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0423 SKUNKNET ROAD
r 1 Cape Save Inc. 7-D Huntington Avenue South Yarmouth, MA 02664 Tel: 508-398-0398 Fag: 508-398-0399 10/11/16 Town of Barnstable a Thomas Perry CBO ' Building Commissioner OCT 200 Main St. Hyannis,MA 02601 2016 - ON OF RE: Building Permit#B-16-2581 ]gC TO: Building Inspector(s), This affidavit is to certify that all work completed for 423 Skunknet Road, Centerville has been inspected by a third party Certified Building Performance Institute(BPI)Inspector. All work performed meets or exceeds Federal and State Requirements. Sincerely, William McCluskey iI! , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map TO Parcel � Application # —BUILDING DEPT. pp Health Division Date Issued.. Conservation Division SEP O 6 2016 Application Fee Planning Dept. TnWN OF BARNSTABLE Permit Fee • 0v Date Definitive Plan Approved by Planning Board Historic- OKH _ Preservation/ Hyannis Project Street Address a S ktkn VAt/'T ea Village C poie 'i lie r Owner �e 0�1 i C o 0 S Address C.,M e Telephone Permit Request A.,u -I �0 � a i S ek I At, q0+; b , l 01 m Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation kO 0 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ 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 Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New. Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 2(No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) "- Name W tllk,km �Cl.'�S -G 5Me 15�.,Telephone Number 5 3 Qg 6A Address 1 i���1++1�f�'t AVV License # r C Pr u 661 Home Improvement Contractor# 0v Email Worker's Compensation # LP C,O 9 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO Y.rwgvw A n SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. HOME OWNER WEATHERIZATION WORK PERMIT: PLEASE COMPLETE AND SIGN THIS FORM AS THE APPLICANT HOMEOWNER. �l hereby consent to and agree that weatherization work may be done by the Weatherization Program of Housing Assistance Corporation on the property located at: �v'I � M� 0a�3a The weatherization work done will be based on programmatic priorities and availability of funding and it may include all or some of the following measures: i Weather stripping; air sealing; attic&basement insulation; exterior wall insulation; ventilation measures In consideration of the weatherization work to be done at my home I agree to the following: 1. I give permission to Housing Assistance Corporation the property with such equipment and materials as may be necessary to perform weatherization. 2. The Housing Assistance Corporation reserves the right to inspect the fuel or utility bill for the weatherized unit on an ongoing basis for no more than five (5) years after the I weatherization work is completed. I have read the provisions of this agreement and give my consent. - o Home Owner(signa s Home Owner emaik 'j'���Cl/����"f � L mate. 1 Agent:(signature) Date: Weatherization Contractors: Adam T Inc Ca a Save All Cape Energy Frontier nergy Solutions Alternative Weatherization Lohr Home Improvement Building Science Construction Tupper Construction Cape Cod Insulation aC0 CERTIFICATE OF LIABILITY-INSURANCE °A'�( '°°"'6 4/12/2oi 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.ADDITI:ONAL INSURED,the poilcy(les)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 endorsements s PRODUCER CCOME Risk Strategies Company " Risk Strategies Company PHc°Nd E "7B1)986-400 (AJCFAX (781)963=4420 No: 15_ Pacella Park Drive ADxss:randol hcld@risk—strata i0m Suite 240 - _ _. ... - -INSURER(S)AFFORDING COVERAGE ' a NAILS, Randolph MA 02368 p INsuRERA:Seleet- ve Ins. pF America INSURED _ iN'suRERB:Allmerica Financial Alliance Ins Co .10212 Cape Save, Inc INSURERC:Star insurance do 7 D Huntington Ave INSURERD` ~ INSURER E: South Yarmouth MA 02664 INSURERF i ' COVERAGES CERTIFICATE NUMBER:CLl.641211375 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 HER.EI.N 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 .POLICY.NUMBER. IMMIDDNYYYI EFF MI ICY EXP . .,.. LIMITS LTR X COMMERCIAL GENERAL LIABILITY rGENERAL URRENCE DAMAGETUITERTEU A CLAIMS MADE "Xa OCCUR f Es ocairrence $ 100,OO D X ' .81994480 10/16/2015 A6/16tN16 one arson) $ . - 10,00�0. ` - w,q, „• L&ADVINJURY $ 1,000,,000'" - ... . . - GEN'L AGGREGATE LUOIT APPLIES:PER: s - "" AGGREGATE $ 2l0.00i'.000 POLICYII'ECT �LOC a PRODUCTS-COMPlOPAGG $" 2,000,000: OTHER-:. AUTOMOBILE LIABILITY 't {' OMBINED SINGLE acc -L 1 •. $ 1;000,001D B ANY AUTO M ABBR46796500 BODILY MJURY(Per person) $ALL OWNED SCHEDULED 11/6/2015 11/6/2016 BODILY INJURY(Per accident) $ AUTOSAUTOSNON-OWNED PROPERTYDAMAGE $X HIREDAUTOS AUTOS - � " ' " " n-- Peracdder1 X UMBRELLA LIAB X OCCUR" EACH OCCURRENCE" $ 1 1000 000 A EXCESS LIAB CLAIMS-MADE ,, .AGGREGATE $ 1 000,:000 DED X RETENTION$. HIL 61994480 ,10/16/2015"10/26/2016" $ pER OTH- - WORKERS COMPENSATION «�, OfS£cers included for 1 " r pr YIN ly::H ' "X STATUTE ER - AND EMPLOYERS'LIABILITY .. OF�FICEOPRIETOREXCLUEDREDIECUTIVE N Cavera y E.L.EACH ACCIDENT $ 500 000 NIA C (MandatorylnNH) f�• Je'Ip .j VC085540700 4/9/2016 4/,9/.2017 1 E.L!DISEASE-EA EMPLOYE $ 500..000 If yes,desaibe.under DESCRIPTION.OF OPERATIONS:below E.L.DISEASE-POLICY LIMIT $ 500 000 DESCRIPTION OF OPERATIONS FLOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule;maybe atteched.lf more apace fe required) " National Grid Corporate Services LLC d/b/a National Grid, Action Inc, Colonial Gas Company and NStar Electric are all included as Additional Insursds kth'respects'-to the General Liability'coverage of named insured as required by written contract, r Fl CERTIFICATE HOLDER.' Al CANCELLATION SNOULD ANY OF THE ABOVE DE8CRIBED;POLICIES BE CANCELLED.BEFORE: HOtlsinq• Assistance Corporation. .r t THE EXPIRATION DATE THEREOF, NOTICE WILL'BE DELIVERED IN Cape Light Compact ACCORDANCE WITH'THE POLICY PROVISIONS. Barnstable County .. -} t •-:,,,,4 n 1;»'. •': `^ AV'rt14RIZEDREPRESENTATIVE - ' 460 west .i+laia 9tree.t '� _ Hyannis, Poi 02601 r Michael Christian/CLC _ 01999-2014 ACORD CORPORATION. All rights reseryad. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INSt125 p.M.01)- r The Commonwealth of Massachusetts Department of Industrial Accidents I Congress Street,Suite 1.00 Boston,MA 02H4-2017 M www.mass.govldia tVorkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Bus n..ess/Organization/Individual):Cape Save Inc Address:7-D Huntington Avenue City/State/Zip:South Yarmouth, MA 02664 Phone#:508-398-0398 Are you an employer?Check the.appropriate box: Type of project(required): 1. I am a employer with. 15 employees(full and/or part-time),* 7. New construction 2. I am a sole proprietoror partnership and have no employees working for me in ❑ 8. Remodeling any capacity.[No workers'comp.insurance required:] 3.M I am a homeowner doing all work myself.[No workers'comp.,insurance required.]t 9. ❑Demolition 10❑Building addition 4.0 l am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance.or are sole I L M Electrical repairs or additions proprietorswith.no employees. 12.❑Plumbing repairs or additions 5.❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13:❑Roof repairs These sub-:contractors have employees and have workers'comp-insurance) 6.F�We are a corporation and its officers have exercised their right of exemption per Iv1GL c. 14.❑✓ Other Insulation 1.52,§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'.policyinformation. t Homeowners who submit this affidavit indicating;they are doing all work and then hire outside contractors must submit anew 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 ins_urance for my employees. Below is the policy and job site information. Insurance Company Name: Star Insurance Co. Policy#or Self-ins.Lic.#: WC085540700 Expiration Date: 4/9/2017 Job 1Site Address: 423 Skunknet Road City/State/zip:Centerville 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$1,5.00.00 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 herebycerti under th alns and enalties o er.'u that the in ormadon rovided above is true and correct. .rY P p fP J +7i .f p Sip-nature: _ Date: 916/16 Phone#:508:-398-0398 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#: i office.of Consumer:Affairs and Business Regulation. 10 Park Plaza- Suite 5174; Boston,Massachusetts 02116 Home Improvement:Contractor, eglstratior r Regrstratron -11380; Type .C:orporation. / Exprratron 3/14/2018 Tr# 419291 CAPE SAVE INC. WILLIAM _McCLUSKEY _ is 7—D HUNTINGTON AVENUE SOUTH YARMOUTH, MA 02$64. Update Address and return card Mark reason for change. '" _ Address. C:Renewal: :Employment E] Lost Card SCA i 0 20M-05l11 - Jre`�a�zizzcoazcyealll a�-Ulluaaucla�e Otlice of Consumer Affairs-&Bus►`ess Regulation License or registration valid for individul use ogly _ HOME IMPROVEMENT CONTRACTOR before the expiration date If found'sreturn io Registration t713g0 Type: Office of Consumer Affa►rs and Bus.mess Regulation � Expiration 3/14/2018 Corooratiori 1,0 Park Plaza-Suite 5170: ' �- Boston,MA 02,116 CAPE SAVE INC. ' t7 �9 i WILLIAM McCLUSKEY _. 7-D HUNTINGTON AVENUE- °' SOUTH YARMOUTH MA'02664 Undersecretary" -Not valid; ,i �gnature,. I g�{ Massachusetts Department of Public Safety Board of Building Regulations and Standards License:CSSL 102176 Vim WILLIAMJ MCU 37 NAUSET ROAD West Yarmouth MA r , Expiration Commissioner 06128/20.17" I PROJECT, ADDRESS: PERMIT# PERMIT DATE: LARGE ROLLED PLANS ARE M. a.:. � pox _ Loy Data entered in'MAPS program on: i t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map V `7® Parcel a Application # Health Division Date Issued Conservation Division �� Application Fee Planning Dept. Permit-Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address 3 5 KUN,K AJ e-T Road Village e yl f ✓v,"l l Owner J4Pcme 7- il1c` Gc� l U t� Address 'Id3 ,r1ee/11k-VP-1,e# Telephone 5�64_.3 4"1- 03 1 r/ Permit Requestelzolae evllflu ' 4 6 OIL Ji-1 v dr4l,Kv rt 11,1cxP 1z 4-11�riAf 9 Z. a A< AP4 Re v// ak/ 6vd/ T l�e r.A /�e p of e a sw 5 4 Ale a! 444/0f /.,,,0 AKfPa U�Jr�1ikJ,0,trf!/1 i ��cWN✓in�i� ll _� '- o�CC.✓i /lr140 liJ� ,�PIJ/4'G�G�IJLP a d d 4 va c r y Y X/o' Pe elf 64,vri le W"IL i Square feet: 1 st flo r: existing IV-proposed C1 2nd floor: existing3 6 proposedLTotal new Zoning District C- Flood Plain Groundwater Overlay Project Valuation /5'10/000 Construction Type Lot Size 0, 3 V / Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family a Two Family ❑ Multi-Family (# units) Age of Existing Structure a'" Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: Lit Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area (sq.ft.) ® ' Basement Unfinished Area (sq.ft),T r Number of Baths: Full: existing Z Fa new o 1 Half: existing 4 newer Om;: Number of Bedrooms: existing-3 new Total Room Count (not including baths): existing new First Floor Room Count ► Heat Type and Fuel: I/Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes LYNo Fireplaces: Existing / New C) Existing wood%coal storey ❑:Y s O'N0 C) Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: (914 k1 td qtf eY) Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ZNo If yes, site plan review # Current Use Si4/6/-e rA mdLi Proposed Use Sl N G!?- rAmr ll APPLICANT INFORMATION W R HOMEOWNER) e a 'li �y#�l JJ/ Name 6U✓ ��� Telephone Number YC/_ Address 16qg" All uj,Ty 4 License# C S &7 e,1)-rd/4-, AN d 2.& 3s< Home Improvement Contractor# el Ye Worker's Compensation # W c C- ,rr,00 'v MrV72 oi3l' ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO YW ✓P�pG!Gl�a►AJi Z k• +/,/U6)CUI t SIGNATUR DATE FOR OFFICIAL USE ONLY APPLICATION# r DATE ISSUED P , n , MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: taPFO-UNDATION, - FRAME ti_INSULATIW, t�Opylor^ 9 QT1S FIREPLACE = - ELECTRICAL: ROUGH FINAL ` PLUMBING: ROUGH FINAL GAS: ROUGH FINAL •- FINAL BUILDING ='��Z`��lS 1� o.t DATE CLOSED OUT '- E ASSOCIATION PLAN NO. , ,I f The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ° d 1 Congress Street,Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Na1T10 (Business/Organization/Individual): Capizzi Home Improvement Inc Address: 1645 Newtown Road City/State/Zip:Cotuit, MA 02635 Phone#:508-428-9518 Are you an employer?Check the appropriate box: Type of project(required): 40+ 4. I.am a general contractor and 1. 1.❑■ I am a employer with ❑ 6. ew construction employees (full and/or part-time).* have hired.the sub-contractors 2..❑ I am a sole proprietor or partner- listed on the attached sheet.. 7. Remodeling ship and have no employees These sub-contractors have g. Demolition working. for me in an capacity. employees and have workers' �1 L y p # 9. Building addition (V �t [No workers' comp. insurance comp. insurance. required.] 5. ❑ We are a corporation and its:: 10.0 Electrical repairs or additions -- -3:4❑ I am a homeowner-doing all-work- . ......,--officers have,exercised,their..> .... . 11:❑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 employees. [No workers' 13.❑ Other 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. #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.. lam an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Associated Employers Insurance Co. Insurance Company Name: 12-25-2014 Policy#or Self-ins. Lic. #:WCC50050105472013A Expiration Date: C y�.fP✓di 11 /19 t1 D Z fv 3 y 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 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 hereby certify un r tl ains and penalties of perjury that the information provided above is true and correct. - Signature: Date: 1� •�J ,.�C/� Phone#: 508-428-951 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#: i CAPIHOM-01 APELL A-_.coRO° CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 6/4/2014 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 policy(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 CONTACT - NAME Rogers A Gray Insurance Agency,Inc. PHONE FAX 434 Rte 134 Arc No Ext: A/C No):(877)816-2156 South Dennis,MA 02660 E-MAIL ADDREss: INSURER(S)AFFORDING COVERAGE NAIC f INSURER A,Main Street America Assurance Co. INSURED INSURER B:Associated Employers Insurance Co. 11104 Capiz7j Home Improvement,Inc. WSURERC: Capri Enterprises,Inc. 1645 Newtown Road W suRER D Cotuit,MA 02635 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MIDD UNITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 CLAIMS-MADE a OCCUR MPB1075H 06/08rl014 06/08/2015 DAMAGE PREMISES a occurrence $ 500,001 MED EXP(Any one person) $ 10,0 PERSONAL&ADV INJURY $ 1,000,0 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 POLICY a JECTT a LOC PRODUCTS-COMPIOPAGG $ 2,000,00 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ a a.derd A ANY AUTO M1 M28044 06/08/2014 06/08/2015 BODILY INJURY(Per person) $ ALL UT OWNED X SCHEDULED AUTOSBODILY INJURY(Per accident) $ 500,00 X HIRED AUTOS X NON-OWNED PROPERTYDAMAGE $ AUTOS Peracddent X UMBRELLA UAB rd OCCUR EACH OCCURRENCE $ 5,000,00 A EXCESS LIAB CLAIMS4MDE CUB1076H 06/0&7014 06/08/2015 AGGREGATE $ DED I X I RETENTION$ 10,000 Pers&Adv Inj $ 5,000,00 WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER B ANY PROPRIETORIPARTNER/EXECUTIVE YIN N CC50050106472013A 12/25/2013 12/25/2014 E.L.EACH ACCIDENT $ 1,000,00 OFFICERIMEMBER EXCLUDED? N❑N I A (Mandatory in NH) - E.L.DISEASE-EA EMPLOYE $ 1,000,00 ff yes,describe under DESCRIPTION OF OPERATIONS below Ef DISEASE-POLICY LIMIT 1$ 1,000,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of BarnstableTHE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 of Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601-0000 AUTHOR®REPRESENTATIVE 6?1fA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD I �+ tp sr ANOA,&7,3 51z.v1vALvt--�-T rl>,, T&�-,vluer� of 4 A.II-C Guide to 11 tood Construction irr High 11/ind:4reas: l 10 mph Wired Zone Massachusetts Checklist for Compliance (780 CMR 5301.2:1.1)1 �U 0 Check s Compliance 1.1 SCOPE �D�` WindSpeed(3-sec. gust).................................................................. .................................................110 mph WindExposure Category.................................................................. .................................................I.............B 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................ stories 5 2 stories RoofPitch ..........................................................................(Fig 2) ........................................... 2s 12 12 MeanRoof Height ........................................ .....................(Fig 2).............................................,� ft s 33' �. Building Width,W ...............................................................(Fig 3)................................................ 1 ft 5 80' BuildingLength, L ..............................................................(Fig 3).................................................Z+ ft 5 80' Building Aspect Ratio(LNV) ...............................................(Fig 4)................................................&. , 5 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................. 6*8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2).......:........................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 C.oncrete.............................................................................................................................. ConcreteMasonry .................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION'3 5'-0-60 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only It BoltSpacing general ................... k .�--...(Table 4)............................................... in. P 9-9 �� � _,n Bolt Spacing from end/joint of plate ............................(Fig 5).....................................1A�in. 5 6"- 12" Bolt Embedment-concrete........... .............................(Fig 5)..................................................-7 in. a 7" Bolt Embedment-mason (Fig 5 ................................... in. 'a 15" PlateWasher......:........................................................(Fig 5)...............................................t 3"x 3"x %" 3.1 FLOORS Floor framing member spans checked ...............................(per 780.CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)...................... ft s 12'or U2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................................ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................=ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)..............:.....................................=ft 5 d FloorBracing at Endwalls...................................................(Fig 9)......................... ......................................... Floor Sheathing Type ................................`........................(per 780 CMR Chapter 55)........-...... ........... ..... Floor Sheathing Thickness .. ...... .......... ........ ...::.................