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HomeMy WebLinkAboutBLD-19-002193 UTAH OFFICES %VECTORDraper Layton enG 1 n E E R s St. George Project Number: U2041-1879-182 December 11,2018 Trinity Solar 20 Patterson Brook Road,Unit#1 W.Wareham,MA 02576 ATTENTION: Ashley Grey REFERENCE: Arthur Laughton Residence:9 Nightingale Drive,Yarmouth,MA 02664 Solar Panel Installation Dear Ms.Grey: Per your request, we have reviewed photographs and a post-installation checklist for the above-referenced site. Based upon our review of the photos and documents provided, it is our conclusion that the installation of solar panels on this existing roof occurred in accordance with the building code and the retrofit requirements stated in a letter dated October 10,2018. Rafter size and spacing has been verified to match the original design. Water damage was not encountered during work on and under the existing roof. No pre-installation splits,cuts,breaks,or visible sagging was encountered in the existing roof framing. After installation was complete,it was verified that all roof-penetrating fasteners actually penetrated into the roof framing and did not visibly split the framing members. No existing damage to any existing structure was discovered and no damage was caused to any existing structure during installation, according to the installer. All roof penetrations were sealed and flashed as a means of waterproofing. Our conclusions are based upon our review of the photos prepared by the installer. This letter does not waive the installer of any responsibility for improper installation. As stated in a previous letter, our conclusion regarding the adequacy of the existing roof is based on the assumption that all structural roof components and other supporting elements are in good condition. We hope this meets your needs. If you have any further questions regarding this matter, please call this office at your convenience. Very truly yours, VECTOR STRUCTURAL ENGINEERING,LLC .0:0ELL yF Wells Digitally signed aret WELLS G by Wells HOLMES Holmes • 71 STRUCTURAL Holme No.54240 Date: • 2018:12:11 stow,ow S 16:13:40 -07'00' Wells L.Holmes,S.E. MA License:54240—Expires:06/30/2020 Project Engineer WLH/ash 651 W.Galena Park Blvd., Ste 101 /Draper,UT 840201 T(801)990-1775/F(801)990-1776/www.vectorse.com • ot.YA4 TOWN OF YARMOUTH Building Department lam' BUILDING (508) 398-2231 ext.1261 P4j11 p '" PERMIT NO BLD-19-002193 rtDri PERMIT thMAT A;N;s° ISSUE DATE 10/29/2018 • JOB WEATHER CARD • APPLICANT ;Trinity Heating and Air DBA Trin PERMIT TO : Repair AT(LOCATION) 19 NIGHTINGALE DR,SOUTH YARMOUTH,MA 026 I ZONING DISTRICT L I Bldg.Type: 'Residential SUBDIVISION MAP BLOCK LOT 088.178 BUILDING IS TO BE: CONST TYPE USE GROUP REMARKS Alteration: Install 4.725kw solar panels on roof.Will not exceed roof panel,but CONTRACTOR will add 6•to roof height. 15 total panels.The existing roof will be retrofitted to LICENSE 1MA carry load.BUILDING INSPECTION IS NEEDED 'Construction Supervisor Trinity Heating and Air DBA Trinity Solar 436 427,640. EST COST($) 19000.00 PERMIT FEE($) 150.00 Paul Eaton AREA(SQ FT) �^ ( ) 120 Patterson Brook Rd Unit 1 OWNER LAUGHTON ARTHUR A IW.Wareham,MA 02576 BUILDING DEP ADDRESS ,9 NIGHTINGALE DR SOUTH YARMOUTH MA 02664 PHONE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM MINIMUM INSPECTIONS REQUIRED FOR ALL APPROVED PLANS MUST BE RETAINED ON WHERE APPLICABLE SEPARATE CONSTRUCTION WORK: 1)FOUNDATIONS OR JOB AND THIS CARD KEPT POSTED UNTIL PERMITS ARE REQUIRED FOR FOOTINGS.2)PRIOR TO COVERING STRUCTURAL FINAL INSPECTION HAS BEEN MADE.WHERE ELECTRICAL PLUMBING/GAS MEMBERS(READY FOR LATH OR FINISH COVERING) A CERTIFICATE OF OCCUPANCY IS AND MECHANICAL 3)FINAL INSPECTION BEFORE OCCUPANCY 4) REQUIRED,SUCH BUILDING SHALL NOT BE INSTALLATIONS. REFER TO DETAILED INSPECTION SCHEDULE OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTIONS APPROVALS OTHER: I WORK SHALL NOT PROCEED PERMIT WILL BECOME NULL AND VOID IF INPSECTIONS INDICATED ON THIS CARD UNTIL THE INSPECTOR HAS CONSTRUCTION WORK IS NOT STARTED WITHIN SIX CAN BE ARRANGED FOR BY TELEPHONE APPROVED THE VARIOUS MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED OR WRITTEN NOTIFICATION. STAGES OF CONSTRUCTION ARr1\/F • BUJ-(G93 Ike hcf id It PeC cny Trinity Solar 20 Patterson Brook Road Wareham, MA 02571 508-291-0007 Date: 10/2/18 • l Arthur Laughton do hereby grant Trinity Solar the right to sign on (Homeowner Nome) my behalf in all matters regarding the permit applications through the township of Yarmouth for the installation of solar panels and all other (Municipality) related work on my property at 9 Nightingale Dr .Please accept this (Street Address) document,with full signature,in place of all application signatures. Furthermore,should there be any issues or discrepancies with the paperwork,please contact Danielle DeVito at Trinity Solar, 732-780-3779 ext. 9044 or danielle.devito@trinitysolarsystems.com. Sincerely, a ' 9 Nightingale Dr Homeowner's Signature Street Address South Yarmouth MA 02664 Print name City,State,Zip Code sMia Phone Number SOLAR HOMEOWNERS AUTHORIZATION FORM I, (print name) am the owner of the property located at address: 9 Nightingale Dr, South Yarmouth, MA (print address) I hereby authorize Trinity Solar, and their subcontracting company , to