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0048 PADLOCK LANE
r . M e maim o : ` L c;. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel pplication # Health Division Date Issued Wlfi q Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address q,6 Village Ce�n�-c�wlil Owner (�. rl. :.,1:.s Address Telephone 7 a Permit Request V JCJ1-%Cr,.7,+4 v., b cc-I L, 4.. cfk' Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 0' Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing—new Total Room Count (not including baths): existing - new First Floor Room Count C) Heat Type and Fuel: ❑ Gas ❑ Oil . ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing woof al stove'_., Yet 0 No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: J) 'sting G7,new ize_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: ' .. oa Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ M Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Mike McCarthy Construction Telephone Number PO Box 52 Address West Dennis, MA 02670 License# Cell (508) 280-6964 CSL-58633 HIC-169393 Home Improvement Contractor# Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# DATE^ISSUED 'p MAP=/PARCEL NO. �- ADDRESS. VILLAGE t1 , OWNER y DATE OF INSPECTION: m, FOUNDATION ,r. FRAME INSULATIONS i FIREPLACE ELECTRICAL: ROUGH FINAL ,z PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL r FINAL BUILDING, I DATE CLOSED:OUT ASSOCIATION PLAN NO. 's{ i µ f 4 _ . 77%'i- qV- .. a '• t, - H. ' �s � .. • k _' �` T is b � y ,.?, o..f- r n ENGINEERING 5 Dupont'Avenue { Yar�raouth, MA 02664 M to ,. - ... OWWWNER AUTHORIZATION FORM, (Owner's Name) - owner of'the property located'�at". Pw z . (Property Address) (Propert Address) w hereby authorize,. (Subcontractor) .P t n a a. an authorized'subcontractor, or RISE Engineenng,•to'act on my behalf to,obtain a^building ♦ " permit and to perform work on my property: This form,is only valid with a signed contract: *' Owner's S gnature „ Date y Massachusetts -Department of Public Safety Board of Building Regulations and Standards C'onshvction Supervisor License: CS-058633 MICHAEL J MCCAR PO BOX 52 W DENNIS MA 1i267 w Sill.— ��� " "� � Expiration Commissioner 04/10/2016 Of-ice of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 169393 Type: Individual Expiration: 6/16/2015 Tr# 238121 MICHAEL MCCARTHY MICHAEL MCCARTHY ----�— _. -- - --- II ow P.O. BOX 52 -----------—WEST DENNIS MA 02670 Update Address and return card.Mark reason for change. Address 0 Renewal J'Employment (� Lost Card SCA 1 ti 20M-05/11 `..`/ r The Commonwealth of Massachusetts Department oflndustrialAccidents Office of Investigations 600 Washington Street Boston,M4 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly like McCarthy Construction Name(Business/Organizaiionhndividual):_ P® Box 52 Address: West Dennis, AIA 02670 City/State/Zip: CS1pA§Q3 HIC-169393 Are y u an employer?Check the appropriate box: Type of project(required): 1. I am a employer with T 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and(or part-time),* have hired the sub-contractors 2.❑ I am a sole prapridtor or partner- listed on the attached sheet:t 7. []Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for mein any capacity, workers'comp.Insurance.' 9, ❑Building addition [No workers'comp.insurance 5. ❑ We are a corporation and its ME]Electrical repairs or additions required,] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MOL 11.❑Plumbing repairs or additions myself.[No workers'comp, c,152,§1(4),'and we have no 12.❑R of repairs insurance required.]t employees.[No workers' 13. ther comp,insurance required.] ;Any applicant that checks box#i must also fill out the section blow showing their workers'compensation policy Information. t.Homeo►vners who submit this affidavit indicating they are doing all work and then hire outside contractors most submit a new affidavit indicatng such. lContmetors that check this box must attached an additional sheaf showing the name of the sob•cartractors and their workers'Comp,policy Irr6smation. lam an employer drat Is providing workers'contpensarion Insurance for my employees ,Below Is the policy andjob site Information. Insurance Company Name: Policy#or Self ins.Lie.ff: VWL /1 Expiration Date: Job Site Address: �� ��L� City/Statelzip: t Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). F Failure to secure coverage as required under Section 25A ofMGL c.152 can lead to the imposition ofcriminal penalties of 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. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certtfy rr d (he pa a enalties ofperlury that the Information provided above is true and correct Si store: Ditto: p" SIT 1 Phone#: f Official use only. Do not write in Als area,to be completed by city or torten offletaL City or Town: PermitUcense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3,City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: CERTIFICATE OF LIABILITY INSURANCE DATE(MWDD/YYYY) 07/10/2014 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 pollcy(ies)must 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 01962-001 NaD€/1CT Bryden&Sullivan Ins Agcy of Dennis Inc Nlo.Ext: (508)398-6060 ,No,: (508)394-2267 PO Box 1497 �'Sss: So Dennis,MA 02660 -- INS RER AFFORDING COVERAGE _NAIC# INSURERA: A.I.M.Mutual Insurance Company 26158 INSURED INSURER B: ----- Michael McCarthy Construction Inc --- IN URER C: P 0 Box 52 INSURER D: West Dennis,MA 02670 — INSURER E: I 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. N07WITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO 'AI-IICH 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 TYPE OF INSURANCE INSPR � POLICY NUMBER 04SM MM/DD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY PARNNMGE TISESO REoNTED nce $ — CLAIMS-MADE OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ — GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: I PRODUCTS-COMP/OP AGG $ --�OLICY ' PE O ��.00 CT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ E accident �I ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ ON-OAUTOS AUTOS I_ HIRED AUTOS AUTOSWNED PROPE'er de DAMAGE $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS MADE AGGREGATE $ DED RETENTION $ OTM s ° $ pKMR sARr T AN yPRRPR�ET pR/pqR7NER/E�ECUTNE Y/N E.L.EACH ACCIDENT $ 500,000.00 A (Mandatory In NH) EXCLUDED? � NIA VWC-100-6017656-2014A 7/17/2014 7/17/2015 (((MYanddatory�I�neNunHd)e! E.L.DISEASE-EA EMPLOYEE $ 500,000.00 �Dt�UP ON OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000.00 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) Workers Compensation Coverage applies to MA employees only. CERTIFICATE HOLDER CANCELLATION Thieisch Engineering 195 Francis Avenue SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Cranston,RI 02910 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map l Parcel 03 8' Application # Health Division Date Issued Iy Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH 120 _ Preservation/ Hyannis Project Street Address 416'9' D 4�4. Cenor7//lle /77.9 D a63a. Village Cenkt-Yllk Owner rack 5,14 -5 Address gYRDA&CZ 4n. Ct-,1kn4 Telephone 77y/ �VF7.623d 1,,, Permit Request l/76/al �� color eleC QJIV/S 0.1 /100% 07 h oUse, be IoATon�eo�-d- tviM h 6rrte e%nca/ Svs�em Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District RC Flood Plain Groundwater Overlay Project Valuation'�l4 044 Construction Type Lot Size /70 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation;. f I Dwelling Type: Single Family 3-' Two Family ❑ Multi-Family (# units) Age of Existing Structure 10 VrS. Historic House: ❑Yes Q o On Old King's Highway-.s,❑Yes; ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other `a } Basement Finished Area (sq.ft.) r— Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new ` Number of Bedrooms: existing -new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ '6il ❑ Electric ❑ Other Central Air: ❑Yes 2 I�ona-Ffe-places: Existing New Existing wood/coal stove: ®'Ye t9b_ Detached garage: ❑ex 03 size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑-rreze_ Attached garage: ❑ exk n'cJ1ka,<ew size _Shed: ❑ existing ❑ new size — Other: . Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes CN'�lo If yes, site plan review # -- Current Use Sin Ile A�tr6V Proposed Use nd ch ume- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 7' e ,Qa47i G ir, Telephone Number 7 kl- R/4-_NE-9 Address i�G o Ge2j!7o9,s-7E �h,e,c Dr. ' 22.Y6 License# CS /07 6 6_? Jet/9 42.359 Home Improvement Contractor# /lam 8'5?Z Worker's Compensation # 6V/47&4,DQ 62�650?