules. 4 Only make modifications to the module ack! which have been confirmed in writing by 4 Only use dry,insulated tools. Q CELLS. Q CELLS O confirmation O �I letter ® O � ® NOTE!Module damage may occur! ® NOTE!Module damage may occur! AN DANGER!Risk of fatal injury due to electric ® • Only install undamaged modules and ♦Do not stack modules. 4 Do not install modules near flammable shock! components. gas/vapors. i Ensure that modules and tools are not i Do not modify the module(e.g.do not 4 Do not install modules in close proximity subject to moisture or rain at any time drill any additional holes). to air conditioning systems. during installation. • • • • • • • • t ill •• • • •• �ilffAffff s so I • • •ee • • • • ffiiivi— • • • • * 0 12 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4(G4)—HANWHA 0 CELLS GMBH—EN INSTIAT10•N AND 0�ERi4 MANSIAL SQLAI.MO:ULES GENERATION 4(G4)—HANWHA 0 CELLS GMBH—EN 13 • •• •• • • • •• •• ••• 0 0 • ••• • • 3.3 Module installation ELECTRICAL CONNECTION Option 1: 4 Maintain an interval of at least 10 mm VAN DANGER!Risk of fatal injury due to electric shock! ® DANGER!Risk of fatal injury due to electric 4 fasten the module with 4 clamps between two modules. shock! in the specified clamping range, 4 Never open the junction box. see p.7. When disconnecting an electric circuit carrying direct 4 Change of bypass diodes is only allowed 4 Tighten clamps according to current,electric arcs can occur that may result in by qualified and trained personnel in manufacturer's instructions. life-threatening injuries. disconnected and covered state. 4 Do NOT unplug the cable when under load. �78• 4 Do NOT connect any exposed cable ends. , �•, +Do NOT touch the poles at the same time. �3'•, A solar module generates electrical current and voltage O even at a low intensity of illumination.Sparks and electric !t ................. tom arcs may result from the separation of a closed circuit. These can result in life-threatening injuries.The danger increases when several modules are connected in series. 4 Please be aware of that the entire open circuit voltage is active even at low levels of solar irradiation. 4 Please follow the valid national regulations and safety guidelines for the installation of electrical devices and Option 2: ® NOTE!Module damage may occur! systems. ® DANGER!Risk of fatal injury due to electric 4 Install the module at the 4 mounting 4 Do not subject modules to mechanical 4 Please make sure totake all necessary safety precautions. shock! points,see p.7. tension.Max.torsion 10 mm/m. With module or phase voltages of more than 120 V,the 4 Never touch live contacts with bare 4 Tighten clamps according to manufacturer's instructions. extra-low voltage range is exceeded. hands. Carry out work on the inverter and the wiring with extreme 4 Do not touch the poles at the same time. caution. Cover connectors by suitable protective 4 Ensure that the modules are disconnected at the inverter caps until installation. ..................................... prior to separation. 4 Be sure to observe the specified time intervals after switching off the inverter. High-voltage components — need time to discharge. f1 Option 3: A DANGER!Risk of fatal injury due to electric ® DANGER!Risk of fatal injury due to electric 4 Install the module using mounting shack! shock! profiles,see p.7. 4 Only use dry,insulated tools for electrical 4 Insulate any exposed cable ends. work. 4 Only connect cables with plugs. • •4• •• ••• • • 0 • ••• • • 14 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4(G4)-HANWHA 0 CELLS GMBH-EN INSTA=LATIq AND OCERI0;I$MANQIIL S(:AR M04JLES GENERATION 4(G4)-HANWHA D CELLS GMBH-EN 13 9 • • • • • • • • • 1 14.2 Electrical installation © ELECTRICAL CONNECTION Connection of r r ® DANGER!Risk of fatal injury due to electric ® DANGER!Risk of fatal injury due to electric ® 4!Use solar cables for the connection at ® NOTE!Module damage may occur! shock! shock! the junction box outlet. 