act as my Agent for the limited purpose of applying for and obtaining local building and other permits from the Authority Having Jurisdiction as required for the installation of a Photovoltaic System located on my Property. This authorization includes the transfer/re-administering, and/or cancellation of any existing permits on file for the purpose of updating/applying with an alternate subcontractor. Customer Signature: rl a4,^I� Date: 10/2/2018 � Print Name: Arthur Laughton • Salesperson Name: Steve Dvment • `ate Trinity Heating&Air,Inc.D/B/A Trinity Solar 4 Open Square Way,Suite#410 20 Patterson Brook Road,Unit#10 • Holyoke,MA 01040 West Wareham,MA 02578 Phone:(413)203-9088 Phone:(508)291-0007 Fax (413)437-7232 Fax:(508)291-0040 FEIN 22-3292324 SOLAR MA HIC No.170355 Exp Date:10/12/2017 Contract PROPOSAL SUBMITTED TO PHONE DATE Arthur Laughton (508)776-7322 _ 10/2/2018 STREET JOB NAME 9 Nightingale Dr CITY,STATE AND ZIP CODE ADDRESS South Yarmouth MA 02664 We hereby propose to furnish materials and labor necessary for the completion of OPTIONS 4725 kW Roof mounted Solar Electric System 25 year warranty on Panels 12 year warranty on Inverter 5 year warranty on all miscellaneous parts and labor Customer responsible for the cost of town permit fees.Trinity to obtain all permits. Contingent upon electrical service being sufficient for install. Required Permits—The following building permits are required and will be secured by the contractor as the homeowner's agent,at the customer's expense[if applicable].(Owners who secure their own permits will be excluded from the Guaranty Fund provisions of MGL chapter 142.4.) Start of job will be within 10 days of receipt of all municipal,county,state,utility companies or any others required and shall be completed within 30 days of commencement.Buyers acknowledge and understand that the contractor cannot commence work until receipt of permits. WE PROPOSE hereby to furnish materials and labor—complete In accordance with above specifications,for the sum of: Eighteen Thousand Six Hundred Dollars and Zero Cents ($ 18,600.00 Payment to be made as follows: (Must indicate total contract price and detailed payment schedule;deposit can't exceed 1/3 of contract price and payment in full can't be demanded until contracted work Is completed.) Deposit of $1,000.00 due at signing. $8,800.00 due on first day of installation. $8,800.00 due on last day of installation. Cost of town permit fee to be taken as final payment.__ All contractors and subcontractors must be registered by the Director of Home Improvement Contractor Registration,and any inquiries about a contractor or subcontractor relating to a registration should be directed to the Director at 10 Park Plaza,Room 5170,Boston,MA 02116 or by calling 617-973-8787 or 1488-283-3757 All material is guaranteed to be specified.All work to be completed in a substantial workmanlike manner according to specification submitted,per standard practices.Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders,and will become an extra charge over and above the estimate.All agreements contingent upon strikes,accidents or delays beyond our control. ACCEPTANCE OF CONTRACT The above prices,specifications and conditions are satisfactory and hereby accepted.You are authorized to do the work as specified.Payment will be made as outlined above. �--Y� NOTICE OF RETAIL BUYER: Authorized signatuc . A4 _ +� YOU MAY CANCEL THIS AGREEMENT IF IT HAS BEEN SIGNED BY A PARTY HERETO AT A PLACE OTHER THAN AN ADDRESS OF THE SELLER,WHICH MAY BE HIS MAIN _ Note:This contract may be withdrawn by us If not accepted within 1 days. OFFICE OR A BRANCH THEREOF,PROVIDED YOU NOTIFY THE SELLER IN WRITING Do not sign this contract if there are any blank spaces. AT OR BY DELIVERY,NOTBRANLATER AN ARY MAIL POSTOF THIRD TELEGRAM /} SENT OR BY DELIVERV,NOi fATE0.THAN MIDNIGHT OF THE THIRD BUSINESS DAY VIV/VAIs FOLLOWING THE SIGNING OF THIS AGREEMENT.SEE THE ATTACHED NOTICE OF Signature CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. Date of Acceptance 10/2/2018 Signature • A. Meanings."You"and Yours"refers to the buyer or buyers. and rebate forms If applicable. Warranty service shall be "We","Us"and Trinity Heating&Air,Inc.refers to the seller. provided Monday through Friday during normal business B. Main Office Approval.All contracts are subjected to approval hours.Emergency service Is available after normal business by our main office.If our main office rejects such a contract, hours at after hour rates. You hereby agree no warranty it Is validly cancelled without further responsibility on our service will be furnished to you if you owe us any balance not part,except to return any money paid under this agreement. paid In accordance with our credit terms. We shall not This order when accepted by us and you constitutes a binding warranty nor shall be responsible for any pre-existing defects contract covering all agreements expressed or implied in the of components or structure defects In the home. The agreement on this and the opposite side of this page,and that purchasers are responsible for obtaining all permits no other agreements oral or written expressed or Implied necessary for the work to be performed.Unless specifically shall limit or qualify the terms of this contract. stated,the