_V ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO Q i%KMPsrEe qAQ,0e Pom broke, 144 SIGNATURE DATE /ol'Z2L2-Ol�f !z FOR OFFICIAL USE ONLY 1 APPLICATION# " yDATE ISSUED ° MAP/PARCEL NO. ` ADDRESS VILLAGE - - OWNER - . _' _! . `• -. - r, � '... � , DATE OF INSPECTION: •,' Lam.FOUNDATIONu�,.. FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ^ FINAL BUILDING"(® _DATE CLOSED OUT _ R ASSOCIATION•,PLAN NO. xt- ( The Commonwealth of Massachusetts UVDepartment of Industria(Accidents s� Q ke of Investigations ° I Congress Street,Suite 100 "* Boston,MA 02114-2017 www massgov/dia 1 Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print.Legibly # . Name(Businmsrorganizationanaividual): SolarCity Corporation: Address:3055 Clearview Way City/State/Zi :San Mateo, CA 94402 Phone##888-765-2489 Are you an employer?Check the appropriate box:.. Type of project(required) 1.Q I am a employer with 7000 4. ❑ I am a general contractor and 1 s have hired h 6. ❑New construction r employees(full and/or part-time). the sub-conbuctors _ H •,; 2.❑ I am a sole proprietor or partner- listed on the attached sheet.. 7. ❑Remodeling r ship and have no employees +° These sub-contractors have g, ❑Demolition : t workingfor me in an capacity. a nployees'and have workers' Y P ty _ 9. ❑Building addition [No workers' comp.insurance comp.insurance. required.] 5:'❑ We are a corporation and its 10:❑Electrical repairs or additions'. j 3.❑ 1 am a homeowner doing all work officers have exercised their. I LL]Plumbing repairs or additions myself. [No workers' comp: : right Of exemption per MGL 12.❑Roof repairs . insurance required]t c. 152,§1(4),and we have no Solar Panels. employees. [No workers' Other 13' . comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information:. _ t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.y. j tContractors that cheek this box must attached an additional sheetshowing 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. lam an employer that is providing workers'compensation insurance for my employees Below is the policy and job site. information. Liberty Mutual.Insurance Company .. I Insurance Company Name: Policy#or Self--ins.Lic.'#:WA7-6613-066265-024 Expiration Date:09/01/2015 - L�Q' OC Job Site Address: / v P�JI! l/ 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 Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of 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. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereb eetW under the ains and enalties o er u that the information rovlded above is true and correct. Y ,fv P P IP J �' f P Si¢nature•��"`-- ✓l�'�—' ,y14.c2 87e Phone#: 7818167489 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 4 6.Other z.. Contact Person: Phone#: r AeCA ar CERTIFICATE OF LIABILITY INSURANCE °��`12014 YYY' � 08/29/20,4 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(iss)must 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 Ileu of such endorsement(s). PRODUCER CONTACT MARSH RISK&INSURANCE SERVICES PRONE FAX 345 CALIFORNIA STREET,SUITE 1300 a Fat No): CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRESS: tNSU S AFFORDING COVERAGE NAICO 998301-STND-GAWUE-14-15 INSURER A:libertyMutual Fire Insurance Company—-- 1 INSURED Ph(650)963-5100 INSURER B:iJbL y Insurance Corporation 42404 SdarCilyCorporation INSURERC:WA NIA 3055 Clearview Way INSURER D: San Mateo,CA 94402 INSURER E IN5URERF' COVERAGES CERTIFICATE NUMBER: SEA-MM02MM REVISION NUMBER:4 . 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 TYPE OF INSURANCE ADD POLICY NUMBER r POLICYr rEFF POLICY Y LIMITS + A GENERAL LIABILITY TB2-661- 014 09/0112014 09101015 EACH OCCURRENCE S 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Eaacamence $ 1�'� CLAIMS-MADE rq OCCUR NED EXP(Any am person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,WO,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG S J 2.�,000 X POLICY X PRO LOC Deductible $ 25,000 ii l F A AUTOMOBILE LU1BLnY AS2-661-0662650M 09101/2014 09101P1015 COMBINE SINGLE LIMIT 1,000,000 IXX ANY AUTO BODILY INJURY(Per Person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNEDPRO AMAGEPhys.Damap COMPICOLLDED: $ $1,000 J$1,000 UMBRELLA LIAR OCCUR - EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ I S B WORKERS COMPENSATION IWA7-66D-06265-024 09/01014 09/01015 X I WC STATU- OTH- AND EMPLOYERS'LIABILITY ANYANY PROPRIETORIPARTNERIEXECUTIVE YIN IWC7-061 066265-034(WI) 09101IZ014 09IO1/2015 1,000,000 OFFICERIMEMBER EXCLUDED? NIA EL EACH ACCIDENT $ B (Mandatory In NH) !'WC DEDUCTIBLE:$350,OW 1,000,000 Dyes, b `. EL DISEASE-EA EMPLOYE $ PTI DESCRIPTIONN O OF F OPERATIONS below E.L.DISEASE-POLICY LIMB $ 1,000,000 DESCRIPTION OF OPERATIONS J LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space N,squired) Evidence of Insurance. I CERTIFICATE HOLDER CANCELLATION SolarCdy Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Clearview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&insurance Services CharlesMannolejo 019I8-2010 ACORD CORPORATION. All rights reserved. ACORD 26(2010105) The ACORD name and logo are registered marks of ACORD t Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 . Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 ! Type: Supplement Card SOLARCITY CORPORATION. Expiration: 3(8t2015 CRAIG ELLS ------•- -------._..------- - 24 ST. MARTIN STREET BLD 2 UNIT 11=•P. ` " — — -- MARLBOROUGH, MA 01752 - -- .-- Update Address and return card.Mark reason for change. scar s, 2orn.05h t Address n Renewal (J Employment [! Lost Card n ---Office of Consumer Affairs&Business Regulation License or registration valid for individul use only, before the expiration date. If found return to: ME IMPROVEMENT CONTRACTOR 't lti Office of Consumer Affairs and Business Regulation x Registration: 168572 TyP(" 10 Park Plaza=Suite 5170 ^ Expiration: 3l8t2015 Supplement',:ard PP Boston,MA 02116 SOLARCITY CORPORATION CRAIG ELLS 24 ST MARTIN STREET BLD 2UN1 � i5AALBOROUGH,MA 01752 Undersecretary Not v lid without signature t MassachUsetts-Dep.irimenf of Pu`b11e S.itetY , Board of Budding f egui<,trons .gnu.StAaP.1rds jtitr 1r#.lt+�n�uI;S•r`�t� , .. ` . License, CS-107663 4 JMV CRAIG ELLS. 206 BAKER STREET . �' ',.,` r Keene.NH 0343I' 08/29/2017 `. .: Office of Consumer Affairs and Business Regulation ,ram fa 10 Park Plaza. - Suite 5170 Boston, Massachusetts 02116 Home Improvement.Contractor Registration Registration: 168572 Type: Supplement Card Expiration: 3/8/2015 SOLAR CITY CORPORATION WAYNE EUBANK 24 ST. MARTIN STREET BLD 2 UNIT 11' MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. SCA 1 0 20M-0511 ❑ Address n Renewal ❑ Employment Lost Card dice of Consumer Affairs&Business Regulation License or registration valid for individul use only before the expiration nation date. If found return to: a" ME IMPROVEMENT CONTRACTOR p 1 Office of Consumer Affairs and Business Regulation • . ,,Registration: 168572 Type: 10 Park Plaza-Suite 5170 pl- Expiration: 31&2015 Supplement Card Boston;MA 02116 SOLAR CITY CORPORATION WAYNE EUBANK 24 ST MARTIN STREET BLD 2UN1 I�IIAF'2LBOROUGH,MA 01752 Undersecretary Npi valid without signature .. r r ' DocuSign Envelope ID:2DEABC3D-094E-4B02-9D8A-1E976D3954A9 ;,;SOIarClty a .Power Purchase Agreement q. 3 } F w,_ Here are the key terms of your SolarCity Power' Purchase Agreement Daig7172014 O .. r 12 E5, � x � 620,years �» System installation cost x °' Electricity rate per kWh° Y m:. Agreement term mg Our'Promises#.to You m a � tia + e 8 ..i7 •3 .P& :, _ ${ ,3 We insure,maintain,and repair the System(including the inverter)at no additional cost to you,as specified in he agreement., • We provide 24/7 web=enabled monitoring at no additional cost to you"as specified in the agreement. = ° • We warranty your roof against leaks and restore your,roof at the end of the agreement,as,speclfied In the agreement: • The rate you pay for electricity,exclusive of taxes,will never increase by,more than 2.50%per year. . - • The pricing in this'PPA Is valid for 30,dajrs'after 10/7/2bl4. We are confident that we deliver excellent value and customer service.As result, you are free to cancel anytlmeaatTy no charge prior to construction on our home. A, � 9 p Y 7 W, . t . . , . Estimated First Year Production '" ` a� 4,924 kWh . � A kb . Customer's Name & Service Address Exactly as it appears on the utility bill Customer Name and Address Customer Name Installation Location Carla Santos _ ': Leonardo Silva 48 Padlock Ln 48 Padlock Ln Centerville, MA 02632 Centerville, MA 02632 Options for System purchase and transfer:. Options at the end of the 20 year term: • If you move,you may transfer this agreement to the purchaser of your SolarCity will remove the'System at no cost to you. Home,as specified in the agreement. You can upgrade to La new System with the latest solar • At certain times,as specified in the agreement,you may purchase the a technology under a new contract. System. � . .: y You may purchase the System from SolarCity for its fair..` • These options apply during the 20 yea_r ate_rm of our agreement and not market value as specified in the agreement. beyond that term. _ You may renew this agreement for up to ten.(10)years in two(2)five(5)year increments..