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HomeMy WebLinkAbout0020 STANLEY PLACE z(� ��� ��� ��C � r� - ff TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map-. Parcel eV-'r Application # d/S 0 91S 1 Health Division Date Issued -17-1 POC Conservation Division Application Fee Planning Dept. Permit Fee 06 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address Village 2�y AMNe.s Owner Address o?O,SXiLy Telephone ;V7 A3400 Permit Request/6.D94L -TOLAA E1Wr*.#G EMI&I m,J ROOF OF wrc 4!14,4v QPga& _% 4e ASS i�JEO�f�P�'iM,i�S/6N 7a. JNTr/?CDVVAA VZ1> w/�io yr GL�C�roC�t f.fvsJ�arr� j 3 Square feet: 1 st floor: existing— proposed 2nd floor: existing proposed — Total new -- Zoning District R3 Flood Plain Groundwater Overlay — Project Valuation a?49000.00 Construction Type Lot Size Grandfathered: ❑Yes/A Mu If yes, attach supporting documentation. Dwelling Type: Single Family )W Two Family ❑ Multi-Family (# units) Age of Existing Structure rd Historic House: ❑Yes�41\lo On Old King's Highway: ❑Yes'4No Basement Type: ❑ FuM-- )Wawi- ❑Walkout ❑ Other Basement Finished Area (sqft)i 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: -GIl­GaW4LJ Chit ❑ Electric ❑ Other Central Air: GI-YiWA LiNo Fireplaces: Existing -- New -" Existing wood/coal stove: Q S4 LJ-No Detached garage: ❑ existiczcy now size_Pool: ❑ exis*04 ] rmw size _ Barn: ❑ exietir04b mw size_ a Attached garage: ❑ existirVAJ n`ew size _Shed: ❑-exg"❑ new size = Other Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ -_ F Commercial ❑Yes XNo If yes, site plan review# w Current Use Proposed Use All t.�s-ram :.M APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �lls Telephone Number Address Q1"141791 n License # es 107463 �0,-&J&u Juiq Home Improvement Contractor# L60S71-Z-o Email WlAictwn ,m Corn Worker's Compensation # 4JA76b���6.Z6S0�� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO a. SIGNATURE DATE FOR-OFFICIAL USE ONLY APPLICATION# DATE ISSUED i 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. '' DocuSign Envelope ID:OB247868-7EDA-43D2-A466-4E69EF05BO5B S 01arCity. Power Purchase Agreement, Here are the key terms of your SolarCity Power Purchase Agreement Date: 1/22/2015 r s y o fi 12:�50 it � .O ears 411 System installation cost Electricity rate per kWh Agreement term �ppOur Promises to You d •A' f Y 1" k 'eft' 'E :S'f • We insure,maintain;'and repair the System{including the inverter)at no additional cost to you,as specified in the agreement. • We provide 24f7 web-enabled monitoring at no additional cost to you,as specified in the agreement. • We warranty your roof against leaks and.restore your roof at the end of the agreement,as specified in the agreement. • The rate you pay for electricity,exclusive'of taxes,will never,increase by more than 2.90%per year: 1,71 • The pricing in this PPA is-valid for 30.days after 1/22/2015;�.a = , • 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. Estimated First Year Production 12,758 kWh Customer's Name & Service Address Exactly as it appears on the utility bill Customer Name and Address Customer Name Installation Location Sheridan Carey 20 Stanley PI 20 Stanley PI Hyannis, MA 02601 Hyannis, MA 02601 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. EW'WAY, SAN MATEO,•CA'9440� -888.SOL.CITY I .888.765.N89 SOLARCITY.COM F o0a5 CL�ARVI e MA HIC 168572/EL-1136MR Document Generated on 1/22/2015, ❑N *t❑� 519907 ''ti DocuSign Envelope ID:OB2478687EDA-43D2-A466-4E69EF05BO5B 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:Sheridan Carey EXPLANATION OF THIS RIGHT. Doausigned by: 24.ADDITIONAL RIGHTS TO CANCEL. Signature: ( Stir�.la„ edly 11 DDE1F6237EC9M... IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL THIS PPA UNDER SECTION 22,YOU MAY ALSO CANCEL Date: 1/22/20115, THIS PPA AT NO COST AT ANY TIME PRIOR TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. 25. Pricing The pricing in this PPA is valid for 30 days after 1/22/2015. If you Customer's Name: don't sign this PPA and return it to us on or prior to 30 days after 1/22/2015,SolarCity reserves the right to reject this PPA unless Signature: you agree to our then current pricing. Date: SolarCit v Power Purchase Agreement SOLARCiTY APPROVED Signature: LYNDON RIVE, CEO (PPA) Power Purchase Agreement 'Solarc Date: 1/22/2015 0 E Solar Power Purchase Agreement version 8.3.0 519907 I I ='i d'1 J SolarCK .a V OWNER AUTHORIZATION Job#: 026807 Property Address: 20 Stanley Place, Hyannis,MA 02601 I Sheridan Carey as Owner of the subject property hereby authorize`.SOLARCITY CORPORATION to act on my behalf, in all matters relative to work authorized by this building permit application. Si nature of Owner: e: SOLARCITY.COM Q f0c CA W.Mi04,00EC(9 fCrIfiC0=7WDZ012S3XDCgTt1014$f CC404S8S.HICr-m70vAHdC711fwzmAe6iix ri,mownmg4a. W N A3KJ61341iG81lAl OD�34F 301`732700 On C9t8049N058?/M1102,M HICPA0 rM$,7X r:CU M NVAS0LARV21QGVS0.ARC MP.62014 WLAgcnY OMPOPATIO.AL. RIGHM AeSER/E0. r Office of Consumer Affai< and business REgulation 10 Park Plaza Suite 5170 {' » Boston, Massachusetts 02116 Home lmprovement.Contractor Registration Registration: 168572 Type: Supplement Card SOLAR CITY CORPORATION Expiration: 3/6/2017 CRAIG ELLS 3055 CLEARVIEW WAY - -- SAN MATEO, CA 94402 _. Update Address and return card.Mark reason for change. Address l2encwnl Employment host Gard DVS-CAI %I ' !A-0+x74-Q161�iff ' orrice,or Consumer Affairs&Business Regulation License or registration valid for individul use only „HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to; Office of Consumer Affairs and Business Regulation a " Registration: 168572 Type: 10 Park Plaza-Suite 5170 Expiration: 3/8/2017 Supplement Card Boston.MA 02116 SOLAR CITY CORPORATION CRAIG ELLS 24 ST MARTIN STREET BLO 211N1d• FAAALBOROUGH,MA 01752 Undersecretary Not vali without signature. R3"carc+®fib SI�IEJi�f1 ,R�+t4itit �� tI .tl .1 ty s .it u SimidlFtl ��:t►�,ttti4�h.�'�tt1�t•t�q#.it it C41 4e'CS-107663 ' CRAIG ELLS 206 BAKER STREET Keene NH 03431 r 08/29/2017 x �J1G' �JrlJ' J�C..