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Home My WebLink About0062 ASHLEY DRIVE Al . Y 21�R6� MEN �Itlil "Q",__W,JISM qn— qp Spantur owl 1 1,64 m Z "Art��O;0=1 42'� Eg QW—h-q- OEM TAukj r�lf A too ctavo,,,� PAM V., ;,20v, jj` VA 'LgIn! i,?,� W-1 Ulm rl�ll 1"', uz All A`Hgy 'NIT iT.!i Al. !d.jt, tutus ATRA 3 of. IN H9A t A I; OMIT '10 "'roll A �11� -114,ANA" AS qI0 n"Pify! a"gnome mm 6�n:�q vgy I': VVY gja , n �40,, t7��.q Av�ifi rg,t ,MAT-1. ,Zi�E, It W V"V'j 4 ug 1-%iZW 1, NEI �j I w0II" W, Wig �v U—M A N A Wt, J q "AY; Mon, UPS; _Mlf W. WAsTRIASO , mg , 11 ki. 4 6", w, Wr "Y. i J'Ifl:! W 2"k 2 'I'vAT-Wh 't"10;NAW, 1OI1TJ1 �-,jj -ASTIS, -i�v W" �0-A . ,1. , T� . A ARIA-M OEM WWI t:,. nlll�` 11W "t, Wgl ;N NO , 01" W AVA qW, Ui� Wh A ov,lox 6qT qf1my-4 M,�`,YAD'A,�) AV, VP V ta M -�6 Witt" RiXI'� 0,- i WZE140, ""Agg lq�kgtjtr,I TUi Ate, 110— WAIGM UMYA It Wwdmullp�91i H R, A Ulm Hot fig! I It W 27 Tom W q-RW qvi P�O! MAIM, IN VITH TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION a S8 1 LA d� Map �7a- Parcel d App'fication # Health Division Date Issued I ! Z Conservation Division Application Fee Planning Dept. Permit Feei v Date Definitive Plan Approved by Planning Board Historic - OKH 40 _ Preservation/ Hyannis Project Street Address Village C,C/2001k Owner Address 6o2 GILlWev Lim• Telephone Permit Request//lS�t? S%' filer 0n tzw CAS6, Xay�c car asp. 4✓/r4W/tabs 429;f iaa/ by c+le& ,_�,,lii,acc �.��'Ci Marc e%�rica/secs rr, k� 6•��. ,oancLs ay .Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation`' OW Construction Type#7Sfa Lot Size Grandfathered: ❑`i sAI-J-No If yes, attach supporting documentation. Dwelling Type: Single Family W� Two Family ❑ Multi-Family (# units) Age of Existing Structure — Historic House: ❑Yes a 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:_;I_Czas/P_LJ Oil--- ❑ Electric ❑ Other -' Central Air: ❑Yes--O Nola Fireaces: Existing New Existing wool oal stove: ❑7es ❑ No Detached garage:tJMistingAQ nevv--size_Pool: ❑ existing ❑ new size — Barn:U xisting nevy, size_ Attached garage: ❑-existing43new- size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # ""—� Recorded ❑ A } Commercial ❑Yes ❑ No If yes, site plan review# �^ Current Use /' SP.�f7wl Proposed Use 40 CAQnae APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name CO Telephone Number 7gl-8l6' 8y7f Address 160 4or,�0�.� Al-4 ,fir License License # CS 10763 P�•n�►-awe , �'I;Icc �135 l Home Improvement Contractor# 4F57FOZ Email ,p �sO�Gt/C� •C4�'1 Worker's Compensation #&a7-6�-06k.265=GL2y ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN To G1w �OS1i- D SIGNATURE DATE oZ a2 Ql FOR OFFICIAL USE ONLY APPLICATION# - DATE ISSUED N MAR/PARCEL NO. ; t ADDRESS VILLAGE, y OWNER DATE OF INSPECTION: ' FOUNDATION - FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL , PLUMBING: ROUGH FINAL'-: GAS: ROUGH FINAL FINAj.BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Town of B arnstabLe Regulatory Service's ,Uzxsr�p�S i Thomas F. Geller, Direetar Building Division ,, Thosaas Perry, CB0, 13ni]ding Coza-Missionar. 200 Main Street, Hy.annis,MA 02601 Frw�v,4own.barnstahlama.us . . P Oi icx: 508-862 4038 ' Fax: 508-790-.6230. r . -PLAN R.EVE Owner:' � Map/Parcel: ' � � 2; ��•$�, Project Address (od- AS4LfW The following items were noted on xeviewkog: o' }� C=.-0 GTIJ 1 �G Ri4 2s ►�k �.si_ST ED' R eyleW ed by: . The Commonwealth of Massachusetts ti Department of IndustrialAccidents Office of Investigations I Congress Street,Suite 100 Boston,MA 02114-2017 = ' www massgov/dia ' Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Businesslorganization/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): 1.Q I am a employer with 7000 4. I am a general contractor and'I 6. ❑New construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g• 0 Demolition workingfor me in an capacity. employees and have workers' Y P tY• 9. ❑Building addition o workers' comp.insurance comp. insurance. required] 5. We are a corporation and its. 10.0 Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11:0 Plumbing repairs or additions 1 myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required]t c. 152,§1(4),and we have no Solar Panels employees. [No workers' 13.©Other t 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. TContractors that check this box must attached an additional sheet showing the name of the sub-contractors and,state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Liberty Mutual Insurance Company WA7-66D-066265-024 . 09/01/2015 Policy#or Self-ins.Lic.#: Expiration Date: �. Job Site Address: &2 vlcS P /:'- City/State/Zip: Qr// A61e , Attach a copy of the workers' com/esati(in poficy 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,yeai 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 under the pains and penalties of perjury that the information provided above is true and correct Sis;iiature•L�L'^— ✓jam .y� ,Ls.I-Le2 Date• lol /a d/y Phone# `7818167489 Official use only. Do not write in this area,to be completed by city or town official. t City,or-Town: Permit/License# Issuing Authority(&cle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other. Contact Person: Phone#• Ae�� CERTIFICATE OF LIABILITY INSURANCE °"�(M"�°D>YYYY' � 08l29/20,4 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(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 MARSH RISK&INSURANCE SERVICES NAME' 345 CALIFORNIA STREET,SUffE 1300 P�N o AICC No): CALIFORNIA LICENSE NO.0437153 E-MAIL ADDRESS'SAN FRANCISCO,CA 94104 INSURER(S)AFFORDING COVERAGE NAIC a 9MI-STND-GAWUE-14-15 INSURER A:Liberty Mutual Fire Insurance Company--- - _.. ..._. _ _ 16586 -....._._. INSURED Ph(650)963-5100 INSURER B..Liberty Indlyd=CDrporation 424N SolarCity Corporation INSURERC:N/A N/A 3055 Geaniew Way San Mateo,CA 94402 INSURER D: INSURER E: INSURER F' COVERAGES CERTIFICATE NUMBER: SEA-002440269V REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADD L SUB POLICY EFF POLICY EXP LIMITS POLICY NUMBER i MWD A GENERAL LIABILITY TB2-061-066265-014 09/01/2014 09/01i2015 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RMMD 100,000 PREMISES Ea occurrence $ CLAIMS4VIADE rq OCCUR WED EXP(Any one Pin) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,000 X POLICY X PRO LOC Deduchble $ 25,000 A AUTOMOBILE LIABILITY AS2-661-M65044 09101)2014 09/01P1015 OMdenSINGLEuMrr 1,000,000 r X ANY AUTO - BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X AUTOS PROPERTY defvt)DAMAGE $ _ X Phys.Damage COMP/COLL DED: $ $1,000/$1,000 - OCCUR EACH OCCURRENCE $ EXCESS LIAB UMBREh h e Wl8 HCLA,M,-.AD, AGGREGATE $ DED I �RETENTION$ $ B WORKERS COMPENSATION WA7-66D-066265-024 0910112014 O9101P1015 X We MAT T CER AND EMPLOYERS'LIABILITY B ANY PROPRIETORIPARTNER/DECU IVE Y/N lWC7 661 U66265 034(WI) 09/01/2014 09101015 1,000,000 B OFFICERIMEMBER EXCLUDED? NIA I EL EACH ACCIDENT $ c (Mandatory In 'WC DEDUCTIBLE:$350,OOa EL DISEASE-under EA EMPLOYE $ 1,000,000 DESCRIPTION OF OPERATIONS below �''�• EL DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101.Additional Remarks Schedule,B more space Is required) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Clearview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk&Insurance Semis Charles Marmolejo 01918-2010 ACORD CORPORATION. All rights reserved. ACORD 26(2010/06 The ACORD name and logo are registered marks of ACORO r'�� j (r' )////JtC>>/lllCrc/M rrj� lc�,�:;r'�r Office of Consumer Affairs and Business Regulation } ' 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration ` Registration: 168572 • Type: Supplement Card SOLARCITY CORPORATION Expiration: 3/8/2015 CRAIG ELLS 4 - 24 ST_ MARTIN STREET BLD 2 UNIT 11-' --- - — -- MARLBOROUGH, MA 01752 ---- - - =— Update Address and return card.Mark reason for change. sCA 1 0 wM,091 t Address r, Renewal (-1.Employment L] Lost Card uAi�rt'i/u fwllle r�r/�ri•.,Fii'�nr// .- 1 ' Qttice of Consumer Affairs&Business Regulation License or registration valid for individul use only DOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: pt Office of Consumer Affairs and Business Regulation ;Registration: 168572 Type 10 Park Plaza-Suite 5170 Expiration: 3/8/2015 Su lemeni :ard PP Boston,MA 02116 , SOLARCITY CORPORATION CRAIG ELLS rr T 24 ST MARTIN STREET BLO 2UNI 1 IVIAhLBOROUGH,MA 01752 Undersecretary 4 + - Not v lid without signature tttt , i t Massachusetts -Deparirneni of Pubiib Safety i Board of Building Regulations,ind Sonootds �`6PJ1�(1'i1C'lT1MP1�?Illil'fi��rri' !tccnse CS407663 CRAIG ELLS , 206 BAKER STREET ' Keene NH 03431" y. ta�rti�rtis.y{tl�kra ' 08/29/2017 Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 -k Type: Supplement Card Expiration: 3/8/2015 SOLAR CITY CORPORATION WAYNE EUBANK 24 ST. MARTIN STREET BLD 2 UNIT 11 -- MARLBOROUGH, MA 01752 _. Update Address and return card.Mark reason for change. scA s 0 20W05111 C� ❑ Address Ej Renewal ❑ Employment (] Lost Card office of Consumer Affairs&Business Regulation License or registration valid for individul use only ME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: F Office of Consumer Affairs and Business Regulation fiRegistration: 168572 Type: 10 Park Plaza-Suite 5170 1- Expiration: 3/8/2015 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION WAYNE EUBANK 24 ST MARTIN STREET BLD 2UNI i5IAhLBOROUGH,MA 01752 Undersecretary