• 3055 CLEARVIEW WAY, SAN MATEO, CA 94402 888.SOL.CITY 1888.765.2489 SOLARCITY.COM MA HIC 168572/EL-1136MR Document Generated on 10/7/2014 317857 ri. .O r DocuSign Envelope ID:2DEABC3D-094E-4B02-9D8A-1 E976D3954A9 22. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in their YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR TO entirety and I acknowledge that I have received a complete copy of this MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE Power Purchase Agreement. YOU SIGN THIS CONTRACT. SEE EXHIBIT 1,THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Na ijast" EXPLANATION OF THIS RIGHT. (OU S#)Af bS 23.ADDITIONAL RIGHTS TO CANCEL. Signature: `D42D_M264EFMOC... IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 22,YOU MAY ALSO CANCEL Date: �TO/7/2014� THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 24. Pricing The pricing In this PPA is valid for 30 days after 10/7/2014. If you Customer's Name: Leonardo Silva P 9 y y Doastnee by: don't sign this PPA and return it to us on or prior to 30 days after 10/7/2014,SolarCi reserves the right to reject this PPA unless " StAal ty 9 1 Signature: you agree to our then current pricing. Date: 10/7/2014 = SolarCity. Power Purchase Agreement SOLARCM APPROVED Signature: UNDON RIVE, CEO (PPA) Power Purchase Agreement Date: 10/7/2014 o Aa Solar.Power Purchase Agreement version 8.1.1 317857 c o r tSoiarCi ;r r OWNER AUTHORIZATION Job ID: 0 Z 45-57� Location: `t a �Cr Up C<� �!i! �Q�ij films (�1�C C� s Ze 01,io / 6 as Owner of the subject'property hereby authorize SolarCity'Corp—HIC 168572/ MA Lic 1136 MR to act on my behalf, in.all matters relative to work authorized by this building permit application and signed contract. ; Sig . _ Date: 24 St Martin Drive,Building 2 Unit 11 Marlborough,MA 01752 7(888)SOL-CITY' F(508)460-0318 SOLARCITY.COM AZ ROC 243771,CA CSLB BW104,CO EC 8041,CT HIC 0632778.DC HIC 71101486;DC HIS 71101468,HI CF29770,. MANIC 168572,MD MHIC I28948,N1 13YH06160600,.NY WC24624 411,OR OC8 180498,PA 077343,TX TDLR 27006,WA SOLARC•91901 .0!s ,So1arGt OF 3055 Clearview Way,San Mateo CA 94402 , ,5 9 NDREW D. (888)-SOL-CITY (765 2489) I wwnnr_solarcity_com q A � s L WMlT& October 13, 2014 STtiDC7iftAt Project/Job#026559 RE: CERTIFICATION LETTER. NA Project: Silva Residence 48 Padlock Ln Centerville,MA 02632 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey team from SolarCity, Structural review was based on site observations and the design criteria listed below: , Design Criteria: �. -Applicable Codes'= MA Res. Code,8th Edition,ASCE 7-05,and 2005 NDS - Risk Category= II ,. -Wind Speed = 110 mph,Exposure Category C r - -Ground Snow Load = 30 psf - MPl: Roof DL= 7,5 psf, Roof LL/SL= 23.1 psf(Non-PV Areas), Roof LL/SL= 15.6 psf(PV Areas) 1 -MP2: Roof DL= 8 psf, Roof LL/SL= 23.1 psf(Non-PV Areas),Roof LL/SL 23.1 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is riot required because Ss =0.19069 < 0.4g and Seismic Design Category(SDC) = B < D r • „ On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. . ' -. . A t_• ..a., i * ; '' , .. I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from', ' PV modules have been reviewed'and determined to meet or exceed structural strength requirements of the MA Res.Code,8th"Edition.-` Please contact me with any questions or concerns regarding this project. R Sincerely, Digitally signed by Andrew ` Andrew.White,P.E. White E Structural Engineer:u' Main: 888.765.2489,x2377 Date:2014.10.15 08:26:34-04'00' email: awhite@solarcity.com a _ 3055 Clearview Way San Mateo,CA 94402 .T(650)63871028 (888)SOL CITY F(650)638-1029 solarcity.com~ AZAOO'24377i.cA .Wfl 104;MFOG041:CT J;40 J4a,bC:^u0st{7tatiaWHi5711g1 86,HtCr+29/20 WAH�:iSW".;Vffir+41�'t2�e4a8.01133 IV ifiY8Kt10.. . - QRl,7Ge'4.16Q498.E`e18t7"3�'..7Y.'S' R274fOt tYAGI:I.SO�.ARO'StS507.C,21S23 Sg1ardtr.Alf h�hts rsaxeYM. ., , _ .; a 10.13.2014 ! , - SleekMountT'" PV System Version#39.1 �o, So Structural Design-Software PROJECT INFORMATION &TABLE OF CONTENTS _Project Name. Silva Residence^ v _ AAHJ_ Barnstable'_ _- Job Number: 026559 Building Code: MA Res.Code,8th Edition Customer_Name: Silva;Leonardo Based n: IRC 2009„//IBC 2009 •_ Address: 48 Padlock Ln ASCE Code: ASCE 7-05 Ci State'_ Ce__n_te__rv_ ille MA Risk Cate o w III Zip Code 02632 Upgrades Req'd? __ No Latitude/Longitude: 41.675897_, J0.36.0525.,,� Stamp_Req'd? , Yes •_ SC Office: South Shore PV Designer: Ted Monhollon Calculations: Lisa:Whitwell u Y - EOR:1777 Andrew White P.E. Certification Letter 1 Project Information, Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19069 < 0.4g and Seismic Design Category(SDQ = B < D 1/2-MILE VICINITY MAP Ir It MX C • 'D i qg"i a I G I 6b i 48 Padlock Ln,Centerville, MA 02632 Latitude:41.675897,Longitude: -70.360525,Exposure Category:C t LOAD ITEMIZATION - MPi PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight s 0.5 sfi PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description MP1 Roofing Type s L�TComp Roof• ,( 1Layers 2 psf 'S Underlayment Y p Roofing Paper p Re-Roof to 1 Layer of Comp? No Plywood Sheathing , Yes 1.5 psf Board Sheathing, Rafter Size and Spacing 2 x ti @•16 in. O.C. 1.7 psff Vaulted Ceiling_ .� No Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 7.5 psf(MPI) 7.5 psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load LO 20.0 psf Table 4-1 Member Tributary• -rea At _ < 200 sf Tr — Roof Slope 7/12 Tributary Area Reduction; ....., Rl ss9m 1 _ ,- Section 4.9y „ Sloped Roof Reduction Rz 0.85 Section 4.9 Reduced Roof Live Load x Lr _- 4= L9(R,)'(R2) uation 4-2 ..o. Reduced Roof Live Load Lr 17 sf MP1 17.0 sf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1' Snow Load Reductions Allowed? Yes x r Effective Roof Slope 300 Horiz. Distance,from Eveito.RidgeW _w 17 8;ft ___---_--.-_- Snow Importance Factor IS 1.0 Table 15-2 Snow Exposure Factor k " �Ce Partially Exposed Table 7 2 4 Structures kept just above freezing Snow Thermal Factor Ct � Table 7-3 . Mrnmum'Fiat Roof Snow Load(w/' y Pt min 23.1 psf °� �* '`N 7 3A 7: Rain on,Snow_Surcharge) Flat Roof Snow Load pf pf= 0.7(Ce)(Cr)(I) pg; pf? pf-min Eq: 7.3-1 23.1 psf 77% ASCE Design Sloped Roof Snow.Load Over Surrounding Roof Surface Condition of Surrounding All Other Surfaces , Roof CS-rof 1.0 Figure 7-2 Design Roof Snow Load Over PS-roof= (CS-roof)Pf ASCE Eq:7.4-1 SurroundingRoof PS fOOf 23.1 psf 77% ASCE Design Sloped Roof Snow Load Over PV Modules . Unobstructed Slippery Surfaces Surface Condition of PV Modules CS_PV 0.7 Figure 7-2 Design Snow Load Over PV PS-PV_ (CS-PV)Pf ASCE Eq:7.4-1 Modules PS-PV 15.5 Psf 52% COMPANY PROJECT WoodWorksQD SOPMARF FOR WOOD IMMV Oct. 13, 2014 14:49 MP1.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: ' Load Type Distribution Pat- Location [ft]. Magnitude Unit tern Start End Start End DL Dead Full Area No 7.50 (16.0) * psf PV LOAD Dead Partial Area No 2.42 13.83 3.00 (16.0) * psf SNOW LOAD Snow Full Area Yes 23.10 (16.0) *. psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 0' 1'-2" 5-6" 16-2" Unfactored: Dead 21 146 65 Snow 82 281 137 Factored: Total 103 426 202 Bearing: F'theta 518 518 518 Capacity Joist 3011 3011 2720 Supports 2789 2789 - Anal/Des Joists 0.03 0.14 0.07 Support 0.04 0.15 - Load comb #5 , #8 #7 Length 3.50 3 .50 3.50 Min req'd 0.50*' 0.54** 0.50* Cb 1.11 1.11 1.00 Cb min 1.75 1.70 1.00 Cb support 1.25 1.25 - Fcp sup 425 425 - *Minimum bearing length setting used: 1/2"for end supports "Minimum bearing length governed by the required width of the supporting member. Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP1 Lumber-soft, S-P-F, No.1/No.2, 2x6 (1-1/2"x5-1/2") Supports: 1 -Lumber Stud Wall, S-P-F Stud; 2-Lumber-soft Beam, S-P-F No.3; 3- Hanger; Roof joist spaced at 16.0"c/c; Total length: 18'-1.7"; Pitch: 7/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); F1Zu F WOodWorkS® Sizer` SOFTWARE FOR WOOD DESIGN MP1.wwb WoodWorks@ Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi)and Deflection (in) using NDS 2012 Criterion Analysis Value Design •Value Analysis/Design Shear fv = 38 Fv' `_ 155 fv/Fv' = 0.25 ' .° Bending(+) fb 581 Fb' 1504 fb/Fb' ' = .0.39 Bending(-) fb = 648 Fb' 1064 fb/Fb! 0.61 Live Defl'n 0.16 = L/832 0.75 L/180 0.22 Total Defl'n 0.24 = L/554 1 1.12 = L/120 0.22 Additional Data: FACTORS: F/E(psi)CD CM Ct CL... CF Cfu Cr Cfrt Ci Cn LC# Fv' .135 1.15 1.00 1.00 - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.,000.. 11.300 1.00 - 1.15 1.00 1.00 6 Fb' - 875 1.15 1.00 1.00 0.707 '.1.300 , 1.00 ,1.15. 1.00 1.00 - 8 s Fcp 425 - 1.00 1.00 = - - 1.00 1-.00 - - E' 1.4 million 1.00 1.00 - .' - - - 1.00 ii.00. Emin' 0.51 million 1.00 1."00` , - - - 1'.00' :1.00 " - 7 CRITICAL LOAD COMBINATIONS: , Shear LC #2 = D+S, V = . 232, V design 21i lbs Bending(+) LC #6 = D+S (pattern: ssS) , M 366 lbs=ft , Bending(-) : LC #8 ='D+S (pattern: sSS) , M 408 lbs-ft Deflection: LC #7 = (live) , LC #7 = (total) . r _ D=dead L=construction' S=snow W=wind I=impact Lr=roof constr. Lc=concentrated .