4 Ensure that the cabling is not under 4 Ensure correct polarity. 4 Never unplug the cable when under load. +Use the same,inverter-compatible plugs. stress. 9 Ensure that the cables do not run 1.Switch off the inverter. between module and subconstruction •..... OFF (danger of pinch). © ®1 0 I O O SOLAR� ® DANGER!Risk of fatal injury due to electric ® 2.Cover the modules to be disconnected. ® DANGER!Risk of fatal injury due to electric ® 4s Do not connect modules with different shocki shock! orientations or angles of inclination in 4 Be sure to maintain the time intervals as 4 Ensure that all electrical components are the same string. specified by the inverter manufacturer in a proper,dry,and safe condition. between switching off the inverter and beginning any further work. ® 3.Switch off the DC circuit breaker. ® 4 Ensure for a tight connection between ,`� • Standard wiring with a return cable. the plugs.Plugs click together audibly. i Disconnect plugs by the use of appropriate and qualified tools of the manufacturer Tyco,Amphenol or Multicontact. of • • • • • • • Klicl• • • • ••• • • • • ••• • • 16 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4(04)—HANWHA 0 CELLS GMBH—EN INSTA:LATIO)AND OCERCigeMANQAL S(:AR MOpt1LES GENERATION 4(134)—HANWHA 0 CELLS GMBH—EN 17 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ELECTRICAL CONNECTION r © r t �. FAULTS AND DEFECTS ® 4 The modules must be Protective Grounding rounded in accordance with the ® DANGER! Ensure that all necessary safety and ® NOTE!Module damage may occur! functional tests have been carried out 4 Ensure that the plug connections are g Risk of fatal injury due to electric shock! according to current industry standards. secured away from any water-channelling local statutory regulations. surface. 4 Do not attempt to fix any problems yourself(e.g., Functional grounding glass cracks,damaged cables). ■ -_i♦i�� • When using an installation tilt of<5°a functional 4 Please contact an installer or Q CELLS Technical ■ ■■■■: grounding at the negative generator conncetion must Customer Service Department. CE LLS ■■■■ a{. :■ .be implemented. potential 4 Ensure that the difference of between the negative generator connection and the PE(N)of every �] •■• MPP tracker of the respective inverters is 0 V. ❑ c— — --— _ i Follow the directions of the inverter manufacturer. 4 Only use inverters which include lincensed grounding ❑ , kits. i Do not disconnect modules by yourself. ❑ O i Please contact an installer or Q CELLS Technical ❑ m Customer Service Department. i Dispose of modules in accordance with the local disposal regulations. ® ♦Integrate the system into the existing WARNING!Fre Risk! lightening protection system in 4 Do not use light concentrators(e.g. accordance with the applicable local mirrors or lenses). regulations. 1 ® 4 Ensure that the cabling is not exposed and/or hanging and is protected from dirt and moisture. LI .. ••• . . . . . •• . . .. . . . . .. . .. . . . . ... . . . .. .. . . . . . . ... . . . . 0:0•• . . 18 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4(04)–HANWHA Q CELLS GMBH–EN INS:AL LATI OII AflnERA7VN M JNU JL SQLAR MODULES GENERATION 4(G4)–HANWHA 0 CELLS GMBH–EN 19 • •• •• • • • •• •• ••• • • • ••• • • EF MAINTENANCE AND CLEANING ■ Q CELLS solar modules are known for a long operating ® NOTE!Module damage may occur! life and minimal maintenance effort and expense. Dirt 4 Do not clean modules with water if there and grime are usually washed away by rain.If the module is a risk of frost. is fully or partially shaded by dirt or debris(e.g.,plants, bird droppings),it needs to be cleaned to prevent a loss performance. Maintenance Maintenance D° i The system should be inspected by an installer annually - to check the following: • all system components sit securely and are corrosion free. • the connection is secure and all electrical components n` are clean and undamaged. - Cleaning WARNING! Risk of injury due to hot and ® Remove dirt with lukewarm water or lire modules! alcohol based glass cleaner,a broom,or a soft cloth. 