N valid without signature DocuSign Envelope ID:DFEA47B0-CE4B-4BCA-A6EF-14A027A41675 , olarGt;;,S y. Power Purchase Agreement Here are the key terms of your SolarCity Power Purchase Agreement Date: 12/3/2014 0 :., ■�� 20 years, ", I I " System installation cost Electricity rate per kWh Agreement term Our Promises to You • We insure,maintain and repair the System(Including the inverter)at no additional cost'to you,as specified in the agreementsy#; We provide 24/7 web4-nabled monitoring at no_additional cost to you,as specified in the agreement • We warranty your roof against leaks and restore your roof at the end of the agreement,as specified in the agreement. • The rate you pay for electricity,exclusive of taxes,will remain fixed for the term of the agreement. „ •Jhe pricing in this PPA is valid f6r530 days after 12/3/2014:, t We are confident that we deliver excellent value and customer service.As a result,you are free to cancel anytime at' no charge prior to construction on your home. -, Es First Year Production , 6,955 kWh -M. Amount due at contract signing: $0 Estimated prepayment due when.installation begins: $0.00 ` Estimated prepayment due following building inspection: $0.00 y Customer's Name & Service Address Exactly as it appears on the utility bill Customer Name and Address Customer Name _ Installation Location Richard (need referrer's name) Kijak 62 Ashley Dr { 62 Ashley Dr Barnstable, MA 02632 Barnstable, MA 02632 Options for System purchase and transfer: Options at the end of the 20 year term: • If you move,you may transfer this agreement to the purchaser of your SolarCity will remove the System at no cost to you. Home,as specified in the agreement. . ' You can upgrade to 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 1888.765.2489 I SOLARCITY.COM MA HIC 1685721EL-1136MR Document Generated on 1213/2014 �■ =Q 430981 , T' DocuSign Envelope ID:DFEA47B0-CE4B-4BCA-A6EF-14A027A41675 22. NOTICE OF RIGHT TO CANCEL. I have read this Power Purchase Agreement and the Exhibits in their YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR TO entirety and I acknowledge that I have received a complete copy of this MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE Power Purchase Agreement. YOU SIGN THIS CONTRACT. SEE EXHIBIT 1,THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN Customer's Name:Richard(need referrer's name)Kijak EXPLANATION OF THIS RIGHT. Docu3ignedby: 23.ADDITIONAL RIGHTS TO CANCEL. IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL Signature: 1 ,� THIS PPA UNDER SECTION 22,YOU MAY ALSO CANCEL THIS PPA AT NO COST AT ANY TIME PRIOR TO Date: 12/3/2014 COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 24. Pricing The pricing in this PPA is valid for 30 days after 12/3/2014. If you don't sign this PPA and return it to us on or prior to 30 days after Customer's Name: 12/3/2014,SolarCity reserves the right to reject this PPA unless you agree to our then current pricing. Signature: Date: ;;;SolarCity, Power Purchase Agreement SOLARCITY APPROVED Signature: UNDON RIVE, CEO (PPA) Power Purchase Agreement �Sotarcky. Date: 12/3/2014 g ❑� Solar Power Purchase Agreement version 8.2.0 430981 WN11 re a VNII OWNER AUTHORIZATION Job#: 49 Property Address: Sh ffr as Owner of the subject �".5c' r� behalf; " property hereby authorize CITY CORPORATION to act on my beh , SOLAR in all matters relative to work authorized by this building permit application. Date: St attire of Owner: SOLAiRCITYCOM t Version#41.5 e RU ao;; ®Iarlt 59 521 JASON WLL!%�Nf m TomAN December 22,2014 Q. D' ' all igned Project/Job #026699 Jas Toman RE: CERTIFICATION LETTER 2014.12.22 59:20-07'00' Project: Kijak Residence , 62 Ashley Dr Exp: 2016-09-30� Centerville, MA 02632 TEMPORARY PERMIT r To Whom It May Concern, MASSACHUSETTS 201.4-917-PE 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= 10 psf, Roof LL/SL= 23.1 psf(Non-PV Areas), Roof LL/SL = 23.1 psf(PV Areas) - MP3: Roof DL= 10 psf, Roof LL/SL= 23.1 psf(Non-PV Areas), Roof LL/SL = 23.1 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is 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 requires structural upgrades as detailed in the plan set 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 including the specified upgrades 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. c Please contact me with any questions or concerns regarding this project. .Sincerely, a Y Jason W.Toman, P.E. Professional Engineer p Main: .888.765.2489 . email: jtoman@solarcity.com 3055 Clearview Way. San Mateo, CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ ROO 243771..CA CSLB 888104.00 EC 8041,.CT_HIC 0632778,DC HIC.71101486.OC I11S 71101488,HI OT•29770.MA HIG 168572.MD MHIC 128948,NJ 13VH061606K OR CCB 180408,PA 077345,TX T'DLR 27606,.WA GCI:SOLASO-81607,0 2013 Solnraty,,All r1gh1v reaimed. 12.22.2014 SolarCityPV System Structural Version#41.5 Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Kijak Residence AHJ: Barnstable Job Number: 026699 Building Code: MA Res. Code, 8th Edition Customer Name: Kijak, Richard Based On: IRC 2009/ IBC 2009 Address: 62 Ashley Dr ASCE Code: ASCE 7-05 City/State: Centerville, MA Risk Category: II Zip Code 02632 Upgrades Req'd? Yes Latitude/ Longitude: 41.673337 -70.368631 Stamp Req'd? Yes SC Office: South Shore PV Designer: Aditya Vichare Calculations:I Kevin Houng EOR: Jason W. Toman, 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 P i zz Vj A. jr4l/r A .a•. c -- • - Agency 62 Ashley Dr, Centerville, MA 02632 Latitude: 41.673337, Longitude: -70.368631, Exposure Category: C LOAD ITEMIZATION M'P2 PV System Load PV Module Weight(psf) _J 2.5 psf Hardware Assembly Weight s 0.5 psf PV System Weight 3.0 nef Roof Dead Load Material Load Roof Category Description MP2 Roofing Type 7 .,` _ °Comp Roof ( 2 Layers) 5.0 psf Re-Roof to 1 Layer of Comp? No Underlayment _ �a= � 717 M _ Roofing Paper - -9—-- - e Plywood Sheathing Yes 1.5 psf Board Sheathing :r` _ F . ° Nonet --- - Rafter Size and Spacing 2 x 6 @ 16 in. O.C. 1.7 psf Vaulted Ceiling- _. No Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 10 psf MP2 10.0 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load LO 20.0 psf Table 4-1 MemberTributary,Area ":e At - < 200 sf _ ---- _ Roof Slope 6/12 Tributa Area Reduction :M Rl h ,:' 1 "I 4_ �~ � Section 4,9 rY — — Sloped Roof Reduction RZ 0.925 _ Section 4.9 --- R , � Lr `; '" ", L.� Lo(RIf(k) 7 7 _3 .., Equation 4-2 Reduced Roof Live, : •k;aA, �� Reduced Roof Live Load Lr 18.5 psf MP2 18.5 Psf . n t Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed �: 777 - 777. Yes Effective Roof Slope 250 I - . e omve to:Rige m,.. - V1l _ 17.2 ft -7 Horiz -----i ---- --Distanc---- --fr--E d - Snow Importance Factor IS 1.0 Table 1.5-2 FV Snow Exposure Factory Partial) Ex osed - � f�fz Y p t � Table 7-2 ,c:d Snow Thermal Factor Ct• Structures kept just 1 above freezing Table 7-3 Minimum Flat Roof Snow Load(w- %"�' Pf-min 23.1 psf 7.3.4&7.10 Rain-on-Snow Surcharge) ' pf= 0.7(Ce) (4) (I) pg; pf? pf-min Eq: 7.3-1 Flat Roof Snow Load Pf 23.1 psf 77% ASCE Design Sloped Roof Snow Load Over Surrounding Roo Surface Condition of Surrounding Roof Cs-roof All Othei OSurfaces Figure 7-2 Design Roof Snow Load Over Ps-roof= (CS-roof)Pf ASCE Eq: 7.4-1 Surrounding Roof PS-roof 23.1 psf 77% ASCE Design Sloped Roof Snow load Over PV Modules Surface Condition of PV Modules CS_PV Unobstructed1.SIiOppery Surfaces Figure 7-2 Design Snow Load Over PV PS-PV= (CS-p„)Pf ASCE Eq: 7.4-1 Modules PS-PV 23.1 psf 77% f COMPANY PROJECT WoodWorks® Dec. 22, 2014 00:06 MP2.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 10.00 (16.0) * psf PV LOAD Dead Full Area No 3.00 (16.0) * psf RLL/SL Snow Full Area Yes 23.10 (16.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 17' 0' 0'-101, 15'-7" Unfactored: Dead 159 147 Snow 253 235 Factored: Total 413 382 Bearing: F'theta 495 495 Capacity Joist 5755 5198 Supports 5020 5020 Anal/Des Joist 0.07 0.07 Support 0.08 0.08 Load comb #2 #4 Length 3.50 3.50 Min req'd 0.50* 0.50* Cb 1.11 1.00 Cb min 1.75 1.00 Cb support 1.13 1.13 Fcp sup 425 425 *Minimum bearing length setting used: 1/2"for end supports Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP2 Lumber n-ply,S-P-F, No.1/No.2, 2x6, 2-ply (3"x5-1/2") Supports:All-Lumber Stud Wall, S-P-F Stud Roof joist spaced at 16.0"c/c; Total length: 17'-11.5"; Pitch: 6/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); - r WOodWorkS® Slzer SOFTWARE FOR WOOD DESIGN MP2.wwb WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 28 Fv' = 155 • fv/Fv' = 0.18 Bending(+) fb = 1078 Fb' 1504 fb/Fb' = 0.72 Bending(-) fb = 14 Fb' = 1504 fb/Fb' = 0.01 Dead Defl'n 0.44 = L/450 x Live Defl'n 0.70 = L/282 1.10 = L/180 0 .64 Total Defl'n 1..14 = L/173 1.65 L/120 0.69 Additional Data: s FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr. Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 ` 2 Fb'+ 875 . 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 4 Fb' - 875 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.4 million 1.00 .1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear LC #2 = D+S, V = 330, V design = 311 lbs Bending(+) : LC #4 = D+S (pattern: sS) , M = 1359 lbs-ft Bending(-) : LC #2 = D+S, M = 17 lbs-ft Deflection: LC #4 = (live) - LC #4 = (total) ; D=dead L=construction S=snow W=wind I=impact Lr=roof constr. 