�yl:t<J�Gf�liI � Office?of Consumer Affairs: .nd CJBusiness Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration _ Registration: 168572 a Type: Supplement Card SOLAR CITY CORPORATION `=� Expiration: 3/8[2017 NILA MILLER -�-- 3055 CLEARVIEW WAY }' SAN MATEO, CA 94402 Y Update Address and return card.Mark reason for change. SCA 1 0 20M-06111 Address E Renewal J Employment ❑,Lost Card i �-—Oflice of Consumer Affairs&Business Regulation License or registration valid for individul use only 1 before the expiration date. If found return to: `OME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation Registration: 166572 Type: 10 Park Plaza-Suite 5170' Expiration: 318/2017 Supplement:;ard Boston,MA 02116 SOLAR CITY CORPORATION 1 NILA MILLER 24 ST MARTIN STREET BLO 2UNI ��-�- ;t.t _ KlAkLBOROUGH,MA 01752 Undersecretary Not valid without signature M . i a a The Commonwealth of Massachusetts Department of Industrial Accidents 1 Congress Street,Suite 100 < Boston,MA 02114-2017 , wwwmass gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (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 hox: Type of project(required): 1.®1 am a employer with 9000 employees(full and/or part-lime):° 7. El New construction. 213 1 am a sole proprietor or partnership and have no employees working'for in $, Remodeling any capacity.[No workers'comp.insurance required.] 3.[]1 am a homeowner doing all work myself.[No workers'comp.insurance required.]'* 9. 0 Demolition Q 4.�1 am a homeowner and will be hiring contractors to conduct a!1�yorl:on my property. I will 10 Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.a Electrical repairs or additions proprietors with no employees. 12. Plumbing repairs or additions 5.C]i am a general contractor and I have hired the sub-contractors listed on the attached sheet. These sub-contractors have`employees and have workers'comp.insurance3 13.❑Roof repairs 6Q We are a corporation and its officers have exercised their right of exemption per MGL c. 14•.❑X Other solar panels. 152,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. +Homeowners who submit this affidavit iuditdting they am doing all work said then hire outside contractors must submit:a new affidavit indicating such. iContractors that check this box must attached an additional sheet showingthe name of the sub-contractors grid state whether or not those entities have employees. if the sub-contractors have employees,they must provide their workers'comp.policy number. 1 and an employer that is providing workers''compensadon insurance for my employees. Below is the policy and job site information. Insurance Company Name: Liberty Mutual Insurance Company Policy#or Self-ins.Lie.#:: WA766DO66265024 Expiration Date:, 9/01/2015 .fob Site Address: 20 Stanley Place �it;�/�tate!Lip: Barnstable,MA Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). . Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator.A copy_ of this statement may be forwarded to the Office of Investigations of the DIA for insurance _ coverage verification. - 1 do hereby certify unnddor the panne and penalties of perjury that the information provided above is true and correct Si hue: = y �� C Date: 4/9/2015 Phone#: 781-816-7489 - Oyficial'use only. Do not write in this area,to be completed by city or town offleiaL City or Town: Perm_it/License# Issuing Authority-(circle one): I..Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical'Inspector S.Plumbing Inspector 6.Other: Contact Person: Phone#• , . a Al CERTIFICATE OF LIABILITY INSURANCE DATE12014 /YYYY) � 08129,2(1,4 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 NAMEPHONE FAX 345 CALIFORNIA STREET,SUITE 1300 (A&No,Ext AIC No): CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRESS` INSURER(S)AFFORDING COVERAGE NAIC# 998301-STND-GAWUE-14-15 INSURER A:Liberty Mutual Fire Insurance Company 16586 INSURED Ph(650)9635100 INSURER B:Liberty Insurance Corporation 42404 SolarCity Corporation INSURER C:N/A N/A 3055 Clearview Way San Mateo,CA 94402 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: SEA-002440269-02 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 ADOLSUOR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MM(DD M LIMA A GENERAL LIABILITY TB2-661-066265-014 09/01/2014 09/01/2015 CURRENCE $ 1,000,000 EACH OC X COMMERCIAL GENERALLIABILrfY PREMISES Ea ocanence $ 100.000 CLAIMS-MADE a OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,0W,000 X1 POLICY X PRO LOC DeducM $ 25,000 A AUTOMOBILE LIABILITY AS2-661-066265-044 09/01/2014 09101/2015 (CEO acddeM MBINED SINGLE uMIT_ 1,000,000 _ X ANY AUTO BODILY INJURY(Per person) $ ALL OSMED SCHEDULED BODILY INJURY(Per accident) $ NON-OWNED PPReOPE DAMAGE $ AUTOS X HIREDAUTOS X AUTOS X Phys.Damage COMP/COLL DED: $ $1,000/$1,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE - AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WA7-66D-066265-024 W10/2014 09101/2015 X WC STATU- OTH- AND EMPLOYERS'LIABILITY B ANY PROPRIETORIPARTNERIEXECUTIVE YIN WC7 661 066265-034(WI) 09/01/2014 O9/O1/2015 E. EACH ACCIDENT $ 1,000,000 B OFFICER/MEMBER EXCLUDED? N I A (Mandatory In NH) WC DEDUCTIBLE:$350,009 E.L.DISEASE-EA EMPLOYEd$ 1,000,000 It Yes,describe under 1,000,000DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,N more space is required) Evidence of Insurance. CERTIFICATE HOLDER CANCELLATION SolarCity Corporation SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 3055 Gearview Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORQED REPRESENTATIVE of Marsh Risk&Insurance Services Charles Marmolejo 01988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD Version #42.2 olarcity March 18, 2015 H OF Project/Job# 026807 RE: CERTIFICATION LETTER g N G o Project: Carey Residence IViL 20 Stanley PI 1 Q Hyannis, MA 02601 /S E To Whom It May Concern, NAL 03/18/2015 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 - MP1: Roof DL = 11 psf, Roof LL/SL = 21 psf(Non-PV Areas), Roof LL/SL= 12.9 psf(PV Areas) - MP2: Roof DL= 11 psf, Roof LL/SL = 21 psf(Non-PV Areas), Roof LL/SL= 12.9 psf(PV Areas) - MP3: Roof DL= 11 psf, Roof LL/SL = 21 psf(Non-PV Areas), Roof LL/SL= 12.9 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.18757 <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 signedfby Nick Gordon Main: 888:765.2489 Date:2015.03.1'8 21_37:14-07'00' email: ngordon@solarcity.com 3055 Clearview Way 'San Mateo,CA 94402 T(650)638-1628 (888)SOL-CITY F(650)638-1029 solarcity.com Az ROC 243771,CA CSLB 888104,00 EC S041,CT HIC 0632778,1�C H10,,71'10148%DC Y116 7110'1488.HI CT20770.MA H1C 186572,Mp MHIO 126648.NJ 13VH06160600. OR GCB'180408,PR 077343,Tr TOLR 27006,WA GCL:'SOLARO'Ql9i37,O 2013 Sole,oty.AG it0hts reserved, I 03.18.2015 Version#42.2 ���� � PV System Structural A.SolarCit y Software Design Soware PROJECT INFORMATION &TABLE OF CONTENTS Project Name. aCareyResidence. AHJ:. - ,,Barnstable Job Number: 026807 Building Code: MA Res.Code, 8th Edition Customer Name: _ Carey;_Sheridan _i - ._Based On ww: =,IRC 2009/IBC 2009 Address: 20 Stanley PI ASCE Code: ASCE 7-05 _ ___City/State: Hyannis,_ MA�-' Risk Category_ II Zip Code 02601 Upgrades Req'd? No Latitude/ Longitude 41.641893 70.280404 '�TStamp Req'd? 'T` Yes SC Office: Cape Cod PV Designer: David Lopez Calculations: I'` R an'AtwelF EOR. .x: "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= 0.18757 < 0.4g and Seismic Design Category(SDQ = B < D 1 2-MILE VICINITY MAP • r .. • 46 A _ _ . - t. a I I W ej�-N IS, C,ornmonwealth of Massachusetts EOEAN USDA Farm.S6rvice Agency 20 Stanley PI, Hyannis, MA 02601 Latitude:41.641893,Longitude: -70.280404, Exposure Category:C i STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER-CHECK MPi Member Properties Summary MPl Horizontal Member Spans Rafter Pro erties Overhana 0.99 ft Actual W 1.50" Roofs stem Pro erties r tAlS an=1, rk 3A., �11.55=ft , -%,` Actual D 9.25" : Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Materials '" <T " "VcCom 'Roof . ' 'S an 3' ., k :.� VA-w., Z 4 y 13.88 in.A2= Re-Roof No San 4 S. 21.39 in.A3 PI . ood Sheathing ;Yes =n 24, ` S an S IV— �, .� 'R7B .r09 11� M 98.931n.A4 Board Sheathing None Total Span 12.54 ft TL Defl'n Limit 120 " " °Wood'Species" �- SPF Vaulted Ceiling "` =`" "`No •"�" `� 'PV 1'StarE'" `�`0.67`ft Ceiling Finish 1 2"Gypsum Board PV 1 End 10.75 ft Wood Grade #2 Rafter Sloe _300 -; PV 2 Start , ":f x F r. 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing Full PV 3 Start °: r' �E _ 1400000 psi Sot Lat Bracing At Supports PV 3 End Emig 510000 psi Member Loading mary Roof Pitch 7 12 Initial Pitch Ad'ust Non-PV Areas PV Areas Roof Dead Load DL 11.0 7 x 1.15 12.7 psf 12.7 psf PV Dead Load ,:. o- ti. PV-DV A�.3.0-sf,ifi$,, x-1.15 i,&�_ ..H ,� � ._ 3.5 sf d. Roof Live Load. RLL 20.0 psf x 0.85 17.0 psf Live/Snow Load * LLB SL1;2 30.0` sf x 0:7. #z!0.43t .21:0 sf -: 12.9: sf Total Load(Governing LG TL 33.7 psf 29.1 sf Notes: 1. ps= Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(Ct)(IS)p9; Ce=Ct=IS=1.0; Member Design Summary (per NDS Governing Load Comb CD CL + CL - CF . Cr D+ S 1.15 1.00 0.39 1 1.1 1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Shear Stress 22 psi 1.0 ft. 155 psi 0.14 Bending + Stress 359 psi 6.8 ft. 1273 psi 0.28 ". Governs Bendin - Stress -12 psi 1.0 ft. -502 psi 0.02 Total Load Deflection 0.15 in. I L 1084 J-1 6.8 ft. -. 1.33 in. 1.11120 0.111 f t LOAD ITEMIZATION - MP1 PV System Load PV Module Weight(psf) 2.5 psf .Hardware Assei bly Wei-ht s - - "��._ �=w. 6 - �:. ;; � , .�. ,°`" ':-,. 70.5 s-"f -. PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description MPl Existin Roofin `Material 4 . r Gom Roof 9. 9: . _ _ p (_2FLayers)�"' . _ �5.0 psf Re-Roof No Underlayment mw Ro ofing - 0. Plywood Sheathing Yes 1.5 psf Board'Sheathing k None _ " -- Rafter Size and Spacing 2 x 10 @ 16 in. O.C. 2.9 psf ' 'Vaulted Ceiling _ ` _ _ �- � �N-_� � _ __ Miscellaneous Miscellaneous Items 1.1 psf Total Roof Dead Load 11 sf. MP1 11.0 Psf Reduced Roof LL Non-PV Areas .Value ASCE 7-05 Roof Live Load L° 20.0 psf Table 4-1 Member Tributary Area__ __ A� < 200 sf, Roof Slope 7/12 Tributary Area_Reduction _R 1 Section.4.9 Sloped Roof Reduction R2 0.85 Section 4.9 Reduced Roof Live Load Lr I Lr= L.(RI)(R2) Equation 4-2 Reduced Roof Live Load Lr 17 psf(MPI) 17.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow`Load Reductions Allovved? Yes Effective Roof Slope 300 Horiz Distance from Eve to,Ridge 1N' ` 16.0 Snow Importance Factor IS 1.0 Table 1.5-2 PartialIy'Exposed . Snow Exposure Factor Ce 1.0 Table 7-2 All structures except as indicated otherwise Snow Thermal Factor � 1 0 Table 7-3 Minimum Flat Roof SnowaLoad,(w/ . Pf min . ; � .. q 'I Rai n-on;Snow.Surcharge) _ 21.0 psf 7.3.4&7.10 Flat Roof Snow Load pf pf= 0.7(Ce) (Ct) (I) pg; pf>_ pf-min Eq: 7.3-1 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding All Other Surfaces Roof CS °of 1.0 Figure 7-2 Design Roof Snow Load Over PS-roof= (CS-roof) Pf ASCE Eq: 7.4-1 SurroundingRoof Ps-roof 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS-PV Unobstructed Slippery Surfaces Figure 7-2 0.6 Design Snow Load Over PV PS_PV= (CS-PV) Pf ASCE Eq: 7.4-1 Modules PS P" 13.0 ipsf 43% CALCULATION--OF-DESIGN WIND_LOADS -M—pi— Mounting Plane Information Roofing Material Comp Roof PV System Type °< t , w� Sola—i:qR leekMounf,m ��: 777 Spanning Vents No Standoff Attachment Hardware Y'' . n. Com MFUFTVDFC Roof Slope 300 Rafter Spacing 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing X-X PurlinssOOnly L, . �LN Tile Reveal Tile Roofs Only NA Tile_`Atta_ch_ment S stem e . < Tile'Roofs'Onl_. NA, - `' Standin seam/Trap spacing SM Seam Onlv NA Wind Design Criteria Wind Design Code ASCE 7-05 WindDesign Method Partially/fsully Enclosed Methodrw;.x� . ". Basic Wind Speed V 110 mph Fig. 6 Expos_ure Category ;� ,C° _Section .5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h °25 ft I Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 TopographicFactor °.x ..w3~Krt "" .771.00 .