+ All LC's are listed in the Analysis. -output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span. ,{ t Load combinations: ASCE 7-10 / IBC 2012 + CALCULATIONS: Deflection: EI = 29e06 lb-in2 "Live" deflection Deflection from all, non-dead loads.-(live, .wind snow...) Total Deflection = 1.00(Dead Load Deflection) +Live Load Deflection. Bearing: Allowable bearing at an 'angle F'theta calculated for each support as per NDS 3 .10.3 , } Design Notes: • 4 1. WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC.2012);.the National Design Specification (NDS 2012), and NDS Design Supplement: 2. Please verify that the default deflection limits are appropriate for your-application. .3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause'4.4.1." 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6.The critical deflection value has been determined using maximum back=span_ deflection._Cantileve'r deflections do not govern design. �CALCU�LATIONOF DESIGN MCI Mounting Mountin Plane Information Roofing Material Comp Roof PV,System Type __- _ - SolarCity SleekMount' w Spanning Vents No - Standoff Attachment Hardware �ecom Mount T e C" Roof Slope 300 Rafter Spacing _ 16 :O C._ Framing Type Direction Y-Y Rafters Purlin_Spacing' �' -,, ,. X-X Purlins Only .- -_ " .NA - Tile Reveal Tile Roofs Only NA - Tile Attachment system : Tile.Roofs_Onlyx - __ _ _ IStanding Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind,Design,Method Partially/Fully Enclosed Method "' .. u _ . Basic Wind Speed ~ V 110 mph Fig. 6-1 ExposukCategory _# __- s' 7 "'P"=' C s' _Section 6.5.6.3 Roof Style Gable Roof Fig 6-11B/C/D-14A/B Mean Roof Height . I h 15 ft& ll.Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factor Krt ' — __ _.. 1.00 Section y6 5.7 , Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance Factor I 1A Table 6-1 Velocity Pressure qh qh =0.00256(Kz)(Kzt)(Kd)(VA 2)(I) Equation 6-15 22.4 psf F Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext.-Pressure Coefficient(Down), GC'Yp W, _P 0.88 "" `' m" Fig.76-11B/C/D-14A/B Design Wind Pressure p p =qh (GC) Equation 6-22 Wind Pressure U -21.3 psf Wind Pressure Down 19.6 psf LALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allow_ able Cantilevers Landscaped ' " ' 24" `° �''"_ _ _ _ NA £. Standoff Configuration Landscape Staggered Max Standoff TributarY Area17 sf , PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at� t Standoffactual 339"Ibs' _ Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity - DCR A -67.8%,.. ,;. _. X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever Portrait 19 a NA, Standoff Confi tion Portrait Staggered Max Standoff_Tributary Area- ' Tr_ib ``'21'sf' PV Assembly Dead Load W-PV _ 3 psf Net Wind Uplift at Standoff T actual •. ..A -424ibs. g .: Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR 84.8%o i LOAD ITEMIZATION - MP2 PV System Load PV Module Weight(psf) 2.5 psf t ,, Hardware Assembl Wei ht' s p'' _�.� •'•° ��,i }_�' ��� ` '� �' ��} ,.� : :���;, : _ ,��,• ,,� . 0:5 sf - PV System Weight s 3.0 Psf • Roof Dead Load Material Load Roof Category Description MP2 Roofin T e 9. yp _ :: .�. A =. ::,COnlp Roof ( Ye ) oaf 2;5 psf, - . Re-Roof to 1 Layer of Comp? No Underlayment . F. Roofing Paper = 0 5 psf Plywood Sheathing Yes 1.5 psf Board Sheathin None _. Rafter Size and Spacing 2 x 8 @ 16 in.'O.C.- 2.3 psf., Vaulted Ceiling, _.. !.r.. Miscellaneous Miscellaneous Items 1.2 psf Total Roof Dead Load 8 psf MP2 8.0 Psf Reduced Roof LL Non-PV Areas ` Value ASCE 7-05 Roof Live Load L° 20.0 psf Table 4-1 MemberTrib_u_tarK rea -" At "t -`' . <;200 sfE-, -" Roof Slope - —6/12 - Tributa Area`Reduction " R ., a° 1 = ?� Section 4:9 Sloped Roof Reduction RZ 0.925 Section 4.67 Reduced Roof:Live Load i •lE nation_4=2 w< Reduced Roof Live Load Lr 18.5 psf MP2 18.5 psf Reduced Ground/Roof Live Snow Loads Code 4 Ground Snow Load p9 30.0 psf . " ASCE Table 7-1 Snow Load_Reductions Allowed?_` Yes ' "' Effective Roof Slope 250 - Horiz._Distance,frorr Eve to Ridge - _W 9.5-ft - - Snow Importance Factor IS 1.0 Table 1:5-2 Snow Exposure Factor Partially O posed Table 7-2 N, w r Snow Thermal Factor Structures kept just above freezing Table 7-3 1.1 Minimum Flat Roof Snow Load(w/ s »-- " k }- - Rain onaSnow Surcharge)" _ """J 's 231 psf ` 7.3'4&7 10 _ Flat Roof Snow Load Pf pf=0.7(Ce)(Ct)(I)pg; pf>_ pf-min Eq: 7.3-1 23.1 psf 77% ASCE Design n Sloped Roof Snow Load Over Surroundin Roof Surface Condition of Surrounding All Other Surfaces, Roof CS-roof 1.0 Figure 7-2 Design Roof Snow Load Over Ps-mf= (CS-roof)Pf ASCE Eq: 7.4-1 Surroundin Roof PS-roof 23.1 psf 77% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_Pv Unobstructed Slippery Surfaces1.0 Figure 7-2 Design Snow Load Over PV PS-pv= (Ce-pv)Pf ASCE Eq: 7.4-1 Modules PS.-PV 23.1 psf 77%. COMPANY PROJECT WoodWorksOD SOFlWARf FOR WOOD OFSIGN Oct. 13, 2014 14:54 MP2.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 8.00 (16.0) * psf PV LOAD Dead Partial Area No 1.67 7.42 3 .00 (16.0) * psf SNOW LOAD Snow Full Area Yes 23 .10 (16.0) * psf *Tributary Width (in) Maximum Reactions (Ibs), Bearing Capacities (Ibs) and Bearing Lengths (in) : 10'-6.9 0' 1' 8'-11" Unfactored: Dead 74 61 Snow 154 129 Factored: Total 228 190 Bearing: F'theta 493 493 Capacity Joist 2868 2591 Supports 2789 - Anal/Des Joist 0.08 0.07 Support 0.08 - Load comb #2 #4 Length 3 .50 3..50 Min req'd 0.50* 0.50* Cb 1.11 1.00 Cb min 1.75 1.00 Cb support 1.25 - Fcp sup 1 425, - *Minimum bearing length setting used: 1/2"for end supports Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP2 Lumber-soft, S-P-F, NoAlNo.2, 2x8 (1-1/2"x7-1/4") Supports: 1 - Lumber Stud Wall, S-P-F Stud;2 - Hanger; Roof joist spaced at 16.0"c/c; Total length: 10'-6.9"; Pitch: 6/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); -'CF_ WoodWorks® Slzer SOFTWARE FOR WOOD DESIGN MP2.wwb WoodWorksO Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 Criterion Analysis Value Design Value Analysis/Design Shear fv = 19 Fv' . = 155 fv/Fv' = 0.13 Bending(+) fb = 329 Fb'. = 1389 , fb/Fb.l. = 0.24 Bending(-) fb = 20 Fb' ,= 913 fb/Fb' = 0.02 Live Defl'n 0.05 = <L/999 0.59*' L/180 0.08 Total Defl'n 0.08 = <L/999 0.89 = : L/120 0.09 . Additional Data: FACTORS: F/E(psi)CD CM Ct CL -L CF Cfu . Cr Cfrt Ci: Cn'. , LC# Fv' 135 1.15 1.00 1.00 - ' - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1".000 1.200 1.00 1.15 1.00 1.00 - 4 Fb' - 875 1.15 ,1.00 1.00 0.701 1.200 1.00 1.15 1.00 ' 1.00-;. - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1:00 - - . E' 1.4 million 1.00 1'.00 - - - 1.00 J.00 -. 4 Emin' 0.51 million 1.00 1.00; - - - - -.1.00 ::1.00 - 4 CRITICAL LOAD COMBINATIONS: " Shear LC #2 = D+S, V = 166, V design = 141 lbs Bending(+) : LC #4 = D+S (pattern: sS) , M = : 360, lbs,,,ft r Bending(-) : LC #2 'D+S, M 21' lbs�.ft Deflection: LC #4 = (live) LC #4 = (total) , ' D=dead L=construction S=snow W=w'ind I=impact Lr=roof constr. Lc=concentrated" All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span, Load combinations: ASCE 7-10 / IBC 2012 tf CALCULATIONS: Deflection: EI = 67e06 lb-in2 f "Live" deflection = Deflection from•all "non-dead loads' (live, wind, snow .) Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at_an. angle F'theta• calculated for each support as per NDS 3 .10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code�(IBC 2012),-the National' ' Design Specification (NDS 2012), and NDS Design Supplement. ' 2. Please verify that the default deflection limits are appropriate for your application. .. ; 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. II • 4 . 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections'do not govern design. CALC_ULATION--M— Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity SleekMouq Spanning Vents No Standoff Attachment Hardware ri, Comp Mount T eC, c ,LLr, . . Roof Slope 250 Rafter,Spacmg � Framin Type Direction Y-Y Rafters v Purlin Spacing u X-X Purlins Only_ y NA Tile Reveal Tile Roofs Only_ NA Tile Attachment System " Tile Roofs Only . NA l — - IStanding Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 —�.�---�- --•.---ter.. -, -- __. -- _.-- -.-�,g--�« �. WindyDesign,Metliod _ _Partiaily/Full_Enclosed Method -. —y —-- ------ - -- .� Basic Wind Speed V 110 moh Fig. 6-1 Exposure Category C �Sedon 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height I h >4,.15 ft :> w _ M, •, 1 Section 6.2 _. Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topographic Factory _ •Krt .: £ r4 Section 6 5.7r 1.00 w Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance Factor = T = I4 r L-01 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(VA 2)(I) Equation 6-15 22.4 psf Wind Pressure Ext.Pressure Coefficient U GC -0.88 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient Down m. GC `p wn _ '. _ 0,45 '' i " Ae Fig:6-11B/C/D`14A/B Design Wind Pressure P p = qh(GC) Equation 6-22 Wind Pressure U -19.6 psf Wind Pressure Down 10.1 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever_ x_ Landscape . 