'Lc=concentrated All LC's are listed in the Analysis outputs. Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29e06 lb-in2/ply "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support, as per NDS 3.10.3 y. Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2012), the National Design Specification (NDS 2012), and NDS Design.Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to.the middle 2/3 of 2 span beams.and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. CALCULATION=OF DESIGN WIND_LOADS - MP2 - Mounting Plane Information Roofing Material Comp Roof PV System Type " _ . = SolarCity SleekMountT" . Spanning Vents No Standoff Attachment Hardware Comg Mount Tvpg C Roof Slope 250 Rafter Spacing : o- 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacings X-X P_urlins_Only `: - x NA Tile Reveal _Tile Roofs Only NA -m Tile Roofs Only r {Tile Attachment System+�.. f _Y _ ,. _ { .,. _� NA .: i :� . ':�•'. StandingSeam ra Spacing SM Seam On NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design_Method_ _ 'Partially/Fully_Enclosed Method a Basic Wind Speed V 110 mph Fig. 6 1 Exposure Category C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 15 ft 7777 - v Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.85 Table 6-3 Topo ra hic Factor. ' _g p . _ � Krt �s a 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor' - I fl a y w 1.p z 3 m Table 6 1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(VA 2)(I)22.4sf Equation 6-15 Wind Pressure Ext. Pressure Coefficient U GC u -0.88 Fig.6-11B/C/D-14A/B Ext.Pressure Coefficient Down GC Down 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure Up Nun) -19.6 psf Wind Pressure Down 10.1 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction. Max Allowable Standoff Spacing Landscape 64". 39" Max Allowable Cantilever '`.—:- _ - Landscape - 24" NA Standoff Configuration Landscape Staggered Nor R; Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff2. _Tl-_actual� Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand Ca aci 0 DCR 62.3% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" M----ax Allowable Cantileve -� --- r----- �' -:Portrait ;�< �;• ��,�_:. � `: 20" :' NA Standoff Configuration Portrait Sta gered Max Standoff Tributary Area- ." Trib _ r 4TV tr: 22 sf ` PV Assembly Dead Load W-PV 3 psf Net Wind_Uplift at Standoff. T-actual_ ` -388 Ibs "Y• Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 77.7% A - LOAD ITEMIZATION - MP3 PV System Load PV Module Weight(psf) 2.5 psf Hardware AssemblyWeight 0.5 psf PV System Weight 3.0 psf Roof Dead Load Material Load Roof Category Description MP3 _ Roofing Type -' ", - . _ p =(�Y) = P . � ,� �.Coin .Roof.. 2 La ers 5.0 sf Re-Roof to 1 Layer of Comp? No Underla menu ; :, ° f,d. ,: .-:•° Roofin Pa erg Plywood Sheathing Yes 1.5 psf Board Sheathing . < None. , Rafter Size and Spacing 2 x 6 @ 16 in. O.C. 1.7 psf Vaulted_Ceiling - ;, No Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 10 psf MP3 10.0 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load L. 20.0 psf Table 4-1 Member Tributary.Area _._ At , _ < 200 Roof Slope 6/12 Tributa-ryArea Reduction Rlu ,` - ' 1 Section 4.9 Sloped Roof Reduction Rz 0.925 Section 4.9 Reduced Roof Live Load. Lr ux fry .L�= Lo(Ri) (Rz) i : .'�. E uation 4-2 Reduced Roof Live Load Lr 18.5' sf MP3 18.5 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 ons Snow Load Reducti Allowed? _' Yes =_ Effective Roof Slope 250 . Distance from Horiz .Eve`to Ridge °# w. i. W _ ,;' — ----- - — •--� - 13.2 ft I Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially Exposedy< -Table 7-2 1.0 Structures kept just above freezing Snow Thermal Factor Ct 1 1 Table 7-3, Minimum Flat Roof Snow Load(w%"! Pf-min 23.1 psf 7.3.4&7.10 Rain-on-Snow Surcharge) Flat Roof Snow Load Pf pf= 0.7(Ce)(Q)(I) pg; pf>_ pf-min Eq: 7.3-1 23.1 psf 77% ASCE Design Sloped Roof Snow Load Over Surroun m g Roof All Other Surfaces Surface Condition of Surrounding Roof CS-roof 10 Figure 7-2 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pf ASCE Eq:7.4-1 Surrounding Roof Ps-roof 23.1 psf 77% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS.°V Unobstructed Slippery Surfaces - Figure 7-2 - 1.0 Design Snow Load Over PV PS-PV= (CS-PV)Pf ASCE Eq: 7.4-1 Modules Ps°" 23.1 psf 77% COMPANY PROJECT WoodWorks® S0nWAOE fOR WO0D fM5ICN , Dec. 22, 2014 00:07 MP3.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 10.00 (16.0) * psf PV LOAD Dead Full Area No 3.00 (16.0) * psf RLL/SL Snow Full Area Yes 23.f0 (16.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 13'-10•3 - 0' 0'-101, > 11'-111, Unfactored: Dead 124 112 Snow 197 179 Factored: Total 321' 290 Bearing: F'theta 495 495 Capacity Joist 2878 2599 Supports 2789 2789 Anal/Des Joist 0.11 0.11 Support 0.12 0.10 Load comb #2 #4 Length 3.50 3 .50 Min req'd 0.50* 0.50* Cb 1.11 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 425 425 .*Minimum bearing length setting used: 1/2"for end supports Bearing for wall supports is perpendicular-to-grain bearing on top plate. No stud design included. MP3 Lumber n-ply, S-P-F, No.1/No.2, 2x6, 1-ply (1-1/2"x5-1/2") Supports: All-Lumber Stud Wall, S-P-F Stud Roof joist spaced at 16.0"c/c; Total length: 13'-10.3 Pitch: 6/12; Lateral support: top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); r F-1 WOodWorks® Slzer SOFTWARE FOR WOOD DESIGN MP3.wwb WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 41 Fv' = 155 fv/Fv' - 0.27 Bending(+) fb = 1213 Fb' = 1504 • fb/Fb' = 0.81 Bending(-) fb = 28 Fb' = 990 fb/Fb' = 0.03 Dead Defl'n 0.28 = L/533 Live Defl'n 0.45 = L/333 0.83 L/180 0.54 Total Defl'n 0.72 = L/205 1.24 = L/120 0.58 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr C.frt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - 1.00 1.00, 1.00. 2 - Fb'+ 875 1.15 1.00 1.00 1.000 1.300 4.00 1:15 1.00 1.00 - �4 . Fb' - 875 1.15 1.00 1.00 0.658 1.300 1.00 1.15 1.00 1.00 - '2 P Fcp' 425 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - 1.00 1.00 , - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear LC #2 = D+S, V = 247, V•design 228 lbs Bending(+) : LC #4 = D+S (pattern: sS) , M = 764 lbs-ft Bending(-) : LC #2 = D+S, M 17 lbs-ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated ' All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span " Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 29e06 lb-in2 "Live" deflection = Deflection from all non-dead loads ,(live, wind, snow.-) Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: ~. 1. WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2012),the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the' middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. . 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections,do not govern design. i CALCULATION OF DESIGN WIND=LOADS-MP3 Mounting Plane Information Roofing Material Comp Roof PVSystem Type >>zs _ SolarCi �SleekMount'"— Spanning Vents No Standoff Attachment Hardware Como Mount Tyne C Roof Slope 250 Rafter.Spacing 16"O.C. Framin Type Direction Y-Y Rafters Purlin Spacing « s &-- �X-X Purlins Only_ a NA „ Tile Reveal Tile Roofs Only NA Tile Attachment System" Tile Roofs Only NA' r- ._.: ,StandingSeam ra Spacing SM Seam On NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design,Method x. y Partially/FullyEnclosed Methods - % ---_ ...__ _ _._ _._ _.__w_. Basic Wind Speed V 110 moh Fig. 6-1 C Exposure Cate_gory Roof Style Gable Roof Fig_.611B/C/D-14A/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 1.00'< ' Section 6:5r7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 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 u -0.88 Fig.6-11B/C/D-14A/B Ext.`Pressure Coefficient Down GC Down '0.45 Fig:6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC ) Equation 6-22 Wind Pressure U -19.6 psf Wind Pressure Down 10.1 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape (All39" Max Allowable Cantilve er_,_____ __ �Landscape— c= 24" Standoff Configuration Landscape Staggered Standoff Tributary AreaTriti :a' r17 sf, i Max- -- - - PV Assembly Dead Load W-PV 3 psf Net-Wind Uplift at Standoff_ _ - T-actual -311A1bs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 62.3% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever` Portrait 20 NA Standoff Confi uration Portrait Staggered Max Standoff Tributary Area _Trib_ _ __ 22 sf _ PV Assembly Dead Load W-PV 3 psf Net Wind U lift at Standoff_ I actual 388 Ibs � Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand Ca aci � v .,:—R . y ,. �`" - '77:7% 7 77-TWI ... , ,, �,E- p Town of Barnstable *Permit# 3e00 �COC �� p ERIW .p Expire onths from issue date Regulatory Services Fe nat `t Thomas F. Geiler,Director ArEo Nw Building Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bamstable.