(per 780 CMR Chapter 55)..................... in. Floor Sheathing Fastening..:...............................................(Table 2)..Ad nails at�in edge/L in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)................ .......... 5 10' Non-Loadbearing walls................................................(Fig 10 and Table 5)........................G 5 20' Wall Stud Spacing ..................................................I.......(Fig 1.0 and Table 5)....................J-k in. 5 24"o.c. Wall Story Offsets ........................................................(Figs 7&8)............................................=ft :5 d 4.2 EXTERIOR WALLS Wood Studs Loadbearing walls.:......................................................(Table 5)...............M.Jt�.l....2x ft_in. Non-Loadbearing walls......................:.........................(Table 5)..............................2x:�t.Lt ft in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).............................:..................._............. WSPAttic Floor Length................................................(Fig 11)............................................. ft-W/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)..........................................? ft L 0.9W OF MASSq 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................. .............................. le Top Plate 1 o t,A1CNELE s�-A,Iplice I-engtli (Fig 13 and Table 6). ...-'.CO--_.. 2 ft C1301L RAC N. lice Connection (no. of 16d common nails) _ (Table 6) . .. .. . STNo 34174 A9�FSSIONP IGo L05I A oDr�� @ � 2 7 �� Cr?►►,r�vt��.�, � 2 of g -- A VC Guide to Wood Construction in High Wind:areas: 11h mph Wind Lone Massachusetts Checklist for Compliance (Igo CMR 5301.2.1.1)' Loadbearing Wall Connections � ' A-DW, Lateral(no. of endnailed 16d common nails)..............(Table 7)........................................................ 2 Non-Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)...............(Table 8)........................................................ 2 Load Bearing Wall Openings(record largest opening but check all openings for compliancelft:'�in.:511 Table 9) Header Spans ........................................................(Table 9)............................ill Plate Sans ............... ...... ft in.5 1 r->(3) p . .. .. . .......:.... ..... ........ ..(Table 9).................................. 'Full Height Studs (no. of studs) ...................................(Table 9)................................................. Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table ) HeaderSpans.............................................................(Table 9).................................. -in. s 12' Sill Plate Spans...........................................................(Table 9)................................5� ft`in. 5 " Full Height Studs(no. of studs)....................................(Table 9)........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W I - , k Nominal Height of Tallest OpeningZ .......... ...................................................................�f 6'8" SheathingType..............................................(note 4)...................................................... J#S Edge Nail Spacing...........:.............................(Table 10 or note 4 if less)........................ 3 in. Field Nail Spacing..........................................(Table 10)................................................. Ii Shear Connection(no. of 16d common nails)(Table 10)........................................................ Percent Full-Height Sheathing.......................(Table 10).......................................�y!�..2 °0 I 016 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) .S`.... .. .:. x Maximum Building Dimension, L Nominal Height of Tallest 0 enin 2 ..........—�...........................:..........Vis q�8" SheathingType..............................................(note 4).................................................. .... - Edge Nail Spacing.........................................(Table 11 or note 4 if less)............:........... _in. ; Field Nail Spacing..........................................(Table 11 in. Shear Connection(no.of 16d common nails)(Table 11 ...........................................N�..... .. Percent Full-Height Sheathing.......................(Table 11)......................................�.. %" r ok 5%Additional Sheathingfor Wall with Opening>6'8"(Design Conce is $ t Wall Cladding VV' Ratedfor Wind Speed?.............................................................. ................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ....:............................................... (Figure 19)..........G.. Zft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls ► Proprietary Connectors l� ?* — S I MP Uplift.........................�`.. . Table 12)..........' � ......................... Lateral...................... ,3.............(Table 12).............................................L= Shear...............................................(Table 12)....................I.......................S=2� Ridge Strap Connections, 'f�ttat'TI notper page 21..... (Table 13)................. Gable Rake Outlooker......................................... (Figure 20)........N/4—ft s smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............... ............................U= lb. Lateral(no. of 16d common nails)...(Table 14)............. ........................L lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 ano 59).................. Roof Sheathing Thickness.....................................I..... ................ ... .... . w.. .....7 to in. z 7/16"WSP u Roof Sheathing Fastening ...........................................(Table 2)� ..lo.... '� ( ......... Notes: A "off 1. This checklist must be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5%is added to the percent full-height s A requirements shown in Tables 10 and 11. ��� SS, 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness. pressure treated#2- P HELE GAF M1C O G�p1l aAt N 1R�GTU L �' ° S No S4�7�o g��/� 4 9�FFSsloto�G� i � 9b� Ohm o. T�' e �1 Mfc��fT� ' f f4 re i I i . l 54 mIN. C 00 —N w6P P WSSP ATTACHMENT NOT To °.SCGAL'L 0 �rOR V�RT• AtSD fit IZ. OTACAMMT NOTES: Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints'shall occur over and be nailed to flaming. iii. On single story construction,panels shall be attached to bottom plates and top memberpf the double top plate. iv. On two story construction.upper panels shall be attacbed to the top member of the upper double top joist at bottom of l:U attachment of lower I shall be made to band joist and plate and to band� pane peer pane lower attachment made to lowest plate at first floor framing. Y. Horizontal nail spacing at double top plates,band joisu,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Parcel Attachment God 6T- f 2 DF \Moog 5T;tuCjURAcL PA►S�L (WfbP� - St4�,A��}INGy z �---,— � i • I z z .� � �am��ATti i�P�AMttJ6 � •� L 00 —.� � -.) 8d. NAc��y � 12 0 � ► Z c� ......................... GENERAL NOTES AND MATERIAL SPECIFICATIONS: (Commercial IBC Construction) SK-1 FOUNDATIONS 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength, rc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code,latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min.5/8"diameter, 12"long,w/2-1/2"hook spaced per Code Checklist,or in concrete piers w/Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement,etc.). b.) All walls to have min.2#4 top horizontal,2"clear,to prevent shrinkage c.) All walls longer than 25'shall have vertical control joint with waterstopping between wall joint. FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads:Snow Load =25 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Assembly Floor= 100 psf Decks and Balconies=(same as room live load) Wind Load: Criteria used for 120 MPH Exposure B or C as noted per plans 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams-,use E70xx electrodes.- Alternatively,field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing: a.All new timber framing:Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b.Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c.Laminated Veneer Lumber:All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi,Fv=285 psi,Fc_per=750 psi, Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi,Fc_per-750 psi; Fc_par-2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5. Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 16"o/c; Rafter to Ridge Plate: Collar ties min. I x6@ 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 4'o/c: CS-14R-48"centered at band joist 6.Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32"larger than bolt diameter.Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. 7. Blocking: a. Blocking shall be solid blocking,2x minimum,and full depth of member. b.Stud Walls:provide blocking at 8'-0"o/c,maximum height. Corners to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between.Studs 2-I0d toenails ea.end,or 2-16d end-nails ea.End d. New Framing:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges;attach plywood edges to this blocking 8.Nailing Schedule: All nailing shall be in accordance with Appendix 120.Q, unless noted herein specifically. Multiple Studs 16d @ 12"staggered. a.All nails shall be common wire nails. b. Sub-bore where;nails tend to split wood. 9. Headers less than 4'-0",use 2-2x6-.all others per MA State Building Code Tables. f CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METNOD h FIGURE 1 NARROW WALL OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Side Elevation .-- ------- -- -- Extent of header(two braced wall segments) ----------- I Top plate continuity is Extent of header(one braced wall segment) -------. required per R602.3.2 p Sheathingfilter • #T; �AAtn�3"X.t1 114` t-Meade �'� if needed �" - - --- 0. 2'to 18'(finished width)-_.—_—_ r $; ; ,• � �'""I 6d sinker nails Fasten sheathing to header with 8d common ; " '" (0.148"x 3-1/4") ;n; 1 nails(0.131"x 2-1/2")in 3"grid pattern as shown in 2 rows @ 1, and 3"o.c.in all framing(studs and sills)yp.' ; ;.. { 3"o.c.' �.:^ •I 1,000 lb.header-to-jock-stud strap - on both sides of opening ; �"" t to-jack-stud strop x. �;, h, (install on backside as shown on i ;,,� = on both sides he�ht ''''i Side Elevation,Ref.No.LSTA24) ',; ,. ;;.I of opening(Ref. g � 4"\ '^" 10, Min.(2)2x4 yp. No.LSTA24) Braced wall •;, .� If panel splice is needed it shall occur within 24"of mid-height. R602.10.segment per 5 44 .� 3/8"min. �.: ^• x Blocking is not required. thickness wood ,^ # structural panel 1 N 6 d h b id Min.width on : o.of - height-to-width ratio:for jack studs sheathing •• h example:16"min.for 8'height, per table 1.:.- .'.I 20"for 10'height,etc. R502.5(1&2) 1 �•I ' Min. TxTx3/16"plate washer i i 7 -- --- Anchor bolt per R403.1.6 Typ. -- ' --Foundotion per code Not to scale "Or other code-recognized fasteners prodding lateral resistance equal to or better than the prescribed nails. \otc: This narrow call'oracir,it segnneni meets the niinimum reyuiremems ',or wall ix:'"i'S FIGURE 2 u'ec�ing lo.id, in the pl:nie of ihr Nk.d) The- h:ntdi:.g designer should i-ierinmc whel spe EXAMPLE OF REQUIRED OUTSIDE CORNER DETAIL(IRC R602.10.5) ci:,c:.ci.,ils err necessary to proride.,'-nmplric 1„ed path for_i,ing,ihi,hracmgin the,iwcnirr At corners,connect the ii �� - -.- ----- 16d nail at 12"o.c. two walls together as j outlined in this detail to provide overturning k''� �/ ----Orientation of stud may vary restraint. Gypsum,when required, installed in accordance with IRC Chapter 7 -- Wood structural panel a 6 O MBLU 170-120 ' 423 SKUNKNET ROAD ss. BARNSTABLE, MA Ex. SHED O� O , LPO 82 TANK EX 98. DECK DWELLING PROPOSED h� O ADDITION �y J SEPTIC FROM ASBUILT ON FILE AT THE TOWN HEALTH DEPARTMENT BUILDER TO CONFIRM CERTIFIED PL 0 T PLAN NICOLOSI RESIDENCE I CERTIFY THAT THE IMPROVEMENTS SHOWN � OF M4 42CEN7ERW L& ROAD HAVE BEEN LOCATED BY A FIELD SURVEY. ,���' 90 2 tiG o DATE: JULY 7, 2014 DRAWN: RBS ROBB JOB #: S098 c SYKES SCALE. 1'=30 DWG. CPP No. 35418 H EASTBOUND 'o,� �,� *LAND SURVEYING, INC. 7" � `�s, u S P.O. BOX 442 ROBE SYKE , P.LS. DATE FORESTDALE, MA 02644 508-477-4511 �E'AJ L,4 _ ,,e k1i TIn x4 av�et 7 Acr- r-o-7- 1/.� AJ e ii 1,4,v e- -ePf cl ew s zek.4 Ct Page 7 of 7 Capizzi Home Improvement Inc. Specifications and Estimates STATE OF MASSACHUSETTS LETTER OF AUTHORIZATION TO APPLY FOR A BUILDING PERMIT I, JERRY NICOLOSI, OWN THE PROPERTY LOCATED AT 423 SKUNKNETT ROAD IN CENTERVILLE, MASSACHUSETTS. I HAVE AUTHORIZED CAPIZZI HOME IMPROVEMENT TO ACT AS MY AGENT APPLY FOR A BUILDING PERMIT IN ACCORDANCE WITH 780 CMR,THE MASSACHUSETTS STATE BUILDING CODE I GIVE MY PERMISSION TO LESSEE TO APPLY FOR A BUILDING PERMIT IN ACCORDANCE WITH 780 CMR, THE MASSACHUSETTS STATE BUILDING CODE: �-- SIGNATURE OF OWNER: .. T' OWNER'S ADDRESS: 23 Skunknett Rd:,Centerville,MA 02632 OWNER'S TELEPHONE: 508-362-0314 LESSEE'S SIGNATURE: LESSEE'S ADDRESS: LESSEE'S TELEPHONE`. APLLICANT'S SIGNATURE: - - APPLICANT'S ADDRESS: 1645 Newtown Rd.', Cotuit, MA 02635 . APPLICANT'S TELEPHONE: 508-428-9518 RESPONSIBLE OFFICER:: : . RESPONSIBLE OFFICER ADDRESS: RESPONSIBLE.`OFFICER TELEPHONE: I Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991rrt3)of enclosed space. 9Q Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: -074640 Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. GARY GUSTAFS0 8 SH(D]t�T WADY For DPS Licensing information visit: www.Mass.Gov/DPS' SANDWICH /®256 � .• -- r Expiration commissioner �9/fig/a094 JjJ.R "I/7M•mm�n.o�Q._...�LI � /�/i� � � - .. a -.�. ��g (Qry/TU/TL09LCUBCLGC�L 6���CLdJCLC�LIJG'C�. License or registration valid for individul use only ffice of Consumer Affairs&Business Regulation before the expiration date. If found return to: j ME IMPROVEMENT CONTRACTOR Office A Consumer Affairs and Business Regulation egistration ;100740 Type: 10 Park Plaza-Suite 5170 i i Expiration. 6/23/2016 Supplement Card Boston,MA 02116 CAPIZZI HOME IMPROVEMENT,INC. GARY GUSTAFSON 1645 Newton Rd. gL--No;v��alid i out signature Cotuit,.MA 02635 Undersecretary ... ---- ------ �,�:. �,'$:•.xv.s,a3*�sta.ax3tz:.. T3.+:e..x.x.•.+....s qa 3 f � '� t i REScheck Software Version 4.4.3 Compliance Certificate Location: Centerville(Barnstable),Massachusetts Construction Type: Single Family Glazing Area Percentage: 156A Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 423 SKUNKNET RD CENTERVILLE,MA Compliance:Passes using UA trade-off Compliance:0.0%Better Than Code Maximum UA:81 Your UA:81 The%Better or worse Than Cade index reflects how dose to compliance the louse is based on code trade-off odes. It DOES NOT provide an estimate of energy use or cost relative to a m"vmmrm-code home. Gross Cavity Cont. Glazing UA Assembly Area or or D•• Perimeter • Ceiling 1:Flat Ceiling or Scissor Truss 370 49.0 0.0 10 Wall 1:Wood Frame,16"o.c. 340 21.0 0.0 19 Wall 2:Wood Frame,16"o.c. 330 20.1 0.0 14 Window 1:Wood Frame:Double Pane 59 0.320 19 Door 1:Glass 39 0.290 11 Floor 1:All-Wood JoistlTruss:Over Unconditioned Space 230 30.0 0.0 8 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4. an comply with the mandatory requirements listed in the REScheck Inspection Checklist. GARY 6v✓rNF✓0N 04011Z QI' Name-Tide Signature Date Project Title:CAPIZZI HOME IMP Report date:08/04/14 Data filename: Untitled.rck Page 1 of 5 I REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2012 IECC Location: Centerville(Barnstable),Massachusetts Construction Type: Single Family Glazing Area Percentage: 15% Heating Degree Days: 6137 Climate Zone: 5 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-49.0 cavity insulation Comments: Where air permeable insulation exists in vented attics,a baffle(of solid material)is installed adjacent to soffit and eave vents.Baffles maintain an opening equal or greater than the size of the vent.The baffle extends over the top of the attic insulation. Above-tirade Walls: ❑ Well 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-20.1 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?—Yes,No Comments: Doors: ❑ Door 1:Glass,U-factor:0,290 Comments: Floors: ❑ Floor 1:All-Wood JoisVfruss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subftoor decking. Air Leakage: ❑ Building envelope airtightness complies by a post rough-in blower door test result of less than 3 ACH at 50 pascals. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Wood-burning fireplaces shall have fight-fitting Flue dampers and Outdoor combustion air. Air Barrier,Sealing,and Insulation Installation Criteria: ❑ A continuous air barrier is installed in the building envelope including rim joists and exposed edges of insulation.Breaks or joints in the air barrier are sealed.Air permeable insulation is not used as a sealing material. Li Junction of foundation and wall sill plates,wall top plate and top of wall,sill plate and rim-band,and rim band and subftoor are sealed. Comers,headers,and rim joists making up the thermal envelope are insulated. ❑ Insulation In floors(including above garage and canfilevered Floors)is installed to maintain permanent contact with underside of subfloor decking.Exterior insulation for framed walls is in substantial contact and continuous alignment with the air barrier.Crawl space wall insulation installed in lieu of floor insulation is permanently attached to cxawlspace walls.Inspection of log walls is in accordance with the provisions of ICC-400. Spaces between fenestration jambs and framing and skylights and framing are sealed.Batts in narrow cavities are cut to fit;or narrow cavities are filled with insulation that readily fills the available cavity space. ❑ Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. ❑ Air sealing is installed between the garage and conditioned spaces. Project Title:CAPIZZI HOME IMP Report date:08/04/14 Data filename:Untided.rck Page 2 of 5 OExterior walls adjacent to showers and tubs are insulated and have air barrier separating the wall from the shower and tubs. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces are insulated and sealed. L] Recessed light fixtures installed in the building thermal envelope are IC rated,airtight labeled at air leakage rate—2.0 cfm,and sealed to the drywall with gasket or caulk. Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space are air sealed. ❑ Plumbing and Wiring:Insulation is placed between the exterior of the wall assembly and pipes.Batt insulation is cut and fitted around wiring and plumbing,or for insulation that on installation readily conforms to available space such insulation shall fill all space between wall and pipinghwiring. Air barrier extends behind electrical or communication boxes or,air sealed type boxes are installed. HVAC register boots that penetrate building thermal envelope are sealed to subfloor or drywall. Fireplace walls have air barrier and closure doors are gasketed. Sunrooms: l3 Sunrooms that are NOT thermally isolated from the building envelope meet the requirements applicable to the building envelope. Materials Identification and Installation: Ll Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. Ei Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Cl Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications. Duct Insulation: El Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-8. Duct Construction and Testing: Building framing cavities are not used as ducts or plenums. ❑ Afl joints and seams of air ducts,air handlers,and filter boxes are substantially airtight by means of tapes,mastics,liquid sealants, gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 1818 and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with air-impermeable spray foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). l] Air handlers have a manufacturers designation of air leakage of no more than 2 percent of design flow rate. I] Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 14.8 cim(4 cfm per 100 ft2 of conditioned floor area). (2)Rough-in total leakage test with air handler installed:Less than or equal to 14.8 cfm(4 cfm per 100 ft2 of conditioned floor area). (3)Rough-in total leakage test without air handler installed:Less than or equal to 11.1 cfm(3 cfm per 100 ft2 of conditioned floor area). Temperature Controls: Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. 0 Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: El Equipment is sized in accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other approved heating and doling calculation methodologies. El For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2012 IECC Commercial Building Mechanical and/or Service Water Heating(Sections C403 and C404). Circulating Service Hot Water Systems: Systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. 0 Pipes are insulated to R-3 when any one of the following apply: (a)piping serves more than one dwelling unit, (b)piping between water heater and kitchen or water heater and distribution manifold, Project Title:CAPIZZI HOME IMP Report date:08/04/14 Data filename:Untitled.rck Page 3 of 5 (c)piping outside conditioned space,buried,or located under a floor slab, (d)supply and return piping in recirculation systems other than demand recirculation systems, (e)piping is>3/4 inch nominal diameter, (f) piping runs>30 feet having 318 inch max diameter, (9)piping runs>20 feet having 112 inch max diameter, (h)piping runs>10 feet having 3/4 inch max diameter, (i) piping runs>5 feet having max diameter within the run>314 inch. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. HVAC piping insulation exposed to outdoor elements is protected from damage and shielded from solar radiation. Ventilation: Lj Ventilation fans satisfy the following efficacy criteria: (1)Range hoods and In-line fan:2.8 cfrn/watt. (2)Bath-/utility room with rated cfm>=10>and<90:1.4 cfm/watt. (3)Bath-/utility room with rated minimum drn>=90:2.8 cfm/watt. Swimming Pools and In-ground Spas: Heaters have an readily accessible on-off switch. Heaters operating on natural gas or LPG have an electronic pilot light. ❑ Schedule-capable automatic on-off timer switches are Installed on heaters and pumps. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Ej Heated pools and spas have a vapor retardant cover. Exceptions: Covers are not required when 70%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: 0 Within permanently installed fixtures,75 percent contain only lamps that can be categorized as one of the following.Or,a minimum of 75 percent of all lamps within permanent fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Exceptions: Low voltage lighting systems. Lj Fuel gas lighting systems have electronic pilot lights. Other Requirements: 0 Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment;and results from any required duct system and building envelope air leakage testing.The certificateitdoes not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Tide:CAPIZZI HOME IMP Report date:08/04/14 Data filename:Untitled.rck Page 4 of 5 l Project Title:CAPIZZI HOME IMP Report date:08/04/14 Data filename:Untitled.rck Page 5 of 5 20121ECC Energy Efficiency Certificate Insulation Rating R-Value Coiling I Roof 49.00 Wall 21.00 Floor 1 Foundation 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.32 0.30 Door 0.29 0.27 CoolingHeating & . . Heating System: Cooling System: Water Heater. Building Air Leakage and Duct Building Air Leakage Test Results Name of Ai►•Leakage Tester Duct Tightness Test Results Name of Duct Tester Name: Date: Comments: t x r^ Towi of Barnstable SNETp Regulatory BARNSTABLE o" Richard V. Scali,Director HARNSrABIA MASS. ,�� Building Division i639. ' CEO 39 Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 0260.1 www.town.barnstable.maai- VISION Office: 508-862-4038 Fax: 508-790-6230 PERMIT# 2-015b 35U FEE: $35.00 SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less Location of shed(address) i lage operty owner's name Telephone,number fD Size of Shed Map/Parcel#patu&r (S, Date Hyannis Main Street Waterfront Historic District? Old King's Highway.Historic District Commission jurisdiction? If over 120 square feet,you must file with Old King's Highway l Conservation Commission(signature is required) �Lv Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg v REV:040914 1 MBLU 170-1 423 SKUNKNET ROAD ss• BARNSTABLE, MA EX. d SHED O LF O O O O TANKO EX. ?98. DECK 2 EX. DWELLING PROPOSED hJ` ADDITION SEPTIC FROM ASBUILT A ON FILE AT THE TOWN HEALTH DEPARTMENT BUILDER TO CONFIRM CERTIFIED PL 0 T PLAN .� NICOLOSI RESIDENCE 1• CER7IFY THAT THE IMPROVEMENTS"SHOWN OF M 423 SKUNKNET ROAD HAVE BEEN LOCATED BY A FIELD�SURVEY. �`�"� �ss9c CENTERVILLE, MA o� yG DA7E: JULY 7, 2014 DRAWN: RBS ROBB �, JOB #. S098 c SYKES SCALE: 1 -30• DWG. CPP No.'35418 ti EASTBOUND �o�,p �,��� LAND SURVEYING, INC. q Fs o P.O. BOX 442 1 / QS ROBB SYKE , P.LS. DATE FORESTDALE, MA 02644 508-477-4511 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 1 'rlD' Parcel L-Qh Application # X S� .1 Health Division Date Issued Y1151I S Conservation Division Application Fee Planning Dept. Permit Fee U to Date Definitive Plan Approved by Planning Board Historic - OKH /?0 _ Preservation / Hyannis `-- Project Street Address a� S K nefi oa�� Village Owner _e, -ow%e_ WiicaIDS Address 4a3 SK"KLke::- Roas Telephone j Di. & ). 031 y Czn�cr�i(It kK- 01I6 Permit Request Bela-r 1 klc.ls m ma-F y 15b no h ai.sc W( Vn anW u j0q rur•EcS Q�-AJDlkcahlC-. as Snr , ,cd h.� 22• �r� �c �5 n'-C' I ►hicrc_onncr-kcck hrn�n� e-kcc?rkca 1 :5.� Kin/ Square feet: 1 st floor: existing — proposed 2nd floor: existing — proposed — Total new _ Zoning District - Flood Plain — Groundwater Overlay -' Project Valuation $ 66•Dry Construction Type�� Lot Size — Grandfathered: n vow n�o If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 3 Historic House: ❑Yes WLNo On Old King's Highway: ❑Yes &No Basement Type: W1+ 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 Heat Type and Fuel: it ❑ Electric B-� Central Air: ❑-fee A-❑No- Fireplaces: //�p Ems• New— Existing wood/coal stove: -L1-A1oMM'4- Detached garage: sizAPool: ❑ -mac✓ size M�-Barn: ❑-e�et �--9 --a-i�t_-_�size M6- �d - Attached garage: J4w44 ng L1-;;@w size'l-Shed: ❑-exr size }-Other Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ;d No If yes, site plan review# a Current Use Proposed Use /V 6 APPLICANT INFORMATION ,(BUILLrDER OR HOMEOWNER) Name r (S G (-ar' Telephone Number �� l. `1 . '7 Address �,I Wa5h►rti4iM, C5f"ccr License # CS 1D9lol ,3 OT't� k N1 D(9 Home Improvement Contractor# Email the\fie r-� ��\us, �, ,. CtNy�_ Worker's Compensation #Wi4' te ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C4, o SIGNATURE DATE , 07 oZZ� ,l L 5 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED 'MAP/PARCEL NO. ADDRESS VILLAGE OWNER ` DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 1 . ' GAS: ROUGH FINAL r - tF FINAL BUILDING } DATE CLOSED OUT 4 ASSOCIATION PLAN NO. f 1 f DocuSign Envelope ID:F2F3F102-A215-41 E4-8984-D2BE8CD4E81 E \�!p A0'0, 5olarCl y• Power Purchase Agreement t /20/2015 Here are the key terms of your SolarCity Power Purchase Agreement Date: 3 years., 12 01, 12f A } fyw my t A.s System installation cost ; s Electricityy rate per'kWh °$ * „Agreement`term R . w Our Promises to You • We insure,`maintain,and repair the System'(including',the inverter)at no additional cost to.you,as specified in the agreement. • We provide 24/7 web-enabled monitoring at no'additional cost to you,as specified in the agreement' V • We warranty your roof against leaks and restore your roof at the,end of,the agreement,as specified In.the agreement. ,t m •,The rate you pay for electricity,exclusive of taxes,will never increase by more than 2.90%per year. • The pricing in this PPA is valid for W days after 1/20/2015. x: ��. • We are confident that we deliver excellent value and customer service As a result you'ar' free to'cancel anytlme,at no charge prior to construction on your home. Estimated First Year Production '' 5,643 kWh . Customer's Name & Service Address Exactly as it appears on the utility bill _ Customer Name and Address Customer Name Installation Location Jerome J Nicolosi Lamella N .4 n 423 Skunknet Rd 423 Skunknet Rd - Centerville, MA 02632 Centerville, MA 02632 I 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 a new System with the latest solar • At certain times,as specified in the agreement;you may purchase the technology under a new contract. System. You may purchase the System from SolarCity for its fair • These options apply during the 20 year term 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 888.765.2489 I SOLARCITY.COM MA HIC 168572/EL-1136MR Document Generated on 1/20/2015 "�� 516919 �-. DocuSign Envelope ID:F2F3F102-A215-41E4-8984-D26EKNE81E 23. 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 Name:Jerome J Nicolosi EXPLANATION OF THIS RIGHT. 24.ADDITIONAL RIGHTS TO CANCEL. 9=pSl IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL Signature: THIS PPA UNDER SECTION 22,YOU MAY ALSO CANCEL THIS PPA AT NO COST AT ANY TIME PRIOR TO Date: 1/20/2015 COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 25. Pricinu The pricing in this PPA is valid for 30 days after 1/2 012 0 1 5. If you Customer's Name: Camella Nicolosi don't sign this PPA and return it to us on or prior to 30 days after 1/20/2015,SolarCity reserves the right to'reject this PPA unless l W you agree to our then current pricing. Signature: Date: ; SolarCity'. Power Purchase Agreement M SOLARCITY APPROVED Signature: LYNDON RIVE.CEO - • (PPA) Power Purchase Agreement solarco " Date: 1/20/2015 ado Solar Power Purchase Agreement version 8.3.0 516919 r OWNER AUTHORIZATION Job ID: 0�,6 o 6— zip Location: Cc-,V44-,�; 2 as Owner of the subject property hereby authorize S`rCity Corp—HIC 16sm/ MA Lie 1136 MR to act on my behalf, in all matters relative to work authorized by this building permit application and signed contract 0 Si o Owner; (�jf � r t R' ,e Office of Consumer Affair and Business Regulation lation eowtwwwweq1d 6 O gu _ 10 Park Plaza - Suite 5170 V — Boston, Massachusetts 021 16 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card. SOLAR CITY CORPORATION Expiration: 3/812017 CRAIG ELLS 3055 CLEARVIEW WAY SAN MATEO., CA 94402 Update Address and return card.mark reason for-change. ( 'Address Renewal j Employment L.osY Card ;fasS•Ch} ti ,�!•tk0�rt31r1+2aj3 .. 1. (Office of Consumer Affairs&Business Regulation License or registration valid for individul use only 1�"Ll'�HOM E IMPROVEMENT CONTRACTOR before the expiration date. tf found return to: Office of Consumer Affairs and Business Regulation i f Reg�tration: 168572 Type= 10 Park Ylasa-"Suite 5170 ►• Expiration: 31812017 Supplement Cana Boston,MA.02116 SOLAR CITY CORPORATION CRAIG ELLS 2�4 ST MARTIN STREET BLD 2UNI y LBOROUGH,MA 01752 Undersecretary Not valid without signature .,,. A OF 'AN4 i�lpt+i St3tts 's+lRmod 7t4 130;lftf of I3ii`,tlti6)lc o' oh's'tho at:10f1Yf at , L X6166 CS-107663 CRAIG ELLS 206 BAKER STREET Keene NF1 03431 t`.1re�itM��artteirit .08129f2017 r , d H.I w �C�JyI,���l C�)Zr�f���C.lr.�>> � C� t',S�.�CC �� �tI�SE. Office of Consumer Affairs d Business egulation 10 Park Plaza.- Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration a -. Registration: 168572 - Type: Supplement Card 4 Expiration: 318/2017 SOLAR CITY CORPORATION Y, , PATRICK KILDUFF 3055 CLEARVIEW WAY r:- SAN MATEO, CA 94402 - --- -yn Update Address and return card.Mark reason for change. SCA 1 0 2OM•05n1 Address 0 Renewal ❑ Employment ❑ Lost Card ' fiice of Consumer Affairs Business Regulation License or registration valid for individul use only before the expiration date. if found return to: HOME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation +A Registration: 168572 Type, 10 Park Plaza-Suite 5170 I Expiration: 302017 Supplement band Boston,MA 02116 SOLAR CITY CORPORATION I PATRiCK KILDUFF 24 ST MARTIN STREET BLD 2UNl ITA ALBOROUGH,MA 01752 Undersecretary Not valid without signature ' a The Commonwealtli of Massachusetts Department•of Industrial Accidents Office of Investigations 1 Congress Street,Suite 100 , Boston,MA 02114-2017 www.massgov/dia Workers'Compensation Insurance Affidavit: Builders/ContractorslElectricians/Plumbers Applicant Information Please Print Legibly Naine(Business/Organization/Individual): SolarCity Corporation Address:3055 Clearview Way City/State/Zip:San Mateo,CA 94402 Phone #:888-765=2489 _.. . Are you an employer?Check the appropriate box: Type of project(required):- I. ■� [am a employer with 9000 4. I am a general contractor and [ 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.0 l am a sole proprietor or partner- listed on the attached sheet. T ❑Remodeling These sub-contractors have ship and have no employees 8. 0 Demolition working for me in any capacity. employees and have workers' 4 Building addition' [No workers' comp. insurance comp, insurances required.] 5. ❑ We are a corporation and its 10:Q,Electrical repairs or additions 3.❑ I am a homeowner doing.all work officers have exercised.their 11:[],Plumbing:repairs or additions myself. [No workers' comp. right of exemption per MGL 12.[] Roof repairs insurance required.)t c. 152,§I(4),and we have no install solar panels, employees. [No workers' 11 Other p comp. insurance required.] *Any applicant that checks box N I 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. tContraetors 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, am an employer that is providing work ers'conrpe.nsation insurance for my employees. Below is the policy and job site utformation, Insurance Company Name:Liberty Mutual Insurance Company Policy#or Self,-ins. Lic.#:.WA7-66D-066265-024 Expiration Date:0 101/20i 5 Job Site Address: City/State/Zip:_t,tni?ruA'tic NA- D.143, 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 tti t_he Office of Investigations of the DIA for insurance coverage verification. I do hereby cerd under lice pains n penalties of perjury.(hart the information provided above is true and correct Dat ( a c�0 Phone-#' 7818167489 Official use only. ,,Do not.write in,this area,to be completed by city or town official.. ` 'City or Town: PerEnit/License# I Issuing Authority(circle one): L.Board of Health 2.Building Department 3.City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: I • Act CERTIFICATE OF LIABILITY INSURANCE W012014° ' 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. 1 IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(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). TACT PRODUCER NAME + MARSH RISK&INSURANCE SERVICES 345 CALIFORNIA STREET,SUITE 1300 !WPMPINE FAX_ No): CALIFORNIA LICENSE NO.04371M ADDRESS' SAN FRANCISCO,CA 94104 INSURERS)AFFORDING COVERAGE NAIC# 998301-STND-GAWUE-1415 INSURER A:Liberty Mutual Fire Insurance Company 16586 INSUREDPh(650)963 5100 INSURER B:LibertyInsurance Corporation 42404 Solaraty Corporation INSURER C:N/A N/A I Mateo,CA Way INSURER O: San INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002440269-02 REVISION NUMBER:4 1 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD j 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 ADDLSUBS POLICY NUMBER MPNDD EFF POLICYI YY LDNnS LTR A GENERAL LIABILITY TB2-061-066265-014 09/01/2014 09/01/2015 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTE15- X COMMERCIAL GENERAL LIABILrTY PREMISES a occurrence) $ 1 00,000 CLAIMS-MADE I—XI OCCUR MED EXP Vii one person) $ 10,000 i PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATELIMITAPPLiESPER PRODUCTS-COMP/OPAGG $ 2.0M.000 X POLICY X PRO- LOC D� $ 25,000 JECT A AUTOMOBILE LIABILITY AS2-661-066265-044 09/01/2014 09101/2015 COMBINED SINGLE LIMIT 1,000,000 ]Xx ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per—dent) $ AUTOS AUTOS X NON-OWNED PROPERTYDAMAGE $ HIRED AUTOS AUTOSPhys.Damage COMPICOLL DED $ $1,000/$1,000 UMBRELLA LIAB OCCU EACH OCCURRENCE $ EXCESS LIAR CLAIMSR-MADE - AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION WA7-06a066265.024 09I01/2014 09/01/2015 X I WC STATU OTH- AND EMPLOYERS'LIABILITY B ANY PROPRIETORIPARTNERE XECU WE Y/N WC7-061 OG6265-034(WI) 09/01/2014 09/0112015 1,000,000 OFFICERIMEMBER EXCLUDED? MIA EL EACH ACCIDENT E B (Mandatory in NH) WC DEDUCTIBLE:$350,000 EL;DISEASE,-FA EMPLOYE $ 1,000,000 If yes,describe under 1,000 000 "DESCRIPTION OF OPERATIONS trelav` EL DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,N mono space Is required) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SolarPty 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. i AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Services Charles Marmolejo 01988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010106) The ACORD name and logo are registered marks of ACORD Version#42.2 op ®larch - o. r April 2,2015 `1N OF q 1�rc7� Project/Job#026806 NG RE: CERTIFICATION LETTER og Project: Nicolosi Residence 11/iL 423 Skunknet Rd Centerville,.MA 02632 NAL To Whom It May Concern, 04/02/2015 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 -Ground Snow Load =30 psf -MP2: Roof DL= 13.5 psf,Roof LL/SL=21 psf(Non-PV Areas),Roof LL/SL= 21 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.19069 < 0.4g and Seismic Design Category(SDC) = B < D 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. 