4 Only clean modules that have cooled down. 4 Do not use tensides,scrapers,or any i Do not carry or wear any electrically conductive parts. high-pressure water cleaning equipment. WARNING! O Risk of tailing due to unsecured access! 4 Never access the installation area alone or without � taking adequate security precautions. 4 Please commission a trade specialist. Clean the modules as follows: NOTE! Module surface damage may occur! +Remove snow and ice carefully without force(e.g.with a very soft broom). ® 4 Free the substructure from any dirt and i Do not scratch off dirt, debris(leaves,bird nests,etc.). 4 Rinse dirt(dust,leaves,etc.)off with lukewarm water or use an alcohol based glass cleaner.Do not use abrasive detergents ortensides. _ i Use a soft cellulose cloth(kitchen roll)or sponge to - •• ••• • • • • • •• carefully wipe off stubborn dirt.Do not use micro fleece • • •• • • • • • wool or cotton cloths. ' e •• •• • • • • ••• •• •• ••• •• • • • •• Isopropyl alcohol(IPA)can be used selectively to remove r stubborn dirt and stains within one hour after emergence. 4 Please follow the safety guidelines provided by the IPA manufacturer. • • • • • • • • Do not let IPA run down between the module and the • • • • • • • • frame or into the module edges. • • •• •• • • • • • • 20 INSTALLATION AND OPERATION MANUAL SOLAR MODULES GENERATION 4(G4)-HANWHA D CELLS GMBH-EN II¢TAJLA1:DN 11113 IPER41011 4AN JAL SOLAR MODULES GENERATION 4(G4)-HANWHA D CELLS GMBH-EN 21 t t • • s CONTACT HANWHA Q CELLS GMBH OT Thalheim Sonnenallee 17-21 TEL +49(0)34946699-23222 EMAIL service@q-cells.com 06766 Bitterfeld-Wolfen FAX +49(0)34946699-23000 WEB www.q-cells.com Germany Subject to change without notice.O Raerha 0 CELLS Installation manual G4 modules_201602_ReY03_EN~ 1 1 � �i• r ' a SnapNrack- -Norman Sna Nrack , p PV Mou nting Systems 775 Fiero Lane, Siete 200 San Luis,Obispo,CA 93401 -Scheel "Series 100 Roof Mount"Cover Letter To WhomIt.MayConcem, ; �•� '••••' ••••;• We have performed calculations for the 100 series roof mount P'�a' ern based" '•"" 'Structural •• • on the information provided by SnapNrack. Included with this 1cUcr are the report and calculations. We did the calculations in accordance'witk.the 2d1I..' ••••• " IBC, ASCE 7-10,2012 NDS,2014 Florida Building Code and guidrfitp stat4.;. ••'••• Engineer in"the Solar America Board for Codes and'Standards. •• •• """ _ ...... Some of the components in the SnapNmek test data were'used to determine'1!i'd'••• 5022 sunrise Blva. capacity and section properties of materials.We collected the tesedata wising the•. . Fair Oaks,CA 95628 .. . :(916)536-9585 procedures outlined' n the 2012 IBC Chapter 17. ' ' (916)536-0260(fax) 1989-1614 We included the following types of load combinations and building parameters 25 yews of excellence into our calculations: • ASCE 7-10 wind speeds.from 110 mph to 190 for B and C exposure categories • ASCE 7-10 Seismic Design Category E • ASCE 7-10 Snow Loads up to 120 psf ground snow Norman Scheel;S.E. • Buildings with mean roof heights up to 60 foot tilt angle's 1 roof pitches LEM AP BD+C from 0 degrees to 60 degrees. LEEo AP Homes Fellow-SEAOC Fellow-ASCE E-mail:nortn(a2rLcse. In our opinion, the mounting system outlined by SnapNrack's Series 100 PV com Mounting System Code Compliant Installation Manual 2012 is acceptable and Rob Coon meets the loading requirements as stated above. See the report and calculations General Manages included with this letter for more information. E-mail:tobcoent nese wrn Steve Smith P.E. If there are any further questions,please contact Norm Scheel. Pwjcd Manager'. &snail:stevesminssacom Quentin Pecota Design Engineer t e E-Mail qucntin(c�nssacoJ. m Norman, heel PE, Jackie Winslow E,SE +�.