1. 24 Standoff Configuration Landscape a Staggered Max Standoff Tributary Area,&' 1.7 sf PV Assembly Dead Load *PV 3 psf Net Wind Uplift:at Standoff= - T-actual 308_lbs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci DCR . 61.7% . X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable,Canblev_er_--- _- —Portrait— w. . 20'tr..• �w,;,,�NA Standoff Configuration Portrait Staggered Max Standoff,,Tributary_-Area j_ .L L Trib` u n 21 sf $ d PV Assembly Dead Load W-PV 3 psf _ Net Wind;Uplift at_Standoff T�actual� r _> -386Ibs *' Uplift Capacity of Standoff T-allow 500 Ibs. Standoff Demand Ca aci DCR 77.2% THE r Town of Barnstable Permit 4 I z/S of Expires 6 months rom is ge tat �7 Regulatory Services Fee r r w IIARN6TABLE, 9� MAM 1639. Richard V.Scali,Interim Director �� QED MA't� Building Division olO 31Uh'f Tom.Perry,CBO,Building Commissioner 200 Main Street,Hyannis,MA 02601 .www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY i Not Valid without Red X-Press Imprint /Map/parcel Number. yy 63 t_.. roperty'Add Bess. r l P 19t , 1 OC< L!U A t (-'fir F_U Il�l e 106= 0 2 6 0 I ❑Residential Value of Work$ -1 OO, Minimum fee of$35.00 for work under$6000.00 Owners Name&Address _ Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) Email: Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor MAR 112014 "2I am the Homeowner ❑ I have Worker's Compensation Insurance ABLE Insurance Com an Name • -TOWN®��A��S '� P y Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed).(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side ®-Replacement Windows/doors/sliders.U-Value aximum.35)#of windows U _'� #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. '.Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is required. . SIGNATURE: '. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 061313 . Y 5X J,7 ' .The Commonwealth o,f Massachrrnetts Department of Industrial Accide ws Office of Investigations 600 Washington Street Boston,MA 02111 nomv.mass gov/dia Workers' Compensation Insurance Affidavit Builders/Con ' ns/rPlumbers Applicant Information Please Print IAybly !`Na1rie(Eusmess�}Organizatiom�li�di,,�dnal): /ji, () �rl4l� A &ess: _ q S oL!g LAj v i i c City/State./Zip: AAA 0 1 Phone## _ Z 3 Are you an employer"Check the appropriate bom Type of project(required): L❑ I am a employer with 4_ I am a general contractor and I employees(full and/or part-time)-* have hired the sub-contractors 6_ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7- ❑Remodeling slip and have no employees These sub-contractors have g ❑Demolition working for me in any capacity- employees and have workers' r7�� X 9- ❑Building addition L"�W6r1Ce[S' comp.insurance comp-rnsurance; .f; required.] 5. EJ We are a corporation and its 10_El Elechical repairs or additions 3 I am a homeowner doing all work officers have exercised their il.Q Plumbing repairs or additions myself [No workers'camp. right of exemption per MGL 12..E]Roof repairs innu nce required.]F c.152;§1(4X and we have no employees-[No workers' 13..E Other comp.insurance required.] *Pray applies 4hat checks box#1 must also fill out the section below showing rhea wozkere compensation policy iaErmirtion. 1 Homeowners who submit this affidasit indicating they are doing all wcxk and then hire outside contractors must submit a new affidavit indicating snick. 1Couvactors that check this boot must attached an additional sheet showing the name or the sub-coittracuirs and state whether or not those entities have employees. If the sub-contractors have employees,they mast pmvide their workers'comp.policy number. lam an employer tliat is prosiding ii orkers'compensation insurance for my enrpfoyees. Below is the policy and job site information. Insurance Company Name: Policy 9 or Self-ins.Lie.#: Expiration I}ate: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation polio*declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c_ 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 andror 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. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for instrance coverage verification. I do hereby cerl under the pains and penalties ofpeduty that t he information prat ided abate is true and correct Date: Phone 9: Of jfcial use only. Do not tart*in this area,to be completed by city or town officiaL City or Town: PermitUcense-M Issuing Authority(circle one): 1.Board of Health 3.Budding Department 3.City/Town.Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone 9- 6 j Town of Barnstable Regulatory Services ze pFIKE r, Richard V.Scali,Interim Director Building Division >;nxrtsrUrE Toni Perry,Building Commissioner hUss. 9 1639. ��� 200 Main Street, Hyannis,MA 02601 �bAl fD ,� www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION BB t yy E Please Print � .. � JOB LOCATION: �� J 1 I OCK Lk) number C street { village C'HOMEOWNER":, name pp� f home phone# work phone# CURRENT MAILING ADDRESS: �C 11 pra loc K city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building_permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, ybylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures-and requirements and that he/she will comply with said procedures and requirements. e o Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building,Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,.particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. - Q:\WPFILES\FORMS\building permit forms\EXPRESS.doe Revised 061313 �TME Tod Town of Barnstable Regulatory Services MASS. g, Richard V.Scali,Interim Director nnu�" Building Division Tom Perry,Building Commissio r 200 Main Street,Hyannis,MA 0 01 www.town.barnstable.ma s Office: 508-862-44038 Fax: 508-790-6230 Property O er Must Complete and Si n This Section If Using Builder as Owner of the subject property hereby authorize V to act on m behalf, Y in all matters relative to work authorize b this building permit (Ad ess of Job) **Pool fences and alarms re the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. �. Signature of Owner Signature of Applicant l Print Name Print Name Date Q:FORMS:OWNERPERMISSIONPOOLS 10/13 Assessor's map nd, I number .... r��.' ..: .. SEPTIC SySTE ��' 7 - INSTALLED IN C MPL A �fTHETo�y� Sewage Permit number ........................................................ U T I I R7-I„L E II NC rgYd�ay C� STATE T • D t'� 9HHST4DLE, i House number .......:-.......................°.......:................. LA T ll-n,,,, E AND p1/� rb a 1 39. \0� 0MPY� TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO .... r V0!t-.4 I ... .......t A 1.i.�QYi�.. .......................:..............:.......:.......... TYPE OF CONSTRUCTION ..........W.M. .........................................................:........................ ........ .....................19.Z.b TO THE INSPECTOR OF BUILDINGS: i The undersigned hereby applies for a permit according to the following information: Location ..... ..�3...... .1 t.4U.c�.C- ...... (A...............C,n.o .......Aq.. 55....,............................................. ProposedUse ...1F.A.M ). ...z M........................................................................................................................................ Zoning District .........t4n,..................................................Fire District ..6,Nmgyme-e `.!W.S ................. Name of Owner ..: .�.......t..jA,1IA,K—,r ...............................Address ...q.S..PAGUM.k.:.��: Name of Builder .C�7,A....v1:t510.4'A49 Address ..i(dA.4.Q... tE-baR 3:5....0AV1S. ..... Name of Architect . ...Address —" Number of Rooms ft y ............�.....................................................Foundation ...�1�........��..C9..���.....�C�?.11�=�,.:................. Exterior ....... LvsA. .�.1.L:......................................................Roofing ....PS.P.9JoltL ..................................................... v Floors .Interior = Heating .....I.H.......(�X.xtN4 ?.!~''r1�.. ? .�t��:��.` 4�?.�PIumbing ......... ..0.............................................................. Fireplace Approximate Cost ........... �� C? ............................... ......... .../..... Definitive Plan Approved by Planning Board _______________________________19________. Area ` S Diagram of Lot and Building with Dimensions Fee .... ................................ SUBJECT TO APPROVAL OF BOARD OF HEALTH 1 cM)"ic— �b I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .............................C.. ... . .. .... . .. .. ....._. .............. I Holland, A. add to d�eIlio�� ' ' No ..� .. Permit for —'. ........................... ' ..,—.—.. � - —.------.-------------^----.. ` . ~ ' 48 �adloo� �aue Location --------------�------.. .---.--.. —...--'----. A. Holland Owner ......... Typo of Construction frame - .............. -----� _ ---- .��----..-------------------- --------.— Lot ---..