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. - - Sincerely, Nick Gordon,P.E. - Professional Engineer Digitally signed,by Nick Gordon Main. 888.765.2489 Date:2015.04.02-,,066:48:53 i email:,,ngordon@solarcity.com 4 -07'00' 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028'(888)SOL-CITY F(650)638-1029 solarcity.com AY ROC 243771,CA CSL8 688104.,CO EC 8041,CT HIC 0632778,DC HIC 71101486,DC H8 71101488,HI CT-29770.MA.HIC 168572,MD MHIC 128948.NJ 13M06160600. s OR COB 180498,PA 077343,'TX TOLR 27006.WA GCL:SOLARC`91B07.0.2013 Solarbty.All rights resewed. A, 04.02.2015 4hh . PV System Structural Version#42.2 111 „SolarrGt .. - 1 Design Software PROJECT INFORMATION &,TABLE OF CONTENTS Project Name: _ _ _Nicolosi Residence AHJ: a L, Barnstable Job Number: 026806 Building Code: MA Res. Code,8th Edition _Customer Name _ , Nicolosi,'Jerome),A' _Based On IRC 2_009�/,IBC 20.09 Address: 423 Skunknet Rd ASCE Code: ASCE_7-05 City/State: gCenteryille, _ c,.MA Risk Category: : ` ` = II Zip Code 02632 Upgrades Req'd? No Latitude/Longitude: , 41.659930 ` "=70.364589 Stamp Req'd? L Yeses _ _ 8 — SC Office: Cape Cod + PV Designer: Katie Wilk Calculations: Nick Gordon PE. 7 7 7 " ' EOR: Q -Nick Gordon 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 11 2-MILE-VICINITY,'MAP' J�it 01 ��&�Mas�sGIS,�Com�r:�' nw�6aii Massachusetts EOEA,*USDAFarm Service Agency 423 Skunknet Rd, Centerville, MA 02632 Latitude:41.65993,Longitude: -70.364589, Exposure Category:C STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK-M'P2 " Member Properties Summary MP2 Horizontal Member Spans Rafter P operties- Overhang 0.66 ft Actual W 1.50" Roof System Pro erties `'S an iv `:11.44 ft ,r :Actual D 725"' 4- Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Corn'TRoof. ,. '' .'.S_an 3', ,.•„ �0 "^2 4 p 10:88 in. Re-Roof No San 4 S 13.14 in.A3 Plywood Sheathin n „Yes' } ` .-S an 5x= �� .� `a� �"I "^ s _ .: .47.63 in. 4. Board Sheathing None Total Span 12.10 ft TL Defl'n Limit 180 Vaulted Ceiling' ; _ , .-' Yes, PV 1,Start-P h-,y 0.58 ft Wood Species . - HSPF 4 Ceiling Finish 1 2"Gypsum Board PV 1 End 12.83 ft Wood Grade #2 Rafter Slope 250A 'PV 2 Start f, 875psi,-- _. F . Rafter Spacing 16"O.C. PV 2 End F. 135 psi Top Lat Bracing - w. Full' PV 3 Start ` . . ,:.W ,. w.o f-x 4 � x,j 1400000 psi Pot Lat Bracing Full PV 3 End Em;n 510000 psi Member Loading mary Roof Pitch 6 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.10 14.9 psf 14.9 psf PV Dead Load r w .PV-DL _ ° ; ' '3,0 sf ..' x u1 10 • , 4 :-,f �, , r, a3 .,3' sf Roof Live Load RLL 20.0 sf x 0.93 18.5 sf Live/Snow toad LL SL1,2 , - "... � 30.0 sf:,>_ x 0.7 x 0:7 r, "21.0'sf '! 21:0 ysf Total Load(Governing LC TL 35.9 psf 39.2 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2].2. pf=0.7(Ce)(Ct)(Is)pg; Ce Ct=Is=1.0; Member Design Summa (per NDS Governing Load Comb CD CL + CL - CF Cr D+S 1.15 1.00 1.00 1 1.2 1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 37 psi 0.7 ft. 155 psi 0.24 Bendin + Stress ` '" " 776 si `6.4 ft. 1389 si 0.56 ' Governs h . , Bending - Stress -10 psi 0.7 ft. -1389 psi 0.01 Total Load Deflection " ` _ r.0.37 in,f 415 6.4 ft. ; 0:84 im 180. �- . ;y 0.43 77 t .ai CALCULATION_OF DESIGN WIND LOADS - MP2 Mounting Plane Information Roofing Material Comp Roof S60GtT" PV System Type 4,1 1 z ,. _ n n -91 _.tY SleekMoun - Spanning Vents No Standoff Attachm671-16rdware � . Comp Mount Roof Slope 250 16 Rafter Spacing - - - - m - -- - " FramingType Direction, Y-Y Rafters __ �X X Purlins_Onl w ,N n,> ' . Purlin Spacing :, .. .,v = ti .. � _ y .. ; a A -- Tile Reveal Tile Roofs Only NA Tile'Attachment System Tile'Roofs Only W DNA �w . Standing Seam/Trap Seam/Trap Spacinq SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind.Desi n Method 7 Partially/Fully Enclosed Methods Basic Wind Speed V 110 mph Fig. 6-1 fx osure Cate o a=. .r C�; -m 4 4 _Section 6.5.6.3_ Roof Style Gable Roof Fig.6-11B/C/D-14A/B Wean Roof Height . ., k _ h, h< ; : ,. . r 15 ft W..` <, Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 To o ra hic K ' < ., r ° ,� ri..` - ; R - a 1:00� Section'6.5.7� rt :sL-.c .. — - — Wind Directionality Factor Kd 0.85 Table 6-4 Importance,Factor it, r z- �a - .�1.0� u ,, :� . � A � .� Table 6 1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U GC -0.87 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient Down GC * r 0.45 _ Fig.6-11B/C/D-14A/B Design Wind Pressure p p qh(GC) Equation 6-22 Wind Pressure UP P -19.5 Psf Wind Pressure Down 10.0 sf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max_Allowable Cantilever- . . Landscape; , 24 Standoff Configuration Landscape Staggered Max Standoff Tributary Area r a; Trib ,: ¢,,` 18 sf - e-. PV Assembly Dead Load W-PV 3 psf 314Ibs . . Net Wind,Uplift at Standoff T-actual , u.,_ Uplift Capacity of Standoff T-allow . 500 Ibs Standoff:Demand Ca aci : " DCR ° ° x ,;« _ 62J% _ X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Max— -Allowable Cantilever'_ °Portrait - .20" NAB -- - - - Standoff Configuration Portrait Staggered ,�. . .: .;Trib' � . , Y Max Standoff Tributa Area w e ` " " a ,M�22 ssf_ s PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Stando T-actual rt `" .-3921bs :: _ Net - - Uplift Capacity of Standoff T-allow 500 Ibs Standoff-Demand/Capacity - i DCR. '' 7&5% ' r S o I a r C . y C5 n� lot Date: July 17, 2015 TO: :Barnstable Building Department From:, SolarCity Corporation A Cape Cod Warehouse Phone: (508) 640.5397 FAX:(866)552-9847 s RE: 423 Skunknet Road, Centerville Note: Attached are the revised plans and talcs.for our proposed solar installation located at 423 Skunknet Road in Centerville. Since receiving the Building(No. 201501728) permit, we have removed five (5) panels from MP2 and added five (5) modules to MP3. We would greatly appreciate the revised plans being added as a modification to our existing permits. New Size: 15 modules @ 3.9 kw-DC: J Please contact me directly with any,questions/concerns, Cheryl Gruenstern Junior Permit Coordinator v SolarCity Corporation Cape Cod Warehouse (508)640.5397 cgruenstern@solarcity.com - SOLARCITY.COM A7 ROC 243771/ROC 2454507ROC277498,CA LICH888104,CO EC8041.CT HIC 06327781ELC 0125305,DC'#71101486/ECC902585,HI CT-29770,MA HIC 168572/1,M EL-1136MR,MD MHIC 126948, NJ NJHICk13VH06160600/34EB01732700,OR C6180498/C562/PI31102;PA HICPA077343,TX TECL27006,WA SOLARC'91901/SOLARC'905P,0 2014 SOLARCITY CORPORATION.ALL RICFRS RESERVED. `tla. . . . Y r 1 Version#42.2 " Solar ty F ' h OF July 17, 2015 N G Project/Job#026806 g RE: CERTIFICATION LETTER 1 L y — Project: Nicolosi Residence 90�. F �S 423 Skunknet Rd SS NAL ENG` Centerville, MA 02632 r 07/17/2015 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 -Ground Snow Load 30 psf - MP2&3: Roof DL= 13.5 psf, Roof LL/SL= 21 psf(Non-PV,Areas), Roof LL/SL= 21 psf(PV Areas) -T } Note: Per IBC 1613.1; Seismic check is,not required because Ss'=0119069 <0.4g and.Seismic Design Category(SDC) = B< D 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. ' 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. Sincerely, Nick Gordon, P.E. ; Professional Engineer Main: 888.765.2489 Digitally signedby Nick Gordon email: ngordon@solarcity.com Date:2015.07.17-06:52:37-07'00' . r 3055 Clearview Way. San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROC 243771;CA CSLB 886104.CO EC 8041,CT HIC 0632778,DC HIC 71101488,'DO N6 71101488,HI CT49n%MA HIC 1 GSP2,MD MHIC 128948.NJ 13vH06180600.. OR COS 180498,PA077343,TXTOIP 27006,WACCL 901,.AR"1807.Q 2013 Soleraty.,All dQhtsresar+ed 07.17.2015 Version#42.2 } a PV c a System-Structural �N SQIarCit y Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name. a..>,.Nicolosi Residences =- AHJ L �, Barnstable Job Number: 626806 Building Code MA Res. Code,8th Edition Gustomer_Name: Nicolosi,Jerome J' __ Based_On: < _ IRC 2009%_IBC 2009 Address: 423 Skunknet Rd ASCE Code: ASCE 7-05 _____City/State: Centerville;.. 'MA Risk Category_L �IL� Zip Code 02632 _ Upgrades Req'd? Now Latitude/Longitude: 4165993=;70.364589— Stamp Req'd? ,.� Yes_ SC Office: Cape Cod PV Designer: Katie VRk .-� �- Calculations: azN . Nick Gordon, P.E..;; r EOR: 7Nick Gordon 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. A l► 423 Skunknet Rd, Centerville, MA 02632 Latitude:41.65993,Longitude: -70.364589,Exposure Category:C i STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2 &3 Member Properties Summary Horizontal Member Spans Rafter Pro erties MP2&3 Overhang 0.66 ft Actual W 1.50" Roof System Properties San 1 11:44 ft Actual D`"' 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Materialv;: Comp Roof ", San 3 & A!A _W" .. 1AMP. A if'hN.. a 10.88 in.^2_1 0 Re-Roof No Span 4 S. 13.14 in.A3 Plywood Sheathing Yes San 5 I 47.63 in.A4 Board Sheathing None Total Span 12.10 ft TL Defl'n Limit 180 . Vaulted Ceiling j Yes PV 1'Start = 4.58 ft "AW" Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.83 ft Wood Grade #2 Rafter Slope m". 25o tia PV,2 Start ,w1_ Q,44, 44'1�. F 4 :'875 psip;. Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start _ E 1400000 psi Bot Lat Bracing Full PV 3 End Em;n 510000 psi Member Loading mary Roof Pitch 6 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.10 14.9 psf •14.9 psf PV Dead Load PV-DL 3.0 psf x 1.10 3.3 psf Roof Live Load RLL 20.0 psf x 0.93 18.5 psf Live/Snow Load LL'SLl'2 _ 30.0' sf x x OJ.=r I x 0r7 '=21:0 ".101,16h.0 psf, ` Total Load(Governing LC TL 35.9 psf 39.2 psf - Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)p9; Ce=Cr=I5=1.0; Member Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1 1.00 1 1.2 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 37 psi 0.7 ft. 155 psi 0.24 Bending + Stress 776'-psi 6.4ft. `°1389 psi 0.56 ", (Governs) 1 Bending(-)Stress -10 psi 0.7 ft. -1389 psi 0.01 Total Load DO ction E : 0.37 in L 415 _.'. 6A ft. 1=01' 0.84`in: 180 A' HMV 0.43__rz a O'N". w•� = a . [CALCULATION OF DESIGN WIND LOADS=4MP2_ __ _ __ `I , Mounting Plane Information Roofing Material Comp Roof PV System T e yp �' _ _ §olarCity SleekMountT" Spanning Vents No Standoff Attachment Hardware Como Mount Type C Roof Slope 250 Rafter,Spacmg a ,.; 16"O.C. Framing Type Direction Y-Y Rafters Purim Spacing - -- X-X-Purlins_Only_ NA Tile Reveal Tile Roofs Only NA Tile Attachment System _ Tile Roofs Only£ r" :�F, NA; _ Standing Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully Enclosed Methodw Basic Wind Speed V 110 mph Fig. 6-1 Exposure TC begory���,4,, �, .•4 C �,. _Section Roof Style Gable Roof _ _Fig.6-11B/C/D-14_A/B_ Mean Roof Height h 15 ft �� - Section 6.2^ Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 _ Table 6-3 Topographic Factor_ Krt 100 Section 6.5.7 Wind Directionality Factor Kd 0.85 Tables 6-44 Im ortance Factor .. 7.G, I b,« 1 0;:.' T5ble'6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.4 psf -Wind Pressure Ext. Pressure Coefficient U GC u -0.87 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Do 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC ) Equation 6-22 Wind Pressure U „ -19.5 Psf Wind Pressure Down 10.0 Psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction. Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscap= NA Standoff Configuration Landscape Staggered Max$tandoff Tributary,Area_ �Trib LL 18 sf� � -- -- - PV Assembly Dead Load W-PV 3 psf NetNet Wind Uplift at Standoff -Tactual _ -�314 Ibs r _ .. Uplift Capacity of Standoff_ T-allow 500 Ibs Standoff Demand/Capacity DCR 62.7% X-Direction Y-Direction Max Allowable Standoff Spacing,__-__ Portrait 48" 66" �- — a .. Max Allowable.Cantilever Portraits `'_ 20" - —NA — Standoff Configuration Portrait Staggered Max.Standoff Tributary_Area '' Trib_ 22 sf�" PV Assembly Dead Load W-PV 3 psf Net Wind U Standoff plift at Stando :actual, -392 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci ` - DCR J 77 r t N oFI►E 1 Town of Barnstable *Permit# o (l 63 Expires 6 monthsfiC fss dnte Regulatory Services Fee « BmmirABLE, vQ Mass. Thomas F.Geiler,Director -Op i639• ♦0 lfDMAtA Building Division v 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 Not Valid without Red X-Press Imprint Map/parcel Number _4 ) Property Address 1 UWsidential Value of Work Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address_�- /��r7 �✓ I'1!t✓�Q/d0 f 67i� Y�.1JsP D? Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) a, PRESS PER .M ❑Workman's Compensation Insurance aIJG r, 0:i Check one: ❑ IAM a sole proprietor -roV NI OF SARNSTABLe FVam the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name M43S r 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 e-roof(hurricane nailed)(not stripping. Going over j existing layers of roof) Re-side #of doors ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows *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. i A copy of the Home Improvement Contractors License&Construction Supervisors License is required. SIGNATURE: C:\Users\decollik\Ap ata\Local\Microsoft\ indows\Temporary Internet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc Revised 072110 i v The Commonwealth of Massachusetts eprrtinent of Industrial,4ceirlerets 1) Offaee.of`Investrgulions Y " h 600 Washington Street Boston, U4 02111 x# im ov.ntassgovldia Workers' Compensation Insurance fliffid.-nit: Bitilders/Contractors/EIectficianslPlumbers Applicant Information Please Pr att LeaibI� Natne(Business' ' ationdndrvidual): r A 1 as lllc!/ Address: Are you an emplo}•er; Check the appropriate box: Type of project(requirecl): 1.❑ I am a employer with 4• ❑ I am a general contractor and I employees Mull andfor part-time).* have fired the sub-contractors 6 ❑New constt Lion. 2.❑ I am.a sale proprietor or partner= listed on the attached sheet. 7- ❑Remodeling ship and ha^-e no employees These sub-contractors have: S. ❑Demolition working for me in any capacity. employees and.have-workers [No workers'comp.insurance: comp- t ❑Building addition. c in ruratice.- required_] 5. ❑ .tre are a corporation.and its i 0.❑Electrical repairs or additions I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself No workers'comp. right of exemption per NIGL c. 152,§1 4 1:�-❑Rraofrepairs insurance required.] � � �:and we:have no employees_[No workers' 13.0 Other comp_insurance.required.] •Arry applicant that checks box#1 must also fill out the section below showing their workers:compeasationpolicy infotnxation- Homeosimen tvho submit this affidavit indicating they are doikg all work and then Lie outside contracto€s must submit a near affidavit indicatins such- ;Contractors;that check this box must attached in additional Meet show iag the name of the sub-contracmrs and state whether or not those entities have empioYees. If the sub-contractors.have einpl{r}ems,they must protdda the€ workers'cramp.policy number. I am aEt enEplouer 2lErrt ixprotz d eEg Evrrrkars'cotEE en.satioEE irtsrerrieres fixr rely Enplo=vas Belmv is flee policy,and joli site Il fOYfE1t711CirE. _ Insurance Company Name- Policy'I or Self.-ins_Lie..9: Expiration.Date: 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 Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a. fine up to S I.S00.00 and;`or me-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 maybe forwarded to the Office of Investigations of the DU for insurance:covsraa:e verification. I i1o) �fffiyjzder ilia ins�rErl elEalti�s o iE; iltat:tlEr iat ortitrEtioEt �-oc�id��i nbat� E�tE•tEe tx rrl coi•taxc#.P f e3 l P Si re 2 Date: '� 7 Phon :, �� 03l o nse ontk. Do not write in this reran,to be comphledd by cite or town ofciaL City or Town: PermitUcense Issuing Authority(circle one): I.Board of Health 2.Building Department 3.CityjTown Clerk 4..Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#:. 6 -- I oF1ME r Town of Barnstable Regulatory Services i s vsn MAASSSBre'� Thomas F.Geiler,Director �'OTFp39.tIN Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION A' Please Print DATE: / JOB LOCATION: num( r (street village "HOMEOWNER": line VS name home phone# T work phone# CURRENT MAILING ADDRESS:_ 17ef1 we MA 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, bylaws,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. Si ture o Homeo er 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. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc Revised 072110 r Y 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. ct CONC CONCRETE 3. A NATIONALLY—RECOGNIZED 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 TUBING 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 y 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 TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY ; V VOLT Vmp VOLTAGE AT MAX POWER T�/ Voc VOLTAGE AT OPEN CIRCUIT VICINI I 1 MAP INDEX W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS' PV4 UPLIFT CALCULATIONS PV5 THREE LINE DIAGRAM . LICENSE GENERAL NOTES Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION 'ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. f MODULE GROUNDING METHOD: ZEP SOLAR AHJ:, Barnstable REV BY DATE COMMENTS REV A NAME DATE COMMENTS x x x x UTILITY: NSTAR Electric (Boston Edison) . • jjyjk — _44A1110 Bpi III i10VA CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER PREMISE OWNER: ' DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE J B-026806 00 NICOLOSI, JEROME J NICOLOSI RESIDENCE Katie Wilk T l,BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: � SO�a�C�tyNOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount T e C 423 SKUNKNET RD 3.9 KW PV ARRAY �PART TO OTHERS OUTSIDE THE RECIPIENTS p yORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: CENTERVILLE, MA 02632THE SALE AND USE OF THE RESPECTIVE (15) Hanwha Q—Cells #Q.PRO G4/SC 26Q 24 st Marten Drive,Bunemg 2, Unit t1 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. IN��° : (650)638-1028 F: (650)638-1029 t" SOLAREDGE SE300oA—USOOOSNR2 5087751014 COVER SHEET PV 1 b 7/T7/2o141._CITY(765-2489) ormsolarcity"com r PITCH: 25 ARRAY PITCH:25 MP2 AZIMUTH:205 ARRAY AZIMUTH:205 MATERIAL:Comp Shingle STORY: 1 Story PITCH: 25 ARRAY PITCH:25 MP3 AZIMUTH:25 ARRAY AZIMUTH:25 MATERIAL:Comp Shingle STORY. i Story OF N G . 1 - 07/17/2015 Digitally signed by Nick Gord6n G) Date:2015.07.17h LEGEND 06:52:47-07'00'l (E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS AC DC EfEl DC DISCONNECT & WARNING LABELS D \' © AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS 3 , N Q DISTRIBUTION PANEL & LABELS M Lc LOAD CENTER & WARNING LABELS Front Of House C O DEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS g CONDUIT RUN ON EXTERIOR -- CONDUIT RUN ON INTERIOR GATE/FENCE Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED SITE PLAN Scale: 1/8" = 1' 01, 8' 16' s PREMISE OWNER: DESCRIPTION:. DESIGN: _ CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER J B-026806 OO Katie Wilk `' °SOh��'�`/ 9 CONTAINED SHALL NOT BE USED FOR THE NICOLOSI, JEROME J NICOLOSI RESIDENCE �- `// BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 0,� o NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type c 423 SKUNKNET RD 3.9 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES CENTERVILLE,. MA 02632 24 St.Martin Drive Building 2 Unit 1T ORGANIZATION, EXCEPT IN CONNECTION MATH Marlborough,MA ing Z 1 THE SALE AND USE OF THE RESPECTIVE (15) Hanwho Q—Cells #Q.PRO G4/SC 260 . SHEET: REV: DATE T: (650)638oroug F: (617 638-1029 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME PERMISSION OF SOLARCITY INC. SOLAREDGE INVERTER: SE3000A—US0OOSNR2 5087751 014 PV 2 b 7/17/2015 (668)-SOL-CITY(765-2489) www.sdarcitycom SITE PLAN (E) 20 (E) 2x4 . S1 n 11'-8" 6 (E) LBW �70 OF ' 6 (E) LBW _ SIDE VIEW OF MP 2 NITS g g C SIDE VIEW OF MP3 NTS MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED �.�` F / ���' MP3 X-S PACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES PORTRAIT 48" 20" S NAL ENG LANDSCAPE 64" 24" STAGGERED 7/17/2015 „ ROOF AZI 205 PITCH 25 PORTRAIT 48" 20" RAFTER 2x8 @ 16 OC STORIES: 1 ARRAY AZI 205 PITCH 25 ROOF AZI 25 PITCH 25 - ' Comp.Shingle RAFTER 2X8 �a 16 OC ARRAY AZI 25 -PITCH 25 STORIES: 1 Comp Shingle PV MODULE , 5/16" BOLT WITH LOCK INSTALLATION ORDER ..& FENDER WASHERS _ LOCATE RAFTER, MARK HOLE' ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT.` - ZEP ARRAY.SKIRT (6) HOLE. ` SEAL PILOT HOLE WITH - - jl (4) g(2) POLYURETHANE SEALANT: 'ZEP COMP MOUNT C - ZEP FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE (4) PLACE MOUNT. (E) ROOF DECKING (2) INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER (6) .. BOLT & WASHERS. (2-1/2" EMBED, MIN) (E) RAFTER S I AND FF V S1 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B—O 2 V 8 O 6 00 - CONTAINED SHALL NOT BE USED FOR THE NICOLOSI, JEROME J NICOLOSI RESIDENCE Katie Wilk �\�!a SolarCit BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: w.„o NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type.0 423 SKUNKNET` RD 3.9 KW PV ARRAY ��� ]® PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: CENTERVILLE, MA 02632 THE SALE AND USE OF THE RESPECTIVE (15) Hanwha Q—Cells #Q.PRO G4/SC 260 24 St Martin Drive,Building Z Unit 11 i SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ~. PAGE NAME _ DA • borough, MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: SHEET REµ T. (650)638-1028 F. (650)638-1029 SOLAREDGE SE3000A-USOOOSNR2 5087751014 STRUCTURAL VIEWS. PV 3 b �/n/2o15 (BBB)-soL-CnY c765-2489> www.edareitycem 1 _ 4 UPLIFT CALCULATIONS - SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. � J B-0 2 6 8 0 6 0 0 °"' OWNER:. DESCRIPTION: DESIGN: JOB CONFIDENTIAL— THE INFORMATION HEREIN NUMBER: \\�, olarCity. CONTAINED SHALL NOT BE USED FOR THE NICOLOSI, JEROME J NICOLOSI RESIDENCE Katie Wilk ; BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ..'�S NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 423 SKUNKNET RD 3.9 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS 'MODULES- CENTERVILLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 SL Martin Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (15) Hanwho Q—Cells #Q.PRO G4/SC 260 SHEET: REV: DATE; Marlborough,MA 01752 SOLARCITY EOUIPMENT, WITHOUT THE WRITTEN PA( NAME T. (650)638-1028 F: (650)636-1029 0 PERMISSION OF SOLARCITY INC. I" O 5087751014 VERTErcPV 4 b 17 2015 (888)—SOL—CITY(765-2489) www.sclarcitycom SOLAREDGE sE3000A—us000sNR2 UPLIFT CALCULATIONS / / Y 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 O O INV 1 =(1)SOLAREDGE SE3000A—USOOOSNR2 LABEL: A (15)Hanwho Q—Cells q,PRO G4/SC 260. RODS AT PANEL WITH IRREVERSIBLE CRIMR Meter Number: 943 951 inverter; 30GOW, 240V, 97.57.a w/Unifed Disco and ZB,RGM,AFCI : -', PV Module; 260W, 236.5W PTC, 40mm,'Blk Frame; MC4, ZEP, 600V ELEC 1136 MR Underground Service Entrance INV.2 Voc: 37.77 Vpmaz: 30.46 i INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 100A MAIN.SERVICE PANEL (E) 10OA/2P'MAIN CIRCUIT BREAKER (E) WIRING r Inverter 1 CUTLER—HAMMER ; 100A/2P Disconnect w; 3 SOLAREDGE SE3000A—USOOOSNR2 ; (E) LOADS B • _ L1 79u7 rCity L2 20A/2P GND .' - w, _ EGC/ ___ DC+. - 1 DC+ — — — — • - 2 A A ---- -------'----------------.-------------- GEC IN . MP 3;MP 2: 1x1 DC_ -- --------- ----------------- --- --- -- ———————————— — ------tJ = GND EGC * - - - EGC _ a d 1 f - .. _ GEC - -—r = s - A' TO 120 240V I .I SINGLE PHASE x , UTILITY SERVICE PHOTO TO VOLTAIC EQUIPPED.WITH RAPID,SHUTDOWN k e i VOC -- MAX VOC AT MIN TEMP T (1)SIEMENS Q220.• PV BACKFEED BREAKER - 1 CUTLER-HAMMER DG221URB �, _. OI ( ) # A B ( ) # A.' (t)SolarCityy'gg 4 STRING JUNCTION•BOX Breaker,'20 /2P,2 Spaces Disconnect; 30A, 240Vac,.Ncn-Fusible, NEMA 3R - `` 2x2 STRMGS, UNFUSED, GROUNDED " :-(2)Ground Rod: 5/8•x 8;'Copper ", -(1)CUTLER- AMMER. DG030N8 AC ,. D�, Ground�Meutral t; 30A, General,Duty(DG) (15)SOLAREDGE 300-2NA4AZS PV _." .• PowerBox Optimizer, 300W, H4 DC to,DC ZEP'° (1)AWG#6. Solid Bare Copper t . . n� (1)Grand Rod: 5/8" x 8P Copper � � •"(N) ARRAY;GROUND PER'690.47(D): NOTE: PER EXCEPTION'N0. 2,-ADDITIONAL_ • _• - ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION'OF (E) ELECTRODE " 1 AWG 0, THWN-2, Black (1)AWG 10, THWN-2,Black Voc* =500- 'VDC Isc,=15 ADC - #1 # (2)AWG 110, PV Wire,`600V, Black Voc* =500 VDC. Isc =.15 . ADC 3 (1)AWG#10. THWN-2, Red 2 "' (1)AWG#10,.THWN-2,Red VmP =350 VDC "Imp=11 ADC (1)AWG , Solid Bare Copper EGC Vm -350 VDC° Im -11 ADC ' (1)AWG#10, THWN-2, White NEUTRAL'Vmp =240VAC Im -12.5:'AAC O O . P- (J)AWG#10, TNWN-2._Green; EGC. . r-(1)Conduit Kit' 3/4".EMT . .. . #6 opp P � P .. . . . . :-(1)AWG#8,"TFiWN-2,.Green . . EGC/GEC-(1)Condwt.Kit;"3/4'.EMT.. . . . . . . PREMISE OWNER: DESCRIPTION: J B-0 2 6 8 0 6 00 DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: SN`!p ' CONTAINED SHALL NOT BE USED FOR THE NICOLOSI, JEROME J NICOLOSI 'RESIDENCE Katie Wilk �. r.�) BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM:NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 423 SKUNKNET RD 3.9 KW PV ARRAY �i1I;SQla ty. PART TO OTHERS OUTSIDE THE RECIPIENTS - ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: CENTERVILLE, MA 02632 . THE SALE AND USE OF THE RESPECTIVE (15) Hanwha Q-Cells.#Q.PRO G4/SC 260 2 St.` ortin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN - - - PAGE NAME SHEET: REV: DATE: 4 Marlborough,MA 01752 ` PERMISSION OF SOLARCITY INC. INVERTER: T. (650)638-1028 -'F. (650)638-1029 SOLAREDGE sE300oA—us000sNR2 508775.1014 THREE' LINE DIAGRAM PV 5 b 7/17/2015 (888)—SOL—CI>:Y(765-2489) www.solarcity.corn ° loome o e •e o - Label Location: Label Location: Label Location: (C)(CB) o (AC)(POI) .;o (DC)(INV) Per Code: _ _ Per Code: Per Code: NEC 690.31.G.3 °o 0 0 ° ° NEC 690.17.E e° -e ° o- •o a NEC 690.35(F) Label Location: - o :o e - o 0 0 �� p� TO BE USED WHEN (DC) (INV) ° ° ° e,• ' ° a ° -o ° e • e INVERTER IS QrLI • e UNGROUNDED Per Code: NEC 690.14.C.2 Label Location: Label Location: ° ° -° ° e (POI) -o - (DC) (INV) •- - ° Per Code: -° Per Code: -e e o 0 o NEC 690.17.4; NEC 690.54 -o - NEC 690.53 ° -o o • �I V e Label Location: °' r (DC) (INV) _ Per Code: NEC 690.5(C) o- • -o e ° Label Location: (POI) -o s ° • � e Per Code: NEC 690.64.B.4 Label Location: io (DC) (CB) , ° ..a Per Code: Label Location: eo o e NEC 690.17(4) (D) (POI) °• o^.o . e G `o ° ° Per Code: lyr►I -o �o ° NEC 690.64.B.4 o Log Label Location: o (POI) Per Code: - ° - NEC 690.64.B.7 Label Location: o o —. p pf p ( (AC) (POI) (AC):AC Disconnect Per Code: ° (C): Conduit B O NEC 690.14.C.2 e (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect �p (AC) (POI) (LC): Load Center Per Code: (M): Utility Meter • �V t' NEC 690.54 (POI): Point of Interconnection r CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR 3055 gearview Way ' �. San 11111 THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED ���� T:(650)638-1028 F:(650)638-1029 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, Label Set /�`SolarCity (888)-SOL-CrY(765-2489)www.solarcity.com EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. %„ ® Next-Level PV Mounting Technology ��„'SOIarClty I ZepSolar 9 gY 'SOIafClty I Z pSolar Next-Level PV Mounting Technology Zep Syst em components .. �- for composition shingle roofs --' • `�'`�.�llp r•.00f � ock sae arson. • - - _ Ground Zep Intent (Ka5 zep compefmtc w Wdulc . . .:.._...�,�._ Roof Anachment .. - Description ` A j eW F PV mounting solution for composition shingle roofs - ' m contPat`v - Works with all Zep Compatible Modules - tO , Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules ,- Auto bonding UL-listed hardware creates structual and electrical bond V� LISTED - Comp Mount interlock Leveling Foot Part No.850-1345 Part No.850-1388 Part No.850-1397 Listed to UL 2582, Listed to UL 2703 7 Listed to UL 2703 Specifications Mounting Block to UL 2703 5' Designed for pitched roofs Installs in portrait and landscape orientations • Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 • Zep System bonding products are UL listed to UL 2703 Engineered for spans up to 72"and cantilevers up to 24" - • Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End.Caps DC Wire Clip • Attachment method UL listed to UL 2582 for Wind Driven Rain Part No:850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and . 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zap Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 1 of 2 _ - 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 2 of 2 - L 0Xo -.- lUN S� a r ' 0 0 SolarEdge Power Optimizer So I a rModule Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer Module Add-On For North America P300 P350 P400 (for 60<ell PV (for,72-cell PV (for 96-cell PV modules) modules) modules) .. .INPUT •"- P300 / P350 / P400 Rated Input DC Power I 300 35D 400 W .... IU 2 Absolute Maximum Input Voltage(Vo[at lowest temperature) 48 60 80 Vdc - MPPTOperating Range ........8.:48.....................8.:60 .....$..80 . Vdc Maximum Short Circuit Curren[(Isc) 10 Adc ,, Maximum DC Input Current Ad... Maximum Efficiency _ ... ............ ....... ......... .. ... ..9..9I.5 % f _'' ., - Weighted Efficency .. 98 8 ....... ..... %..... ... ......... ...... ......... ... ... ..... .......I....: - Overvol[age Category I '� -.OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER)' 1 q. Maximum Ou[pu[Curren[ Adc a 15 ..a � Maximum Output Voltage 60 Vdc .OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc _ STANDARD COMPLIANCE FCC r� ��,Tr.�dV EMC - Part15 Class B IEC61000 6-2,IEC61000-6 3 - -' Safety ..... .. .... ...... 9 1(class II safety),UL1741 ....... ..... RoHS ......... ....... ... ...... ... .. ....... Yes.... _ . EC6210 ' "INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage 1000 Vdc Dimensions(W x L x H) 141 z?12x40.5/S.SSx8.34xl.59 min/in Weight(including cables) 2.1 . ............... ......... ...... ...... .- 6 Input Connector MC4/Amphenol/Tyco /Connector .. Double Insulated;Amphenol . 0.95/30 ..I.............� 1.2/3.9 ...... m/ff , Operating Temperature Range .. .... - - -40-+85/40 +1 85 C/•F. ....... ........ ... ... ..... Protection Rating .... 65/NEMA4... ,........ .,. Relative Humidity 0-500 .. % ... - ......... ............ .. ... .. ..... ........... lP........... ............. ........ .... a,md src po..n,f m ux Mode oiop 1.«sx power ao—n-11.d PV SYSTEM.DESIGN USING A SOLAREDGE. SINGLE PHASE THREE'PHASE THREE PHASE INVERTER 208V 480V PV'power optimization at the module-level Minimum String Length(Power Optimizers) 8 10 18 Maximum String Length(Power Optimizers) 25 25 SO - +. Up to 25%more energy - - ............... ..... ... ....... .............. ..... ... ... ... .. MaximumPowerperString .., .. __600......... .. 12750...,, ....... .. ........... ........... ......... .... .. - Superior efficiency(99.5%) - Parallel Strings of Different Lengths or.Orientations Yes _ - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading _ ' ' Flexible system design for maximum space utilization - Fast installation with a single bolt Next generation maintenance with module-level monitoring - Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA WWW.SOlaredge.u5 .k $��. rr 34 Mfb� 1 �'a9^im�t2!w.r�ntm ®0 o o Single Phase Inverters for North America O I e O ao -�' 8 0 v SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ SE760OA-US/SE1000OA-US/SE1140OA-US SE3000A-US SE380OA-US I S6000A-US SE6000A-US SE760OA-US SE10000A-Us SE1140OA-US f OUTPUT. I I - i, 9980 @ 208V SolarEdge Single Phase Inverters Nominal AC PowerOutpLit 3000 3800 5000 6000 7600 10000@240V 11400 VA ............... .... ............ .. .............I. ..........I.,.... ............... - 5400 @ 208V 10800 @ 208V • - _ Max.AC Power Output 3300 4150 6000 8350 - 12000 VA For North America . ..................................... .. ... . . 545o@z4ov. ................ ..........:.. 1095�@z4o� ..... AC Output Voltage.Min:Nom:Max.* . 183-208-229 Vac - - - - SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ t AC Output Vol........:................ _........... 211-24utVoltageMin:Nom:Max.* �. -� - - SE7600A-US/SE10000A-US/SE1140OA-US z11-zao-z6a Vac AC Frequency Min:Nom:Max.* 59.3-60 60.5(with HI country setting 57 60-60.5) Hz .. ...........:... ............. . ...........: ................ ............... ..... ........... ................. ....... ..........:.... .................. ... 0 ' " - 24 @ 208V - 48 @ 208V - Max'Continuous Output Current ...... .....12.5...... ......16......I..21@•240V..L.... 25..::... ......32:....:.�, 42@240V...L.....47.5......: ...:A..:. - .. .: ..U81ity Monitoring,Islanding..:..._.. .... ............... .. _ ....... ... ......... .. Protection,Country Configurable . .Yes - Thresholds _ INPUT ....._ 1 > Je aOtY - STC Recommended Max.DC Power** 3750 4750 6250 7500 9500 12400 14250 W aft ''' _ _ .STC) .............. .......:.... ........... ........... .........._. _ .t...... ........... .... ............. ... ......... . Transformer-less,Ungrounded Yes .. ............................... to »»••»,»M` - Max.Input Voltage 500 - Vdc + - . ............ .............................. ........ ... .............:.............._-................................ ........._ ............... ........ ...-...... Nom.DC InputVolta a ,,,.•-•.,,, ••••• ,.,••. 325@208V/350@240V---...- .,-- ,,,•••- .Vdc.... - _ .............. .......g..... .... 16.5 �208V� 33•-•208V . Max.Input Current*** 9.5 13 18 23 @ 240V ( 34.5. Adc _ .................................... .......... .. ...... . ....... .... ....... ... .... ... .. .. ... .......... ... .. - .. . .) - I 30 Max.InputShortCircuitCurrent 3015, 5@45 Adc - I - r. .....................°...--....-,.-,....... .. . ... ...... .._...... .. _...... ............. .. - 5 @ 240V .. i - ;. : • Reverse-Polarity Protection ......, .......... .. ..... .Yes .. .......... .... ..... t - P, Ground-Fault Isolation Detection .6001tflSensltiwty +' Maximum Inverter Efficiency ,,.-97.7 98.2 98 3 - 98 3 98 - 98 - --98 - (`, . ................. ....................._. . ....... :... ............... . _....... .. .... . ....-. .................. ........ - a CEC Weighted Efficiency - 97.5 98 97.5 @ 208V 97 5 97.5 97 @ 208V 97.5 % .. . ........ ..... ..98 @•240V' 97.5 .......... ................... ........... - Nighttime Power Consumption - <2.5 <4 W _ 1- `- ADDITIONAL FEATURES i -i --° • Supported Communication Interfaces - R5485,RS232,Ethernet,ZigBee(optional) - .`.. .................. ....._..--. ...... .. .......... -................................. .................... ............ .... .. - ' Revenue Grade Data,AN51 C12.1 Optional t '.STANDARDCOMPLIANCE `�.• •' `�-• ru •t UL1741 UL1699B,UL1998,CSA 22 2. - •.• �:. rid Connectids - - - IE7 . .... ,. . . ... ...... ... --••, ..G... . . . on. .Stan.....ard.............. .........................................................EE154......... .............. Emissions - FCCpart15 class B y t .INSTALLATION SPECIFICATIONS P • F ' AC output conduit size/AWG range 3/4 minimum/24 6 AWG - 3/4"minimum/8 3 AWG ....................................... ......... .. ..... ......... .. .. ...... .. ...... ' a DC input conduit size/q.of strings/ - - 3/4"minimum/1-2 strings/24-6 AWG 3/4"minimum/1 2 strings/14-6 AWG range..........-'. . .................... ................................ ...........:...................... ........ - Dimensions with AC/DC Safety 30.5 x 12.5 x 7/ 30.5 x 12.5 x 7.5/ in/ 0Sx125x10.5/775x315x260 �..a-�:.� �..._..._ ;... +f• Switch(HxWxD)......":............:... .......775 x 315 x 172 ..... ........775 x 315,x 191......... ......`3 :..............,...............-..: .,.mm - Weightwlth AC/DC Safety Switch•.,,••_, .... 512/232.• I,••• •,•547/247 •.•,,., - -88:4/40.1,--. lb/kg .- . Cooling '.. .,-.•...... ....-•-.....--:,- Natural Convection. ..Fans(us..... .aceable) - .. . Noise - - ......`.25.. .. ............... . <SO ...... .... . . ..-dBA....The best choice for SolarEd a enabled-s stems ... . ..... ... ........ ..... g Y Min.Max.OperatingTemperature. -13to+140/-25to+60(CAN version••• -40to+60) •F/'C - Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance. JWV.................... Superior efficiency(98%) Protection Rating NEMA 3R' .......................... ........... ............. .............................................................................I....... .. •For other regional settings please contact SolarEdge support. — Small,lightweight and easy to install on provided bracket Limited to125%for locations where the yearly aveagehigh tempeatareis above 77•F/15•c and to135%for locations where itis below 77•F/z5•C. . - For detailed Information,refer to htto-/Iwww.solaredge.us/files/pdfs/inverter do oveairing aulde.odf - • - - Built-in module-level monitoring _ �.•A higher current source maybe used;the Inverter will limit its input current to the values stated. ,-- - - •*CAN F/Ns are eligible for the Ontario FIT and mlcroFIT(microFrr exc SE11400A-US-CAN). — Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed Voltage inverter,DC/AC convq.rsion only Pre-assembled AC/DC Safety Switch for faster installation q Optional—revenue grade data,ANSI C12.1 ) n Iunsr?ec G USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL WWW,SOlaredge.u5 �lI . to SPECIFICATION Format 65.7 in x 39.4 in x 1.57 in(including frame) (1670 mm x 1000 mm x 40 mm) - � _ - Weight 44.091b(20.0 kg) ..�.,.am•o.n>•...a ' Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass with anti-reflection technology ®' Badt Cover Composite film `' -_•„-.�r-.;,:_„',`•'•`�_',';•:�"` Frame Black anodized ZEP compatible frame - - ,a•�;,.s=^ - - cell 6 x 10 polycrystalline solar cells - - �, - •-1�`,,...- Junction box Protection class IP67,with bypass diodes Cable 4 mmx Solar cable;(+)a47.24in(1200 mm),W a47.24in(1200 mm) .V- - Connector MC4 UP 68)or H4(IP68) '^•*v'a I-Q I""Osn1 I 'aELECTRICAL CHARACTERISTICS PERFORMANCE AT STANDARD TEST CONDITIONS(STC:1000 W_/m',25`C,AM 1.56 SPECTRUM)' POWER CLASS(+5W/-OW) IW] 255 260 265 - Nominal Power P_ IWl - 255 - 260 265 - • , '_ J •, , , Short Circuit Current lu [Al 9.07 9.15 9.23 Open Circuit Voltage V. . IV] 37.54 37.77 38.01 . . . .- Current at Pxrn -- 1- [A] 8.45 8.53 .. 8.62 Voltage at Per V-P IV] - 30.18 30.46 30.75 The new Q.PRO-G41SC is the reliable evergreen for all applications,with Efficiency(Nominal Power) n [%] a15.3 2!15.6 2!15.9 a black Zep icompatible`"" frame design for improved aesthetics, opts- PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE(NOCT:800 W/m',45 s3•C.AM 1.5 G SPECTRUM)' - - mind material usage and increased safety.The 4try solar module genera- POWER CLASS(+5W/-O W) [WI- _ - 255 260 26 - - tion from Q:CELLS has been optimised across the board:improved output Nominal Power P_ [Wl 186 i92.0 1953 5 _ Short Circuit Current l,r LA1 7.31 7.38 7.44 yield,higher operating reliability and durability, quicker installation and a Open Circuit Voltage V,r IV] 34.95 35.16 35.38 more intelligent design. 