° ;; _Section_6.5.7_ 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 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC a= 0.87 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC ) Equation 6-22 Wind Pressure U -23.6 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64 39" Max Allowable Cantilever '' ' p - Eandsca e 24", =_ Standoff Configuration Landscape Staggered Max Standoff Tributary.Area 74 16Triki' ' a 18sf y PV Assembly Dead Load W-PV 3 psf Net Wind.Uplift at Standoff Tsactual 386 lbs ' Uplift Capacity of Standoff,. T-allow 500 Ibs �- � Standoff Demand Ca aci i�,`°t.. 777775CR . 7 7 X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Max Allowable Cantilever: -Portrait _ _ 1711 DNA - Standoff Configuration Portrait Staggered _ Trib .Y =�22 sf Max Standoff Tributary Areal � ,- PV Assembly Dead Load W-PV 3 psf. Net WinddUUplift at Standoff K- T actual 1 483 Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity "`-=DCR 96:6% STRUCTURE ANALYSIS : LOADING SUMMARY AND MEMBER CHECK :AP2,'; Member Properties Summary MP2' Horizontal Member Spans Rafter Pro erties Overhang 0.99.ft Actual W 1.50" Roof System Properties San 1 14.42 ft Actual'D r 9.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A, 13.88 in.A2 Re-Roof No San 4 S. 21.39 in.A3 PI ood Sheathing Yes San 5 I a:.� 98.93 in 4 Board Sheathing None Total Span 15.41 ft TL Defl'n Limit 120 Vaulted Ceiling k. No : PV;1aStart wn t,`:_ 2.58 ft ,Wood Species' SPF Ceiling Finish 1 2"Gypsum Board PV 1 End 15.92 ft. Wood Grade #2 Rafter Sloe n: .rt, .;,, 300PV2 Start`.° ¢ _ ... . ,: F ?. rr 875 psi Rafter Spacing 16"O.C. PV 2 End F. 135 psi Topat Bracing _ "` i Full # PV,3 Start ' ',' "" '_. �`,.. :EWt , " 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 7 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 11.0 psf x 1.15 12.7 psf 12.7 psf PV Dead Load PV-DL 3.0 psf x 1.15 . ti 3.5 psf Roof Live Load RLL 20.0 psf x 0.85 17.0 psf Live/Snow Load 2. ; LL SL 1,2. x 0.7_ 1 x 0.43 ,, a 21�0, sf�. '. 12.9 psf Total Load(Governing LC TL T 7 33.7 psf 29.1 psf Notes: 1. ps= Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(Ct)(IS)p,; Ce=Ct=I,=1.0; Member Design Summary (per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1 1.15 1.00 1 0.32 1 1.1 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location -Capacitv DCR Shear Stress 29 psi 1.0 ft. 155 psi 0.19 Bending + Stress v 559 psi .1273 psi zd nz0.44 ; r Governs Bending - Stress -16 psi 1.0 ft. -404 psi 0.04 Total Load Deflection". �' &Wa% 60.36 in' L 557` :QV_�&2i ft.ZZT,1,� 1:67 in..I Ll 120. :` r 0 22 5A}'JG6 w LOAD ITEMIZATION - MP2 PV System Load PV Module Weight(psf) 2.5 psf Hardware Assembly Weight �, . n 7M 777 'T0.5 psf PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description MP2 Existing Roofing Material. �„„ �� Comp,Roof:: R _.., (2 Layers) : 5,0 psf Re-Roof No Underlayment �:s � " g Pap 0.5_psf Roofin er Plywood Sheathing_ Yes 1.5 psf Board Sheathing =x . .... None = Rafter Size and Spacing 2 x 10 @.16 in.O.C. 2.9 psf Vaulted Ceiling w 177 7 Miscellaneous I Miscellaneous Items 1.1 psf Total Roof Dead Load 11 psf MP2 11.0 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load LO 20.0 psf Table 4-1 Memb 200,sf. #' s Roof Slope 7/12 Tributary Area Reduction "`. =1. Section 4.9 Sloped Roof Reduction Rz 0.85 Section 4.9 Reduced`Roof Live"Load 4:= ' Lr-t' F ;L�-_Lo(R ) (Rz) F_ E nation 4=2 Reduced Roof Live Load Lr 17 psf MP2 17.0 Psf Reduced Ground/Roof Live/Snow Loads `` Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? __ V Yes Effective Roof Slope 300 I _Horiz.Distance from_Eve to.Ridge.- Wes. _ _ ;. 17:8 ft . Snow Importance Factor Is 1.0 Table 1.5-2 Snow Exposure Factor ' Ce Partialllxposed Table 7-2: t All structures except as indicated otherwise Snow Thermal Factor Ct 1.0 Table 7-3 Minimum Flat Roof Snow Load (w/1 , _ pf mmy' � `" '2 Opsf°� 7.3:4'&7.10 Rain-on-Snow Surcharge)______ 1' _ - Flat Roof Snow Load pf pf= 0.7(Ce) (Cr) (I) pg; pf>_ pf-min Eq: 7.3-1 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding All Other Surfaces Roof Cs-roof 1.0 Figure 7-2 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pf ASCE Eq: 7.4-1 ,SurroundingRoof Ps-roof 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over PV Modules Unobstructed Slippery Surfaces 2 7-Surface Condition of PV Modules CS_PV0.6 Figure - Design Snow Load Over PV Ps_P„ = (CS_PV)Pf ASCE Eq: 7.4-1 Modules PS-PV 13.0 Psf 43% CALCULATION_OF DESIGN—WIND LOADS-MP2 Mounting Plane Information Roofing Material Comp Roof 77 PV System TYPe , �1 .., T y SolarCity,SleekMountT'" k= Spanning Vents No Standoff Attachment'Hardware .t= " � .k '' Com Mount=T e C Roof Slope 300 Rafte Spacing_- rt r. 16"O.C. Framin Type Direction Y-Y Rafters Purlin Spacing X-X Purlins:Only 'NA Tile Reveal Tile Roofs-On y NA Tile Attachment System __ _ Nile Roofs Onlyy- NA - Standin Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Design Criteria .- Wind Design Code ASCE 7-05 Wind Oesion Method! -777 7, 7 Partially/Fully�Enclosed'M_ethod 7 Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category LL "e C _Section 6.6.3 Roof Style Gable Roof Fig.6-11B/C/D-i4A/B Mean Roof Height h 25 ft. Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor _ Kzr �" 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4� Importance Factor I TOTable 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient(Down)' 14i ,*,GC` `°` 4 W4 0 87 iv> 'W 1 Fig.6-11B/C/D-14A/B Design Wind Pressure P p = qh(GC ) Equation 6-22 Wind Pressure U -23.6 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable-Cantilever ` _L and apa 24" n NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area_ ,,_ Trib _..v PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff Tactual _ -386 ibs a .-- } � 2 .: ..: -- _ ,_. Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity. -ems_.._. :. DCR � �. . 77 3% 10. X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Standoff Configuration Portrait Sta ered Max Standoff Tributary Area . _ , Tnb ,." 22,sf: PV Assembly Dead Load W-PV 3 psf 3 ;. e; Net:Wind Uplift at Standoff;" r T=actual �; '� r.