�------. ! P|c� 0ovambar l5 - 78 Permit <�ron/o6 ' . . ---. ]g -----' ' =� -. ,Date of Inspection .. ���« ...............l9 ~ ` - ^ Date'Completed ...... ...... '� r PERMIT REFUSED °- .......................................................... lV �—. . ----.-----.~.--------.------ ............................................................�..~.--.. . . _ .^—^.-'—'—''�^—^"'----~^r^---'—` --..,—'----,—.—.—.—..~-...—.---..~. ^ _^............................................. ]A . . ` � '-----------...-----.—...�. . ---.---.',.-----------....~.~.��.. ' ' Assessor's map and lot number .....�.rl�? ......... / SEPTIC SYSTEM MUST BE Sewage Permit number // INSTALLED IN COMPLIANCE g l.........� WITH ARTICLE 11 STATE ;SANITARY ODE AND Tel QyofTNET TOWN OF BARNSTJ MEE& 98$BSTALIBM i p�a ..7q. U:IL Dh 1 INSPECTOR 4p i6 \00 �FQ tlPY a' � , APPLICATION FOR PERMIT TO ....... Ll/,L/ .................................................................................................. TYPEOF CONSTRUCTION .......... <.1. :....................................................................................................... h'!�.....�.C ...........�9. -TO-"THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ... ( .... f}!V4 ........ .../LLB ................................................................. ProposedUse .c1 Tf �F ...... � ` ....... 5�,� .......................................................I......................... Zoning District ........................................................................Fire District a, ¢— 'lLl /D57 j1'�/u� .. ................... ................ Name of Owner P -AJ►c—C 1.4:.r3.1-'`�(U!�.. /,Address Y6 (ik K.../14.4,��:..... t.�R.l r... .. Nameof Builder M ..............................................Address .................................................................................... Name of Architect .�Lr. �R/�. � � � c �.L.....Address ...H.Ig10 M. .S.... ........................ Number of Rooms ......... ................................................FoundationDU E� �OA/C�'C ' Exterior ..................................................... .. �C�-(— 5.P"'lMY C-Ce Floors ........1...�:�.�C...�...�..�v� ..Interior .. ��.........................................:................... ..... ......................................... Heating .... N I C?l ;.. ..........:...........................Plumbing .......(2PPP ..IR....................................................... Fireplace ....... ........ ......:..... ........................................Approximate Cost ..... V�.�.D.OQ..............• :.... ................ n------t 9-7 Area rlC 1/ ® Definitive Plan Approved by Planning Board �f��__L_� _ . ..............T...... Diagram of Lot and Building with Dimensions Fee .............................. SUBJECT'TO APPROVAL OF BOARD OF HEALTH _ OIC. �y I hereby agree to conform to all th(Rules and Regulations of the Town of Barnstable regarding the above construction. Name .�. .... .. .... ........ . .. ./..../.. ................ Daniel A. Broom Jr., Inc. ry- �No ...17�..... Permit for .........one sto..... ..... single family dwelling ........................................................ . ... R Location O Padlock Lane Centerville .................................................. Owner Daniel A. Brown Type of Construction .................fr'. ............. ................................................................................ Plot ............................ Lot ................... 18...... l Permit Granted April 26 19 74 ....... ....... j...... ...... ........ Date of Inspection ✓... I .,/�l. ..... 9 i Date Completed ... �..� 1�7�� PERMIT REFUSED ................................................................ 19 ............................................................................... 1 I ............................................................................... ................................................................................ I - Approved ................................................ 19 ............................................................................... 4 ............................................................................... _ • - ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A AC . ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATION ALLY—RECOGNI ZED,TESTING - DC DIRECT CURRENT LABORATORY SHALL LIST ALL .EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TURING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. ' MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. _ S STAINLESS STEEL STC STANDARD TESTING.CONDITIONS r TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT ) 4 Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT, 3R . NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 PROPERTY PLAN PV3 SITE. PLAN PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV5 UPLIFT CALCULATIONS PV6 THREE LINE DIAGRAM. GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION Cutsheets Attached ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE.2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. . MODULE GROUNDING METHOD: AHJ: Barnstable REV BY DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Boston Edison) CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER PREMISE OWNER: DESCRIPTION: DESIGN: JB-026559 00 SANTOS, .CARLA SANTOS RESIDENCE Ted Monhollon .� � r ' CONTAINED SHALL NOT BE USED FOR THE • BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: .� O ty NOR MALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 48 PADLOCK LN 4.08 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: CENTERVILLE,. MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (16) CANADIAN SOLAR # CS6P-255PX 24 St Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PACE NAME: SHEET: REV: DATE Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. INVERTER. 7744871 230 PV 1 10 14 2014 E'(65o)638-1028 F: (650)638-1029 SOLAREDGE SE3000A—USOOOSNR2 COVER SHEET / / (888)—SOL—CITY(765=2489)-•ww.solarcity.com PROPERTY PLAN N Scale:l" = 20'-0' W 0 20' 40' f S J B-0 2 6 5 5 9 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: \\` SolarCity.CONTAINED SHALL NOT BE USED FOR THE SANTOS, CARLA SANTOS RESIDENCE Ted Monhollon �`�'sBENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ooNOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 48 PADLOCK LN 4.08 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES CENTERVILLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (16) CANADIAN SOLAR # CS6P-255PX SHEET: REV: DATE; Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE3000A-USOOOSNR2 7744871230 PROPERTY PLAN PV 2 10/14/2014 (888)—SOL—CITY(765-2489) www.solarcitycom PITCH: 30 ARRAY PITCH:30 MP1 AZIMUTH:255 ARRAY AZIMUTH:255-- l`Et�OC - MATERIAL: Comp Shingle STORY: 1 Story tee• �s��,h PITCH: 25 ARRAY PITCH:25 ANDIR W D- ��s MP2 AZIMUTH: 165 ARRAY,AZIMUTH: 165 - " VV111TE `�) S'rrtLtr,Ft�A�. y MATERIAL:Comp Shingle STORY'. 1 Story Nm 471tC. f .o `s At STAMPED & SIGNED FOR STRUCTURAL ONLY Digitally signed by Andrew White Date:2014.10.15 08:23:07-04'00' LEGEND A (E) UTILITY METER & WARNING LABEL h� INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS s - © DC DISCONNECT & WARNING LABELS zar M B AC AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS B DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS O DEDICATED PV SYSTEM METER ' H D 1 ' O STANDOFF LOCATIONS i CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR AC O GATE/FENCE HEAT Inv Q PRODUCING.VENTS ARE RED INTERIOR EQUIPMENT IS DASHED - L_J SITE PLAN N Scale: 1/8" _ 11 W 0 1' 8' 16' E CONFIDENTIAL— THE INFORMATION HEREIN 1(16) OB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE J B-0 2 6 5 5 9 0 0 SANTOS, CARLA_ SANTOS RESIDENCE Ted Monhollon = =SO�aC�t�/ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., OUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR INComp Mount Type C 48 PADLOCK LN 4.08 KW PV ARRAY o PART TO OTHERS OUTSIDE THE RECIPIENTS ODULES CENTERVILLE MA 02632.1 ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE CANADIAN SOLAR # CS6P-255PX24 St. Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN t PAGE NAME SHEET. REV:' DATE: Marlborough,MA 01752 PERMISSION of SOLARCITY INC. ISOLAREDGE SE30o0A—US000SNR2 7744871230 SITE PLAN PV 3 10/14/2014 (888)-SOL)CITY(765-2489)6www.solacitycom S1 si (E) LBW (E) LBW SIDE VIEW OF MP2 NTS B SIDE VIEW OF MP1 NTS A MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24rr STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 4811 2011 PORTRAIT 48" 19 ROOF AZI z55 PITCH 3o RAFTER 2x8 @ 16" OC ROOF AZI 165 PITCH 25 ARRAY AZI 165 PITCH 25 STORIES: 1 RAFTER 2x6 @ 16 OC STORIES: 1 ARRAY AZI 255 PITCH 30 C.I. 2x6 @16" OC Comp Shingle C.J. 2x6 @16"OC Comp Shingle PV MODULEOF }tJLC�\ 5/16' BOLT WITH. LOCK INSTALLATION ORDER & FENDER WASHERS !