warranties for labor are to the person(s)signing C. Grant of Security Interest and Contractors Right of this contract.Warranties are not-transferable. Possession.If you,the buyer decide to finance any part of the H. Consumer Credit Contract Notice.If this document applies to purchase price through us,you grant us a security Interest In a consumer credit contract this notice applies. the equipment sold hereunder and authorize us to file Notice.Any holder of this consumer credit contract Is subject financing statements without your signature.In addition to to all claims and defensive which the debtor could assert our right as a secure party,we may also have the right in against the seller of the goods or services obtained pursuant addition to all others,we pay possess at any time for credit hereto or with the proceeds hereof.Recovery by the debtor reasons, or because of your default to withhold the shall not exceed the amount paid to the debtor hereunder. equipment delivery in whole or in part,and to retake and I. Entire Agreement.We will only do the work that Is stated In repossess all equipment and component parts that may have this contract.The only way to change it is in writing on a been delivered to you without the necessity of taking any document known as a change order signed by both you and other proceedings,and you consent that all equipment and us. components parts retaken or repossess shall become the J. Compliance with Law.This document is Intended to comply absolute property of us provided that you are given full credit with all applicable laws and rules.This Includes federal,state, thereof.The foregoing shall not be constructed as limiting In and local laws and rules of every kind.If any provision or part any manner, any of the rights or remedies available to us does not meet any such requirement that part will be because of any default by you under the Uniform Commercial considered to be ineffective or to be changed to meet such Code as in force and effect in the state of New Jersey on the requirement.The rest of this contract still stays In effect. date of the signing of this agreement.Upon any detail,we K. Transfer.You cannot transfer your or our duties under this may charge and you agree to pay any and all attorney fees contract to any other person without written consent by us. and other costs Incurred by us taking and selling the I.. Successors. This contract binds your heirs, executors, and • equipment or collecting any balance due including Interest at administration. the highest legal rate. M. Buyers Refusal to Purchase.If you refuse to complete your D. Access. You will permit us to go into the premises. The purchase,you understand that you may be responsible for premisesinclude the land and the building. You will get any other damages which you may incur as a result of your consent needed for us to go Into any premises in order to do failure to perform your obligations under the terms of this the installation.If we are not allowed to go onto the premises agreement. We shall be entitled to retain the deposit as and are prevented from completing the work,then we shall liquidation damages. have no duty Including Interest at the highest legal rate. N. Non-Payment.If there is an overdue unpaid balance,you will E. Debris.The homeowner agrees to be responsible for the cost pay us Interest at the prevailing rate.If we place the account of removal of any trees,shrubs,foliage and the like to qualify with an attorney for collection,you will pay our attorney's for any and all state rebates. fees plus any other costs or expenses of collection. The F. Interference with Performance.We are not responsible for amount of the attorney's fees to be paid by you to our -any delay or Interference with performance for reasons attorney shall be no less than 20%of the total balance due. beyond our reasonable control.Such interference shall be but • Law of State of New Jersey shall govern this contract. not limited to any delay in delivery or failure to deliver materials, labor troubles, strikes, lock outs, war, riots, insurrection, civil commotion, failure of supplies from ordinary sources,fire,flood,storm, accident, or any act of God or caused beyond Its control. G. Warranties. The only warranties which apply to labor or materials furnished under this contract are those in the warranties certificate furnished by the manufacturer or by us. • We agree to extend to you any standard and extended manufacturers warranties as may apply. You shall be responsible for the completion of all warranties certificates • The purchaser has read,understands and agrees to all the provisions contained In the Contract and acknowledges receipt thereof. Signature ( ?SV� Signature • ' ( FnwAXr/License Holden 1 WWI attain Wenn ILNO1ate WW renMWWIG merit mmn3a n vu nruTMIN NI plo}]u 0.114NM] R mouton/Mtmouton/10 a mouton/ morI mint IB»li 2.5.315w MCWlFsw/IstlMEDGE Plat FIN unpllE ]XOwEsr 3/40.4 40 MCRnrEMxmrvlSwEoa �. / \1 Anne MaIL%Nat HAIA&OW M! I STRING 61SMO AAW IN SEWS-3WVRW .._ __. _.__. i nMWWRE FOR Agent LDVOMN MOST MMRn TO —0.--. .xtlla b At--$`LOCUM IowMrF}ROEOY[Yn m] 'NnmlMnO Wei INVERTER I IIII IT HIGHEST CaentioOLS Mann THIPHL•Tuit WED THAGMTLOW newt eines, E An. 