-483 Ibs` Uplift Capacity of Standoff T-allow 500 Ibs ; Standoff,Demand Ca aci "DCR``1770- °? STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK - MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Pro erties Overhang 0.99 ft Actual W 1.50" Roof System Pro erties San 1 13.14 ft Actual D 9.25" Number of S ans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 A "' 13.88 in.^2 Re-Roof No San 4 S, 21.39 in.^3 Plywood Sheathing - Yes' S�an 5`X I g= Board Sheathing None Total Span 14.13 ft TL Defl'n Limit 120 Vaulted Ceilin _ 'z ' #No ' PV 1 StartAz ,.0.92ft' Wood Species " SPF ` Ceiling Finish 1 2"Gypsum Board PV 1 End 10.92 ft Wood Grade #2 Rafter Sloe 'L- 30° ,. PV:2 Starts` 4, a; AA-4 w __ r_F �: V 875 psi Rafter Spacing 16"O.C. PV 2 End F. 135 psi Top Lat Bracing - Full PV 3 Start tiT_ E a, 1400000 psi Bot Lat Bracing At Supports PV 3 End Emin 510000 psi Member Loading mary Roof Pitch 7 12 Initial Pitch Adiust Non-PV Areas PV Areas Roof Dead Load DL 11.0 sf x 1.15 12.7 sf 12.7 sf ,$� , PV Dead Load' ° PV-DL' ' ` 30; sf " 'x 1 15 ", 15sf Roof Live Load RLL 26.0 psf x 0.85 17.0 psf Live/Snow Load { LL SLli2 30'.0 sf ""� f 3!03 � x-0.43 21.0 'sf.` 12.9 sf` - Total Load(Governing LC TL 1 33.7 Psf 29.1 Psf Notes: 1. ps= Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7,(Ce)(Ct)(Is)p9; Ce=Ct=Is=1.0; Member Design Summa (per NDS Governing Load Comb CD CL + CL - CF Cr D + S 1.15 1.00 0.35 1.1 1.15 Member Anal sis Results Summaryf Maximum Max Demand @ Location Capacity DCR Shear Stress 25 psi 1.0 ft. 155 psi 0.16. Bending + Stress <,472 psi 7.7 ft. 1273.0 0.37 t Governs Bending - Stress -12 psi 1.0 ft. -443 psi 0.03 Total Load Deflection 4, 0.25 in. I L 724 76 ft. "' 152 in.' ` 120 0.17.w t LOAD ITEMIZATION PV System Load PV Module Weight(psf) 11 2.5 psf Hardware Assembl Wei ht "'" 0 5 psf PV System Weight s 3.0 psf Roof Dead Load Material Load Roof Category Description MP3 Existing Roofing Material Comp ' °s ("2:Layers') 5.0 psf_ -_- Re-Roof No Underlaymen- ;�i . . F 7, 77 7 - ; Roofing Pap i 0.5 psf Plywood Sheathing Yes 1.5 psf Board,Sheathi g "w - �None Rafter Size and Spacing 11 2 x 10 @ 16 in. O.C. 2.9 psf Vaulted Ceiling No - Miscellaneous Miscellaneous Items 1.1 psf Total Roof Dead Load 11 sf MP3 11.0 Psf Reduced Roof LL Non-PV Areas Value ASCE 7-05 Roof Live Load La 20.0 psf Table 4-1 Member Trib_uta__ry Area _ _ At ,x - _ <-2_00 si" 1,14811 t., Roof Slope 7/12 Tributary Area Reduction` R_77 Section 4.9 Sloped Roof Reduction Rz 0.85Section 4.9 ,.� .; Reduced Roof Live Load`. - Lr '.: L�= Lb(Ri)(RZ)' '. .` E uation 4-2 Reduced Roof Live Load Lr 17 psf :MP3 17.0 psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load py 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? `'_ Yes Effective Roof Slope 30° I Horiz�Distance.from Evtto Ridges W - W "15°9 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow;Ex w Partially Exposed .. fr z osure,Factor �� 'Table 7'2� a -- - Snow Thermal Factor Ct All structures except asindicated otherwise Table 7-3 Minimum Flat Roof Snow'Load � ar _Rain o 21:0 psf 7.3.4&7.10 Rain-on-Snow Surcharge) __ _ _pf"10 Flat Roof Snow Load pf= 0.7(Cj (Ct)(I) pg; pf>_ pf-min Eq: 7.3-1 P. 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition.of Surrounding All Other Surfaces Roof CS root 1.0 Figure 7-2 Design Roof Snow Load Over PS-roof= (Cs-root)Pf ASCE Eq: 7.4-1 SurroundingRoof Ps-roof 21.0 psf 700/0 ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_p Unobstructe1 0Sli6peery Surfaces Figure 7-2 Design Snow Load Over PV PS-PV = (CS-PV)Pf ASCE Eq: 7.4-1 Modules PS-P� 13.0 psf 43% I - CALCULATION-OF DESIGN_WIND LOADS-MP3 Mounting Plane Information Roofing Material Comp Roof PV System Type ;" {' SolarCi SleekMountT"' r' E _ v --- - Spanning Vents No Standoff Attachment Hardware ". : , ;:' Com ''MountT e C Roof Slope 300 Rafter Spacing, 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing _X-X.Purlins Onl Y xNAn �. �_ 41 Tile Reveal Tile Roofs Only NA Tile Attachment Systems Tile''Roofs c ' -- - ,Standing Seam/Trap Seam/Trap Spacing 'SM Seam Onl � NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind,Design Methods ', Partially/FullyEnclosed.Method' -` K, Basic Wind Speed V 1_10 mDh Fig..6-1 Expossuure Category - -__ _' C _Section"6 5.6.3_ Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft I Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor � Krt.� =° < 41?00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I, 1.0 Table 6-1 Velocity Pressure 4 qh qh = 0.00256(Kz)(Kzt)(Kd)(VA 2)(I) Equation 6-15 24.9 psf Wind Pressure. Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC ;- 0.87 Fig.6-11B/C/D-14A/B Design Wind Pressure P p = qh (GC ) Equation 6-22 Wind Pressure U -23.6 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64T' 39" Max Allowable Cantilever_'emu:. "Landscape Standoff Confi uration Landscape Staggered Max Standoff_Tributa Area' QkiTrib: Tom' 118'sf" �! PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff ' T-actual_ _ — -386 lbs Uplift Capacity of Standoff T-allow 500 Ibs ° :��.•� ,-��3A `77 Standoff.Demand Ca aci ,._ � •,�DGR �: -. 3% • _ X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 66" Max Allowable.Cantilever Portrait Standoff Configuration Portrait Staggered Max Standoff Tributary Area -Trib :22`sf- :m PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff Tactual =' =.483 9bs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 96.6% TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION - r Map o�J Parcel o Aaic ► Health Division Date Issued Z P IC CuConservation Division Application Fee Planning Dept. Permit Fee L� Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation / Hyannis Project Street Address 'M nL e Village PY(II VL i�P L Owner Sh a .k, Ctl rt_OK E ^t ce . .C.h. 1, _-Address U Q,I e Telephone Jr� " noo _ Permit Request 1Per�. S`�-=-�/ -- 'F'�� �v�a� /! -GOv, 0;r4; b� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new _ Zoning District Flood Plain _Groundwater Overlay _ Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 4�. Historic House: ❑Yes �No On Old King's Highway: ❑Yes XNo Basement Type: Wull ❑ Crawl ❑Walkout ❑ Other o Basement Finished Area(sq.ft.) Basement Unfinished.Area,( .ft) = Number of Baths: Full: existingnew ;7 _ Half: existing .. _new Number of Bedrooms: existing Anew Total Room Count (not including baths): existing new First Floor Rom Cou'`f Heat Type and Fuel: ❑ Gas XOil ❑ Electric ❑ Other Central.Air: ❑Yes No Existing Fireplaces: p g New Existing wood/coal stove: ❑Yes A 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 ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) me 0 �II�U(.