� A;,'DgE-nra_ ' LOCATE RAFTER, MARK HOLE WHITE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRTr,t� �1T � AY SKIRT (6) HOLE: 4 (2) SEAL PILOT HOLE WITH '� ;,�1•` `�� � ZEP COMP MOUNT C O _ POLYURETHANE SEALANT. Fs ♦ ZEP FLASHING C (3) (3) INSERT FLASHING. (E)-COMP. SHINGLE STAMPED & SIGNED(1) (4) PLACE MOUNT. FOR STRUCTURAL ONLY (E) ROOF DECKING V (2) (5) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL V FOOT WITH C(6) NS LL LE ELING 00WITH SEALING WASHER BOLT & WASHERS. (2-1/2" EMBED, MIN) (E) RAFTER 1 .STANDOFF PREMISE OWNER DESCPoP110N: DE9GN: CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 5 5 9 00 \\, SolarCit CONTAINEDTAINED SHALL Ail - BENEFIT NOT BE USED FOR THE SANTOS, CARLA SANTOS RESIDENCE Ted Monhollon BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ��,� r NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 48 PADLOCK LN 4.08 KW PV ARRAY. PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES CENTERVILLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH r 24 SL Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (16) CANADIAN SOLAR # CS6P-255PX SHEET: REV DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T: (650)638-1028 F: (650)638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE SE3000A—USOOOSNR2 7744871230 STRUCTURAL VIEWS PV 4 1o/1a/2o14 (888)—SOL—CITY(765-2489) www.solarcity.com UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE -026559 00 CARLA SANTOS RESIDENCE Ted Monhollon - BENEFIT OF ANYONE EXCEPT SOLARCITYSANTOS, TY INC., MOUNTING SYSTEM: ���°SolarCity.NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 48 PADLOCK LN 4.08 KW PV ARRAY �r PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: CENTERVILLE, MA 02632 THE SALE AND USE OF THE RESPECTIVE (16) CANADIAN SOLAR # CS6P-255PX 24 St. Martin Drive, Building 2.Unit 11, SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET: REV: DATE 52 T. (650)6 n, A7 38-1028 F: (61 638-1029 PERMISSION OF SOLARCITY INC. 77448 SOLAREDGE SE3000A—USoo0SNR2 71230 UPLIFT CALCULATIONS PV 5 10/14/2014 (B88)-saL_arr(7es-CITY salaraity.aam GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (N) GROUND Panel Number: Inv 1: DC Ungrounded # GEN 168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:43993950 INV 1 —(1)SOLAREDGE E Q S, 2 0 V, 97.5.; w/UNR2 LABEL: A —(16)CANADIAN SOLAR ,' CS6P-255PX # Inverter; 30 OW, 240V, 97.5%d w/Unifed Disco and ZB,RGM,AFCI PV Module; 255 234.3W PTC, Black Frame, MC4, ZEP Enabled ELEC 1136 MR Underground Service Entrance INV 2 Voc: 37.4 Vpmax: 30.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 125A MAIN SERVICE PANEL E; 10OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER—HAMMER 10OA/2P Disconnect 3 SOLAREDGE SE3000A—USOOOSNR2 (E) LOADS B �4�� SolarCity Lt L2 N 2 A 1 20A/2P GND _—_____________ EGG DC- DC+ - - - A ---------------------- - GEC ---TN DC- DC- MP1,MP2: 1x16 3 1'3) s I t -�---- -- ---------------- ---t� EGC-—-—-----------—----------- EGC I , I N c EGCIGEC I - I I `- GEC-r- y TO 120/240V SINGLE PHASE I I I I UTILITY SERVICE I 1 i I I I I I , I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POI (1)MURRAY MP2z020 PV gACKFEED BREAKER 6 (1)CUJLER-HAMMER �j OG221URB /� A (1)SalarCity 4 STRING JUNCTION BOX D� Breaker, 20A 1P-20A/2P-20A/1P, 2 Spaces, Quad Disconnect; 30A, 24OVac, Non-Fusible, NEMA 3R A 2x2 STFt�GS, UNFUSED, GROUNDED -(2)Ground Rod; 5/8'x 8', Copper -0)CUTLER-�IAMMER #DG03ONB Ground/Neutral Kit; 30A, General Duty(DG) PV (16)SOLAREDGE 30O-2NA4AZS PowerBox Optimizer, 300% H4, DC to DC, ZEP nd (1)AWG#6, Solid Bare Copper -(1)Ground Rod; 5/8' x 8', Capper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE (1)AWG #10, THWN-2, Black (1)AWG#10, THWN-2, Black Voc* =500 VDC Isc 15 ADC (2)AWG 110, PV WIRE, Black Voc* =500 VDC Isc =15 ADC O (I)AWG #10, THWN-2, Red O (1)AWG#10. 1HWN-2, Red Vmp =350 VDC Imp=11.51 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.51 ADC (1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=12.5 AAC (1)AWG#10, THWN-2, Green EGC. , . .-(1)Conduit Kit; 3/4' EMT J . . . . . . .70)AWG #8,.THWN72,.Green r CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: JB-026559 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE SANTOS, CARLA SANTOS RESIDENCE Ted Monhollon BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: A 4solarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 48 PADLOCK L1 IN 4.08 KW PV ARRAY �� PART IZ OTHERS OUTSIDE THE RECIPIENTS MODULES CENTERVILLE IVIA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St.Martin Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (16) CANADIAN SOLAR # CS6P-255PX 1752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET. REV: DATE Marlborough,MA 50) PERMISSION OF SOLARCITY INC. INVFRIER: 7744871230 PV 6 10 14 2014 T, (sso)638-1028 F. (650)638-1029 SOLAREDGE SE3000A—USOOOSNR2 THREE LINE DIAGRAM / / (888)-SOL-CITY(765-2,09) www.solorcitycom Label Location: Label Location: Label Location: • o 0 0 •o - o (C)(CB) o ffia (AC)(POI) (DC) (INV) Per Code: o n-. Per Code: ° Per Code: NEC 690.31.G.3 �o 0 o NEC 690.17.E . o• a NEC 690.35(F) Label Location: o :o o - - o 0 0 TO BE USED WHEN O O O (DC)(INV) °•° ' o-• -- -o e o • s • INVERTER IS. D O Per Code: UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: o (POI) -o (DC)(INV) Per Code: 's Per Code: o ° o- NEC 690.64.B.7 I -° NEC 690.53 IeU0 IRIPWSURFUM MIS o- o -o - Label Location: F-03 (POI) Label Location: - o 0 o Per Code: (DC) (CB) •10 0 o 0 o e NEC 690.17.4; NEC 690.54 _ Per Code: o • ° -° NEC 690.17(4) -o 0 o•o ° • e o• _ _ IFUU- tp o -o e o• os °. � G1 Label Location: o Mnn (DC) (INV) Label Location: 11VV Per Code: ��� (D) (POI) NEC 690.5(C) UItV Per Code: �` o- • -o •° °• ° - e e e®•.,Dowo NEC690.64.B.4. Label Location: - Label Location: O (POI) O O O (AC)(POI) ° -o - e - Per Code: (AC); AC Disconnect I111[�rn�� Per Code: NEC 690.64.B.4 (C): Conduit ll�� ►►``�� NEC 690.14.C.2 (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit ` Label Location: (INV): Inverter With Integrated DC Disconnect rill (AC)(POI)Q Per Code: (LC): Load Center NEC 690.54 (M): Utility Meter l�7 (POI): Point of Interconnection CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED , �`•I �� C= 0® IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, SC Label Set �,•.����Ofa�'� TAMM EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE �� ®OLU3ITY SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. o TM . t F TM — Solatgty. SleekMount =Comp SolarCity SleekMount Comp The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed \ Installation Instructions is optimized to achieve superior strength and Zep CompatibleTM modules + aesthetics while minimizing roof disruption and iO Drill Pilot Hole of Proper Diameter for •Interlock and grounding devices in system UL labor.The elimination of visible rail ends and listed to UL 2703 _ Fastener Size Per NDS Section 1.1.3.2 mounting clamps,combined with the addition of array trim and a lower profile all contribute •Interlock and Ground Zep ETL listed to UL 1703 �°A{ Q Seal pilot hole with roofing sealant as"Grounding and Bonding System" O` to a more visually appealing system.SleekMount g g y � � ©3 Insert Comp Mount flashing under upper utilizes Zep Compatible TM modules with •Ground Zep UL and FTL listed to UL 467 as � � layer of shingle strengthened frames that attach directly to grounding device r 4© Place Comp Mount centered . Zep Solar standoffs,effectively eliminating the ""- " need for rail and reducing the number of •Painted galvanized waterproof flashing upon flashing standoffs required. In addition, composition .Anodized components for corrosion resistance O5 install lag pursuant to NDS Section 11.1.3 shingles are not required to be cut for this with sealing washer. system, allowing for minimal roof disturbance. •Applicable for vent spanning Junctions Secure Leveling Foot to the Comp Mount using machine Screw Place module Components © 5/16"Machine Screw B Leveling Foot Lag Screw - r' ©D Comp Mount Q O Comp Mount Flashing , ® a o� •D o�� } e� Solal'Cit�/ January 2013 �o/r �1� Ul. LISTED ��� SolarCit ® January 2013 y a g -2 PX 35/240/245/250/255 e GS6P nF< Cana i , C� anSOIar Black-framed K�h<ouB # Electrical Data sr" tea 1s STC'"' °_*":.'` CS6P-235PXCS6P-240PXCS6P-245P CS6P-250PXCS6P-255PX Temperature Characteristics '`.. a . i `' Nominal Maximum Power(Pmax) 235W 240W 2451N 25OW 255W " ' Pmax -0.43%/°C Optimum Operating Voltage(Vmp) 29.8V 29.9V 30.OV 30.1V 30.2V - ' �� �. Optimum Operating Current(Imp) 7.90A 8.03A 8.17A 8.30A 8.43A Temperature Coefficient Voc -U.34%/°C Open Circuit Voltage(Voc) 36.9V 37.OV 37.1V 37.2V 37.4V-- Isc 0.065%/°C ' Short Circuit Current(Isc) 8.46A 8.59A 8.74A 8.87A 9.00A Normal Operating Cell Temperature 45t2`C ,. $¢ Module Efficiency 14.61% 14.92% 15.23% 15.54% 15.85% --� Operating Temperature •-40°C-+85°C Performance at Low Irradiance „ FF Maximum System Voltage 1000V IEC /600V UL Industry leading performance at low irradiation `T - Maximum Series Fuse Rating 15A environment,+95.5%module efficiency from ank 4 Application Classification ClassA irradiance of 1000w/m'to 200w/m' Power Tolerance 0-+5W (AM 1.5,25 V) Next Generation Solar Module Under Standard Test Conditions(STC)ofirradiance ofl000W/m2,spectrum AM 1.5 and cell temperature of25'C - En ineerin Drawings ; NewEdge,the next generation module designed for multiple Engineering 9 - • .