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PINUTIO CMTR CTOOAWL , CONDOLE I•M`EIECTRNC TERM V �W MGM NFO*CER WENT WIT a IVALSOLUSE Snwv rwTvaLUG PSNUTvr WIRING SrtCOFUNro,EE NwToa'wm SALRIPS CAW rwmTWEaECx AG AL LP THE Ass TTP TWA.µNTN.. CI.NTTEm CAW CO COURSE ON SR. CdXNn4Tv OEVSCS COMLIEER BOX 501 ✓.E ••E•NBE WpTW E TEIMNNV IOL C WAYS RAVE A FOR SAFETY IT IS FCCOMAINCCOINAT '• ISOLAISCAI OF ENE ISIVIERLERS ENE EER TO[OR TIE PROPER went-Kamm trio a MR 4PNEN NFATNEEPR L xveuW NTN ole T Rev.N0. Sheet WOMEN iRM TEB OF OPERATION W� DIRECT •'T MORN/NSE Acne .�=NAO�OVaa 104510 " ANOTO SELT AL IOMOI A, .NTcOF FINNED P1 PV - 1 BE NSA/ALEC NN ELECTRICALNOTALLER CONTENTICe•OF DE WOCAl. OWNERS. on PURSUE&MICHELECTRICAL CODE ow . WACO LAW SUPERMEN LOCAL ONLL ENaR SUIT �G G P.WO HERNNN T.:�TM'E NE ISTTENATOS GN•NP.. a Momea N E 5µO NWS' AFMB SECOND, WOVE.ALL�a *T GENERAL XOR* SOLAR F ISSUED nuMO N NNae)WIN A RONSOr ONRN:TRr•ITER TWIN.PLEASE SEMAED THAT FINAL Ep_ENT NOVIL ETMTEN CHARACTERISTICS ARE SUBJECT roONNGE PIE TO AU.NAS TY OF EQUIPMENT. MI MAPPENS EA" an iwnsi Via gin S••' E • . L Commonwealth of Massachusetts IM Division of Professional Licensure �- Board of Building Regulations and Standards Constri r up5rvisor CS-088720 41aVre , 4, irest 04/10/2020 w r". . .; =via a , r» PAUL A EATON ': :=4i,^^ . ' I , 47 k 3 7 MARBLE S•� 4J i , a 4 APT. 310E " w ‘ IR • WHITMAN MA � 4 • •`,t • Commissioner cz . . . ... .. , . t. ... . ... .. .. re fo possess a current edition`of the Massae Building code is cause for revocation of this' Catl(617?information nform tion about this license: 00 or visit www.mass.govld' 9 Yl y#i a A di: • Office of Consumer Affairs and Business Regulation One Ashburton Place- Suite 1301 • Boston, Mksisachusetts 02108 Home Improvement.COptractor Registration I rf Type: Supplement Card Negistratlon: 17N90 TRINITY HEATING&AIR,INC. *— r Expiration: 10/11/2019 D/B/A TRINITY SOLAR { 20 PATTERSON BROOK ROAD UNIT 10 + _ I^ > 1IIto * WEST WAREMAM,MA 02576 s.` ---Y' UOS Sikes and Return Card. SCA 1 0 20M-05/17 .flO C ivneta tUAs6CL!oV./rmzfgfkrwaflJ Office of Consumer Affairs a gutsiness Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for Individual use only TYPE; oMemerlt Card before the expiration date. If found return to: Real lrestIl.., Exoiratlon Office of Consumer Affairs and Business Regulation f 1703.5;=Li 10/11/2019 10 Park Plus•Suite 5170 TRINITY HEATING R AIR,,INC;° Boston,MA 02116 D/B/A TRINIT4SOLAi;�I_. � :,s " =Jr yl PAUL EATON x.) A Cevd ._-. 20 PATTERSON BROOK ROAD UNIT 10 WEST WAREHAM,W 02576 Not valid without signature Undersecretary • The Commonwealth of Massachusetts 1 —*—— 1. Department oflndustrialAccidents �_ =_�;r 1 Congress Street,Suite 100 =SI:1 � Boston,MA 02114-2017w ea"1'. wwmass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMUTING AUTHORITY. Applicant Information Please Print Legibly Name(Business/Organization/Individual): Trinity Healing&Air DBA Trinity Solar Address: 2211 Allenwood Rd. • City/State/Zip: Wall,NJ 07719 Phone#: (732)780-3779 Are you an employer?Check the appropriate box: Type of project(required): 1.'I am a employer with 300 employees(full and/or pan-time)." 7. ❑New construction 2.01 am a sole proprietor or partnership and have no employees working for me in 8. D Remodeling any capacity.[No workers'comp.insurance required.] 30 I ant a homeowner doing all work myself.[No workers'comp.insurance required.]t 9. Demolition 4.0 I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10❑Building addition ensure that all contractors either have workers'compensation insurance or are sole 11. 'Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.0Roof repairs These sub-contractors have employees and have workers'comp.insurance.: 6.0 We are a corporation and its officers have exercised their right of exemption per MOL c. 14.❑Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] • 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. • 1 Homeowners who submit this affidavit indicating they am doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: HDI-Global Insurance Company Policy#or Self-ins.Lic.#: EWGCR000065617 Expiration Date: 11/1/2018 Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature: Date: Phone#: (508)291-0007 • Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: • A� CERTIFICATE OF LIABILITY INSURANCE 11/1/2017 THIS 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(ies)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 CONTACT NAME: Arthur J.Gallagher Risk Management Services, Inc. PHONE 856-482-9900 lac Nal. 856-482-1888 4000 Midlantic Drive Suite 200 E E-MAIL - Mount Laurel NJ 08054 ADDRESS INSURER(S)AFFORDING COVERAGE NAIC k INSURER A:HDI-Global Insurance Company 41343 INSURED TRINHEA-03 INSURER B:Liberty Insurance Underwriters Inc 19917 Trinity Heating&Air, Inc. INSURER C: 28 Patterson Rd Wareham,MA 02571 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 1553770879 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. INSR TYPE OF INSURANCE 141313E OBR) POLICY EFF i POLICY EXP LIMITS LTR INSD,WVD POLICY NUMBER (MM/DDIYYYY).