�(<, =llrlt'. " " l^Telephone Number J1 Address C t License # A G U O _L ua, yQ.W idly . NA 62Co(o q Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE_ -DATE t V } FOR OFFICIAL USE ONLY APPLICATION# t DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER f„ nL 1' DATE OF INSPECTION: FOUNDATION 9ppr i FRAME INSULATION 6 FIREPLACE ELECTRICAL: ROUGH FINAL .ti PLUMBING: ROUGH FINAL ` GAS: ROUGH FINAL FINAL BUILDING s DATE CLOSED OUT ASSOCIATION PLAN NO. Y The Commonwealth of Massachusetts Department of Industrial Accidents d Office of Investigations 600 Washington Street Boston, MA 02111 w s� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): C e- a-e @( Vj,1 , 1 hr, Address: Ylt,h, Hn 1 b(, Jy, V e et City/State/Zip�r�{ {�, Y(rmu tL HA 01, 664 Phone #: SoN 9 g - 02 Are you an employer? Check the appropriate box: Type of project(required): l;�Z am a employer with 1— 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. 1 7 remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t 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 their workers'comp.policy information.. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. 1 Insurance Company Name: HyAPoy-cL 04c aidtf-4f i V4 u ro VICL' C nn o, Policy#or Self-ins.Lic.#: Expiration Date: lkrLaL if 1 n i Job Site Address: �Q �J t Q (�. e y bie ei City/State/Zip: ,u r Attach a copy of the workers' compensation policy declaration page(showing the policy numb r 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 under the pains andpenalties ofperjury that the information provided above is true and correct Signature: Date: Phone#: J q 4 -a 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#: Rightfax N2-1 4/4/2013 6:33:08 AM PAGE 2/002 Fax Server DATE:(M WDDNYYY) CERTIFICATE OF LIABILITY INSURANCE010412013 FICATE 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 NOTCONSTTTUITE 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 WANED,subject to he terms and conditions of the:policy,certain policies may require and endorsement. A statement on this certificate does:not confer rights to he certificate holder in lieu of such endorsements). PRODUCER CONTACT NAME: MASON&MASON INS AGCY PHONE FAX 458 rSOUTH AVENUE (A/C,No,Ext): (A/C,No): E-MAIL WHITMAN MA 02382 ADDRESS: 237XM INSURERS)AFFORDING COVERAGE NAIC# INSURED INSURER.A: HARTFORD UNDERWRITERS INSURANCE COMPANY GEORGE DAVIS INC INSURER'S: INSURER'C: INSURER'D. 33 NORTH MAIN STREET INSURER E: SOUTH YARMOUTH,MA 02664 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS'.IS TO CERTIFY THAT THE POLICIES OF INSURANCE ILISTED BELOW HAVE BEEN:ISSUED TOTHE:INSUREDNAMEDABOVE FOR THE..POLICY PERIOD:INDICATED. 'NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANYCONTRACT•DR OTHER'DOCUMEIIT'VWTH RESPECT TO WHICH THIS CERTIFICATE M4Y BE:ISSUED'OR',MAY PERTAIN.T.HE:NSURANCE AFFORDED BY THEPOLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,:EXCLUSIONS AND CONDITIONS OF SUCH:POLICES.'LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAD CLAIMS. NSR' ADD SUB' POLICY'EFF'DATE POLICY'EXP'DATE 'LTR' TYPE'OF INSURANCE 'L :R POLICY NUMBER (MMODIYYYY) (MMMDXYYYY) LIMTS GENERAL LIABILITY ZACHOCCURRENCE $ COMMERCIAL GENERAL'LIABILITY DAMAGE TO RENTED $ CLAIMS MADE 'D OCCUR. EMISES(Ea occurrence) ED EXP(Any one person) ERSONAL&.ADV INJURY GENL AGGREGATE'LIMIT APPLIES PER: ENERAL AGGREGATE $ POLICY [:J',PROJECT'[D'LOC ODUCTS-COMPIOPAGG ''$ AUTOMOBILELIABIUTY COMBINED SINGLE $ ANY AUTO LIMIT:(Ea accident) ALL OWNED AUTOS BODILY'INJURY $ ,SCHEDULE AUTOS (Per person) HIRED AUTOS BODILY INJURY $ (Per accident) NON=OWNEDAUTOS PROPERTYDA'MAGE $ (Penaccident) UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESSLIAB CLAIMS-'MADE AGGREGATE $ ;DEDUCTIBLE $ RETENTION$ $ A WORKER'S COMPENSATION AND _ X WC STATUTORY OTHER; EMPLOYER'SLIABILITY� Y!N UB-58850127-13 03/052013 �3/052014 LIMITS Nx:PROPER ITOWPARTNEWEXECUTIVE OFFl CERIME MBER;EXCLUDED? �NIA E.L EACH ACCIDENT $ 100.000 � (Marnaatorytn,NH) E L(DISEASE-EAEMPLOYEE',$ 100,000 IIf yes,describe under T7ESCRIPPION OF OPERATIONS!below E:L'D:ISEASE-POLICY LIMIT ''$ 500,000 DESCPJPTION10F OPERATK)NSILOCATIONSIVEHICLESIRESTMCTIUNSISPECIALi1TEMS 'THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO'THE CERTIFICATE HOLDERAFFBCTING W ORBS COMP COVERAGE. CERTIFICATE HOLDER CANCELLATION GE ORGE DAMS INC SHOULD ANY OF THEABOVEDESCRIBED;POUCIESIBE CANCELLED 33 NORTH MAIN ST BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED 1N ACCORDANCE WITH THE POLICY PROVISIOWB'�.� AUTHORIZED REPRESENTATIVE SOUTH YARMOUTH,MA 02664 ACO'RD 25(2010105) The ACORD iname and'logo are,registered marks of ACORD 1988-2010 ACORD CORPO TION2'` r; s reserved. 4..,� �e K»ze�r.a�ztaetr.