� �� ;;:.. ��`�r �.• office Manager LEER-APBD+•C,LEEI-AP Homes �� ►.• „0�'. �++ Email:jae�@rise cosh Fellow SEAOC : .• Fellow AS.C.E. * `¢ 0. 1 2 ; *• STATE Of d �►. 0� ��i �'•'• O R 10Q�• NOV 112015 - Series 100 Sliapllwack Structural Report and Calculations- PV MCltiltlltling System S Introduction This' report describes, illustrates, and explains theStructural Calculation Packet for SnapNrack's Series 100 Mounting System, dated 4/12/2012. The calculations have been performed in.accordance with fhe 2012 International Building Code (IBC).The racking . .. system has been designed to withstand-code-prescribed forces due to its own weight, 92.••• •••••• weight of the solar'panels, the snow loads,and.both the wind and seismic fbr�5.: .. .' ...... . .. ...... Rail Spans • This report covers°two different unatenal.options for the system rails. Al go othey ire •, ••• both aluminum;one rail option uses a 6063 alloy(25 ksi yield)and the othrz%vt a 60D5'* ...... alloy(35 ksi yield). • . . . . ...... Despite having differenvyield strengths,both types of rails support the PV Panels. As for :....: the rails themselves, they are supported by mounting hardware which attaches them to�,•;• • roof structure with.spans that are„expressed in inches. Refer to the tables below for rail i 'spans under varying conditions of rail alloy and roof height. Shaded cells require an edge, .zone adjustment(see details following charts). Notes'for Tables 1A thru 2H 1. Determine the mean-roof height,`tilt angle, and rail alloy (if you.are unsure, use the 6063 alloy values). For mean roof heights less than 30 feet, use Table.l A/2A ' for tilt angles less than 19 degrees,Table 1B/2B for tilt angles between 20'and 36 degrees; Table lC/2C for tilt angles between 37 and 45 degrees, and Table 1D/2D for tilt angles between 46 and 60-degrees.For mean roof heights between 31 and 60 feet use TableIE/2E for tilt angles less.than 19 degrees, Table 1 F/2F for tilt angles between 20 and 36 degrees,Table 1G/2G for tilt angles between 37,and 45 degrees,and Table 1H/ 2H for tilt angles between 46 and 60 degrees. 2. Determine, the wind and snow load for the project site from the building department. Make certain to use 2012 IBC wind loads.. Locate the wind load in the table across top row's and the snow load down the left columns to find corresponding maximum-rail span. 3. For snow loads,column Pg equals the ground snow. 4. Shaded cells require application of an edge zoneadjusiment(details to follow), F NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916}5364585 Rev. 12/31/2013 Page 5' E f Series 100 SnapNrack- , tructural Report and Calculations Mounting 6005 Alloy Rail'Tables 0-30 ft.Roof Height Table 2A:Rail Spans(in)for Roof Slopes and Tilt Angles 0'to'19° 6005 Alloy .. . i Wind Load ' ' ' • r Vult ,i 10 115 120 925 130 135 140 1 145 150 155 160 •T+0• •190 190 000 •••••' qh 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 1~" '41.5,. 46.2 ' •••s Pg Ps 10.7. -11.7 -12.7 -13.8.. -14.9 -16.1=I'll -17.3 -18.6 .19.9 -21.2 22.6. 45 5 *318.6 =-34.9 •• • • 0 0 14071 w 432 I25,� 11,9 T 1 I4;,. 109 104." 140 96 93 89 84 79,R, 74 •• ••�••• • ••••• 10 .8 137, 132 12i. 119 IW109 104 Y4, 100 96 `' 9389 • • i ••• Gee*:* • 0 20 15 106 r ,`106 106 fi 106 106 'y 106 104,;- 160 96i`' 93 89 $4• •T'�'` 74 `'• • • 30 23 90 90 90 90 90 `'; 90 90 t. ' 90 90""" 90 89 !k f9`'b 74 •i• •.•••• 40 '31 79 79 79 79 79 79 79 R;' 79 79 79 79 xR 1'49 1019", i••••i 50 39 72 72 7212 72 72 72 72 72 72 _72 72 ,j72 72 •'• • • _ • 60 46 1 66 66 66 66 '66 66 66 66 66 66 66 J66, 66 66- 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62 62 80 62 58 58 58 38 58 58 58 58 58 58 58 58' 58' 58 100 77 52 52 52 52 52 52 52 52 .52 52 52 52 52 52 120 92 48 48 48 48 48 48 48 '48 1 48 48 48 48 48 48 ' 0-30 ft.R66f Height I Table 213:Rail Spans(in)for Roof Slopes and Tilt Angles 20°to'36" 6005 Alloy Wald Load Fsqh lt 110 115 120 125 130 135 146 145 150 155 160 170 180 190 15.5 16.9 .18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2 P3 -7.0� 7.6--t -8.3, -9.0= v-9.7-- -10.5 .11.3. .