4 Current at P.. I_ (A] 6.61 6.68 6.75 n Voltage at%, VNm IV] 28.48 28.75 - 29.01 'Measurement tolerances STC;t3%(P_);t 10%(I".V¢,1m 1 V.11) 'Measurement tolerances NOCT.t 5%(P_);t 10%(I,,.Vim,)moo,V„vp) INNOVATIVE ALL-WEATHER TECHNOLOGY. PROFIT-INCREASING GLASS TECHNOLOGY O CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE •Maximum yields with excellent low-light ip Reduction of light reflection by 50%, x'• _a eu, At least 97%of nominal power during ,� m -- - r "d��^•^b^•^^•^+^ first year.Thereafter max.0.6%degre- ' and temperature behaviour. plus long-term corrosion resistance due E g" _ s • --a m" e --- ---- - da[ion per year. � •Certified fully resistant to level 5 salt fog to high-quality At least 92%of nominal power after a u -- • 3„ ---------------- - 10 years. Sol-Gel roller coating processing. W= At I ast 83%of nominal power after c f0--- -- -- -- -- ENDURING HIGH PERFORMANCE e „ 25 years. •Long-term Yield Security due to Anti EXTENDED WARRANTIES All data within measurement tolerances. • • • m Full warranties in accordance with the PID Technology',Hof-Spot Protect, •Investment securlty.due to 12-year warranty terms of the Q CELLS sales IRRADIANCE DIN1.9 organisat on of your respective country. and Traceable Quality Tra.Qru. product warranty an ng-term stability due to VDE Quality, 'performance warranty3.d'25-yeai linear X The typical change in module efficiency at an irradiance of 200 W/m'in relation •Lo '"•'•T�'^""110">e 'to 1000 W/m2(both at 25°C and AM 1.5G spectrum)is-2%(relative).- `°°"""�"'° "�""" `"`" _ 4 Tested-the strictest test program. - TEMPERATURE COEFFICIENTS(AT 1000W/M',25'C,AM 1.50 SPECTRUM) - / .QCQLS Temperature Coefficient of Iu a [%/Kl +0.04 Temperature Coefficient of V. 0 [%/KI '" - -0.30 a -SAFE ELECTRONICS - TOP BRAAD P.V ¢ - Temperature Coefficient of Pry y [%/Kl -0.41 NOCT CF] 113 t 5.4(45 i 3°C) •Protection against short circuits and ,�",, 1 1 1 $ thermally induced power losses due to 2014 Maximum system voltage vs„ IV] 1000(1 EC)/600(UU safety class u breathable junction box and welded Maximum series Fuse Rating [A DCI 20 Fire Rating _ C/TYPE 1 Max Load(UL)' fibs/ft-1 50(2400 Pa) Permitted module temperature -40'F up to+185'F Cables. - on continuous duty (-40°C_up to+85°C) p PAntnn Load Rating(ULY [lbs/tt l 50(2400 Pa) a see installation manual - Austily._Testa3 QODIS - ! 1 1 CERTIFICATES PACKAGING INPORMATIONtl UL 1703;VIDE Quality Tested;CE-compliant; - :um Ot Modules per Pallet 25 wauv:;•....vr.. •re.rom IEC 61215(Ed.2);IEC 61730(Ed.l)application class A - THE IDEAL SOLUTION FOR: 1Q'eOsiTi58T Number of Pallets per 53'-Comainer 32 __ v DNPATj //�� / ti` e4„ Number of Pallets per 40'Container 26 Rooftop arreys on - ( (r. SAS' % - - OMPAT D E \ \ Pallet Dimensions 68.5 in 44.5 inx46.0 in _ residential buildings - Ne0,11 4 i c 2 4 Us ,aeO� (1740 x 1130 x 1170 tutu) Pallet Weight 12541b(569 kg)APT teat fAnditimts:Cells at-1p00V inst uttdeq with COndtstive metal fdil Coveted module sur}ape• lov NOTE:Installation instructions must be followetl.See the installation and operating manual or comacl our technical service department for futlher information on approved installation and use ofaga gr0, CpMPp,O this product.Warranty mid if non-HP-certified hardware is attached to groove in module frame. 25`C,168h See data sheet On rear for further information. Ranwha O CELLS USA Corp. 8001 Irvine Center Drive,suite 1250,Irvine CA 92618,USA I TEL+1 949 748 59 96 1 EMAIL gKells-usa®q-cells.com I WEB www.q-cells.us Engineered,in Germany (M CELLS Engineered in Germany Q CELLS - 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 NATIONALLY-RECOGNIZED 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 TUBING 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 TYP TYPICAL T UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT VICINITY MAP INDEX W WATT PV1 COVER SHEET 3R NEMA 3R, RAINTIGHT _. PV2 SITE PLAN �--, PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS . LICENSE GENERAL NOTES PV5 THREE LINE DIAGRAM c � � Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION /�► _ 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: ZEP SOLAR AHJ: Barnstable - REV BY DATE .COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Boston Edison) j CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 8 0 6 O O PREMISE OWNER: DESCRIPTION: DESIGN: \\`, CONTAINED SHALL NOT USED FOR THE NICOLOSI, JEROME J NICOLOSI RESIDENCE Katie Wilk �,;SolarC.�t m PART TO OTHERS OUTSIDE THE RECIPIENTS BENEFIT OF ANYONE EXCEE PT SOLARCITY INC., MoMOUNTINGc SYSTEM: 423 SK U N K N E T R D '"` y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C TS 3.9 KW PV ARRAY � ORGANIZATION, EXCEPT IN CONNECTION OATH MODULES . CENTERVILLE, MA 02632 THE SALE AND USE OF THE RESPECTIVE (15) Hanwha Q-Cells #Q.PRO G4/SC..260 24 St.Martin Drive,Building 2, unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER. 5087751014 7: (650)638-1028 F: (650)638-1029 ISOLAREDGE SE3000A-USOOOSNR2 COVER SHEET. PV 1 b 7/17/2015 )-SQL-CITY(765-2489) wwr.�1arcit.y.com , PITCH: 25 ARRAY PITCH:25 MP2 AZIMUTH:205 ARRAY AZIMUTH:205 MATERIAL:Comp Shingle STORY: 1 Story PITCH: 25 ARRAY PITCH:25 MP3 AZIMUTH:25 ARRAY- AZIMUTH:25 MATERIAL: Comp Shingle STORY: 1 StorytN OF NG L C NAL E 07/17/2015 Digitally signed by Nick Gordon O Date:201 s.67:1 LEGEND 06:52:47-07'00' Inv (E) UTILITY METER & WARNING LABEL INVERTER W/ INTEGRATED DC DISCO ��� & WARNING LABELS AC gg DC DISCONNECT & WARNING LABELS D �1 i ACAC DISCONNECT & WARNING LABELS 0 DC JUNCTION/COMBINER BOX & LABELS 3 NQ DISTRIBUTION PANEL & LABELS. M d 56 LOAD CENTER & WARNING LABELS Front Of House C O DEDICATED PV SYSTEM METER p STANDOFF LOCATIONS g _CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR GATE/FENCE Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED . L-'J SITE PLAN g Scale: 1/8 = 1' 01' 8' 16, J B-0 2 6 8 0 6 0 0 PREMISE OWNER: DESCRIPTION: DESIGN:CONFIDENTIAL.— THE INFORMATION HEREIN JOB NUMBER: SolarCity.CONTAINEDTAINED MALL NOT BE USED FOR THE NICOLOSI, JEROME J NICOLOSI RESIDENCE Katie Wilk BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: j' NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 423 SKUNKNET RD 3.9 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS Moouux CENTERVILLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St.'Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (15) Hanwha Q—Cells #Q.PRO G4/SC 260 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. S GE sE3000A—us000sNR2 5087751014 SITE PLAN PV 2 b 7/17/2015 (8W)-SOL-CITY(765-2489) www.solarcitycom (E) 2x4 L S 1 (E) 20 S1 11'-8" 6 (E) LBW � �N OF a 6 (E) LBW SIDE VIEW OF MP2 - NTS ��� " SIDE VIEW OF MP3 NTs 1 L MP2 X-SPACING VCANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED �.<` F / \��'� MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES PORTRAIT 48" 20 - Sg NAL ECG LANDSCAPE 64" 24" STAGGERED ' . ROOF AZI 205 PITCH 25 7/17/2015 PORTRAIT 4$" 20" ; RAFTER 2X8 @ 16" OC STORIES: 1 ARRAY AZI 205 PITCH 25 RAFTER 2X8 @.16" OC ROOF AZI 25 PITCH 25 STORIES: 1 Comp Shingle ARRAY AZI 25 PITCH 25 { Comp Shingle PV MODULE 5/16" BOLT WITH LOCK - INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION,.AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. - PILOT HOLE WITH (4) C(2)FSEALOLYURETHANE SEALANT: ZEP COMP MOUNT C ZEP .FLASHING C (3) (3). INSERT FLASHING. (E) COMP. SHINGLE (4) PLACE MOUNT. (E) ROOF DECKING (2) j(5 INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES WITH SEALING WASHER (S) INSTALL LEVELING FOOT WITH (2-1/2» EMBED, MIN) BOLT & WASHERS. (E) RAFTER STANDOFF Scale: 1 1/2" = 1' PREMISE OWNER: DESIGN'DESCRIPTION:CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: JB-026806 00 NICOLOSI, JEROME J ` � CONTAINED SHALL NOT E USED FOR THE NICOLOSI RESIDENCE Katie WIIIC .SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.,; NOR MALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 423 SKUNKNET RD 3.9 KW PV ►r PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: CENTERVILLE, MA 02632 ARRAY - ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (15) Hanwha Q—Cells #Q.PRO G4/SC 260 24 St. Martin Drive, Building 2, Unit 11 i t, SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV DATE: Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER. 5OH7751 O14 PV 3 b 7 17 2015 T. (650)6M-1028 F. (650)638-1029 SOLAREDGE SE3000A—USOOOSNR2- STRUCTURAL VIEWS / / (888)-SOL-CITY(765-2489) www.sclaicit.com UPLIFT CALCULATIONS n. SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. J B-0 2 6 8 0 6 00 °"' °W"� DESCPoPII°": °��. CONTAINO)AL— THE INFORMATION HEREIN JOB NUMBER: ts SO�a�C�ty CONTAINED SHALL NOT BE USED FOR THE NICOLOSI, JEROME J NICOLOSI RESIDENCE Katie Wilk ; BENMT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �j�� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 423 SKUNKNET RD 3.9 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES CENTERVILLE, MA 02632 24 St.Martin orl�a,Building 2 Unit 11 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (15) Hanwha Q—Cells #Q.PRO G4/SC 260 SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER PAGE NAME T. (650)638-1028 R. (650)638-1029 M PERMISSION of SOLARCITY INC. SERTER: GE sE3000A—us000sNR2 5087751014 UPLIFT CALCULATIONS PV 4 b 7/17/2015 (M)-SQL-CITY(765-2489) www.solarcRycom 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 INV 1 -(1)SOLAREDGE ## SE3000A-USOOOSNR2 LABEL:' A -(15)Hanwha Q-Cells �Q.PRO G4/SC 260 ODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:43 943 951 Inverter; 3000W, 240V, 97.5%; w/Unifed Disco and ZB,RGM,AFCI PV Module; 260W, 236.5W PTC, 40mm, Blk Frame,•MC4, ZEP, 600V ELEC 1136 MR r Underground Service Entrance INV 2 - Voc: 37.77 Vpmax: 30.46 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 100A MAIN SERVICE PANEL E; 10OA/2P MAIN CIRCUIT BREAKER - (E) WIRING - Inverter 1 CUTLER-HAMMER 10OA/2P Disconnect 3 SOLAREDGE B $E3000A-USOOOSNR2 (E) Lonos _ s L1 27OV _ SolarCity L2 - .. 20A/2P ---- GND ------- ------ EGG DCa 1 DCi - - - - 2 q BA _ - ---------.- - GEC ---1 _DC- 3,MP 2: .GND -- EGC----------IN ------- ---,---- EGC - ,M ---*�. --------- .-- --------- ---- c EGGGEC - z � l • • I " , _.GEC - �--{ TO 120/MV SINGLE PHASE - UTILITY SERVICE .. _ - _ .• _ .5 - _ - • PHOTO,VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP Ol (1)SIEMENS #0220 PV BACKFEED BREAKER B (1)CUTLER-HAMMER #DG221 UR6 �e (1 SolarCitY gg 4 STRING JUNCTION BOX Breaker, 20A/2P, 2 Spaces Disconnect; 30A, 24OVac, Nan-Fusible, NEMA 3R AC ) yl2 gTitIFjGS• (2)Ground Rod; 5/8' x 8', Copper -(1)CUTL R.- AMMER #DG03ON8 Q UNFUSED, GROUNDED K• ^ U DED DC Groundleutral It; 30A, General Duty(DG). (15)SPLAREDGE 300-2NA4AZS PV owerElox Optimizer, 300W H4, DC to DC, ZEP nd (1)AWG #6, Solid Bare Copper (1)Ground Rod 5/8' x 8',Copper �. .(N) ARRAY GROUND'PER 690 47(D):•NOTE: PER EXCEPTION NO 2, ADDITIONAL _ r 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#10, PV Wire, 60OV,Black Voc* =500. VDC Isc =15 ADC O Isr(1)AWG#10, THWN-2, Red O (1)AWG#10, THWN72, Red Vmp =350 VDC Imp=11 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp' =350 VDC Imp=11 ADC (1)AWG#10, THWN-2, White NEUTRAL Vmp =240VAC Imp-12.5.AAG (i)AWG tO,,THWN-2, Green EGC;, (1)Conduit.Kit; 3/4'_EMT.' - -(1 AWG THWN-2, Green EGC GEC- 1)Conduit Kit: 3 4 EMT . . .. .. . . . . . . . . . . . . .; . . . . ). . . . . .. . . . . .. . . . . . ./. .. .(. . . . . ..t3/47. . . .. . . . . . . . . CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-O H O 00 PREMISE OWNER DESCRIPTION: DESIGN: \\\ CONTAINED SHALL NOT E T SO FOR THE N.ICOLOSI, JEROME J NICOLOSI RESIDENCE Katie Wilk =;.?•SO�a�C�t BENEFIT OF ANYONE EXCEPT soLARCITY INC., MouenNc SYSTEM: 423 SKUNKNET RD NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 3.9 KW PV ARRAY 0i� y PART TO OTHERS OUTSIDE THE RECIPIENTS P ORGANIZATION,'EXCEPT IN CONNECTION WITH MODULES: CENTERVILLE, MA 02632� THE SALE AND USE OF THE RESPECTIVE (15) Hanwha Q-Cells #Q.PRO G4/SC 260 24 St. Martin Drive,Building 2,Unit 11, SOL.ARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME. SHEET- REVi DATE: Marlborough, MA 01752 PERMISSION of SOLARCITY INC. INVERTER: PAGE SE3000A-USOOOSNR2 `JO87751 O14 PV `J b 7 17 2015 T. (650)638-1028 F. (650)638-1029 THREE LINE DIAGRAM / / (8m)-sa-CITY(765-2489) www.solarcity.com •- o 0 0 •e o - Label Location: Label Location: Label Location: (C)(CB) (AC)(POI) o � (DC) (INV) Per Code: _ _ Per Code: ffiffiffi _ Per Code: NEC 690.31.G.3 ° ° NEC 690.17.E - e ^ ° e o o o - ° o ° o- o NEC 690.35(F) ` -. Label Location: ° :o TO BE USED WHEN 0 lwJl�k' (DC) (INV) °• ° o o ° -o ° ° • ° INVERTER IS Per Code: ° UNGROUNDED D 0 NEC 690.14.C.2 Label Location: Label Location: ° ° ° e e v ° (POI) -o (DC)(INV). Per Code: Icam;`Per Code: • • •-o °o 0isme NEC 690.17.4; NEC 690.54 - -o ° NEC 690.53 ° o , ° : 0 0 e. � A Label Location: o , (DC) (INV) _ Per Code: " p ..° NEC 690.5(C) o- -o ° ° Label Location: o ° o- O (POI) -° e ° / o , Per Code: , NEC 690.64.B.4 - o o v ` Label Location: o �(� (DC)(CB) Per Code: Label Location:. 00 0 0 - NEC 690.17(4) Q (D) (POI) o :o • ° Per Code: � off,- �, -o o �:• ° NEC 690.64.6.4 Label Location: IIV� (POI) Per Code: Label Location: p p NEC 690.64.B.7 p p p • &@ (AC) (POI) °o o - o (AC):AC Disconnect D 0 Per Code: °o (C): Conduit 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 (AC) (POI) (LC): Load Center �1 Per Code: (M): Utility Meter lrl� NEC 690.54 (POI)`. Point of Interconnection CONFIDENTIAL— THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR `���q�j 3055 Qearview way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �- ■ San Mateo,a+50)6 29 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENYS ORGANIZATION, P -SOL-) Y(765 8 89)w) .solar it EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE Label Set �� �Of� ' (888)-SotL[ivp65-2489)wwwsolarciry.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. o II ®IZ$OlafClty ®pSOlaf Next-Level PV Mounting Technology t$018fCty pSDlar Next-Level PV Mounting Technology r ` Zep SyStel'Y1 Components for composition shingle roofs - q<•P Ground Zap Zntertoek (Kr sae smro{ - . �_ .�„- �eretmg rem I r --' .•� � � ��• ,.. r Icp CampeL'Mc PV Module \ ..: Root Anaatdoent • - Description • PV mounting solution for composition shingle roofs O F,coMpkj`e Works with all Zep Compatible Modules Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules • Auto bonding UL-listed hardware creates structual and.elecirical bond V� LISTED Comp Mount Leveling Foot C unt Interlock Lev of ' Part No.850-1345 Part No.850-1388 ° Part No.850-1397 Listed to UL 2582, ''Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 Designed for pitched roofs Installs in portrait and landscape orientations Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 • Wind tunnel report to ASCE 7-05 and 7-10 standards Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 ' • Zep System bonding products are UL listed to UL 2703 Engineered for spans up to 72"and cantilevers up to 24" Zep wire management products listed to UL•1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip Attachment method UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113 Part No.850-1448. Listed to UL 2703 and 850-1421,850-1460, Listed U.L 1565 ETL listed to UL 467 850-1467 zepsolar.com • zepsolar.corn Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services.Zep solar's sole warranty is contained in the written product warranty for _ - This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely ' each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely - - responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. 12 22 14 ZS for Comp Shingle Cutsheel Rev 02.pdf Page: 1 of 2 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 2 of 2 - q- - , - solar SolarEdge Power Optimizer - oo � . � � = =oosolar . Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer ... - - P300 P350 P400 Module Add-On For North America _ - _ (for 60-cell PV ,for 72-cell PV (fo�odules PV _ '' d I odul modules) - ?.INPUT o u z m w.:a) J� m es) es) m P300 / P350 / P400 P937 '' I . ^ Rated Input DC Powell 1.300 350 40D W. .. Absolute Maximum Input Voltage(Vot at lowest temperature) 48 60 80 Vdc �; MPPT Operating Range 8 48.- 8-60.. ...8.80..... - Maximum Short Circuit Current(Isc) - 10 Adc - Ad 12.5 ..' Maximum EffidencyCu.... .... ..... .. .. ....... ........ ... Weighted Efficiency. ... ... - ... _ ._..... _ 98 8 ........ - %..... rrent Overvoltage Category II................................ - OUTPUT,DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER)'� - - ,r" Maximum Output Curren[ .. 15 .. .. .. ......... Adc a ,. r'... ... ......... ........ ...... ..... 6. - Maximum Output Voltage 60 Vdc OUTPUT DURING STANDBY(POWER OPTIMIZER.DISCONNECTED FROM INVERTER OR INVERTER OFF) - 1 y~ Safety Output Voltage per Power Optimizer 1 Vdc f n yp &STANDARD COMPLIANCE r*' .nw�, ! - _ ' L:p,•'- 7� - EMC FCC Part15'Class B IEC61000 6 2 IEC61000 6 3 ..... .. ..... .... .. ...... RoHS „�" •" Safety, 62109 1(class II safety),UL1741 ..... ........ ..... ... .. .... ... pF EC Yes . •.. .. r .� _ - E INSTALLATION SPECIFICATIONS 'yp. ter" *`�- 3"" � •' x 3 - ..' Maximum Allowed System Voltage 1000 Vdc �• r f - - - Dimensrons(W xIx HI .... _., 41 x 212x 405/5.55 x 8.34x 1.59 mm/in 1 Weight,including cables).... 950/21 ........ gr/Ib... ........... ... .. .... . Input Connector - C4/AmPhenol/Tyro - a .. ..... a.. Output Wue Type/Connector .Double Insulate..... enol - ry Output Wue Length. ... .. 0.95/30 ... 1.2/3.9 .. .... m/ft - .. .... Operating Temperature Range 0 +85/40 +185 C/•F - - , Protection Rating .... P65/NE .. .. ._ Relative Humidity.. ... ......... .. .. ...._... ... .......... I MA4 0 100 Rama sTcpow:.or me moame Mo 1� fupms%ppwermr 0—d 'PV SYSTEM DESIGN USING A SOLAREDGE • ' -- £:.THREE PHASE 'PV PHASE - - s. .. •.„ .. SINGLE PHASE " - ." - c� .INVERTER +.'-.,-r.& R'x '�`'208V � '480V �' §�. PV power optimization at the module-level .....- ...... - Minimum String Length(Power Optimizers) 8 10 18 .. ...... .. .... .. n _ - Maximum String Length(Power Optimizers) 25 25 50 Up to 25%more energy `'. - Maximum Power per String ..... ....... ........5250...._. ..........6000 :..12750 �W efficiencyi ( )- - - Parallel Strings of Different Lengths or Orientations "" Yes .. "Superior 99.5% " Mitigates all types of-module mismatch losses,:from manufacturing tolerance to partial shading Flexible system design for maximum space utilization - �.. - - Fast installation with a single bolt .. ,.,ns-.w a.-#;, . ��,`-..�,,...,>•r...en,:.. .., .. ..' ,: *s„�..... 50-.