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 O6 U -Property Address sidential Value of Work Minimum fee of$25.00 for work under$6060.00 Owner's Name&Address 01 nn s �vl Contractor's Name 01 0 vts Telephone Number Home Improvement Contractor License#(if applicable) or s Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp. Policy# ��,3"(J �j �f Y140,6-!7-d Copy of Insurance Compliance Certificate must be on file. Permit R;R--e-roofst(chec ox) (stripping old shingles) All construction debris will be taken to ❑ Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders. U-Value (maximum.44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License is required. SIGNATURE: Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revise020108 �J ti xtie 1°om�reoouueal a�✓�a°°ac�u�aeli~a f Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registratipn,, 136066 Expjr#f 6//6/2010 Tr# 268785 lug !i •g i `Type DBA COREY&COREY HOME IMPROVEMENTS CHARLES COREY� yf 1694 FALMOUTH GENTERVILLE,MA 02632 Administrator Board of u uuea//6 0� X VBuilding Regulations any nd rd�Construction Supervisor License 4 License: CS 2881 a Explraattion 2/44/2010 Tr# 18406 ! - j y Rest nction 00�, \ CHARLES E i Co 1694 FALMOUTH CENTRERVILLE,MA'` 02632= Commissioner __ _ License or registration valid for individul use only �I before the expiration date. If found return to: �} Board of Building Regulations and Standards / One Ashburton Place Rm 1301 J Boston,Ma.02108 ,I 3 Not valid without signature j ,;1 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le bl Name(Business/organizationlIndividuan: 06 / Address: 0%9 ✓✓` City/State/Zip: re.Re ✓� 11� Phone.#: ��!iL''S' _�1/1 Are you an employer? Check the appropriate bow Type of prof ect(required): 1.❑ I am a employer with 4. a general contractor and 1 6. ❑New 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 m employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' 9. Buitrl�addition [No workers' comp.-matnance comp.'s ullince t r��) 5. We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 1 LE]Plumbing repairs or additions myselL[No workers' comp. right of exemption per MGL 12 ❑goof repairs insurance rime&)t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other comp-insurance required) `Any applicant that checks box#1 naa also fill out the section below showing their workers'c mpcnmtion policy information. t Homeowners who submit this affidavit indicating they are doing all work and then lure outside coatractars must submit a new afSdavit indicating such. t__Mtractors that check this box rmrst attached an additional sheet showing the name of the sub-contractors and states whether or not$rose entities have employers. If the sub-cmiraafmrs have cmployea,they must prvvi&their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my emproyees. Below is the policy and job site information. Insurance Company Name: '7—VT Ae a YS — Policy#or Self-ins.Lic.#:7�6 7"' �^ lS Expiration Date: 'T l/ Q Q_ Job Site Address: [aDr/ City/StatrJZip: S Attach a copy of the workers'compensation policy declaration page(showing the policy nnmber'and expiration date). Failure to scctn-e coverage as required under Section 25A of MGL c.152 can lead to the imposition of criminal penalties of a fins sip 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 t the violator. Be advised that a copy of this sta ratrit may be forwarded to the Office of Investigations of the MA for insurar=cov a verification. I do hereby cer*UF1G7MTP 'i�o that the information provided abova/ ' nd correct Si e• Date: � Phone# Official use only. Do not write in this area,tb 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#• Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees: Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hue, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representative's of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartr acnts and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall'not because of such employment be deemed to be an employer." MGL chapter 152, §25C(t7 also statas that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(I)states`Neither the commonwealth nor any of its political subdivisions shall enter into any conft-Aa for the performance of public work until acceptable evidence of cornpliznce with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),addresses)and phone number(s)_along with their cm i icate(s)of insurance. Limited Liability Companies-(LLC)or Limited Liability Partnerships(LLP)with no employees outer than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Bq advised that this affidavit may be submitted to the Department of Industrial Accidenis for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call time Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit on;affidavit indicating ctm ent policy information(if necessary)and under"Job Site Address" the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or pemnit not related fo any business or commercial venture (i.e.a dog license or permit to brim leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call The Department's address,telephone-and fax number. The Ummaonwealth of Massachusetts Dgwtrnent of Industr al Accidents oMce of Investiptfons 600 WuhingtQn Street Boston,MA 02111 Tei. #617-727-4900 ext 4-06 or 1-877-MASSAFE Revised 11-22-06 Fax#617-727-7749 www.mamgov/dia ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(IRNDDIYYM rm T04/08/2008 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION SCHLZGEL,-INSURANCE ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 34 MAIN ST HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. WEST. YARMOUTH, MA 02673' INSURERS AFFORDING COVERAGE NAIC# RWRED INSURER A: NORTHLAND INSURANCE Paul Buckmiller INSURER& TRAVELERS INSURANCE DBA BUCKMILLER ROOFING INSURER C: INSURER D: H1atmi8, MA 02601 INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFFECTIVE POLICY EXPIRATION LTR MNSRD TYPEOFINSURMCE POLICY NUMBER .DATE((AyDDIM .-1mc"AMONY) LIMITS A GETNEIALUABIUTY CP46859504 05/15/07 05/15/08 EACH OCCURRENCE &1,000,0_00 X COMMERCIAL GENERAL itAB1LTTY FRMqTEU- PREMISES(Ea emneoee) E 50,000 cLAnus MADE a DCcxJR MED EXP(Any one person) s EXCLUDED PERSONAL 8 AM INJURY E 1,000,000 GENERAL AGGREGATE E 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - PRODUCTS-COMPIOP AGG s2,000,000 POLICY JPECT LOC AUTOMOBILE LIABILITY COM81NED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS . BODILY INJURY E SCHEDULED AUTOS (Per person) HIREDAUTOS BODILY INJURY E - NON-OWNED AUIIOS (Par accident) PROPERTY DAMAGE $ (Per accident) , GARAGELUM ITY AUTO ONLY-EA ACCIDENT' E ANY AUTO . OTHER THAN EA ACC E . - AUTO ONLY: AGG E .--'—'-- EXCESIMMBRELLA LIABILITY EACH OCCURRENCE E OCCUR ❑CLAIMS MADE AGGREGATE E E DEDUCTIBLE s RETENTION E _ E B woRREasoDmmm-noNAND 7PJUB-7430A7-07 04/11/07 04/11/08 XTV STATLJ� 7PJUB-7430A7-08 ER LRm TORYLIMrrs ANY PROPRIETORPARTNER/DCECUTNE 04//11/08 04/11/09 E.L EACH ACCIDENT $100,000 OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE E 100,000 B yes,describe arMa YES SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMB E 500,000 OTHER DESCRIPTI ON OF OPERATIONS I LOCATIONS I VEIMCLES I EJRX.USIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS _ THE WORKERS COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR PAUL BUCKMILLER CERTIFICATE HOLDER CANCELLATION COREY &COREY STHOUID ANY OF TOE BED POLICIES BE CANCEXIEO BEFORE THE EXPIRATION 1694 FALt�UTH RD #115 DOTE THEREOF, TN/jm-G IN9UR wlu, ENDEAVOR to MNUL21 DAvs yyRi CENTERVILLE,. MA 02632 NOTICE TO THE �i rATE HOLDER ED TO THE LET, BUT FAIWRE TO DO SO SHALL IMPOSE NO OATON OR UABIVXff�10F ANY IOND UPON THE INSURER, ITS AC43M OR REPRESENTA �j AUTHORIZED R EBEMATIVE . FAX: 508-775-0155 ACORD 25(2001108) ©ACORD CORPORATION 1988 v "' T hce-- Ro -,,f-,-,r, �o )f TOTAL INVESTMENT $ 9850.00 - , S 0 Payable immediately upon completion.I ' ' ARLE RE EXTRA CARPENTRY: Any Rotted or Otherwise Deteriorated Trim Boards (Fascia Boards), Plywood Sheathing,Missing Metal Flashing, Side Walling or Any Other Carpentry Needing Replacement will be done and charged for as an Extra: Materials Plus Labor at the Rate of$75.00 per Hour. PAYMENT SCHEDULE: A Deposit of One Half is due at the Signing of this Roof Proposal and the Final Payment for the Balance is Due Immediately Upon Completion plus Extras. WORK SCHEDULE: All Roof Work is Normally Scheduled for Completion Within 30 Days of Acceptance and Receipt of Deposit providing the Materials are Available. CHARLES COREY C ARIES COREY Warranties the Shingles and Labor for 10 years. CERTAINTEED Warranties the shingles and labor 100% for the First 10 Years and the Shingles for 30 YEARS if the shingles becomes defective. CERTAINTEED Warrants the Shingles up to a 70 MPH WIND WARRANTY . CERTAINTEED Warrants the Shingles to be Algae Resistant for a Full 10 Years. Any alteration or deviation from above specifications,will be executed only upon written orders and will become an extra charge,over and above the estimate. All agreements contingent upon strikes,accidents or delays beyond our control. Owner to carry fire,tornado,and other necessary insurance upon the above work.. This proposal may be withdrawn by us if not accepted within thirty days- CHARLES COREY carries Workman's Com ns ion and Public Liability Insurance on the above work , DATE OF ACCEPTANCE: G ACCEPTED BY: SUBMITTED BY: A RICHARD 1e LES OBEY r �t„E, Town of Barnstable *Permit# j.� Expires 6 months from issue date • Regulatory Services Fee ��► RAMSrnez.e. • 9� MAss. Thomas F.Geiler,Director i659. '�Eo►�,►�' Building Division Elbert C Ulshoeffer,Jr. Building Commissioner 367 Main Street, Hyannis,MA 026.01w Office: 508-862-4038 X-PRESS PERMIT Fax: 508-790-6230 EXPRESS PEMT APPLICATION FEB 5 2002 Not Valid without Red X-Press Imprint TOWN OF BARNSTASIME Map/parcel Number ,� r .p,� ,! /� Property Address /J 7l w7 D� e r V r ff l/ea(' - [residential OR ❑Commercial Value of Work Owner's Name&Address kuc/q Contractor's Name GL` C/wv Telephone Number .QZJ? Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) Workman's Compensation Insurance Check one: I am a sole proprietor _I am the Homeowner [14 have Worker's Compensation Insurance /� Insurance Company Name Ci i. T Y ge x �,y"" Workman's Comp.Policy# �l Z 3 eiv Permit Request(check box) Re-roof(stripping old shingles) Re-roof(not stripping. Going over existing layers of roof) [�V?e-side replacement Windows. U-Value 9 f (maximurn•4 ) Other(specify) •Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. Signature expmtrg The Town of Barnstable R� 9 `e�' Department of Health Safety and Environmental Services 1163 Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph C-rossen Fax: 508-790-6230 Building Commissioner SHED REGISTRATION Location of shed(address) perry owner's name Telephone number Size of Shed Map/Parcel# afore Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? q Conservation Commission(signature required) ✓ c.F e 10 ,�_ THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg �j� i a � �o� � � �s•vv1�a� �`` E'��. � ,, saw � ♦ ® �� I� � ,�� I �.1 / __ �1 :� � • �� ►_ � .�. /��''+�r►s- is '�J_ yo�TNEro�° TOWN OF BARNSTABLE Z ]MISTA t i ° "6 9 am DUILDIRG INSPECTOR �EPY{y' APPLICATION FOR PERMIT TO .1!!....(r.y1p,... ..... ...... .Q.0..................... .......................... TYPE OF CONSTRUCTION (` 7 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the follow¢i-ng information: Location .....V�? ....93......!:..1 .! ��-.�..........iyo..�kd" !...... v.. ........L ................. ProposedUse .....�J !'!:e�...l.l.....V A .1c.1...�......................... ................................................................................... Zoning District ......l.Z: .'.......................................................Fire Districte . rt �!�� ....1�Y.S 2 Vl4r'r....... Name of Owner 0..1p . . . ..... . .. ,l . ........ I�ll!¢t�.•,/ Nameof Builder ................... ....................................Address ........................... c.. ................................. Nameof Architect :..............:... . .. ............................Address .............................� /�... .................................... Number of Rooms ........................................ .......... Foundation Q �-�1............��c. ..................................................... L c Exierior ..Ct- �6 ...�,C.. .. ..........................Roofing ...!..K ............................................................. Floors ...0 .....tax, � � �..............Interior ...... i" �- Heating .7[/... .................V.......................................... Plumbing .................... ... 4' ................................... Fireplace :L.4........�.!.)............................................Approximate Cost �.� p �!j V................................................ Difinitive Plan Approved by Planning Board ___________________ 19 31__ . d Diagram of Lot and Building with Dimensions Lu O Q � Q ' ( Owse, t%44 !� 3 0 co< W p 1a QAPAGP- S4 U � _ I �V- � � � � I `1. LU Q: d -� U.1 .� QU %, H / a \t�. p (� 0-1 Lu C7tn � �Z � Uj di 3G /IoG.Se� 0 � U, .� �c on o u) d viQLd � � � � tR�ac� ® z U) < �v- � � � u., 17- LLJ a~ ~ < Q I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ,GL`'....` 1 0ornmeet Homes, Inc. ^'72-_- &F ' |- one No �-~8-- Parmh for . . story......... sin ' ^ ---.. ------ / m* Locohon ....... .....................CentervIlle � , -------..........................-.-.--�-----' ' l�ou�� Z��° Owner --...��___._�_��_____.. . ' d�s�us Type of Construction -------------- / -^-'-'-^-'------''---------'--- �o� Plot --.----.-- Lot --.��.�------. / 1 ' . . ` r7 Permit Granted -------------.lg / ~' Date of Inspection ....................................l9 ' , . �� Date Como��a6 ` ��V�� l� ^ ' --`�''' -'' PERMIT REFUSED K� ----..---. .--- .. . . l� '' '' '' ' ------- ...--..--.-......-----------.--. | / -^'-~^^'~-'^-'-~^--------------^^ � _.~-.-.....-.--...........~...~-.-..... ` � -----^'-^-^'-^'^^~--'-~^-~~'--~'~' � ' Approved .......................................... lg ' .-------_.---._-...-..-...----.- ...............-............................................................. \ | . . Y ♦ ♦ ♦ v _v ( COMMONWEALTH DEPARTMENT OF PUBLIC SAFETY OF ( .ONE ASHB-ORTON PLACE,,A- a MASSACHUSETTS BOSTON,MA 02108 0, , LICENSE EXPIRATION DATE CONSTR. SUPERVISOR 0 7/2 5/1 9 9 5 EFFECTIVE DATE LIC-NO. RESTRICTIONS NONE 06/30/1993, 005140 0 ID WALTER J LACEY' 38 CARLA RD zHYANNIS MA .C2601 PHOTO(BLASTING OPR ONLY) FEE:O.00 ) NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY - HEIGHT: STAMPED-OR-SIGNATURE OF THE COMMISSIONER THIS DOCUMENT MUST ✓v '� "� "� CARRiEDON THE PERSON i SIG RE OF LICENSEE THE HOLDER WHEN E OTHERS-RIGHT THUMB PRINT GAGED IN THISOCCUPATP R TOWN OF 8A-RNSTABLE BUILDING. RERMIT CO MMO TH OF T� A$-SACHUS-If�-,;FI S DEPARTTf F—NTT OF LN'DUSTR2Ar ACCIDEN- S 600 WASHINGTON STREET games Gar poet BOSTON, MA.SSACHUSEM 02111 ornmssrone: 'WORKERS'.COWENSAnONIMURANC.EAFFMAVIT r (licensedperttttace) widz a principal place-of busuiess/residence G do hereby mr .under the Puns and pta ofpcuy.z� = " - WI am an employer providing the following workers'compensation coverage for my employees w+od dng on this job. Nil EV41,0 l 3580-5,401, t Insurance Company Policy Number 1 am a sole-proprictor and have no one working for me-. j) I am a sole proprietor•gcncr-41 con-maor or homeowner(drde one)and have hired the contractors fisted below who have the following workers'eompen=rion insurance policies: Name of Contnaor Insurance Comparty/Policy Number Name of Contrcror Insurance Company/Policy Number I\'amc of Contnccor Insurance Company/Policy Number Q l :m: homeowner performing:11 the work:myself. A'OTE:.Plcasc be aware tacit while boraeowacr:woo eraoloy pmoos to Zo cainteaaace.eonstruetioa or repair%%VV1'oa a dwcliinc of not more i'Jas L'rcc t aiu i,:woicb toe-bor_cowacr also residu or cc 6c Erouors appurtcoaat thereto ate cot mcrall}' eonsicereg�to be employers c �ccr 6c or1crs'Cor--vc=atioa Ac.(CL C 152.sec 1(S)).application by a bomcowoer for a license Of permit may M'jC--cc Ue 1c=a1 status of a.n ert:plovtr under toe'Wor1•ers'Cor?eosatioo Act 1 cncc^:��c t :; : _.•c:t r:s;:;cr r..:w'V be fo�rccc to t:c✓:r.J-cr.t of::c s:r":3 hccdcnts'Ofncc of lnsuran` for Gpvcrac scc_:c cc c c ..� - .,, � .—s c^ to cnc vc�:r.0 C,- �c:�:;J:3 L'� LC 1ofT.1 OIL SLOP�✓OrK Otdc:LSc,:. fine of S 100.00 a cay a€::ns;mc. Simcc this / ra dad•of 19 9 Lids:_rPc.r::�-__ ' ' aor•rcrr:i— +Assesslilr's office(lit Floor):•• Assessor's map and lot number �C. �% ® of'TNE17, >o Conservation(4th Floor): Board of Health(3rd floor): ' `x • t sssasrUtr Sewage Permit number ; riva i Engineering Department(3rd floor):_ o 1639. House number Definitive Plan Approved by Planning Board ; 19 t APPLICATIONS PROCESSED 8:30-9:30'A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE . 'BUILDING ANSPECTOR i APPLICATION FOR PERMIT TO R e— Roof TYPE OF CONSTRUCTION _ As pha_l L - 5,hr hQle i V 19 T TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location o A.Sh/ey&ye- ifeo tprVdle Ha, O U 3 2 Proposed Use 5 1 al,o fl oq l Zoning District ' ` Fire District Name of Owner /� tP 1 d Address 6 x A Sh/PL/ ,P/'1((e C�ti`tey1/t�l�,L Name of Builder_0C y 6019 C1 Address 3- a Carla A/47 5 0o260 f Name of Architect Address Number of Rooms Foundation Exterior Roofing Floors Interior Heating Plumbing �— B Fireplace Approximate Cost 2 , Ll 00 Area .DaG 9,? Diagram of Lot and Building with Dimensions Fee OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name . Construction Siipervisor's License 00 51 1i"Q Yf KIJAK 30615- ' ci Permit For RE-ROOF Location 62 Ashley Dr Centerville Richard Ki ak ' Owner 7 Type of Construction Plot Lot ; Permit Granted •July 18 , 19-94 Date of Inspection: Frame 19 , ' Insulation 19 ~ Fireplace 19 Date Completed r " 1 r A } ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A t 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, 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 t�— 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(B). 