-12.1 -43.0 -13.8 -14.7 -16.6 -18.7= -20.80 T t'447 _ 144 144'< 144 ,144 14L 135 129 124 119 t14: l07 100 94 10 8 134. 133 132 130 429128 127 125 124 119 114;; 107 100 94 a 20 95 106 106 106 106 106 106 106w",' 105 105 164 l0i" lot 100 94 3 30 23 90 90 90 90 90 904 90, '90 90 96 90 90 89y, ^; 88 40 31, 79 79 79 79 :79 79 79 79 79 79 79 79 79; 72 J . 50' 39 72 72 72 72 .72 72 72 72 ''72 72 72 72 72: y ?2 w 60 46 66_ 66 '66 '66 66 66 66 66 -66 66 66 66 66 66 70 54 62 62 62 62 62 62 62 62 62 62 62 62 62• 62 80 62 58 58 58 58 58 58 58 58 58 58 58 58 58 58 100 77 52 52 52 '52 52 52 52- 52' 52 M 52 52 52 52 1 120 92 0 48 48 48 48 48 48 48 48. 48 48 48 48 48 ; NSSE 5022 Sunrise'Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 10 Series 100 SnaN rack- Structfirid Report and Calculations PV Mouti6gSystem" S Rail Testing The aluminum rails have been designed in accordance with the 2010 Aluminum Design Manual (ADM) as referenced in the IBC. Testing was conducted'per the standards'set forth'by the IBC Section 1715; Preconstruction Load Test. The results of this testing 'procedure were used in comparison with the calculated values to establish-the maximum uplift load allowed for the rails. . . Racking Connections to`the Existing Roof .. .. • ...... . .. ...... Contained within the calculation packet are calculations for the connection*&??V rails to ;•••• the roof framing. Using the sizes provided by SnapNrack, .we have agltlilated tH. ' maximum forces that will be resisted based on the withdrawal value of t13g)jg.screws, •• •• and the strength of the aluminum components which are involved in'trar"dwAg these"•• forces from the rail to the roof framing. These components consist of the flecked L-foot • (SnapNrack Drawing PEN-DO 1), Standoff(PEN-1302,,D03), Seam Clamp (PEN-D041..:. ••••�• Corrugated Block(PEN-D05),Metal Roof Base (PEN-D09,D10, D11, D12� an$Hang'er :....: Bolt (PEN-1306). All, (6) options are. acceptable under the parameters shown sn,;•;• • SnapNrack's plans. The results from our analysis have been integrated'into the summary charts. The connection of the PV racking"system to the roof will use a 5/16" diameter Lag Bolt installed with a minimum 2 %2" embedment into the framing member. Bolts shall be. installed to a rafter or blocking capable of supporting both wind and seismic loads along with the weight of the PV system. When PEN-D07 is involved, use minimum quantity 2 '/4-20 lag bolts with minimum 1.25"embedment. In addition, SnapNrack's Tile(Roof Hooks (Drawing PEN-1313,D 14) are also acceptable attachment components when the following limitations are followed: 1. the roof hooks have been reviewed up to 120 mph, Design Wind Speed i 2. rail span is limited to 6 feet with.tile roof hooks 4 i NSSE 5022 Sunrise Bouke,ard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013Page 14 { t - , - i Series 100 Sn' api rack� Struetural Report and Calculations. OV Mbuothig )(.§t '!' s, Summary Charts and Topographic Factors The `attached pages of. this summary contain -some of the most common building configurations with varying :wind speeds. These charts serve as quick references for looking up maximum rail spans based on the building and site conditions. However, it must be noted that for any building where a topographic factor is`applied (e.g. hills, mesas, seashore),,the rail span lengths given might exceed what is allowed for the given site condition. In ihat case, a registered structural engineer shall evalgate jhe exa;t:••• ••• topographic conditions for the specific'site. '..' .. .' ...... . .. ...... End Zone and Edge Distances The edge zones and/or end zones of the roof