�l�a��.C �rc�a�cc�cc�eC7� Office of Consumer Affairs&c Busibess Regulation License or registration valid for individul use only W. OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: egistration: ,1'60164 Type: Office of Consumer Affairs and Business Regulation ® �• xpiration: 7/2%201,4,_ Private Corporation 10 Park Plaza-Suite 5170 GEORGE DAVIS, INC. Boston,MA 02116 GEORGE DAVIS 33 NORTH MAIN STREET SOUTH YARMOUTH,MA 02664 Undersecretary Not valid without signature 7151 V Massachusetts -Department of Public Safety. Board of Building Regulations and Standards 9 Construction Supen-isor . .F I-Xense: CS-056130 GEORGE F DAVIS` ' IN 33 N MAIN ST - �tl ¢ S YARMOUTH NIA 0266�4` Expiration, Commissioner 03/01/2015 H. Entire Agreement This Agreement represents and contains the entire agreement between the parties. Prior discussions or verbal representations by the parties that are not contained in this Agreement are not part of the Agreement. IV. HOME IMPROVEMENT CONTRACTOR REGISTRATION COMPLIANCE LANGUAGE A. All home improvement contractors and subcontractors shall t)e:registered. Inquiries concerning a contractor or subcontractor relating to a registration should be,directed to: Director, Home;Improvement Contractor Registration One Ashburton Place, Room 1301 Boston, MA 02108. B. The owner may.have three-day cancellation rights under MGL c.93, §48; MGL c. 140D, §10, or MGL c. 255D, §14, as may be applicable. C. All warranties and the owner's rights under the provisions of 780 CMR.R6 and MGL.c. 142A D. In the event that the Owner does notpay the contractor per this:contract, the property is subject to a mechanic's lien. E. No contract shall contain an acceleration clause.under which any part or all.of the balance not yet due may be declared due and payable because the holder deems himself to be insecure. However, where the contractor deems himself to be insecure he may require as a prerequisite to continuing said work that the balance of funds due under the contract, which are in the possession of the owner, shall be placed in.a joint escrow account requiring the signatures of.the home improvement contractor and owner for withdrawal. F. No work shall begin prior to the signing of the,contract and transmittal.to.the owner a copy of such contract. G. MA Construction.Supervisors License#1'56130 H. Home.Improvement Contractors Registration#160164 V. Use of this Document This document, in partand in whole, including:any accompanying addendums," company descriptions or sample forms,references, etc.is intended for the sole use of the George Davis, Inc..and the Client, solely and for the express purpose of engaging George Davis, I& in the.construction of the described project. This document,in part and in whole:may not be duplicated or otherwise shared with �- aany other party`except with the express permission of George Davis. iVl._Permit Authorizations , By signing below, the Owner(s) authorize George Davis, Inc., to act on Owner(s) .behalf relative to the,work'to be performed at this address. Project Address: 20 Stanley Place; Hyannis, MA My signature indicates that l have d, understand accept all provisions of this agreement. Do not sign this contract if a are any bl spaces. Owner , -ate S ridan rey Owner Oe-ric( Date 1 Eileen Cenci Contractor Date George Daft, President George Davis; Inc. Pi . 9 of 9 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 26- Parcel ids Application# Health Division Conservation Division Permit# Tax Collector Date Issued 1//2z Treasurer, Application Fee� V Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address ZD 5-1&VLEy RA Gt Village N"4ftmms C4-c.TiG 7", u PH? Owner JotW MSLL EE e6�.L_-'4 JrZu6-r Address 20 '52WE`1 RACe, 1-}�(Fb•+nas, MP 02beI Telephone 508 779 50,W Permit Request De- _C-* &A6.ra 6-r +fiertcw or Qusr*w Cift9age /ram ffai- &nt Square feet: 1st floor:existing 11109 proposed 19 90 2nd floor:existing 1375 proposed 13'75 Total new 2, Zoning District R Flood Plain Groundwater Overlay Project Valuatio, 6(o .OJ Construction Type VaoD �iQAm� i Lot Size �. n-f �fR� Grandfathered: ❑Yes �No If yes, attach supportingdocumentation. Dwelling Type: Single Family Zr Two Family ❑ Multi-Family(#units) Age of Existing Structure 1$ Y(;Ae! Historic House: ❑Yes ® No On Old King s Hig Y hwa : ❑Yes Rd No Basement Type: N Full ❑Crawl ❑Walkout ❑Other -- i Basement Finished Area(sq.ft.) .00 Basement Unfinished Area(sq.ft) 1469 ,. Number of Baths: Full:existing 3 new Half:existing 0 1new O Number of Bedrooms: existing- 5 new 5 Total Room Count(not including baths):existing 9 new First Floor Room Count .5 Heat Type and Fuel: 29 Gas ❑Oil ❑Electric ❑Other Central Air: ail Yes ❑No Fireplaces: Existing I New O Existing wood/coal stove: ❑Yes W No Detached garage:0 existing ❑new size Pool:0 existing ❑new size Barn:0 existing ❑new size Attached garage:0 existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes N No 1f yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name Telephone Number Address 20 .9-f" &y PLACL_ License# tbly auF2 hfb1 k5 � f1l(I t)ZboI Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE JW 2A 6 FOR OFFICIAL USE ONLY PERMIT NO. - _3 DATE ISSUED ; } MAP/PARCEL NO. k ADDRESS r� `VILLAGE �' ;. ,) f OWNER! ;... DATE OF INSPECTION: FOUNDATION FRAME INSULATION Ll I �- ( `0(0 FIREPLACE a% .ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL =• - y = GAS: ROUGH FINAL 4 FINAL BUILDING DATE CLOSED OUT ;) ASSOCIATION PLAN NO. '' 7, °fTHE 1°� Town of Barnstable Regulatory Services s • snxMAsi.E. ' Thomas F.Geiler,Director y WASS. � `bA,E039. a�0 Building Division Tom.Perry,Building Commissioner' 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization, conversion, improvement,removal, demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units.or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: ` �EN1�WEiaNC� Estimated Cost, Address of Work: )X �ErPrNLLI (�tA{ (V:W US r W1 A Q 2—.6P 1 Owner's Name: �� �(�iSZEtrk FbL C � T"� T UST Date of Application: ' q IlAob I hereby certify that: Registration is not required for the following reason(s): 7Work excluded by law ❑Job Under$1,000 OBuilding not owner-occupied [Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED. CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply fora permit as the agent of the owner: Date Contractor Signature Registration No. o� Date er's Signature Q:wpfiles.forms:homeaff day Rev: 060606 —ine-uommonweaun oj jyjas acnusems- Department of Industrial Accidents Office.of Investigations. 600 Washington Street Boston,MA 02111 5�• www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers kpplicant Information Please Print Legibly dame (Business/organization/Individual):. jVf+r_j kddress: 26 i Ptn1 L.C�l City/State/Zip: I7 Arci3u►s . NAA , 02J601 Phone C�? 77,9. 5035 .re you an employer? Check the-appropriate box:. Type of project(required):- ❑ !am a'-employer with 4. ❑ I am a general contractor and I 6 employees(full'and/or part-time).