�NOCT,°.;. _��°,Ms ^,::. C56P-235PXCS6P-240PXCS6P.245PXCS6P-250PXCS6P-255PX. i types of mounting systems,offers customers the added • ' �,.. Nominal Maximum Power(Pmax) 170W 174W 178W 181 W - 185W t value of minimal system costs,aesthetic seamless Optimum Operating Voltage(Vmp) 27.2V -27.3V 27.4V 27.5V 27.5V appearance,auto groundingand theft resistance. Optimum Operating Current(Imp) 6.27A 6.38A 6.49A 6.60A 6.71A Open Circuit Voltage(Voc) 33.9V 34.OV 34.11V 34.2V 34.4V The black-framed CS6P-PX is a robust 60 cell solar module Short Circuit Current(Isc) 6.86A 6.96A 7.08A 7.19A 7.29A _ incorporating the groundbreaking Zep compatible frame. _ under Normal operating can Temperature.Irradiance oraoowfm2,spectrum AM 1.5,ambient temperature zo'C. .! -- - The specially designed frame allows for rail-free fast wind epaea 1 m/s installation with the industry's most reliable grounding Mechanical Data Cell Type s Poly-crystalline 156 x 156mm,2 or 3 Busbars - - stem.The module uses high efficient poly-crystalline lline ` Y 9 YP sta Y Y silicon cells laminated with a white back sheet and framed Cell Arrangement 60(6 x'10) Key Features ; S with black anodized aluminum.The black-framed CS6P-PX Dimensions 1638 x 982 x 40mm(64.5 x 38.7 x 1.57in) • Quick and easy to install - dramatically is the perfect choice for customers who are looking for a high Weight 20.5kg(45.2 lbs) reduces installation time quality aesthetic module with Lowest system cost. 3 Front Cover 3.2mm Tempered glass , 1 Frame Material Anodized aluminium alloy • Lower system costs - can Cut rooftop - J-BOX IP65,3 diodes - installation costs in half Best Quality .Cable 4mm'(IEC)/12AWG(UL),1000mm • 235 quality control points in module production Connectors • Aesthetic seamless appearance - low profile • EL screening to eliminate product defects MC4 or MC4 Comparable cs with auto leveling and alignment • Current binning to improve system performance ModuleStandard Packaging per modules Oft.per Cont) zs(40 e • Accredited Salt mist resistant Module Pieces per container.(40 ft.Container) 672pcs(40'HQ) r • Built-in hyper-bonded grounding system- if it's -V Curves`f� 255PX, V mounted,it's grounded w BeStwarrarltylnSUrarlCe �o - 1- "" - . _ _ i s CS6P- _ I • Theft resistant hardware • 25 years worldwide coverage o a ! - Section A-A • 100/e warranty term coverage � s _ __ j _ _ __ _ • • Ultra-low parts count - 3 parts for the mounting Providing third party bankruptcy rights 'i 3 p I and grounding system • Non-cancellable • e I 5 a I t - � Industry first comprehensive warranty insurance by mmediate coverage - �, a I AM Best rated leading insurance companies in the Insured by 3 world top insurance companies ; * o 12-0,, world Comprehensive Certificates Z f = _ 2 -25c Industry leading plus only power tolerance:0-+5W _ r�z S.C. • IEC 61215,IEC 61730, IEC61701 ED2,UL1703, o -B5r 15 Backward compatibility with all standard rooftop and CEC Listed,CE and MCS a 1e r 20 2.su 3s+a ° P Y P a • rassm its fias:a.0 ground mounting systems • IS09001:2008:Quality Management System • ISO/TS16949:2009:The automotive.quality- 'SpecLfi cations included in this datasheel are subject to change without prior notice, • Backed By Our New 10/25 Linear Power Warranty management system Plus our added 25 year insurance coverage ISO14001:2004:Standards for Environmental About Canadian:Solar management system Canadian Solar Inc.is one of the wortd's largest solar Canadian Solar was founded in Canada in 2001 and was 197% AddedV • QC080000 HSPM:The Certification for companies. As a leading vertically-integrated successfully listed-onNASDAQ Exchange (symbol: CSIQ) in Value Fro Fr manufacturer of Ingots,wafers,cells,solar modules and November 2006. Canadian Solar has module manufacturing so% °m Warranty Hazardous Substances Regulations solar systems, Canadian Solar delivers solar power capacity of 2.05GW and cell manufacturing capacity of 1.3GW. OHSAS 18001:2007 International standards for products of uncompromising quality to worldwide so% ..- s,1 occupational health and safety customers. Canadian Solar's world class team of 0% s 10 15 zo zs REACH Compliance professionals works closely with our customers to provide them with solutions for all their solar needs. • 10 year product warranty on materials and workmanship O aE -`., <sP�=C E C�� E,� •_ - �v �lapv 25 year linear power output warranty www.canadiansolar.com EN-Rev 10.17 Cepyrlght a 2012 Canatl an Soler Inc. - d IA n solar=oo solar ' 0 0 SolarEdge Power Optimizer Module Add-On for North America y p; P300 / P350 / P400 9 P r t' r,V d xr SolarEd a Power 0 timize `:. t4• } �'"` ,-^' P300 P350 P400 Module Add-On For North America (for60[eII PV (for 72<eII PV (for 96 cell PV �" !y``. modules) modules) modules) .INPUT P300 / P350 / P400 5�+ Rated lnputCC Powe '� 3t)D 35D 4D0 W .................... ..... .... ..... .. .. .... ..... ..... . Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc .................................. ........................ .... ......................... ........ ..... ...... ... ... .... ..... . _ ,•.: MPPT Operating Range 8 48 .... ............... ... ... 8..80 ... Vdc,... Maximum Short Orcw[Current(Is[) 10 - Adc „ Maximum DC Input Current ... ...... ........................12.5 ............................... ...Adc... .; Maximum Efficency ...99.5.. ....%.. .............................................................................. .......... .. . ..... ....................................... 'mow, Weighted EfficiencyF . ....... ..................................................... ......................................9 ................................... .Overvoltage Category %..... II OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current ..... ......... ... .. 15 _.,,.,.,,.,....... ,... Adc .., ............................................................................. .... ... . .,.. .. rim Maximum Output Voltage 60 Vdc fpL. - iOUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) - f •-- Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE WEMC FCC Part15 Class B,IEC61000 6 2,IEC61000-6 3 Safety IEC62309-1(doss II safety),UL1741 �. „ .. ............................ ....... ........ .................... Yes ........ .... ...... .......... RoHS .t.' •; fl^ �+r ,. 4 INSTALLATION SPECIFICATIONS'.. _ pry`"' Maximum Allowed ystem voltage 3000 Vdc I fi ........nsio.........L x H).... .. ........... ................................... ..... ' Dimensions(WxLx H) 141x212 x40.5/5 SSx834x 1.59 Weight(inducting cables) 950/2.1 gr/Ib . ...... .. ..................... ............... .. ...................................................................... ' Input Connector MC4/Amphenol/Tyco E" Output Wne Type/Connector Double Insulated,Amphenol t" ....................................................................... ............:............. .. .................. Output Wire length 0.95/30 3.2/3.9 m/ft .............................................................. ................. ..................................... .... Operating Temperature Range 40. +85/40..185 - 'C/'F .......... .... ...... ................. .. . .......................... ..... ........ ..... ... .. „ - - Protection Ranng IP65/NEMA4 - , Relative Humidity 0 100 .. ......................................................................... ...... ................ ................................ Rama src Rp.er pone moeme—je d.p,R.sx p�Re,oma.an<e allowed .... R PV SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE - INVERTER 208V 480V . PV power optimization at the module-level Minimum Strin Len h PowerO timrze s 8 30 18 .................g... ..�........?........�. .................. .. ... . - - Maximum String Length(Power Optimizers) 25 25 50 ........... ........................... ........................... ............. ............................................................................................... — Up to 25%more energy Maximum Power per String 5250 6000 12750 W — Superior efficiency(99.5%) .................g..................... .................................................._............ ........................... ......................... .......... Parallel Strings of Different Lengths or Orientations Yes — Mitigatesalltypesofmodulemismatchlosses,frommanufacturingtolerancetopartial-shading """"""""""'-"""""""""""'""'""'"'"" """""""""""""""""""" """""""""""""""'""""' """"""' — Flexible system design for maximum space utilization - - Fast installation with a single bolt - - r--- - ' - - -' - Next generation maintenance with module-level monitoring — Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us