area shall be determined•6i$jd on tie •••• building'sn least horizontal-dimension(LDH).. The edge zone, "a", is equal.to'10% of W 0 ...... , LDH where a=,.l * LDH. It should be noted'that if the solar panels installer}cross two • • different roof sections,the smaller LDH shall be used. ;...;. ••'••• Rail spans:in the corner zone shall be a maximum of 24 inches and this restriction wi[l:•;- only apply to the rail attachments located in the end and edge zones (does not apply to modulus,or rails that overhang,into the zone). Furthermore, all edge zones-requiring:an adjustment (shaded cells in chart ) shall be reduced by 24 inches to a minimum of 32 inches. END/EDGE?_ONE z 0 N z I z / J_ D J z 0 N_ 1 � tN CORNER ZONE I f Detail l roof end/edge and corner zones _ NSSE 5022 Sunrise Boulevard Fair Oaks'CA 95628(916)536-9585 Rev.12/31/2013 Page 15 4 } - ; Series 100 SnapNrack TM Structural Report and Calculations Pv MoUpitjkig Sygt rns Site— Analysis A site-specifc analysis is required it ilie ,location of the solar= panel installation corresponds to-any of the following criteria: • The total pitch of the solar.panel (solar panel pitch&roof pitch)is greater than 60' degrees above the horizontal. • A topographic factor applied to a location. Generally, topographic factors a1g.• applied when the structure is on a hill, mesa ff, or blu ,or is adjacentto a large bddy..• 0000.. of water. For complete descriptions hof topographic factors;please rafer;o ASCE • 7-10 section 26.8 •••••• •• •••••• • The mean roof height of'the structure that the solar panels will bei 0fled o n�s*• :0000: ` greater than 60 ft. above grade. • . 0000 . .. 00000 • A combination of loads and/or site conditions applied'that isnot ad,&e swd in the • •6..• .00600 attached rail span charts. *00000 • 0000 ••••• .66.00 • so If one or more of these factors corresponds to'the project location, please.0con4et NgEo,• • and.we will analyze the site conditions and recommend standoff spacing fdr.etc$specific ;••'•; site. •• • Existing Building Limitations This summary letter addresses the.structural.adequacy of the solar racking system only and does not investigate or validate the adequacy of the structure the racking system is beingplaced upon. It does not address the ability of the existing roofing or roof framing to support the new loads imposed upon them by the new system, nor does it address the f new localized forces between the roofing and the roof framing which might be,imposed 1 by the new standoff`connections. it also does not address the additional-lateral forces imposed upon the building due to the seismic and wind force's that the new system will add to the existing roof These various building-specific issues need to be evaluated by the appropriate registered-prdfessional(s) prior to the addition of the photovoltaic and racking systems. NSSE may be consulted for building-specific structural evaluation. ' `NSSE assumes the systems will be installed to the specifications presented here and the installer will use good structural judgment. i Y NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31 013 Page 16 9 i Series IN Sf)aprirack4 Structural Reporfarid Calculations P 'Mountie {"stem Please note that all sizes, materials specifications, and weights have been provided by SnapNrack Installation must be in accordance with SnapNrack drawings as noted: Drawing Title Revision S 100-D01 F S 100-D02 F 'S100-DO3 F S100-D03 F f,•" .. . . S100-D04 F .. .+ ...... ...... 