0:1 Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR cn kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC _ ^— LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). j 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 VOLTAGE AT MAX V cp VOLTAGE AT OPENPOWER CIIRCUIT VICINITY MAP INDEX W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 PROPERTY PLAN PV3 SITE PLAN LICENSE � PV4 STRUCTURAL VIEWS C S GENERAL NOTES PV5 STRUCTURAL VIEWS PV6 UPLIFT CALCULATIONS GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION X PV7 THREE LINE DIAGRAM ELEC 1136 MR OF THE MA STATE BUILDING CODE. Cutsheets Attached 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) • • QM CONFIDENTIAL — THE INFORMATION HEREIN SOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: JB-026699 00 KIJAK RICHARD � SolarCitY CONTAINED SHALL NOT USED FOR THE BENEFIT OF ANYONE EXCEPT , KIJAK RESIDENCE Aditya Vichore _`PT SOLARCITY INC., MOUNTING SYSTEM: �.i NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 62 ASHLEY DR 6.12 KIN PV ARRAY i% PART TO OTHERS OUTSIDE THE RECIPIENTS NODDLES: CENTERVILLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (24) TRINA SOLAR # TSM-255PA05.18 24 St. Martin Drive, Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: q PAGE NAME: SHEET REV: DATE: Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. SOU 428-5218 T: (650)638-1028 F: (650)638-1029 SOLAREDGE SE5000A—USOOOSNR2 COVER SHEET PV 1 12/22/2014 (888)—SOL—CITY(765-2489) www.solarcity.com T I o (E)DRNEWAY s y t f i tab, - IEI DRNEWAY PROPERTY PLAN Scale:l" = 20'-0' 0 20' 40' s CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 6 9 9 O O PREMISE OWNER: DESCRIPTION: DESIGN: i CONTAINED SHALL N ��\�OT BE USED FOR THE KIJAK, RICHARD KIJAK RESIDENCE Aditya Vichare a BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: :;,SolarCity NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 62 ASHLEY DR 6.12 KW PV ARRAY 71 PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES. CENTERVILLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (24) TRINA SOLAR # TSM-255PA05.18 PACE NAME SHEET: REV.: DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE5000A-USOOOSNR2 (508) 428-5218 PROPERTY PLAN PV 2 12/22/2014 (888)—SOL-CITY(765-2489) www.solarcity.com y J PITCH: 25 ARRAY PITCH:25 MP1 AZIMUTH:200 ARRAY.AZIMUTH:200 MATERIAL:Comp Shingle STORY: 1 Story PITCH: 25 ARRAY PITCH:25 MP2 AZIMUTH:200 ARRAY AZIMUTH:200 MATERIAL:Comp Shingle STORY: 1 Story PITCH: 25 ARRAY PITCH:25 MP3 AZIMUTH:200 ARRAY AZIMUTH:200 MATERIAL:Comp Shingle STORY:-1 Story r .. (E)DRIVEWAY AC t 0 )l�l - STAMPED & SIGNEL FOR STRUCTURAL ONLY - a a • w ° LEGEND f 51521 , A JASON WI WAAr'1 0 (E) UTILITY METER & WARNING LABEL' Front Of House TOMANDi,g Ily "igned m� INVERTER W/ INTEGRATED DC DISCO ON as Toman & WARNING LABELS N � 01 .1 2 F DC-1 00` :59:48- © DC DISCONNECT & WARNING LABELS ` EXp, 2d!6= -30. © . AC DISCONNECT & WARNING LABELS _ - TEMPORARY PERMITr 0 SSACHUSETT 2014�117-PE -C &JUNCTION/COMBINER BOX LABELS . T DISTRIBUTION PANE L & LABELS �^ Lc LOAD CENTER & WARNING LABELS B . O a rl , DEDICATED PV SYSTEM METER', ". F K. STANDOFF LOCATIONS- y N. CONDUIT RUN ON EXTERIOR, .y:.:e .... _ (E)DRIVEWAY - 7— - CONDUIT RUN ON INTERIOR 'GATE/FENCE Q HEAT PRODUCING VENTS' ARE RED L - INTERIOR EQUIPMENT IS DASHED SITE PLAN - Scale:1/16 _ 1'` 2 01' 16' 32' un . CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: l R (� PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED MALL NOT BE USED FOR THE "` —0��V�� 00 KIJAK, RICHARD KIJAK RESIDENCE Aditya Vichare BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: -.,,SolarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C 62 ASHLEY DR 6.12 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: CENTERVILLE, MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH24 St. Martin Drive,Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (24) TRINA SOLAR # TSM-255PA05.18 SHEET: REV- DATE MaHin Driv, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME Y L (650)638-1028 F: (650)638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE SE5000A-USOOOSNR2 (508) 428-.521$ SITE PLAN PVl 3 12/22/2014 1 (888)7SOL-CITY(765-2489) www.solarcitycorn STAMPED & SIGNED U2 S1 S1 FOR STRUCTURAL ONLY 2x6 SPF#2 (N) 12'-9' 0 11'-1" S1>521 JASON WL.LIAM : TOMAN { 701 ' (E) LBW D' all signed 0 14'-9" a n Toman (E) LBW SIDE VIEW OF MP3 NTS y .2014.12.22 ---y :59:39-07'00' SIDE VIEW OF MP2 NTS MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES Exp: .20'!6-09-30 LANDSCAPE 64" 24" ISTAGGERED TEMPORARY PERMIT Mpg X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES PORTRAIT 48" 20" 1 MASSACHUSETTS 2014-117-PE LANDSCAPE 64" 24" STAGGERED RAFTER 2x6 @ 16" OC ROOF AZI 200 PITCH 25 STORIES: 1 PORTRAIT 481' 20" ARRAY AZI 200 PITCH 25 C.J. 2x6 @16" OC Comp Shingle RAFTER 2x6 @ 16" OC ROOF AZI 200 PITCH 25 ARRAY AZI 200 PITCH 25 STORIES: 1 C.J. 2x6 @16" OC Comp Shingle PV MODULE 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE SISTER UPGRADE INFORMATION: RAFTER UPGRADE INDICATED BY HATCHING ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT , ZEP ARRAY SKIRT (6)- HOLE. sEAL PILOT HOLE WITH UPGRADE NOTES: (4) (2) POLYURETHANE SEALANT. 1. CUT AND ADD (N) SISTER AS SHOWN IN THIS SIDE VIEW AND REFERENCED TOP VIEW. ZEP COMP MOUNT C 2. FASTEN (N) SISTER TO (E) MEMBER W/ SIMPSON SDW 22300 (IF 2—PLY) OR 22458 ZEP FLASHING C (3) (3) INSERT FLASHING. (IF 3—PLY) SDW SCREWS STAGGERED AT 16" O.C. ALONG SPAN AS SPECIFIED, IF (E) COMP. SHINGLE (4) PLACE MouNT. WOOD SPLITTING IS SEEN OR HEARD, PRE—DRILL WITH A 32" DRILL BIT. (1) FINSTALL LAG BOLT WITH ALT. OPTION FOR FULL LENGTH MEMBERS ONLY— FASTEN N SIDE MEMBER TO (E) ROOF DECKING V (2) � ( ) ' 5/16" DIA STAINLESS (5) (5) SA WASHER. (E) RAFTER W/ 10d (IF 2—PLY) OR 16d FROM EACH SIDE (IF 3—PLY) COMMON STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH NAILS AT 6" O.C. ALONG SPAN. WITH SEALING WASHER (6) BOLT & WASHERS. • SISTER ALL RAFTERS ON THIS MP SECTION INTO WHICH THE ARRAY IS LAGGED (2-1/2" EMBED, MIN) (E) RAFTER 1 STANDOFF CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 6 9 9 O O PREMISE OWNER: DESCRIPTION: DESIGN: � CONTAINED SHALL NOT BE USED FOR THE KIJAK, RICHARD KIJAK RESIDENCE Aditya Vichare 101_ SolarCity.BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 0� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 62 ASHLEY DR 6.12 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: CENTERVILLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive, Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (24) TRINA SOLAR # TSM-255PA05.18 PACE NAME SHEET: REN DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY,INC. SOLAREDGE SE5000A—USOOOSNR2 (508) 428-5218 STRUCTURAL VIEWS PV 4 12/22/2014 (888)-SOL-CITY(765-2489) www.solarcity.com 6" END SIMPSON SDW 22300 WOOD SCREWS (E) RAFTER DISTANCE (E) WALL OR (N) SISTER MEMBER CENTERED (E) RIDGE BOARD 6" --16" O.C. TYP.---;,r (E) 2x8 RAFTER SUPPORT BELOW BETWEEN SUPPORTS OR SUPPORT BELOW 2%4" — — — --------SEE MP SIDE VIEW FOR REQUIRED LENGTH SIMPSON SDW WOOD SCREWS (N) 2x6 SIDE MEMBER D2 D2 MIR TOP VIEW OF PARTIAL LENGTH SISTER 2x6 END FASTENER GROUPING Scale: 3/4 —1-0 D2 Scale: 1"=1'_0" STAMPED &-SIGNED FOR STRUCTURAL ONLY . 51521 .TOMAN ` Dig1 Ily igned as Toman at 014.12.22 " . 9:30-07'00' Exp 2016,©9-30` TEMPORARY PERMIT' 11MASSACHUSETTS 2014- 97-PE. CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-026699 00 KIJAK .RICHARD KIJAK RESIDENCE Aditya Vichore • BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ' �:;,SO�arClty NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 62 ASHLEY DR 6.12 KW PV ARRAY . PART IZ OTHERS OUTSIDE THE RECIPIENTS MODULE CENTERVILLE -MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE (24) TRINA SOLAR # TSM-255PAO5.18 24 St.Math DrIM Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ,1 q PAGE NAME SHEET. REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. INVERTER 508 428-52 18 PV 5 12 22 2014 T: (650)631-1028 F: (650)638-1029 SOLAREDGE SE5000A—USOOOSNR2 ) STRUCTURAL VIEWS / / (888)—SOL—CITY 765-2489) www.solarcitycom UPLIFT CALCULATIONS SEE SEPARATE PACKET FOR STRUCTURAL CALCULATIONS. CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 6 9 9 00 PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE KIJAK, RICHARD KIJAK RESIDENCE Aditya Vichare ;:So�arCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 62 ASHLEY DR 6.12 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S [MODULES: CENTERVILLE MA 02632 ORGANIZA710N, EXCEPT IN CONNECTION WITH24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (24) TRINA SOLAR # TSM-255PA05.18 PACE NAME SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE5000A—USOOOSNR2 (508) 428-5218 UPLIFT CALCULATIONS PV 6 12/22/2014 (888)—SOL-CITY(765-2489) www.solarcity.cam 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 #SE5000A-USOOOSNR7 LABEL: A =(24)TRINA SOLAR# TSM-255PA05.18 GEN #158572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:43 944 199 Tie-In: Supply Side Connection Inverter; 50 0W, 240V, 97.5�; w Unifed Disco and ZB,RGM,AFCI PV Module; 5W, 232.2W PTC, 40MM, Black Frame, MC4, ZEP Enabled ELEC 1136 MR Overhead Service Entrance INV 2 ? Voc: 37.7 Vpmax: 30.5 INV 3 i Isc AND Imp ARE SHOWN,IN THE-DC STRINGS IDENTIFIER ' �E 100A MAIN SERVICE PANEL SolarCity E; 10OA/2P MAIN CIRCUIT BREAKER CUTLER-HAMMER _ E TLER-HAMMER Inverter 1. O WIRING , Disconnect CUTLER-HAMMER 4 A > 100A/2P 6 - Disconnect s SOLAREDGE - DC+ - - SE5000A-USOOOSNR2 Dc- MP 3,MP 2: lx1 B 30A C ------------------- II - ------- - • / 1 (E) LOADS GND - - !-- ---- GND - ----------------------- - - GECI --TN pG DC+ MP 3,MP 2: lx1 F r-----i . . C -- - F --.---•------ - N I ` .. • - - _ (1)Conduit Kit; 3/4"'EMT - - EaCIGELC - ' - GEC TO 120/240V SINGLE PHASE UTILITY SERVICE ' PHOTO VOLTAIC SYSTEM EQUIPPED WITH,RAPID SHUTDOWN _ r • I Voc* = MAX VOC AT MIN TEMP s OI (2)Ground Rod; 5/8' x 8% Copper 6 (1)CUTLER-HAMMER 40 a NR8 /�� A (1)SolarCit 4 STRING JUNCTION BOX D� -(2)ILSCO g IPC 4/0-$6 Disconnect; 60A, 240Vac, Fusible, NEMA 3R A 2x2 S��GS, UNFUSED, GROUNDED Insulation Piercing Connector, Main 4/0-4, Tap 6-14_ �) , S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE C (1)CUTLER-HAMMER DG221UR8 - P V k4)SOLAREDGE�300er, 30OZS Disconnect; 30A, 24OVOC, Non-Fusible, NEMA 3R PowerBox ptimizer, 300W, H4, DC to DC, ZEP AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. -(1)CUr R-tIAMMER #DG030NB Grounds eutral Kit; 30A, General Duty.