�'°�,.,s ,' a ,� ,% C �,at+st:�.. . - - - Next generation maintenance with module-level monitoring x Module-level voltage shutdown for installer and firefighter safety 3 :f USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA wWw.50(aredge.u5 y..`5 _ � 'Single Phase Inverters for North America �=oo solar © ® @Sin -US/SE3800AUS/vertAUS/SErNorUS/solar - SE7600A-US/SE10000A-US/SE1140OA-US • SE3000A-US SE380OA-US SESOOOA-US SE6000A-US SE760OA-US SE100OA-U5 ISE11400A-US. OUTPUT SolarEdge Single Phase inverters Nominal AC Power Output 3000 3800 5000 6000 7600 100 0@240V 11400 VA u .... ....... .. ......... • Max AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA -For North America f " • .. 5450@24.0V .......... ..... 1095U@24oV .................. ......... ..... ...... . ........ .... AC Output Voltage Min:Nom Max - - iS3-208 229 Vac SE3000A-US/SE380OA-US/S,E5000A-US/SE6000A-US/ ..Output Voltage ,..... ' ' AC Output Voltage Min:Nom Max.* � � •� � � � �� � � SE760OA-US/SE10000A-US/SE1140OA-US 211-24o-264Vac .................... AC Frequency Min.Nom:Max:' - 59,3:60:60.5(with HI country setting 57 60:60.5) Hz 0 24 @ 208V 48 @ 208V Max Continuous Output Current•'•••• ••125• I...:,-.16.., I.... @........ I ••25 32 475 A- ..... - _ ............. ..... .. 21 240V ..I....... ......I...42 @ 240V...L........ ...... . . .. .� .................................... ............................................................1............................................................. ............. Utility Monitoring,Islanding - _, Protection,Country Configurable, Yes ..�,._„_;•�..aerte� 1 . . Thresholds ` ; {INPUT Recommended Max.DC Power'* - r 3750 4750 6250 • 7500 9500 12400 14250 W .................................... ................ .:............. ................. ........:....... ................ ............... ...... ........... Transformer.less,_Ungrounded Yes................. ........ . ........ ...... ...... .... ........................ ............................................................ ..... ... .. _ �.%"'e�•�B�" Max.InputVoltage S00 Vdc - ..............P........g.................. ...................... c ...............:.................................................................................... ........... - - _ :. _ _ g •' - Nom.DC In ut Volta e - 325 @ 208V/350 @ 240V Vd '� t ?, - Max.Input Current— 9.5 13 I 18 23 20 34 5 Adc • - 16.5 @ 208V 33 @ SV 15.5 240V 30.5 240V - Max.Input Short Circuit Current 30 45 Adc �:, • Reverse-Polarity Protection ....•...............•,,......,Yes " '� _ ................................. ......... ............ ......... ......................................,........._.......... ........... Ground-Fault Isolation Detection 600ko Sensitivity - ' ........................................... ................ ............... ................. ........... ..... .................. .................. ... _ MaximuminverterEfficiency .. 97.7.. .•.98.2 98.3 ._.98.3. ....98..... 98 .....98...... %.. . ...... ............ ................ .. .. ..... ... . .... .. .. .. CEC Weighted Efficiency 97.5 98 97.5 97.5 97.5 ...6 _ 97 5 @ 208V� 97 @ 208V �� �� • ......... ............ ............. .............. ........�°. .... ................ .. ... '. Nighttime Power Consumption ••' "' ••• "" '<2.598 5 `440V ...W, t{ i @ 240V ... .. 97. ' t� !ADDITIONAL FEATURES I • ( •.•:::. ,- _ . - .- : Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) .,7ww• ........................................... ............................................ ....... . ....... ..... . ...... ...... ............... .. ....... ,,,..�,. r^ k - Revenue Grade Data,ANSI C12.1 Optional _ ` F i STANDARD COMPLIANCE F ' I Safety UL1741,UL16998,UL1998:CSA 22.2 ' Grid Connection Standards IEEE1547 Emissions. ... ...................................................FCC part15 class 8...........,......... ........ . ............ ......... , - - t } f I !INSTALLATION SPECIFICATIONS . aw- AC output conduit size/AWG range• 3/4 minimum/24-6 AWG ....... ..... ...........3/4„minimum/83 AWG.:......... .... .. .......... .................... . .... . ............... .. .. ..." t i DC input conduit size/If of strings/ 3/4"minimum/1 2 strings/,24 6 AWG 3/4"minimum/1-2 strings/14-6 AWG Y. :AWG range Dimensions with AC DC Safetyx 12.5 x 7 30.5 x 12.5 x 7.5 - in-/ - .......30 5 / - / �su„".:r. ,_...........,..,. ..�>...... _ r.:Switch(HxWxD'.. - ........ 775 x 315 x 172........ ........775 x 315 x 191......... ,:.....30.5 ... .. ... min . x12.5x105/775x315x260 Weight with AC/DC SafetySwi4ch 51 2/23 2 54 7/.24 7 ''88.4/40.1 Ib/kg_ - - . ....................................... ................................ .................................. ... - . . Cooling Natural Convection... ............. ............Fans(userreplaceable)..... .... :. ................ .. ..... The best choice for SolarEdge enabled systems N9ise.......... ...................... ..<zs....:......... .... ... ......: .<:59... ...dBA:. Min Max Operating Temperature -13 to+140/'-25 to+60(CAN version** 40 to+60) •F/{ - Integrated arc.fault protection(Type.1)for NEC 2011 690.11 compliance Range , Superior efficiency(98%p) ProteCtlOn Raring - - ....... ....NEMA 3R......... .. ....... .. ... .. - - ............. ........................ ..... "For other re regional please contact solarEd e g na gs g support. - Small,lightweight and easy to install on provided bracket Limited t 125%for locations where,the yearly average high temperature sabove 77'F/25'c and to 135%for locations where it is below 77'F/25'C _ - Fordetailed information,refer to hto//www solaredee.us/files/od(s/Inverter do oversixina auide.od( - r Built-in module-level monitoring - - •.'A higher current source may be used;the inverter will hint its input current to the values stated. - - - ••CAN P/Ns are eligible for the Ontario FIT and micmFlT(mlcroFIT exc.SE31400AUS-CAN). Internet connection through Ethernet or Wireless — Outdoor and indoor installation ' Fixed voltage inverter,DC/AC conversion only ( - Pre-assembled AC/DC Safety Switch for faster installation Optional—revenue grade data,ANSI C12.1 a10, {(�J�'j{ 5iJf15PE:C O USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL WWW,SOIBredge.uS% cu 4 Rall qg low ala ' ° � CATION Format 65.7 in x 39.4 in x 1.57 in(including frame) (1670 mm x 1000 mm x 40 mm) - n>l'�'•" A Weight 44.09 lb(20.0 kg) �.ec. ,•r..,.» 1 - _ Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass D- I _ with anti-reflection technology - .....„ '=•. - Back Cover Composite film - - Frame Black anodized ZEP compatible frame !.••""�"«»' d,.. Cell 6 x 10 polycrystalline solar cells , Junction box Protection class IP67,with bypass diodes �.w.,�,•�^ -_- Cable 4 mica Solar cable;(+)a47,24 in(1200 mm),(-)a47.24 in 0200 tom) v °.. " Connector MC4 UP 68)or H4(IP68)ELECTRICAL�CHARACTERISTICS 'p6JQ1im1 I-0.Tuo-.°Y"' 1 •; S • +, , ` PERFORMANCE AT STANDARD TEST CONDITIONS(STC:1000 W/m°,25•C,AM 1.SG SPECTRUM_)' - POWER CLASS(+5W/-OW) [W] 255 260 - 265 Nominal Pourer P_ IWl 255 260 - 265 . , ' t J • ' , Short Circuit Current Isr [A] 9.07 9.15 - 9.23 • Open Circuit Voltage V. IV] 37,54 37.77 38.01 - Current at P_ I_ [A] 8.45 8.53 8.62 Voltage at Pam, V_ IV] 30.18 - 30.46 30.75 The new Q:PRQ-G4/SC is the reliable evergreen for all applications,with - Efficiency(Nominal Power) ' n [%] a15.3 2!15.6 2!15.9 a black Zep Compatible=' frame design for improved aesthetics, Optl- PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE INDICT;800 W/m=,45 x3 T,AM 1.5 G SPECTRUM)' - mized material usage and increased safety.The 41b solar module genera- Nominal CLASS(+5w/•ow) Iwl zss 2so 265 tion from Q:CELLS has been optimised across the board:improved output Nommai CircuPoweit P„,P [A] 1ati,3 192A 195J p P P Short Circuit Current Isr (A] 7.31 7.38 7.44 yield, higher operating reliability and durability, quicker installation and Open Circuit Voltage V.r [YJ 34.95 35.16 35.38 more intelligent deign: Current atP„PP - IvW iAI ?: 6.61- 6.68 6.75 f Voltage at P., - Vu IV] 28.48 28.75 - 29.01� 'Measurement tolerances STC:x3%(P_);a:10%(I,<,Vs,I.P,,v_) 'Measurement tolerances NOCL x 5%(P_):s 10%(I,,,V..I...V„p,) - INNOVATIVE ALL-WEATHER.TECHNOLOGY PROFIT-INCREASING GLASS TECHNOLOGY O CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE •Maximum yields with excellent low-light •Reduction of light reflection by 50%, s x'^ At least 97%of nominal power during - _aan> and temperature behaviour. plus long-term corrosion resistance due ^ --- east year. max.0.6%de a- _ m,m y x` ----- ' ��^ � - - dation per year. � •Certified fully resistant to level 5 salt fog to high-quality W At least 92%of nominal power after w 10 years. __; •Sol-Gel roller coating processing. = At least 83%of nominal power after c - - - - ENDURINGHIGH PERFORMANCE We^ 25years. s r_ i__i__ •Long-term Yield Security due to Anti EXTENDEO WARRANTIES All data within measurement mlemnces. p m m g tY Full warranties in accordance with the PID Technology',Hot-Spot Protect,. •Investment security due t0 12-year w terms of the QCELLS cotes retuouNtE fwhn . _ - -4°-'s=°- orgganisaanisa tion of your respective country. and Traceable Quality Tra.Qr". product warranty and 25-year linear The typical change in module efficiency at an irradiance of 200 W/m=in relation "w:roi�aa °,u:m�:"�"°°�'•" n rr�s to 100o W/m'(both at 25"C and AM 1.5G spectrum)is-2%(relative). m •Long-term stability due to VDE Quality' performance warranty?. Tested-the strictest test program, TEMPERATURE COEFFICIENTS(AT t000WAM°,25°C,AM 1.56 SPECTRUM) • _ h •• QCeaS Temperature Coefficient of Is, - a [%/K] +0.04 ,Temperature CoeNtcient of V„ IJ [h/K] -0.30 - ,SAFE.ELEGTRONtC$ ' )TOP BRAND¢1/ rmear�an+ _ Temperature Ceeflicient of P�„r V [%/Kl -0.41 NOCT [°F] 1]3 t.5.4(45 3 3°C) •Protection against short circuits and •;+ 1 1 1 thermally induced power losses due to 2014 Maximum System voltage V_ Iv] 1000(IEC)/600(UL) Safety Class II breathable junction box and welded Maximum series Fuse Rating [A DCI 20 Fire Rating C/TYPE 1 Max Load(ULY - Ilbs/Rr] 50(2400 Pa) Permitted module temperature -40°F up to+185°F cables*, - - _ an continuous duty (-40°C up to+85°C) O PHnfna Load Rating(ULY [Ibs/ft11 50(2400 Pa) 1 see installation manual - 5 - 0 - - 4uatlty Toatotl QgELLS. -OLIALIFICATIONS AND&ERTIFI64TES PACKAGING IN FdWATION,•'�-'�'+ rtlo eomti 2013 - UL 1703;VDE Quality Tested;CE<omplianq Number of Modules per Pallet 25 ' •-- °'��''� IEC 61215(Ed2);IEC 61730(Ed.l)application class A THE IDEAL SOLUTION FOR: to.a003Z587 Number of Pallets per s3'Container 32 - n oxear C � tea° e Number of Pallets per 4fy Container 26 Rooftop arrays on QGg14P4Jw/ o _ residential buildings - DVE C r„�. Pallet Dimensions(L x W x H) 68.5 in x 44,5 in x 46.0 in h� �� '�yep% - (1740 x 1130 x 1170 mm) - Pallet Weight 1254 lb(569 kg) r•r�.o /0v NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on approved installation and use of ' APT test conditions:Cells at•1000V a inst ounded,with conductive metal foil covered module surface" ga gr (�MPP'O this product.Warranty void if non-HP-certifietl hardware is attached to groove in module frame. 25°C,168h - Hia- . . x See data sheet on rear for further information. 8001 I B CELLS USA Center Corp. - 001 Drive,suite 1250,Irvine CA 92618,USA I TEL+1 949 748 59 96 I EMAIL q-cells-usa®gtells.cem I WEB www.q-cells.us - Engineered in Germany OCELLS Engineered in Germany �EL�S r " ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES r'c 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. CONIC_ CONCRETE 3. A NATIONALLY-RECOGNIZED 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 TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, t 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. I CURRENT 6. CIRCUITS OVER 250V TO GROUND .SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(8). ' 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. i S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT , -�/ ^� Vmp VOLTAGE AT MAX POWER VICINITY I MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA.3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES . CPV5 ut THREE LINE DIAGRAM utsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION 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: ZEP SOLAR AHJ: Barnstable REV ff DATE COMMENTS REV A NAME DATE COMMENTS UTILITY: NSTAR Electric (Boston Edison) CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 8 0 6 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE NICOLOSI, JEROME J NICOLOSI RESIDENCE Katie Wilk BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: iP SolarCit.NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 423 SKUNKNET RD 3.9 KW PV ARRAY ,, y PART TO OTHERS OUTSIDE THE RECIPIENTS CENTERVILLE, MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: THE SALE AND USE OF THE RESPECTIVE (15) Hanwho Q—Cells #Q.PRO G4/SC 260 24 St. Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN q q PAGE NAME: SHEET: REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: 508775 1 0 1 4 PV 1 4 1 2015 (650)1638-1028 R (650)638-1029 SOLAREDGE SE3000A-USOOOSNR2 COVER SHEET / / ( )-soL—(2TY 765-2489) 'wwwsolarcit.com PITCH: 25 ARRAY PITCH:25 " MP1 AZIMUTH:202 ARRAY AZIMUTH:202 MATERIAL:Comp Shingle STORY: 1 Story PITCH: 25 ARRAY-PITCH:25 MP2 AZIMUTH:202 ARRAY AZIMUTH:202 MATERIAL: Comp Shingle STORY: 1 Story O Inv LEGEND AC 0 (E) UTILITY METER & WARNING LABEL Inv INVERTER W/ INTEGRATED DC DISCO ----, & WARNING LABELS OD �' i © DC DISCONNECT & WARNING LABELS Ar AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS Front Of House OF a - Lc LOAD CENTER & WARNING LABELS NG O DEDICATED PV SYSTEM METER -' O STANDOFF LOCATIONS I y _ CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR ss E��'`� GATE/FENCE NAL B 04/02/2015 HEAT PRODUCING VENTS ARE RED r� INTERIOR EQUIPMENT IS DASHED Digitally signed by Nick Gordon Date:2015:04.02 06:49:06 SITE PLAN N -07'00' I1 Scale: 1/8" = 1' E 01' 81. 16' W S J B-026806 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: \\� CONTAINED SHALL NOT BE USED FOR THE NICOLOSI, JEROME J NICOLOSI RESIDENCE Katie WilksolarCity.BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: lei NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 423 SKUNKNET RD 3.9 KW PV ARRAY � .. PART IZ OTHERS OUTSIDE THE RECIPIENT'S MODULES: CENTERVILLE, MA 02632 ORGANIZATION, EXCEPT IN CONNECTION W1TH 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (15) Hanwha Q—Cells #Q.PRO G4/SC 260 PAGE NAME ��V REV: DATE Morin Drive, MA 01752 SOLARCnY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)638-1028 F: (650)638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE SE3000A-USOOOSNR2 5087751014 SITE PLAN 2 4/1/2015 (868)—SOL-CITY(765-2489) www.sdercity.com (E) 2x4 Si U 4" (E).. LBW p SIDE VIEW OF M P2 - NTS. " of A B - � N tiG MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES c LANDSCAPE 64" 24" STAGGERED I PORTRAIT 48° 20" @ J RAFTER 2X8 @ 16" OC, ROOF AZI 202 PITCH 25_ STORIES: 1 ARRAY AZI 202 PITCH 25 S ryAL E� C.7. None @24" OC Comp Shingle 04/02/2015 PV MODULE - - 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT {1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. " (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C - ZEP—FLASHING C (3) (3) INSERT FLASHING. (E) COMP. SHINGLE, (4) PLACE MOUNT. t (E) ROOF DECKING J U (2) U INSTALL LAG BOLT WITH 5/16" DIA STAINLESS (5) . (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH WITH SEALING WASHER C(6) BOCT & WASHERS. (2-1/2" EMBED, MIN) (E) RAFTER 1 S I ANDOFF i Scale: 1 1/2" = 1' CONFIDENTIAL- 1HE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: JB-026806 00 NICOLOSI JEROME J Katie Wilk CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NICOLOSI RESIDENCE °SolarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 423 SKUNKNET RD 3.9 KW PV ARRAY- ��1� PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATHE SALETIAND USEEPT OFIN CONNECTION W!THE RESPECTIVE TH (5)Hanwha Q—Cells #Q.PRO G4/SC 260 CENTERVILLE, MA 02632 24 St Martin Drive, Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN 7 PAGE NAME SHEEP: REV: DATE: Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: 508/75�0�4 PV 3 4 1 2015 L SOL— s38-105— F:;650)s3s-1029 SOLAREDGE SE3000A—USOOOSNR2 STRUCTURAL VIEWS / / (e88)-SOL-CITY(7ss-24as salarcity.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 INV 1 - 1 SOLAREDGE ## SE3000A-USOOOSNR2 LABEL: A -(15)Hanwha Q-Cells #Q.PRO G4 SC 260 GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:43 943 951 ( )Inverter; 30GOW, 240V, 97.5%; w/Unifed Disco and ZB,RGM,AFCI PV Module; 260W, 236.5W/PTC, 40mm, Blk Frame, MC4, ZEP, 600V ELEC 1136 MR aR Underground Service Entrance INV 2 Voc: 37.77 Vpmax: 30.46 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 100A MAIN SERVICE PANEL E; 10OA/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER-HAMMER 10OA/2P Disconnect 3 SOLAREDGE SE3000A-US000SNR2 (E) LOADS g z-- SolarCity L1 A 1 20A/2P ---- GND ------------------------------------- — EGCI --- 0C+ DC+ B I GEC L DC- Dc- MP2: 1x15 __ EGC--------------------------- i N _U o EGCIGEC - - Z I I . _ GEC TO 120/240V I i SINGLE PHASE I i UTILITY SERVICE I i I � � PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POI (1)SIEMENS #022 PV BACKFEED BREAKER B (1)CUTLER-HAMMER #DG221URB /r, A (1)SolarCit gg 4 STRING JUNCTION BOX D� Breaker, 20A 2P, 2 Spaces Disconnect; 30A, 24OVac, Non-Fusible, NEMA 3R /-� 2x2 SIYRMGS, UNFUSED, GROUNDED —(2)Ground Rod; 5/8' x 8', Copper - —(1)CUILER-�1AMMER #DG030NB Ground eutral it; 30A, General Duty(DG) PV (15)SOLAREDGE f300-2NA4AZS PowerBoz ptimizer, 30OW, H4, DC to DC, ZEP nd (1)AWG #6, Solid Bare Copper —(1)Ground Rod; 5/8" x 8', Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE O(�(1)AWG #10, THWN-2, Black 1 AWG #10, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG#10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC Isr(1)AWG #10, THWN-2, Red O (1)AWG #10, THWN-2, Red Vmp =350 VDC Imp=11 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=11 ADC L�-LL(1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=12.5 AAC (1)AWG#10, THWN-2, Green EGC. . . .—(1)Conduit Kit;.3/47.EMT. . . . . . . . . .. . . .. . . .. . . . . .. . . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . .... . . -(1)AWG #B,.TFLWN-2,,Green _ _ EGC/GEC.-(1)Conduit.Kit;.3/4'.EMT. . . . CONFIDENTIAL- THE'INFORMATION HEREIN JOB NUMBER: J B-0 2 6 8 0 6 00 PREMISE OWNER: DESCRIPTION: DESIGN:CONTAINED SHALL NOT USED FOR THE NICOLOSI, JEROME J NICOLOSI RESIDENCE Katie Wilk -- SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 423 SKUNKNET RD 3.9 KW PV ARRAY ��il PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES CENTERVILLE, MA 02632 THE SALE AND USE OF THE RESPECTIVE (15) Hanwha Q—Cells #Q.PRO G4/SC 260 2a St. Martin Drlw,Building 2,Unit it SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PACE NAME SHEET: REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: T.. (650)638-1028 F. (650)638-1029 - SOLAREDGE # SE3000A—USOOOSNR2 5087751014 THREE LINE DIAGRAM PV 5 4/1/2015 (888)—SOL—CITY(765-2489) www.solarcity.com •lam Label Location: Label Location: ryry Label Location: e o o o (C)(CB) (AC)(POI) I111V� (DC) (INV) Per Code: _ Per Code: Per Code: • •- - ° - NEC 690.35(F) •o e o e NEC 690.31.G.3 NEC 690.17.E a o . e- e Label Location: o :o - - o 0 0 TO BE USED WHEN O O O D (DC)(INV) e• • o-• --o o .