0 5100-D05 F 0 • S100=D06 F 5100-D07 F000000 000000 0 0 0 5100-D08 F 0.00 0 0 •0.0- S100-D09 F 00.06+ 0 0.0.0 5100-D10 F •+ 00 00.000 5100-D1'1 F • 0. PEN-DO1 F :0.0. .... PEN7D02 F .0• 0 +0 • • 000000 PEN-D03' F 0 PEN-D04 F PEN-DOS F PEN-D06 F PEN-D07 F f PEN-D08 F r PEN-D09 F PEN-D10 F PEN-D 11 F PEN-D12 F PEN D13 F PEN D 14 F Please see SnapNrack°plans for limits on the bolt parameters. Torque alf 5/16" diameter hardware as "specified in SnapNrack's-plans(10-16 ft-lbs for Silver Stainless Steel and 7- Oft—lbs for'black Stainless Steel,unless otherwise noted)., All waterproofing;-roofing and drainage issues are the responsibility of SnapNrack's customer(s) otherwise known as the, contractor(s)or the professional solar installer(s). Please let us know if you have any questions. Norilan Scheel PE, SE LEED-AP BD+C,LEED-AP Homes Fellow SEAOC 4: Fellow-A.S.C.E. NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-.9585 Rev. 12/31/2013 Page 17 I - 4 Series 100 Snp... rack- Rail Properties for 6063 Alloy Rail I -PV Mbsi Meng yst nn Mean Roof Height 0,. to 30 Ift t I t. Rail Properties'for Downward Loads ',SectionProperties A - 0.63 int S — 0.34 in •••••• I = 0.46 inA •• •. 1 Stresses .. • Fe = 15.2 ksi .• •� 0 •••� F„ = 15.2 ksi E = 10006 ksi .. •• Mallow = 5.17 k-in µ •••••• Rail Section ' ' .• • • ' Vallow = 6.38 k '..'.• E € I Rail Properties for Upward Loads Section Properties A = 0.41 int S = 0.25 in 1 = 0.11 in4 .Stresses Fb' = 15.2 ksi F,; 15.2 ksi E _ 10006 'ksi - + Mallow = 3rack Standard Rail .84 k-in SnapN Va of w = 4.16 k 6063 Alloy Notes 1) Rail section properlies determined from test data. f 2) Rail test date performed per guidelines of chaptei 17 of the 2012 IBC. `3) This report is using 6063 Alloy Rail NSSE 5022 Sunrise boulevard Fair Oaks CA 95628(916)53'!:9585 Page C9 of C64' 1 i `t Series 100 Sna,PV panel Calculations&'Component and Cladding Forces � t 6063 Alloy Rail PV bulb ►,g S:y tolm Mean Roof Height 6 to 36 ft TV Panel Cakulations for 39".x 65" Panel Connections , Panel Dimensions 65"Long Panels ; Panel Width 39.0 in " Panel Length = 65.0 in ~' �' • �"• •• •• Panel'Weight = 70.4, # "••�"" "" "•"""" • • " ••• ..••.• Panel Area = 17:6 ft, Universal End•.•G.iamp .. • Wind Loading ASCE 7-10 Component and Cladding ti • .'13. ' •••••• Wind Speed 110 to 190 mph ;, ••'• •' "•••• Exposure Cat. C .••• + Edge Distance(a) 4 Ft Component and Cladding F Loading Zone l Zone 2 Zone 3 Zones l,'2,&3 + Max -22.96 -30.71 -30.71 68.51 Min -76.21 -128:56 -197.85 1 12.64 ! 1) Roof slopesfrom 0° to 45° Adjustable End Clamp X-Clamp 2) Wind loading from 110 mph to 190 mph 3-s Gust. + '3) Edge distance a=0.1 *LDH(Least Horizontal Dimension) Maximum Force at Mounting Bracket "' Component and Cladding Loading Zone 1 Zone 2 Zone 3 Zones 1,2,&3 End Clamp -335 =566 -871 Int.Clamp -671 -1132 N/A 603 '" 1) 4 brackets minimum per PV panel to rail connection 2) Only one,corner of one PV panel may be located in zone 3 3) Zone 2 may have multiple panels located in this zone Mid Clamp 1 Mid Clathp 2 + NSSE. 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page CIO of C64 J �_ f . r Series.100 PV panel Calculations'&Component and Cladding Forces -SnapNfa, . 6063 Alloy Rail P Y.1�'figg..4y';s�e'rns Mean Roof Height 0 to 30 `ft PV Panel Calculations for 39"x 78" Panel Connections Panel Dimensions 78"Long Panels +. Panel Width = 39.0 in • +• •••••• ParielLength = 78.0 in p` '~� ' :'• '+ ..r • •• ••••i• Panel Weight = 84.5 # , , • Panel Area = 21.1 ft, •••• • • • Universal Efiaf fillmip • Wind Loading r ASCE 7-10 Component and Cladding ^�` - � �••� .�_''' ':r. • �� Wind Speed 1 10 to 190 mph . , • • r Exposure Cat. C • • Edge Distance(a) 4'Ft + Component and Cladding Loading Zone I Zone 2 Z6ne'3 Zones - 1,2,&3 ' Max -22.96 =30.71 -30.71 68.51 Min -76.21 -128.56 -197.85 12.64- 1) Rvof slopes from 0° to 45 2) Wind loadingfrom 110inph to 190mph 3-s'dtdt. Adjustable End Clamp } X-Clamp 3) Edge distance a=03 'LDH(Least Horizontal Dimension) Maximum Force at Mounting Bracket Component and Cladding Loading Zone i Zone 2 Zone 3 Zones r 1,2,&3 t End Clamps 402 =679 -1045 362 Int.Clamp -805 ,-1358 N/A 724 ' 1) 4 brackets minimum,per PV panel to rail connection F r 2) Only one corner ojone PV panel maybe located in zone,3 3) Zone 2 may have multiple panels located in this