[MMIDD/YYYY) A X COMMERCIAL GENERAL LIABIUTY EGGCR000065617 11/1/2017 11/1/2018 EACH OCCURRENCE $2,000,000 _ CLAIMS-MADE n OCCUR -DAMAGE DAMAGE TO ORENTwrancel $500,000 MED EXP(Any one person) SO PERSONAL 6 ADV INJURY $2,000,000 GENE AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $2,000,000 — POLICY X JECT LOC PRODUCTS•COMP/OP AGG $2,000,000 OTHER: $ -A AUTOMOBILE LIABILITY EAGCR000065617 11/1/2017 11/1/2018 COMBINED SINGLE LIMIT $ (Ea accident) 2,000.000 X ANY AUTO BODILY INJURY(Per person) $ ATOS ONLY AUTOSULED BODILY INJURY(Per accident) $ HIRED — NON-OWNED PROPERTY DAMAGE AUTOS ONLY u AUTOS ONLY (Per accident) $ $ B UMBRELLALIAB X OCCUR 100023183402 ' 11/1/2017 11/1/2018 EACH OCCURRENCE $3,000,000 A X EXCESS LIAR EXAGR000065617 11/1/2017 11/1/2018 CLAIMS-MADE _ AGGREGATE $3,000,000 DEO RETENTION$ Limit x of$3,000,000 $21,000,000 A WORKERS COMPENSATION EWGCR000065617 11/1/2017 11/1/2018 X PER0TH• AND EMPLOYERS'LIABILITY Y/N STATUTE I ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) - E.L.DISEASE•EA EMPLOYEE $1,000,000 N yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 A Automobile EAGCR000065717 11/12017 11/12018 All Other Units $1,000/$1,000 Comp/Collusion Ded. Truck-Tractors and Semi-Trailers $5,000/$5,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Named Insured includes Trinity Heating&Air, Inc and BPTP Future Holdings LLC Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Trinity Heating&Air,Inc. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 20 Patterson Brook Road . ACCORDANCE WITH THE POLICY PROVISIONS. Wareham MA 02571 ' AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD • • JOB NO.: U2041-1879-181 SUBJECT: WIND PRESSURE E n o l n E E R s PROJECT: Arthur Laughton Residence Components and Cladding Wind Calculations Label: Solar Panel Array . ,. Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 140 Notes: Exposure Category: C Risk Category: II r ADDITIONAL INPUT& CALCULATIONS: Height of Roof, h [ft] r--17-1(Approximate) Comp/Cladding Location. Cable/Hip Hip? �- o ''"f Enclosure Classification: Enclosed Buildings,. _ Zone 1 GCP 09 Figure 30.4-2B (enter largest abs. value) Zone 2 GCP. i 1.7 (enter largest abs.value) Zone 3 GCP 2.6 . (enter largest abs.value) a: 9.5 Table 26.9-1 z9 [ft]: 900 Table 26.9-1 Kh: 0.85 Table 30.3-1 Ke: 1 Equation 26.8-1 Ka: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 36.2 Equation 30.3-1 GCP;: 0 Table 26.11-1 (largest abs. value) OUTPUT: _ 1 I Equation 30.9-1 Zone 1 Pressure, p [psf]: 32.6 psf(1.0 W, Interior Zones*) Zone 2 Pressure, p [psf]: 61.5 psf(1.0 W, End Zones*) Zone 3 Pressure, p [psf]: 94.1 psf(1.0 W, Corner Zones*within a) (a= 3ft) JOB NO.: U2041-1879-181 SUBJECT: CONNECTION E Enctine R S PROJECT: Arthur Laughton Residence Lag Screw Connection Capacity: Demand: Lag Screw Size [in]: 5/16 Pressure Max Cd: 1.6 NDS Table 2.3.2 2 (0.6 Wind) Tributary Max. Trib. Max. Uplift Area Embedment [in]: 2.5 (psi) Width (ft) (ft2) Force (lbs) Grade: SPF(G =0.42) .1 Zone Capacity [lbs/in]: 2057 NDS Table 12.2A 1 19.6 t4.8t 13.2 258 Number of Screws: 1 2 36.9 74.817 13.2 487 Prying Coefficient: 1.4 3 56.5 - 32 8.8 497 Total Capacity[lbs]: 586 Demand< Capacity: CONNECTION OKAY 1.Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective.The length of the tapered tip is not part of the embedment length. 2.'Max.Trib Area'is the product of the'Max.Tributary Width'(along the rails)and 1/2 the panel width/height (perpendicular to the rails). • • E n o I n E E R s JOB : U2041-1879-181 CTOR SUBJECT: GRAMITY LOADS PROJECT: Arthur Laughton Residence • CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD (D) pitch loading Roof Pitch/12 I 5.1 =I Asphalt Shingles 2.2 1.09 2.0 psf 1/2" Plywood 1.1 1.09 1.0 psf Framing 3.0 psf Insulation 0.0 psf 1/2" Gypsum Clg. 0.0 psf M, E & Misc 0.0 psf DL 6 psf PV Array DL 4 psf ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-10,Table 4-1 Roof Live Load With PV Array[psf] 20 w/Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: Roof Slope [°]: 23 23 Snow Ground Load, pg [psf]: 30 30 ASCE 7-10, Section 72 Terrain Category: . C:- . a. C .rt =_r . ASCE 7-10,Table 7-2 Exposure of Roof: Fully Exposed " Fully Exposed ASCE 7-10,Table 7-2 Exposure Factor, Ce: 0.9 0.9 ASCE 7-10,Table 7-2 Thermal Factor, Ct: ` 'L 1.1 " = 1.1 ASCE 7-10,Table 7-3 Risk Category: II II ASCE 7-10,Table 1.5-1 Importance Factor, Is: 1.0 1.0 ASCE 7-10,Table 1.5-2 Flat Roof Snow Load, pt[psf]: 25 25 ASCE 7-10, Equation 7.3-1 Minimum Roof Snow Load, pn, [psf]: 0 0 ASCE 7-10,Section 7.3.4 Unobstructed Slippery Surface? No ,Yes - -:. ASCE 7-10, Section 7.4 Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-10, Section 7.4 Roof Slope Factor, Cs: 1.00 0.78 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, Ps [psf]: 25 20 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 25 20 • %VECTOR Fe Fe Abbev GRADES IPSO (psi) E.(psi) (0413) JOB NO.:U2041-1879-181 DELI° DFU1 1,000 100 °,7ao,o0o 32 nRlz DRAG 90D leo 1900,000 32 e n o in e ems "F°(5x) DEM 5x5&LARGER 1.350 fro 1!00,000 32 SPF02 SPF112 075 135 1.400.000 29.2 5P92 8P52 1,100 175 1,400,000 34.3 PROJECT:Arthur Laughton Residence SUBJECT:BEAMS 240-V4 24F-V4 2,400 240 1,900,000 32 24F-99 74F-V9 2.400 240 9800,000 40 LVL(1.9) LW(I.9%1006) 2900 295 1900.000 40 -UL SIGN LOAUk: Load Types: SnowLive Dead LVL(2.0) LVL(2.0%106E) . 