(DG) 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 , (1)AWG $6, 7HWN-2, Black (I)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 © (1)AWG #6, 1HWN-2, Red O 14F (1)AWG 10, 1HWN-2, Red O (1)AWG#10, THWN-2, Red Vmp '=350 VDC Imp=8.63 ADC O (1)AWG #6, Solid Bare Copper' EGC Vmp =350 VDC Imp=8.63 ADC (1)AWG #6, THWN-2, White NEUTRAL Vmp =240 VAC' Imp=20.83 AAC LPL(1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=20.83AAC (1)AWG$1.0, THWN-2, Green EGC . . . . . . (1)AWG#6,.Solid Bare.Copper. GEC. . . .-(1)Conduit.Kit;.3/4'_EMT. .. . . . . . . . . . . .. .-(1)AWG#8,.THWN-2,.Green , . EGC/GEC.-(1)Conduit,Kit;.3/47.EMT. . . .._.. . _ .. N (1)AWG#10, THWN-2, Black Voc 500 VDC Isc =15 ' 'ADC w (2)AWG #10, PV WIRE, Black Voc =500 VDC Isc =15 ADC ®�(1)AWG#10. THWN-2, Red Vmp =350 VDC Imp=8.63 1ADC. O (1)AWG 0, Solid Bare Copper EGC Vmp' =350 VDC Imp=8.63 ADC (1)AWG#10, THWN-2,.Green. . EGC LJ . . . . . . . . . . .. . . . . . . . . .. . . .. . . . . . . ._ . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: " CONTAINED SHALL NOT BE USED FOR THE JB-026699 00 KIJAK, RICHARD KIJAK RESIDENCE Aditya Vicharein BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �I► SO�a�C�ty NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 62 ASHLEY DR 6.12'KW PV ARRAY . PART TO OTHERS OUTSIDE THE RECIPIENTS MODuIEs CENTERVILLE MA 02632 ORGANIZATION, EXCEPT IN CONNECTION WITH ' THE SALE AND USE OF THE RESPECTIVE (24) TRINA SOLAR # TSM-255PA05.18 SHEET REV DATE. 52 24 St. Martin Drive,Building-2.Marlborough,MA 0172,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: G PAGE NAME T: (650)638-1028 F: (650)636-1029 PERMISSION of SOLARCITY INC. SOLAREDGE SE5000A-USOOOSNR2 (508) 428-5218 THREE LINE DIAGRAM PV 7 12/22/2014 1 (888)-SOL-GTY(765-2489) www.solarcitycorn Label Location: Label Location: Label Location: �•' 0 0 0 •0 0 (C)(CB) e (AC)(POI) o (DC) (INV) Per Code: _ _ Per Code: _ Per Code: NEC 690.31.G.3 eo 0 o e n ° NEC 690.17.E ° ° e- •e• ° NEC 690.35(F) Label Location: oQ` :o ° TO BE USED WHEN O O O D (DC) (INV) o•° ° - ° -o ° ° • ° • INVERTER IS D O Per Code: - UNGROUNDED NEC 69 .14.C.2 0 Label Location: ' Label Location: a (POI) .° (DC) (INV) Per Code: 'e Per Code: o - ° o- NEC 690.64.B.7 ` -o '° NEC 690.53 be o 0 o � o o- Label Location: (POI) Label Location: ° ° Per Code: e (DC)(CB) •-° °e o e e e NEC 690.17.4; NEC 690.54 Per Code: - o NEC 690.17(4) :o o o•° ° ° o -o o • e• os e- � Q e-,�• el n Label Location: o fnl1� (DC) (INV) Label Location: Llll�J Per Code: nl.'-'J U Ul"JLI�J (D) (POI) y ° •-° NEC 690.5(C) Per Code: o- -o ° ° ° - o-o o®-• ° NEC690.64.B.4 ° • ° ° Label Location: Label Location: . p (POI) (AC) (POI) . -e - e -M Per Code: (AC): AC Disconnect Per Code: eo ° .o -o NEC 690.64.B.4 (C): Conduit D O NEC 690.14.C.2 e e e (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: (INV): Inverter With Integrated DC Disconnect 4 (AC) (POI) (LC): Load Center °- - Per Code: (M): Utility Meter CI NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL- THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR •..p OF C®C®O® THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED S�1�A IN WHOLE OR IN,PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, T,Mull SC Label Set •'', SolarCrt o EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE OLMM SOLARCITY EQUIPMENT. WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. i e , SolarCity SleekMountT"" Comp y. . SolarCity SleekMountT, - Comp 1.:1 t - , ..---- r The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed: """ _ ""` Instahation Instructions is optimized to achieve superior strength and Zep CompatibleT"'modules r "~� , -aesthetics while minimizing roof disruption and ti �y % 1O Drill Pilot Hole of Proper Diameter for • Interlock and 9system1 rou 9 ndin devices in UL labor.The elimination of visible rail ends and r � Fastener Size Per NDS Section 1.1.3.2 , ' s listed to UL 2703 _ - r mounting clamps,combined with the addition 9 P ' 2 with roofing I of array trim and a lower profile all contribute •Interlock and Ground Zep ETL listed to UL 1703 Seal pilot hole o g sealant . y as"Grounding and Bonding System" 9 Y 9 Insert Comp Mount flashing under upper 3 to a more visual) appealing system.SleekMount P 9 PP Y PP 9 Y utilizes ZepCompatible modules with � ��` layer of shingle P •Ground Zep UL and ETL listed to UL 467 as — -_ _ Y, 9 strengthened frames that attach directly to grounding device ® Place Comp Mount centered Zep Solar standoffs,effectively eliminating the a •Painted alvaniied water roof.flashin upon flashing need for rail and reducing the number of g P g standoffs required. In addition, composition .Anodized components for corrosion resistance O5 Install lag pursuarit to NDS Section 11.1.3 ` r shingles are not required to be cut for this' with sealing washer. f system,allowing for minimal roof disturbance. •Applicable for vent spanning functions *: © Secure Leveling Foot to the Comp Mount 4 usingmachine Screw - O7 ,Place module Components — — _ --- — - Q 5/16"Machine Screw Leveling Foot ®' ©C Lag Screw O Comp Mount x Q Comp Mount Flashing _ $ 6 /o� 0m , LISTED January 2013olarCi �® • TSM-PA05.18 TRINAMOUNT II WITH THE UNIVERSAL MODULE Mono Multi Solutions DIMENSIONS OF PV MODULE TSM-PA05.18 ELECTRICAL DATA C?STC TSM-240 TSM-245 TSM-250 TSM-255 TSM-260 PA05.18 PA05.18 PA05.18 PA05.18 PA05.18 - 941mm Peak Power Wafts-PMAx(Wp) 240 245 250 255 260 Power Output Tolerance-PMAx(%) 0/+3 0/+3 0/+3 0/+3 0/+3 Er ,UNCH01 - m Maximum Power Voltage-VMP(V) 29.7 30.2 30.3 30.5 30.7 o aox o nI Maximum Power Current IMrr(A) 8.10 8.13 8.27 8.36 - 8.47 NANVEUSM PAO V5 A 809 rurE y Open Circuit Voltage-Voc IV) 37.3 37.5 37.6 37.7 37.9 _ 4-95r11 i"slAuinc Wore " 'Short Circuit Current-Isc(A) 8.62 8.68 8.85 8.92 9.00 Module Efficiency qm(%) 14.7 15.0 15.3 1 15.6 11 15.9 THE TRINAMOUNT MODULE 3 3 STCArradiance 1000 W/m',Cell Temperature 25°C,Air Mass AM1.5 according to EN 60904-3. E Average efficiency reduction of 4.5%at 200 W/m'according to EN 60904-1. E 0 3 3 - ELECTRICAL DATA®NOCT TSM-240 TSM-245 TSM-250 TSM-255 TSM-26060 - PAOS.18 PA05.18 PA05.118 PA05.18 PA05.18 ', Maximum Power-PMAz(Wp) 174 178 181 184 188 CELLMaximum Power Voltage VMv IV) 26.6 26.8 27.0 27.2 .27.4 MULTICRYSTALLINE MODULE OUNNNG HOLE A A Maximum Power Current-I-(A) 6.55 j. 6.64 6.70 6.77 6.86 WITH TRINAMOUNT FRAME 4 `""'""°" Open Cilcuil vulluge(V)-Voc(V) 34.1 34.2 34.3 34.4 34.6 II r Short Circuit Current(A)-Isc(A) 7.04 7.10 7.25 _7.31 7.37 - - 812mm 180 NOCT:Irradiance at 800 W/m',Ambient Temperature 20°C,Wind Speed 1 m/s. 240-260W , F Back View - .. POWER OUTPUT RANGE MECHANICAL DATA Our most versitlle product 11 Solar cells - )Multicrystalline 156 x 156 mm(6 inches)- ` ;T { Compatible with all major BOS components and system r ® ! designs Cell orientation 60 cells(6 x 10) • „_-•% _ o Module dimensions 1650 x 992 x 40 mm(64.95 x 39.05 x 1.57 inches) . 15 I V 0 Weight 18.6 kg(41.0lbs) MAXIMUM EFFICIENCY Glass High transparency solar glass 3.2mm(0.13 inches) ----�� Backsheet White j One of the industry's most trusted modules •� ` Frame- Black Anodized Aluminium Alloy with Trinamouni Groove .;!. • Over 2 GW sold across all major global markets \ / • Field proven performance I-V CURVES OF PV MODULE TSM-245 PA05.18 J-Box IF 65 or IP 67 rated } --+ r ? ® 3 Q t �-_ � Cables Photovoltaic Technology cable 4.0 mm'(0.006 inches'), to.- 1100 mm(43.3 inches) POWER OUTPUT GUARANTEE 9.W toww/ Connector Original MC4 <-6.m Highly reliable due to stringent quality control 5. boowm As a leading global manufacturer , • Over 30 in-house tests (UV,TC,HF,and many more) 4.- 400w/m2 TEMPERATURE RATINGS MAXIMUM RATINGS , of next generation photovoltaic 1 • In-house testing goes well beyong certification requirements a. 20ow/m° Nominal Operating Cell 45°C(±2°C) Operational Temperature -40-+g5°C products,we believe close I - Temperature(NOCT) I cooperation with our partners Maximum System I000V DC(IEC)/ is critical to Success. With local 0.,0. 10.00� 20.°° 30.°° qOm - Temperature Coefficient of PMAx =0.43%/°C Voltage 600V DC(UL) presence around the globe,Trina is Temperature Coefficient of Voc -0.32%/°C Max Series Fuse Rating 15A , able to provide exceptional service Voltage(V) to each customer in each market Temperature Coefficient of Isc 0.047%/°c and supplement our innovative, {' Certified to withstand challenging environmental / reliable products with the backing \ conditions of Trina as a strong,bankable t 130 km/hr wind load (2400 Pa) WARRANTY partner. We are committed _ y • 900 kg snow load per module(5400 Pa) 10 year Product Workmanship warranty to building strategic,mutually beneficial collaboration with 25 year Linear Power warranty installers,developers;distributors (Please refer to product warranty for details) and other partners as the backbone of our shared success in CERTIFICATION R driving Smart Energy Together. LINEAR PERFORMANCE WARRANTY PACKAGING CONFIGURATION sa 10 Year Product Warranty-25 Year Linear Power Warranty I\"�} mot . , k" o spur Modules per box:24 pieces Trina Solar Limited _ - www.trinasolar.com - _ _ ! R� e. Modules per 40'container:672 pieces F F W00% i i� j(E I c �L us nv crepe 3 Additional . _ J usTED � N a °pal valve� 2 9o� °M Trina Sofor's 11nepr N a a rranl CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. peMPgTjoz _ y I J0r��L L^ ©2013 Trina Solar Limited.All rights reserved.Specifications included in this datasheet are subject to Iron-asolar 80� r _ :- " TY an-asolaI changewilhoutnotice. gSmart Energy Together Yeors15 20 25Smart Energy Together induttry standard Trina Solar - solar=oo :. solar=oo SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer g Module Add-On For North America o "•` P3Do P35D P4Do ^ � !. ., ' (for PV for 72-cell PV (for 96-cell PV - modules) modules) modules) - `INPUT :_.