° _° • o INVERTER IS Pad � _ - D O Per Code: UNGROUNDED _ NEC 690.14.C.2 Label Location: Label Location: ° ° ° 'O (POI) - "I • -- -° - (DC)(INV) •_ - ° e Per Code: ° Per Code: -e •o 0 o NEC 690.17.4; NEC 690{54 o'Tk e -O NEC 690.53' �o e e• t o- . eawl, _ -o 0 Label Location: •CL ° 1 0 (DC) (INV) Per Code: NEC 690.5(C) o- • -o e e Label Location: (POI) weJ;=UJ1WqWAk'U0 INRINWrAMe Per Code: , NEC 690.64.B.4 ARM1011C 0 Label Location: e (DC) (CB) W." Per Code: LabelLocation: eo 0 oNEC 690.17(4) (D)(POI) • o Per Code: o•e a I - a - o 0 0 NEC 690.64.B.4 Label Location: e (POI) _ _ Per Code: Label Location: o °1111 o NEC 690.64.B.7 (AC)(POI) .e e (AC):AC Disconnect O Per Code: °• (C): Conduit 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 A (AC)(POI) (LC): Load Center IN IWAK•' -- Per Code: � (M): Utility Meter " p NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR -��.r 3055 Clearview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �- San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, Label Set ����►� T:(650)638-1028 F:(650)638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE _ �� wargit (888)-SOL-CrrY(765-2489)www.solarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. o r a ;solarCity I ®pSolar Next-Level PV Mounting Technology SolarCity ®pSolar Next-Level PV Mounting Technology Ze P S stem Components Y for composition shingle roofs -roof Ground Zap Interlocks (may side shown) _Leveling foot - �, Zep Compatible W Module - _ d-,s Zep Groove - y Roof Attachment - - Array Skirt - i - } Descri tion h j PV mounting solution for composition shin le roofs r W ou 9� 9 FAO Works with all Zep Compatible Modules 01 dMPP • Zep System UL 1703 Class A Fire Rating for Type 1 and Type 2 modules Auto bonding UL-listed hardware creates structual and electrical bond LISTED Comp Mount Interlock Leveling Foot Part No.850-1345 Part No.850-1388 Part No.850-1397 Listed to UL 2582, Listed to UL 2703 Listed to UL 2703 Specifications Mounting Block to UL 2703 Designed for pitched roofs Installs in portrait and landscape orientations Zep System supports module wind uplift and snow load pressures to 50 psf per UL 1703 Wind tunnel report to ASCE 7-05 and 7-10 standards • Zep System grounding products are UL listed to UL 2703 and ETL listed to UL 467 Zep System bonding products are UL listed to UL 2703 Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices Ground Zep Array Skirt,Grip,End Caps DC Wire Clip • Attachment method.UL listed to UL 2582 for Wind Driven Rain Part No.850-1172 Part Nos.500-0113, Part No.850-1448 Listed to UL 2703 and 850-1421,850-1460, Listed UL 1565 ETL listed to UL 467 850-1467 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zap Solar or about its products or services.Zap Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.Zep Solar's sole warranty is contained in the written product warranty for each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely each product.The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty.The customer is solely responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. - responsible for verifying the suitability of Zep Solar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 1 of 2 12 22 14 ZS for Comp Shingle Cutsheet Rev 02.pdf Page: 2 of 2 Fy. � n solar ' 0 0 $O a r ' 0 0 SolarEdge Power Optimizer EO Module Add-On for North America o P300 / P350 / P400 SolarEdge Power Optimizer g Module Add-On For North America ° 6G-ce P35o P4UD I { (for odulel PV (for modules) PV (for modules) l PV- -, j modules) modules) modules) ? P300 / P350 / P400 (INPUT: - Rated Input DC ..................... 300 350 400 W .............................................. Absolute Maximum Input Voltage(Vot a[lowest temperature) 48 60 MPPTOperating Range - ........$.:48......... ...........5-6U ......... .............Vdc..... -• Ma imum Short Circuit Current(Isc) 10 Ad[ Maximum DC Input Current ................................. 12:5 ._.,.....,....,..,,..,......... Adc ..... ... ................................ .................. ... ........... Maximum Efficiency 99.5 % C. Weighted .8 5 9 Efficency ................................... Overvoltage Category %....... ............................... ... ..... ...... ............................... .. .. . - II - I OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) 1 - -- - Maximum Output Curren[ 15 Adt.. - ............................................................................... ................................................................................ Maximum Output Voltage 60 Vdc a N _ _ - 0 i (OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) I �. `^ J Safety Output Voltage per Power Optimizer 1 Vdc - STANDARD COMPLIANCE 7 FCC Part1S Class B IEC63000 6 2 IEC61000 6 3 / - Safety IEC62109 1(class II safety)UL3741 J - - RoHS Yes r' INSTALLATION SPECIFICATIONS _ 1 Maxmum Allowed System Voltage 10.00 Vdc _ ' ..Dimensions x L x H) 141 x 212 x 405/555 x834 x159 mm/m .... .. .. .. .. ..... ....... ......... - - Weight(including cables) ....... 950/2.1 ... .gr/Ib.., - ;• - Input Connector MC4/Amphenol/Tyco ..................................................... .................. ................................................................I......... - Output Wire Type/Connector - Double Insulated;Amphenol . ' Output Wire Length........... ..95..... ..... 1 2/..9.................. C/'F .......................................... ... (.. .. ............ Operating Temperature Range 40-+85/40 +185 'C/'F Protection Rating...... ......... ......... ......... ....... IP65/,NEMA4........... ................. - Relative Humidity 0 100 % - ' ......................... ........................................ ...................................... mea sm wwe.onne mm�e moa�e of�a�o sxoowenoie�ao,e aow.a - PV-SYSTEM DESIGN USING A SOLAREDGE SINGLE PHASE THREE PHASE THREE PHASE - INVERTER 208V __ 480V PV power optimization at the module-level Mimmum5trmgLeng.th(Poweropnmi?!r5) s 10 1s Up to 25%more energy - Maximum String Length(Power Optimizers) 25 25 + — Maximum Power per String 5250 6000 12750 W - — Superior efficiency(99.5%) - ... ............ ............................ .. ......... ..... ....... ........... .... ..... .Parallel Strings of Different Lengths or Orientations Yes — Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading - """"""""""""""""""......"""""""""""""""""""""""""""""""""""""""""""""""'.. """"""' — Flexible system design for maximum space utilization — Fast installation with a single bolt _ z : = 77a - _ — 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.S OIa r2d g2.US , _ 'CS1b VIICA7N 13'U -� Single Phase Inverters for North America _ ���� .� solar r solar e 0 e s SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ v SE7600A-US/SE10000A-US/SE11400A-US c c � SE3000A US SE3800A-US SESOOOA-US SE6000A-US SE7600A US SE10000A US SE11400A-US,: a T sue.' :OUTPUT, S o I a rE d e Single Phase Inverters f xl F ` a x x Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA � } l0000@2aov ..... .................................. .. ............. ............... ................. p� 'C 2 5400r@ 208V . ...6000... 8350... 10800 @ 208V.. .....2000.... ...... x ,• '". a F Max.AC Power Output 3300 4150 6000 8350 12000 VA For North America .......................................... .. ........ ............ 10950@240V ...... ....... `bT'€• ,t'If r~ yr:. , ' f ` AC Output Voltage Min.Nom.Max.* `P�.,yas,. sz ,. -208-229 Vac SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ " . . ..................................... I as # ~c `,� y,, AC Output Voltage Min.Nom.Max.* SE7600A-US/SE10000A-US/SE11400A-US �' '• 211-240-264 Vac .. 4 � .� AC Frequency Min Nom.Max.* ..59.3 60 60.5(with HI country setting 57-60-60.5).. ...Hz .. . ........... - N ... ... . .......... . ... .... ... - k 24 @ 208V 48 @.208V a y, �z '• Max.Continuous Output Current..... .. 12 5 16...... 25 32 47 5 A 21 @ 240V 42 @ 240V . lA'e id c GFDI. ... ...�............ ......... ......: ...... ... 1......... ..................... ... .............. ..A...... ... ... - •L. - ... s * a Utility Monitoring,Islanding ' oun ry Configurable Yes Protection, Thresholds Country - "• t C nfi urable _ :� qqG ,.,. INPl1T� , �,l`*, f.t�" -,,.7sld` - .t=i �� ':" ."��. '.,. .ice , '?.'-` C` .s:,`,s, ,;,... ,,.., 5:. L`� * - .• ed Max.DC Power - �ears , Recommend ° 3750 4750 6250 7500 9500 12400 14250 W (STC) ..... ...... ........... ......... .. .. .. .... ... ... .... .. ........... ........ .. - .::� • > �, ^€' •€' Transformer less,Ungrounded Yes ;< 'a74ah� °1+E Max.Input Voltage. .. ... ..... ............ ........ `.500 ...... .... .... ............................ ... .... :Vdc... s. ........... ..... . ... ........ ................ ......... ..I..... ._. ... ..... ..... ..................... ...... .. ... Nom:DC Input Voltage 325 @ 208V/350 @ 240V Vdc - , i '3 ...... .. ..... ....... .. .... ...... .... .. ........_.. Max.Input Current*** 9`5 13 d - 18 23 34.5 iAdc - 16 5 208V 33 � 208V @ @ Max.Input Short.Grcmt Cu rren[ 3015. 5 4540V Adc ...... ... .......... ...... ....................... ...... .............. .. .. .. .... .... .............. ... .... ......... ...... - ..... ................ ......... ... .... ....... .............. .... .......... ... .... zr Reverse Polarity Protection Yes �.. �`_ '<'- Ground-fault Isolation Detection 600kn Sensitivity •:... :, Maximum Inverter.....ncY......... ...97:7.... ...98.2... 98.3 ....98.3.... .....98 98 ......98... ..%..... ... .. .. .. ..... ..97.5(DT 208V. .... ...97 @ 208V.. .. .. . , - CEC Weighted Efficiency 97.5 98 97.5 51.5 9/.S % ................ .... .. 98 @.240V 97.5 @.240V ... ` Nighttime Power Consumption.. ... ....<25... ....... .. ........ .. .. <4 ....... ..... ..�.. •e. .,�v, :.. E ADDITIONAL FEATURES...:..r�,° -m� .tE. -ay°'..=Ww6r,"_`.,,w"„< ?' :'.rz +.c£t'x`° .?. .Efa .: I::fi. .%6'.•�9 r_ ="a"`:.:*;_G,. _t: aT's'rar*ca�:`... ,:,, ,a•' - ''' =,' Supported Communication Interfaces R548s,RS232,Ethernet,ZigBee(optional) ................ ..... ......... . ... ..... ... ................................... . .. ...... ..................................................... ......... s-. Revenue Grade Data,ANSI C12.1 - Optional I STANDARD COMPLIANCE . A. .. „;' r " TMf`x.. Safety - UL1741,UL16996,UL1998;,CSA 22.2 - o- :., ..a4 ..,r,.�....4.., ,� ....... ............... ......................... ........................ ... .. , Grid Connection Standards IEEE1547 7... .-_. Emissions. FCC part15 class B - .. r, s �, ,,.:, ,a.„,. , ...' - .,:.<-., •. ,• � ., ,. .,,,, „i�.:,v ,..sfl` -;-.-:.-.;��rz ..- ..u�,� .'::... ...... .. c e^�,_'':.. w� : +ter INSTALLATION SPECIFICATIONS •r'�rf._:>::,�-� .�» .rc�,,,f,._.� ;.w 4r�,;ak�3�5�tT sus:��'` ,��5.�,�..:,..�_ »°�.�_,_,.�, �,.�•=. ,r „� ; st :, ., ,'r'I€' AC output condw[sze/AWG range 3/4"minimum/24 6 AWG 3/4".minimum/8-3 AWG ..�: -. » .... . ........................... ........ ...... ........ .... .... ... .. .......... ...... ... ... .. ......... _qg,�, rDC input c9nduit size/q of strings./..-: t ''� 1 , j '. '- ' _ AWG ran a 3/4 minimum/1 2 strings/24-6 AWG - 3/4"minimum/1-2 strings/14-6 AWG- ,. .:: r B.... ... ..._........ ................................. .. - _' x.. '^*•-�-�-^• ^' '=` Dimensions with AC/DC Safety •30.5x12.5x7 30.5 x 12.5 x 7.5 in� Y / / 305x12.5x10.5/775x315x260 / - g . Switch(HxWxD) ... ..775 x 315 x 172..... ......775 x 315 x 191..... .......... . . .... .. min . . ... _ .. ... ., _ w .. ,.:."..� " •.... ,• ., °' '" ." • }` - Weight with AC/DC Safety Switch. ...51.2/23.2 i 54.7/24.7.. ..88.4/40.1... ..Ib/kg - ._. _. .. . ei . h .... ........ .. ....... ................... ......... .... ............... ._......... .......... .... .......... .....g . cooling........... ......... ......................Natural Convection.............. ...... .. Fans(user replaceable) Noise .. <25. ...... ...... ...... ....<50............. ...dBA... The best choice for,SolarEd a enabled systems ......... . .. . . .... . ...... y " g. - y Min.Max.Operating Temperature 13 to+140/-25 to+60(CAN version****-40 to+60) 'F/'C - - - integrated arc,fault protection(Type 1)for NEC 2011 690.11 compliance Range Superior efficiency(98%) Rating .. Protection NEMA 313 < - •For other regional settings please contact SolarEdge support — Small,lightweight and easy to install on provided bracket "Limited to 125%for locations where the yearly average high temperature is above 77'F/25'C and to 135%for locations where it is below 77'f/25•C. - For detailed information,refer to hnD.//wwwsolaredee us/files/odfs/inverter do mcrshin,euide Ddf - - Built-in module-level monitoring ;:'Ahgher current source may be used,the inverterwill limit its input current to the values stated. •'CAN P/Ns are eligible for the Ontario FIT and m croFIT(microFlT exc.SE11400A US CAN). - Internet connection through.Ethernet.or Wireless Outdoor and indoor installation 7, A r M17717i . w h• r Fixed voltage inverter,DC/AC conversion only Pre-assembled AC/DC Safety Switch for faster installation fROPli Optional-revenue grade data ANSI C12.1si NO USA GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THENETHERLANDS-ISRAEL WWW.SOI7rEdgE.US ��ar E -MECHANICAL SPECIFICATION [Format 65.7in x 39.4in x 1.57in(including frame)) (1670_m_m x 1000_mm x 40 mm) Weight T 44.09 lb(20.0 kg) r frontCover 0 13 m(3.2 min)ther mally pre-stressed glass` with ants reflection technologyFrame Black anodized 7FP compatible frame t_ 6 x 10 polycrystalline solar cells S7[ oe�s. y ,,..•u Junction box Protection class IP67 with bypass diodes k�•'•-�-_�,��'-'- ..---^""� '7 Cable 4 min Solarcable (+)a47 24m(1200 rum),(-)a47.24 in(1200 mm) min S. Connec(or MC4 UP 68)or H4(IP68) ELECTRICAL CHARACTERISTICS '� • _ PERFORMANCE AT STANDARD TEST CONDmONS(STC:1000 W/m_;_25•C,AM 1.5 G SPECTRUM)' -T-•- rt _ - _ � _;' - 1 i POWER CLASS(+SW/-OW) �.T _,-- _ fWI =255 _~260 265 1 - �. T Nominal Power Pr""".__. f Wl _ - 255 �� 260 269,.E • ' • L ' , • ' ' - Short Circuit Current I5e _.._[A] 9 07 -� �9 15 - 9.23 Open Circuit Voltage Vec IV] 37 54 « 37.77 - - - 38,01 - - GurceM at Po. .___ +^.�-�^-� I [A] _ _. 8.45 y .8.53 - __ Voltage at Pam, V_ [Vl- 30.18 30.46 30.75 . The.new 0,.PR0-G4/SC is the reliable evergreen for all applications,with - - - Efficiency(Nominal Power) q [%] a15.3 a15.6 2!15.9 a black Zep Compatible"m frame design for Improved aesthetics, optl' k PERFORMANCE AT NORMAL OPERATING CELL TEMPERATURE(NOCT:800 W/0,45:0C.AM 1.5GSPECTRUM)' { th - - POWER CLASS(+5W/-OW) [WI 255 - �260 ~265'.; - mized material usage and increased safety.The 4 solar module genera- ���� '_ . ....__ ..- . -. _ _ . _ Nominal Power P,x",. [W] 188.3 « 1920 195.7 ,. lion from Q CELLS has been optimised across the board:improved output �- --- _ _ _ _ _._ _ _ ,_.. Short Circuit Current I5e [A] 7.31 7.38 yield,higher operating reliability'and durability,quicker installation and - - - - - ~-'- - - _ more intelligent design. D"°°1°°"'� V IV] 34.95 35.16 i 35.38 ___ .- 1 Current at P,p, Ia LAI 6.61 6.68 � 6./5� .. Voltage V°"" IV) 28.48 28.75 _ a 29.01 -- - 'Measurement tolerances STC. 3/(P ")z 10`Y(I V..I V"") Measurement tolerances NOCT;:5%(P.,);t 10%11 V I_V ) INNOVATIVE ALL WEATHER.TECHNOLOGY PROFIT-INCREASING.GLASS TECHNOLOGY - ' 0 CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE •Maximum yields with excellent low-light .T •Reduction of light reflection by 50%, i>x tin At least 9/%of nominal power during g T------------------------- and temperature behaviour. plus long-term corrosion resistance due g ^ me n first year.Thereafter max.0.6%degra- b I N a - ---- dation per year. >: i r •Certified fully resistant to.level 5 salt fog to high-quality =a At least 92%of nominal power after ? • __ __ ________ __ _ EUE _____ _ 10 year.,. *.Sol,-Gel roller coating processing. a At least 83%of nominal power after W ENDURING HIGH PERFORMANCE_ _ 25 years. W v •Long-term Yield Security due to Anti EXTENDED WARRANTIES F Alldata within measurement tolerem:es. p ev m - - - - - » ' _ Full warranties in accordance with the PI D Technology',-Ho w t-Spot Protect, •Investment security due 12-year war terms of the Q CELLS sales mnADMNCErWtn" 1 your respect ve..ountry. and Traceable Quality Tra.Q'M. .product warranty and 25-year linear � n organis tt of YP g efficiency typical change in module efficient at an irradiance of 200 W/m2 relation •Long-term stability due to VDE Quality performance warranty .ry. °t•t tol000 W/m2 roelh at 25°c and AM 1.6c spectrum)s 2%aelabve). M Tested-the strictest test program. TEMPERATURE COEFFICIENTS(AT 1000 W/M2 25 C AM 1 5 G SPECTRUM) '•' �QCRLS Temperature Coefficient Of Ise a [%/K] +0.04 Temperature Coenicierd of V. 6. [//K]- - 30 0 o � $AND.Pv pTentRerature Coefficient of P_ V$AFE ELECTRONICS x04 NOC 3"C)% : - •Protection against short circuits and "PROPERTIES F1' SYSTEM DESIGN thermally induced power losses due to 2014 i Maximum System Voltage Vsn IV] 1000 N EC)/600(UL) Safety Class 11 ( o • breathable junction box and Welded. Maximum series Flee Rating [A DC1' p, 20. Fire Rating �^ C/TYPE 1 _ _ Max load(ULY - ---�_ Ilbs/1t2T cables: 50(2400Pa) Permitted module temperature �-40°F up to+185°F ] on continuous duty (-40'C up to+85° + Dbnln_n [ Load Rab (ULY fibs/ft2] 50(2400 Pa) 2 see installation manual C) D o ' OueOty TeOlotl �f�{ ! 1 1INFORMATION .b..xx 'Y;Bin WtrgrWllim t • , . . -UL 1703;VDE Quality Tested;CEcompliant; Number Of ModUles per Pallet 25 +• ` 1D 4003?$9�.. ]t IEC 61215(Ed.2);IEC 61730(Ed.l)application class A Number of Pallets per S3 Container �.. --~.- 32 i THE IDEAL'SOLUTION, �"-�'- sex•,,, --- - -- --- --- - - C _ ,5 B Number of Pallets per 40'Container 26 i Rooftop arrays on ..- - - aSs,P, .- � ; - residential buildings yohPar�m DVE `. C p- uS % W -Pallet Dimensions(L x W x H)'-r• 68.5 in x 44.5 in x 46.0 m bid N�Q lfssepO (1740 x 1130 x 1170 mm) Pallet Weight 1254 lb(569 kg) ps v NOTE:Installation instructions must be followed.See the inslallat on ano operating manual or cc n Lac I our technical service deparlmenI for further in formal ion on approved installat on and use of t APT test conditions:Cells at-1000V against grounded,with conductive metal toil covered module surface, gCOMPPrO this product.Warranty void if non-ZEP-certified hardware is attached to groove in module frame. 25°C,168h - a See data sheet on fear for further information. t' Hanwha O CELLS USA Corp. - I 8001 Irvine Center Drive,suite 1250,Irvine CA 92618.USA I TEL+1 949 748 59 96 1 EMAIL ci-cells-usaft-ce{Is.com I WEB-ri-cells.us Engineered in Germany CELLS Engineered in Germany O CELLS �� i