2.200 296 2.000000 42 . _._.. Roof 25 20 8 CRITERIA(IJ) D1L lk Dm LSL Lst(10x10eE) 1.70o 400 1,300000 42 Solar 3.5 AIS) 120 240 ST1.36 GRADE 36 STEEL 2°.000 14,400 29000.000 430 B 240 480 501,48 GRADE 40 STEEL 27,700 18,500 29,000.000 400 C 600 800 STL50 GRADE 50 STEEL 30,000 20,000 29.000.000 400 Point Point - a Du D . . Add! Addl Live Dead m O (in) (in) Roof Floor Wall Live Solar Point a Dist Load Load a ; A (SEE (SEE 1.5DL Length Trib Trib Tdb Load Load Load 5 'a' 'Pu 'Pa' 3 m M„. Maw V,,,., Vim, Dn. Dna. GOND COND GLB Label 'Lift) (ft) (ft) (ft) (plt) (p11) From m (ft) (Ib) (Ib) m Grade Size a > C, Co CFv R.(lb) R5(Ib) (ft-Ib) (ft-lb) (Ib) (Ib) (In) (In) 'C') 'C) Cammb Check Retrofit -12 16 - 5.6 (2)'SPF#2 2x6 - 1.15 1.15 1.30 346 346 1037 1896 319 1708 0.462 1.200' 0.256 0.6001 0.55M la \\t:lir, . ni- Fp, 1 it „ O x�. Tt, t fF4fjy l+' if as �l' m f-t �{' fr' !I I 1 ;1 rmr c i 1 -111111 m { ; 11131;11 > 1,14111411 7 111 rid- frFerrrTrjlLi t4 1' } i i i mm ,a ,;;;'4 id:14 ill r . c.) O r 7 23 ':':':'il-'':::s,,-.k.,Hjr'ff;fi::T:::::.:'::::;:::::'::•, {{{ ril nmall cnri CD in FirriTri_.lalfri Rithr-Frittrili 1 ,i1 A 0Willi! yr CD xj 1� I T o rn CD 73 Om X Z c AA H 0 0= -i m p I m v 3 en v W0 o rnz 00 cnc 0 N O Tb A N co -< CP 0 -• l J n 0 n E n eine E R S VSE Project Number:U2041-1879-181 October 10,2018 Trinity Solar ATTENTION:Ashley Grey 20 Patterson Brook Road,Unit#1 W.Wareham,MA 02576 REFERENCE: Arthur Laughton Residence:9 Nightingale Drive,Yarmouth,MA 02664 Solar Array Installation To Whom It May Concern: Per your request, we have reviewed the existing structure at the above referenced site. The purpose of our review was to determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan.Based upon our review,we conclude that the existing structure will require retrofit in order to support the proposed solar panel installation.The existing rafters must be retrofit by installing a 2x rafter of equal size the full length of the existing rafter.Install the new 2x rafter with 16d sinkers at 6" O.C. staggered.. The proposed retrofit shall be put into place per the location noted on the solar array layout page of this report. Design Parameters Code:Massachusetts State Building Code(780 CMR Chapter 16,9th Edition(2015 IBC)) Risk Category:II Design wind speed: 140 mph (3-sec gust)per ASCE 7-10 Wind exposure category:C Ground snow load: 30 psf Existing Roof Structure Roof structure:2x6 rafters @ 19.2"O.C. Roofing material:asphalt shingles Connection to Roof Mounting connection:(1)5/16"lag screw w/min.2.5"embedment into framing at max.57.6"O.C.along rails at Zone 1 and2 (1)5/16"lag screw w/min.2.5"embedment into framing max.38"O.C.along rails at Zone 3 Conclusions Based upon our review, we conclude that the existing structure will require retrofit in order to support the proposed solar panel installation. The glass surface of the solar panels allows for a lower slope factor per ASCE 7, resulting in reduced design snow load on the panels. The member forces in the area of the solar panels are not increased by more than 5%;thus, the stresses of the structural elements are not increased by more than 5%.Therefore,the requirements of Section 807.4 of the 2015 IEBC as referenced in 780 CMR Chapter 34,9th Edition are met and the structure is permitted to remain unaltered. 651 W.Galena Park Blvd.,Ste.101/Draper,UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com VSE Project Number:U2041-1879-181 Arthur Laughton Residence 10/10/2018 E fl O i n E E R S The solar array will be flush-mounted (no more than 6" above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind (uplift), the governing load case. Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations.All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor shall notify Vector Structural Engineering,LLC should any damage,deterioration or discrepancies between the as-built condition of the structure and the condition described in this letter be found. Connections to existing roof framing must be staggered,except at array ends,so as not to overload any existing structural member. The use of solar panel support span tables provided by others is allowed only where the building type,site conditions,site-specific design parameters, and solar panel configuration match the description of the span tables.The design of the solar panel racking(mounts,rails,etc.),and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING,LLC CI: — * c 0 m ;r�,/� S/ONAL'� f.„* Roger Alworth,P.E. MA License:47740-Expires:06/30/2020 Principal Enclosures RTA/egg 651 W.Galena Park Blvd.,Ste.101/Draper,UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com • l l powered by l Q.ANTUM .,:as 1 % ( , p . P A B K G � .1 `290— 0 � .. Is-um/armiyer i,14'0 9/-s<111 I4-1,xr ry l.' :Rhe ii 14 fts'Ti �+ }' (i 1'<r . f�t€ i � h i! 1 f [, 9 il � .Q ANTUMLSOLAR MODULE ilii? bi 11-i I' ° li`i'l41.13:,;:-...t:''ryr iab ' ,.I,i ��, "nna shi lata uiIll l t tr .-..,,_. ,... .. _ __,., .. . ,,....xxa i ,ilii, i { -,,,H 0.--,e nr- thanks to its innovative cell technology Q.ANTUM. The world-record cell , design was developed to achieve the best performance under real condi- f i • ir(tr tions—even with low radiation intensity and on clear, hot summer days. ' ' `I • I § " LOW ELECTRICITY GENERATION COSTSi. # ', Higher yield per surface area and lower BOS costs thanks to r ', S- higher power classes and an efficiency rate of up to 18.3%. i 1 .