__- ( ( P300 / P350 / P400 �i�--�� Rated,nputDCPowe� 300 35D 4DD N/ ................................................. .. . Absolute Maximum Input Voltage(Voc at lowest temperature) 48 60 80 Vdc MPPT Operating Range ........$.:48......... ...........a.-.60 ........$.:BQ.............Vdc...................................................... ........... . . Maximum Short Circuit Current llsc) - 10 Adc - a. _ Maximum DC Input Current 12.5 Adc ............................................................................... .................................................................................................. - Maximum Efficiency 99.5 % -,.... Weighted EfficencY.._ ..... ..... 988.... .... ..e%..... Overvoltage Category II i OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) S ' Maximum Output Current 15 Adc - Maximum Output Voltage 1 60 Vdc / Oil i OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) ! Safety Output Voltage per Power Optimizer 1 Vdc t STANDARD COMPLIANCE 6 2 IEC61 FCC Part15 Class B IEC61000 000 6 3 Vru.".' .......................... ... . Safety..,. ........ ............................. .... ...................IEC62109 1(doss II safety)UL1741............... . -- RoHS Yes J tINSTALLATIONSPECIFICATIONS. Maximum Allowed Sym Voltage 1000 ste Vdc Dimens:ons(W x L x H) 141 x 212 x 40.5/5.55 x834 x 1.59 min/m .... .. ........................ ...................... .... weight!inducing cables) 950/2.1 gr/Ib ......................................................:.................... ..... .......... .... ......... ... .. .. ................... ... .. ..... ' - Input Connector MC4/Amphenol/Tyco ........... ................ ...... ................. .......... ................ ......... ... ........... •' Output Wue Type/Connector Double Insulated;Amphenol .,m�' �Tr` Output Wue Length ........ 0.95/3.0 ...........1.2/3.9.............. m/.ft - aA', ............g.................................................. .. .. .... ............... Operaon Temperature Range e -40-+85 -40-+185 'C F ... ..._ g....... ......... ..:...... .... .... ... ........ ........ ................................ .. ... .... - ..... Protection Ratin IP65/NEMA4 ' Relative Humidity 0-100 % ............................................................................... ............................................."pate .................................................... asu pw.e.onne moam..moawe er ep ao ssc po..e.roie.a�«ano�•ea. _. IPV SYSTEM DESIGN USING A.SOLAREDGE - THREEPHASE THREE PHASE - - r INVERTER SINGLE PHASE 208V 480V PV power optimization at the module-level Minimum String Length!Power Optimizers)` ................ . 8 10 18 ........................................ . ... — Up to 25%more energy Maximum String Length(Power Optimizers) 25 25 50 - .............................................. - 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 i — Next generation maintenance with module-level monitoring _ — Module-level voltage shutdown for installer and firefighter safety - - USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us im I i l =oo Single Phase Inveders for North America solarSE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ S 0 l a r 0 SE7600A-US/SE10000A US/SE11400A US SE3000A-US SE380OA-US I SE5000A-US SE6000A-US SE7600A-US SE10000A-US SE11400A-US' "T {OUTPUT SolarEd a Single Phase Inverters Nominal ACPower Output 3000 3800 5000 6000 7600 100 0@240V 11400 VA . 9 9 .......................p.................. ............... ........ ............ ............ .......... ........ ................. .. • *° '4- Max.AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 208V 12000 VA For North America .............. .545o@z40V. ................ ................ .>0950@?40�.......... ....... ......... AC Output Voltage Min:Nom:Max.* 183-208-229 Vac - - - SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US/ tputVolta-eMi ..-om.-....... ................ ............... ....... ....... ................ ................ .................................. ........... AC Output Voltage Min:Nom:Max.* SE760OA-US/SE10000A-US/SE1140OA-US 211-240-264Vac .. ...................................... ................ ............... ......... ....... ................ ................ .................................... ........... 7- 0-6 .5 Hz Mln:N m:Max.* 59.3 60 60.5 with HI count settin 5 6 0 AC FrequencY........�................. ................ ............... ...............�. .............ry. .....g.......... ....�................... ........... ........... Max Continuous Output Current..... .....12.5......I......16...... ..24@208V ......25.......L.....32.......I...48@240V L......42.5...... .. .A..... 21 @ 240V 42 GFDI ................................... 1 A .... .. " - Utility Monitoring,Islanding .. Protection,Country Configurable Yes _ pverte� _ Thresholds 5 �� IINPUT .... . -�. ._ 12 2 `^— Recommended Max.DC Power** (STC) 3750 4750 6250 7500 9500 12400 14250 W gWarrani`1 - ................ .................................. ......... _-- _�,,,,.,,� R Transformer less,Ungrounded Yes . '4,�'+»•»,,,,.,n� - Max.Input Voltage 500 Vdc ... x:.In ....ot g... .... .. .... ..... .......................................... ............................................................................... .......... yb Nom.DC Input Voltage , , .,.,-.,..--325@208V/350@240V. ., .,., ,,,,,.., .--........... .Vdc... .... ..........I. ........... .. .. . .. .... 16.5 208V 33 208V r Max Input Current * 9.5 13 18 23 34.5. Adc al @.240V.. Max.In ut Short Circuit Current 3 0 45 Adc dtr� .........P................. ............. ..... .... ........................................................ .................................:.................... ........... p' Reverse Polarity Protection Yes 4 ,, ................... ........................................................................................................................ . ........... .._"'"- �, Ground,Fault Isolation Detection.... .. -, -. .- ..... .- .,.-, -- 600ku Sensitivity.... ......... ... .-„ .. -.. u r� Maximum Inverter......ncY.......... .....97:�...... .....95:2..... ......98:3...... .....98:3...... ......9........ ........ 98........ ....... - - - ' - 97.5 @ 208V 97 @ 208V I CEC Weighted Effiaency 97.5 98 97.5 97.5 97.5 % . 98 @ 240V 97,5 @,240V.................... Nightti me Power Consumption <2.5 <4 W - I" ADDITIONAL FEATURES I ---� f Supported Communication Interfaces RS485,RS232,Ethernet,ZigBee(optional) f.. ,r. 1 - Revenue Grade Data,ANSI C12.1 Optional 'a? 'STANDARD COMPLIANCE I -, - Safe[y--------------- UL1741 UL16998,.UL1998 CSA 22.2.- ,„ ..... .......-.--.....--..---_.-- ........... ................... ................... ..................... Grid Connection Standards IEEE1547 - .......................................... ............................................. ..... ....P-,.. --- Emissions FCC art15 class B + $, INSTALLATION SPECIFICATIONS I �•+�.. .� AC output conduit size/AWG range 3/4"minimum/24-6 AWG 3/4"minimum/8 3 AWG........... ......... I ........................ ... ... ................. .. r DC input conduit size/#of strings/ .ri s/24 .... . ... ... ...3/4"mini ..............strings /........-...... .. .. 3/4"minimum/1 2 strings/24 6 AWG 3/4"minimum/1-2 strings/14 6 AWG AWG range Dimensions with AC/DC Safety 30.5 x 12.5 x 7/ 30.5 x 12.5 x 7.5/ in/ 30.5x12.5x10.5/775x315x260 li i! Switch(HxWxD)....................... ........775 x 315 x 172 ...... ........775 x 315 x 191. ...... .... ... ............................................. ...mm.... .t-,„, ,.„ ., ., Weight with AC/DC Safety Switch 51 2/23.2 54 7/24.7 88.4/40.1 lb/kg - ..... .. ..... ....... .................... ................................ .... ..... . ................. .......................... .......................... .... .. ... Cooling Natural Convection. Fans(user replaceable) Noise <25 .,. .. ., <50 dBA The best choice for SolarEdoe enabled systems -peratin.Temp rater ... ...... ........ ......................... .......... .. . .g Y 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%) Protection Rating NEMA 3R .. .................. ............. .. . -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 hightemperature is above 77'F/25'C and to 135%for locations where it is below 77'F/25'C. For detailed information,refer to Built-in module-level monitoring ".'A higher current source may be used;the inverter will limit its input current to the values stated. "CAN P/Ns are eligible for the Ontario FIT and micmflT(mi roFIT exc.SE11400A-US-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 ; sunsr � ID USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL WWW.SOIaredge.US "