zone Mid Clamp 1 Mid Clamp 2 NSSE 5022 Sunrise Boulevard Fair Oaks"CA 95628(916)536-9585 Page C11 of C64 t 1 ` REVISION: SNAPNRACK MODULE ATTACHMENT HARDWARE SNAPNRACK STANDARD RAIL ROOF SHEATHING,UNDERLAYMENT, AND ROOFING MATERIALOIII[E] ROOF RAFTER TYP(ROOF ATTACHMENTS SHOULD ALWAYS BE EMBEDDED INTO ROOF RAFTERS OR STRUCTURAL MEMBERS SUCH AS STEEL PURLINS •• ••• • • • • • •• • • • • ••• • ��n MAINSTREAM ENERGY CORP. DESIGNER: G McPheeters SCALE ARTr1UMB•ER • OESCRIPTICN: • • REV IUI�VVI IW✓1- mraowaama•w�uamaaoaa� ® • • • • • • """'"°°"""•'""°°"" DRAFTER D�^ $100 D0Z• • • ••• SERIES 100 OVERVIEW,ON STANDOFFS F APPROVED BY: • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • k -2X SNAPNRACK REVISION: - 1X SNAPNRACK ' LEVELING SPACER LEVELING SPACER - USE CARE DURING ' - ix&"-18 X 1" ' a -2X CRE X 1"LONG INSTALLATION TO ENSURE SET SCREW THAT THE SET SCREW IS LONG SET SCREW ROUGHLY CENTERED BETWEEN THE TWO PIECES BEING MINED STANDARD SERIES 100 ATTACHMENTS FEATURE 3"OF VERTICAL ADIDSTABILITY ON 77 ALL MOUNTING POINTS WITH THE USE OF 1" LEVELING SPACERS THE FIRST INCH OF ADMSTABILI TY IS ACCOMPLISHED WITH SLIDING FEATURES BUILT INTO BOTH L FOOT AND STANDOFF CLAMP COMPONENTS FOR AN ADDITIONAL INCH OF HEIGHT ADMSTMENT,ADD ONE LEVELING SPACER. ® USE OF SINGLE LEVELING SPACER NOT TO ® EXCEED 300 OF ATTACHMENT POINTS. ® FOR A SECOND ADDITIONAL INCH OF HEIGHT AD®STMENT,ADD ANOTHER LEVELING SPACER.' USE OF TWO LEVELING SPACERS NOT TO EXCEED 100 OF ATTACHMENT POINTS. THE LIMITS ABOVE APPLY WHEN YOU ARE AT THE MAXIMUM STANDOFF HEIGHT DEPENDING ON THE STANDOFF BASE BEING USED. FOR HD STANDOFFS ON HD STANDOFF BASES,THE MAXIMUM STANDOFF HEIGHT(BEFORE APPLYING THE LIMITATIONS ABOVE)IS 12". RAIL HEIGHT 012.2" RAIL HEIGHT❑13.2" RAIL HEIGHT 0102" ••RAILrOEIGF&I:11!•2';.; '• ABOVE ROOF SURFACE ABOVE ROOF SURFACE ABOVE ROOF SURFACE ..ABQVt Rte¢3 ffA_CE0 .• 12"HD STANDOFF 12"HD STANDOFF 12"HD STANDOFF 12"HD STANDOFF PLUS ONE SPACER ON PLUS TWO SPACERS TOP OF STANDOFF . 4?JTOP.0f jST•pIQOFF... • 4 p� n n��n MAINSTREAM ENERGY CORP. DESIGNER: GMcPheetem SCALE: • PARTRUMBER: • pESCRIPTIO : REV \�\J I111NV1 IWVI- "..� m•«"��.��. ® . . ' ' • • • . SERIES 100 RAIL LEVELING HD —an -µ."+ms DRAFTER: D R)- V100 DO?• • • • • • • DATE: • . . STANDOFF F pv - �=r APPROVED BY: NOTES: REVISION: -LAG BOLTS MUST EMBED IN ROOF STRUCTURAL SNAPNRACK MEMBERS/RAFTERS _ STANDARD RAIL _- -TORQUE ALLY1"HARDWARE TO THE FOLLOWING: -SILVER S.S. 10-16 FT-LBS SNAPNRACK -BLACK S.S. 7-9 FT-LBS SNAPNRACK CHANNEL NUT STANDOFF CLAMP SNAPNRACK RUBBER _RAILS CAN MOUNT TO EITHER SIDE OF POST(UPSLOPE VS. ° RAIN COLLAR INSTALLS DOWNSLOPE) ® OVERTOP OF FLASHING _RAILS CAN BE LEVELED UP TO 3"USING UP TO TWO LEVELING SPACERS AS SHOWN IN"SERIES 100 RAIL LEVELING HD SNAPNRACK STANDOFF SHAFT STANDOFF' "X 2"S.S. BOLT AND ' HD(VARIOUS SIZES INCLUDING "S.S.SPLIT WASHER 7,9.5, 12,AND 18"SHAFTS) *A POURED SEALANT-STYLE FLASHING MAY BE USED WITH SNAPNRACK STANDOFFS AS AN ALTERNATIVE TO A TYPICAL CONE FLASHING WHEN INSTALLED PER MANUFACTURER'S "LAG SCREW IS TYPICAL INSTRUCTIONS ON LOW-SLOPE ROOF SURFACES FOR SECURING STANDOFF SNAPNRACK STANDOFF BASE HD 6-HOLE BASE TO ROOF RAFTER,; 2.5'MIN EMBEDMENT TYP. FLASH POST WITH STANDARD GALVANIZED STEEL OR DEAD SOFT ALUMINUM ROOF FLASHING FOR ® o 1"DIAMETER VENT PIPE ,r SEAL PENETRATION AND UNDER BASE WITH APPROPRIATE ROOF SEALANT 00 ROOF RAFTER OR ROOF DECKING TYP. • • •• . . • . • STRUCTURAL MEMBER • : : : :'; •• HD STANDOFFS ARE OFTEN 090*: • • • •• USED WITH FOAM ROOF SNAPNRACK STANDOFF MOUNTING POINT INSULATION FOR USE ON ALL ROOF SURFACES _ • •y�• ... .•• ... •- _ _ w ��n n��n w MAINSTREAM ENERGY CORP. dESIGNER. G McPheetws SCALE: DNS • ARyNUMBER• OESCRIPTW : REV �lln\\JI Ik m.aowaancao.wuoomaaoaua. DRAFTER: • S1QO PEN�B • .d.� .....4 D Ryan • ` s • . PEN DETAIL 08,HD STANDOFF Py mm� +x �=- APPROVED BY DATE. 120113 • • ••• • • • • ••• • • 0% V •• • c • •• ••