[,l ' i r I , y INNOVATIVE ALL-WEATHER TECHNOLOGY LI i . • Optimal yields,whatever the weather with excellent low-light and temperature behavior. ENDURING HIGH PERFORMANCE -"" Long-term yield security with Anti LID Technology, _ III Anti PID Technology', Hot-Spot Protect and Traceable Quality Tra.QT". EXTREME WEATHER RATING Coit ai`iiana! OOELLS High-tech aluminum alloy frame,certified for high snow /7„p^' ' (5400 Pa)and wind loads(4000Pa)regarding IEC. R"MO°019i'" 1:17 not wisn 2017 Veer)a.n. MAXIMUM COST REDUCTIONS ✓; "°'^' Up to 10%lower logistics costs due to higher module capacity per box. V DE l phMnn __ 'a Quality Tested (ELLS A RELIABLE INVESTMENT - e..,.,m.20 v9 Inclusive 12-year product warranty and 25-year "" i.ml` �a014�l linear performance guarantee2. lo.aoeazsar - ' APT test conditions according to IEcfrS 628041:2015, method B(-1500V,168h) THE IDEAL SOLUTION FOR: a See data sheet on rear Rooftop arrays on far further information. residential buildings Ca Engineered in Germany CELLS I a ,. i . I MECHANICAL SPECIFICATION IMINEIMMIMIDIMIMMIIIMMMNINNEIMMIIIIIMIMAIMMINIIIIMMIWAIM.IMINNEESWEMINNINA Format 65.7 In x 39.4in x 1.26in(including frame) w.,w en (1670mm x 1000mm x 32mm) - __ �' w .-' Weight 40.78lbs(185 kg) •...-...r...wr • ( From Coyer 0.13 in(3.2 mm)thermally pre-stressed glass with anti reflection technology EF-'". .. Back Cover Composite film w..m,r . a,.. I Frame Black anodised aluminum ,o.. ..n®•, _..1.0_ e. __.._„_ ._.-... ...._ Call 6x 10 monacrystallineOANTUM solar cells __._ _....__ mm _.._ Junction box 15-20m 3i, x43ion clainz059-075 in ass di mmx90115mmx 1520mm) Protection class zlP67,with bypass diodes 1 • e...,..,,,.ne •_v= I _.._ _.._ . ,_._._.__..... Iw_at• , __ Cable 4mma Solar cable;(+)33937 in(1000mm) ( )33937in(1000mm) ��,�mr m LA Connector Multi-Contact MC4,IP65 and IP68 e" i ELECTRICAL.CHARACTERISTIGs _... . .. DM IIIM IIIIINRT ,( POWER CLASS a ;nm, i. , 290 y.,n o..,t:.....xii u295 :t,--.,,L.--„,‘,...,:',.:;2,00„,:' MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC'(POWER TOLERANCE+S W/-OW) 1 Power at MPP" P, [W1 290 295 300 I Short Circuit Current' lw [Al 9.63 9.70 9.77 m i Open Circuit Voltage' V. [V1 38 19 39 48 39.76 1 i Current m MPP• Iw [Al 9.07 9.17 9.26 1 ._.�_�. VOlmgeMMPP• V.. [(111 31.96 32.19 32.41 Efficiency' n [%j 17.42217.7 318.0 si MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NDC' _ .......... . .........._. .... .... _. . ...,. _......._.._ _........_ .._.___..._.. __.i I Power at PAPP" P,,,r [Wl - 214.6 218.3 222.0 [Short Circuit Current* ..,I. [Al 737 7S2 7.88 I E ' Open Circuit Voltage* V [V) 36.65 36.92 37.19 ..._.. __ t_t.. ._.___ _._.__..,„.,......,<..,.._<._. ..I.,........�.�._v.__._._....._._.__._,...._.._..,_.........�.. ��........_ .._.._..» ..__.._.. Current at MPP' Int IA] 7.12 7.20 7.27 Valtaya at MPP• V,.. [V] 30.14 30.33 3052 .,.__L .1000W/me,25°C,spectrum AM LSG %Measurenwnt tolerances STC*3%:NOC*5% '900WMJ,NOCT.spectrum AM 1.5G •ryp¢al values,actual values may diner Q CELLS PERFORMANCE WARRANTY - _ PERFORMANCE AT LOW IRRADIANCE .. .,...a.,,. ,.. .H,a y[Ia -.issu At least 98%of nominal power during first year. Y" --I r ; Thereafter ma..0.6%degradation per year. *v �i • (y1 I }?'p, Al least 926%of nominal power up to 10 yeah. • ominal AlAt least 83.6%of nominal power up to 25 yeas. >< 1 All date within measurement tolerances. g. a ' E IPI •kpt Full warrantees in accordance with the warranty i , , '[t- terms of the , 0 CELLS sales organisation of your respective country. I I I msowlMS lwi • YEARS Typical module performance under low irradiance conditions en 1 g w..".........w.w"mu,.....rao comparison to STC conditions(25•C,1000E/ma). Kr./ t TEMPERATURE COEFFICIENTS ". :: = ' Temperature Coefficient of lap a [%/q +004 Temperature Coefficient of V. D 1%/K) 028 1 Temperature Coefficient al P, V (%/q 039 Normal Operating Cell Temperature NOCT [F 113 x54(45*VC) =PROPERTIES FOR SYSTEM DESIGN NIMIMIIIMINIMMITAMMMIMMITOMMINNINDIMMINDRUNNEMENIMNINMEMEMIONMEMIXIMMIMBRIMMIMEND Maximum System Voltage V [V1 1000(IEC)/1000(UL) Safety Class II x Maximum Series Fuse Rating IA DC) 20 Fire Rating C(IEC)/TYPE 1(UL) • L.._._ . _._ __ .. _....__.__.._.__,._.. _.... .._...._._..._. _...._,___. ....... ...... ____.___.._, el Design load,push(ULI" UbsM'1 7513600 Pal Permitted module temperature -40°F up to+185"F a on continuous duty (-4091 up to+85t) aa �.__ __._ _.� �__..._.�._ �.....___ __ _. _ �.._.... 3 Design load pull(UL)I [IbsAPI 55 6(2666Pa) a see installation manual 0 LOUALIFICATIONSAND CERTIFICATES m h PACKAGING INFORMATION' I UL 1703;VIDE Quality Tested:CE-compliant; Number of Modules per Pallet 32 I - IEC 61215(Ed.2):IEC 61730 fEd.1)application class Number of Pallets per 53'Container 30 V ge Number of Pallets per 40'Container 26 g D E ylP _.-_.. . .... _... _.. C�pe PalletDimensiom(LxW.11) 68.7inz 45,3in x 461In I m:w„ IIIII (1745mm x 1150mm x 1170mm) Pallet Weight 13961bs(633 kg) T MOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department Ice fudher infarmatIon on approved Installation and use yy of this product N Newhall CE11.5 America Inc. 300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA I TEL+1 949 748 59 961 EMAIL Inquirymm.q-cells.com I WEB www.q-cel Is us • I I powered by ,I Gt.ANTUM .1-4-. ..£ , ill :k ? a ...m_t � ; , ( " l4 , r0104;000 404; 1 K G4.. 2 5 2a ,+e11W.014,g , e _ h�, a �y:f�r; miF97:- li F. ,p..3 .i1.' gig; Q ANTUM SOLAR MODULE 9� � t'NI +�bli ,, 14 ?v� � l(l The new high-performance module Q.PEAK BLK-G4.1 is the ideal solu- ..-------------- tion ------ -- tion for residential buildings thanks to its innovative cell technology Q.ANTUM. The world-record cell design was developed to achieve the best performance under real conditions—even with low radiation intensity and on clear, hot summer days. �l t4 Li! li:IMO Q.ANTUM TECHNOLOGY:LOW LEVELIZED COST OF ELECTRICITY `/ Higher yield per surface area and lower BO5 costs and higher power 8t`^, I I"; classes and an efficiency rate of up to 18.0%. ' INNOVATIVE ALL-WEATHER TECHNOLOGY Optimal yields,whatever the weather with excellent low-light and temperature behaviour. I- ENDURING HIGH PERFORMANCE --- - _ __ iii Long-term yield security with Anti PID Technology', Hot-Spot Protect and Traceable Quality Tra.QT"'. EXTREME WEATHER RATING etoaisiancel QCELLS High-tech aluminium alloy frame,certified for high snow(5400 Pa)and wind loads(4000 Pa). "'" 2016. ✓ '°°'portae s" MAXIMUM COST REDUCTIONS ✓gu'°'"-r'e'1 I" Up to 10%lower logistics costs due to higher module capacity per box. V i E rf phmm�l l coty A RELIABLE INVESTMENT o nhtyTested ;` .aegis. mkplpulo201a I Inclusive 12-year product warranty and 25-year linear 1a.mm,2ou '. performance warranty2. �" uw.. ,j ID.40032587 -- , I APT test conditions:Cells at-1500V against grounded,with conductive metal foil covered module surface, 25°C,16811 2 See data sheet on rear for further THE IDEAL SOLUTION FOR: information. Rooftop arrays on ra,idantial huildmga 1 • Engineered in Germany CELLS MECHANICAL SPECIFICATIONUNIMIMAIKalitilMilliiiiiiIPMIIIIIAMIMIDNIMMIMMFIEMPAMMIIIMMPAMIMIIIRMIMPAMMEMMItilillt Format 1670mm x 1000mm x 32mm(including frame) w•�_ ... Weight 18.8 kg ... Jin1_ Front Cover 3.2mm thermally pre stressed glass with 4 ••a..r•w••u.. + ants reflection technology Back Cover Composite film �� __ EJ-.... - - . Frame Black anodised aluminium yam T` e. r.. Cell 6 x 10 monocrystalline Q.ANTUM solar cells o Junction box 66-77 mm x 111 90 mm z 15 19 mm Protection class IP67,with bypass diodes .. .___ __. "4.1""144."4.1""144.Cable 4mm2 Solar cable;(+)1000mm 01000 mm + a'nw.,.rrxwrw "4.1""144. Connector Multi-Contact MC4 or MC4 intermateable,IP68 "" . flI•a- :ELECTRICAL CHARACTERISTICS ' `"° 'J 41 ' POWERCLASS :: v.w ^. 285 "` 290 '296 MINIMUM PERFORMANCECONDITIONS, AT STANDARD TEST CONDITSTL'(POWER TOLERANCE+5 W/-OW) • Power at MPP2 Pew 285290 295 Short Circuit Current' Ise 9.56 9.63 9.70 e• Open Circuit Voltage V 38.91 39.19 39.48 ' ; Current at MPP' I.. - 8.98 9.07 9.17 ' '', I Voltage at MPP' Vwe 31.73 31.96 32.19 I Efficiency2 n 217.1 217.4 217.7 _.. _. .... .. . ... --. . . .... ...._ -... .. MINIMUM PERFORMANCE AT NORMAL OPE0.ATIN6 CONDITIONS,NOV I 1 Power at MPP'___ Pen 210.7 214.4 218.1 a W Short Circuit Current' _.�__.^ -" -'""'_.__._._._._.�._._.-_..�. 7.71 7.77 7.82-', 2 i Open Circuit Voltage' V. 36.38 36.65 36.92 ', t Current at MPP' Ian 7.04 7.12 7.20 ! a Voltage at MPP' Ve,e 29.92 30.12 30.30 . '1000 W/m2,25°C,spectrum AM 1.5 G 'Measurement tolerances STC 33% NOC*5% 1300W/m',NOCT,spectrum AM 150 °typical values,actual values may differ Q CELLS PERFORMANCE WARRANTY ,PERFORMANCE AT LOW IRRADIANCE. ,lc..m .,... ,.,. .u ,u.0 ,r v.ru,.......+++,...+:++,r.e�.+„fee ,.,u r.m.., .,.... .m.. .,, ,.. .a ,,,.n.,.m 4a,,,,,,„„,;(13„,Au,.,. „,. Atleast 98%of nominal power tluring 10 "T r 1 tint year.Thereafter maa.06%degra- r » , r w �j dation per yeac Si10 years. ; Ilej At least 92.6%ol nominal power upe _ y At least 03.6%W nominal power up in � . __r ; j y I�jI� 25 years. i I i .i ' e", All data within measurement tolerances. • >a w 1 8■ Full warranties in accordance with the '• „MIX,'ae Ev warranty terms of the O CELLS sales o MMMOleect(WINI - - -+ - organisation of you'respective country. - • vuaa Typical module performance under low irradiance conditions in r „ comparison to STC conditions(25°C,1000W/m'). essei TEMPERATURE COEFFICIENTS _ {n em...,a ur -. cis .....aesi tu.u.,4.ui ..w'iu u.Y3„+ Y 13kiTe ,.,.:,'1Temperature u,.:.,,,'.1.,..1..-,.',:,....:a+_a v,.;,..,.. /K] .. [,Ilt n C p Temperature Coefficient of I. a 1%/N] +0.04 Temperature Coefficient o1 V. F 1%/10 -0.28 Temperature Coefficient of Pew y 1%/1(1 -0.39 Normal Operating Cell Temperature NOCT re] �M a 45 LS 1-PROPERTIES FOR.SYSTEM DESIGN. .. _ F!g s Maximum System Voltage Vs• IV] 1000 Safety Class II I n Maximum Reverse Current le IN/ 20 Fire Rating C - Wind/Snow ..L__.._-_. ._____._.. .._.........__ -.._._0/ ..___.P- ...__ _ .A_�._._ _._ up _ _ _ _ Wind/Snow Lead [Pa] 4000/5400 Permitted Module Temperature -40°C up to+85°C ! 3 (Test-load In accordance with IEC 61215) On Continuous Duty IQUALIFICAIIONS,AND CERTIFICATES. PARTNER:.FilinaValg Itligilianit 1 Skil o VDE Quality Tested,IEC 61215(Ed.21;IEC 61730(Ed.1),Application class A y This data sheet complies with DIN EN 50380 : i tl DVE c Is • L NOTE:Installation instructions must be followed.Sea the installation and operating manual or contact our technical service department for further information on approved installation B and use of this product, i • Li Hawks I CELLSGmbH Sonnenallee 17-21,06766 Bitterfeid-Wolfen,Germany I TEL+4910)3494 66 99-23444 1 FAX+49(013494 66 99-230001 EMAIL saleseq-cells.cons I WEe www.q-celb.com C Engineered in Germany Q CELLS