* have hired the sub-contractors ❑New construction ❑ I am a sole proprietor or partner- listed on the attached sheet $ Remodeling ship and have no employees These sub-contractors have S. ❑ Demolition working for mein any capacity. workers' comp. insurance: ' 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We area corporation and its required.] officers have exercised their 10.❑ Electrical repairs or.additions I am a homeowner doing all work right of exemption per MGL 11.M Plumbing repairs or additions myself: o workers' co c. 152, 1(4 ,and we have no. Y L?`T comp., § ) 12.❑ Roof repairs insurance required,] t employees. [No workers' 13.❑ Other camp.insurance required.] ny applicant that checks box#I must also fill out the section below showing their workers'compensation policy information: `. ' homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such mtractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy inforrmflom . im an employer that is providing workers'compensation insurance for my employees.'Below is the policy and job site Formation. ,urance Company Name: ]icy#or Self-ins.Lic..#: Expiration Date: b Site Address: City/State/Zip: tach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). ilure to.secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a ;e 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 up to$250.00 a day against the violator. Be advised that a copy of this statement may forwarded to the Office of restigations of the DIA for insurance coverage verification. 'o hereby certify under the pains an�d!penalties of perjury that the information provided/above is true and correct. mature:. �-- 0 �wl.L Date:'. �l ice/O�o one#: OFj 7z 2 �503 C 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 L.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Information and. Instructions , lassachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. arsuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, Kpress or implied,oral or written." m employer is defined as"an indMv ual,.partnership,:association,corporation or other legal entity, or any two or more f the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the eceiver or trustee of an individual,partnership,association or other legal entity,,employing employees. Howev.,er:the wrier of a dwelling house having not more than three apartments!and-v66'resades therein,or.the occupant of the welling house of another who employs persons to do maintenance, construction or repair woik•ou such dwelling,house it on the grounds or building appurtenant thereto shall not because of such employment be,deemed to pe.an employer.'.',t vIGL chapter 152, §25C(6)also states that"every state or local licensing agency shall wtLhold,the;issuance,or.- enewal of a license or permit to operate '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(7)states"Neither the commonwealth nor any of its political subdivisions shall inter into any contract for the performance of public work until acceptable evidence of compliance with the insurance -equirements 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),address(es)and phone number(s)along with their certificates) of f insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP)with no employees other than the members orpartners)' are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents 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 the 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 surelo,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 one affidavit indicating current 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 permit not related to any business or commercial venture (it a dog license or permit to bum 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 Commonwealth of Massachusetts " `f Dep"ent of Industrial.Accidents ..Office 9.f Investigations 600 Washington Street Boston, MA 02111.. Tel.#617-727-4900 ext 406 or-1-877-MASSAFE Fax#617-7274749 . evised 5-26.05 www.mass.gov/dia UTIL.IT`( ROOVA Pail 1t �eQ _ EX l UP _ P e R&T 70AL 2 VaPiFLJ-Tfo2wt To MKc 0- IA) E 21 SQLkfvzeK .eJERT4� Ran EXoS7tres �)7 4.7( PQPi-L (io Wrf 3 b, 5,3�1►N(r�0�2 Town of Barnstable �DFSNE Tp�� - o* Regulatory Services Thomas F.Geiler,Director . anuvsxnats 9g, "9. ��� 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 Please Print DATE: 9 11�-I OO b JOB LOCATION: 31 aN 6. t number street village tSJW � 7 78"HOMEOWNER!': a M � ltcT &CP name home phone# work phone# CURRENT MAII ING ADDRESS: 10 57PNL6-f I-{'t(A-W.% w!A n2(�1 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,ruffles 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 requirem C` Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section.127.0 Construction Control. . HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." ` Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community: Q:forms:homeexempt New Bathroom Materials List-Estimate 2x6x12 -1 $ 14.00 $ 14.00 Lag Bolts 8 $ 3.00 $ 24.00 2x4x12 20 $ 4.00 $ 80.00 2x8x12 2 $ 13.00 $ 26.00 4x8x3/4 ply 1 $ 40.00 $ 40.00 2x6x 12 2 $ 8.00 $ 16.00 1x3x8 6 $ 3.00 $ 18.00 1/2" Sheetrock 6 $ 12.00 $ 72.00 Jointing compound 1 $ 12.00 $ 12.00 Primer 1 $- 20.00 $ 20.00 Interior paint 1 $ 30.00 $ 80.00 Trim baseboard 2 $ 16.00 $ 32.00 Trim other 1 $ 16.00 $ 16.00- Heating duct&grill 1 $ 200.00 $ 200.00 Cement 1 $ 16.00 $ 16.00 Door-6 panel 1 $ 120.00 $ 120.00 Door knob (existing) 1 $ - $ - Tile(existing) 24 $ - $ - Exhaust fan 1 $ 80.00 $ 80.00 Demolition dump 1 $ 40.00 $ 40.00 5/8"Sheetrock 4 $ 20.00 $ 80.00 l Insulation 100 $ 1.00 $ 100.00 Vanity 1 $ 220.00 $ 220.00 Total $1,256.00 1 r ni ti a' I . _ ti RAM '� II S " pT1 y T_ ♦h q - ��{�hT v Assessor's offioe (1st floor):A �G'aS~ fNE T Assessdr's map and lot num r .: , -------------- 03 Board of Health (3rd floor): :� L AA g Sewage Permit number ..... .'*7 QQ•7�/ ^^77 "� _`R'` ��.:.rJ.l...........�.{.�........ Z BAWSTADLE. i 7 ` � n ngineering Department (3rd floor): �JS' trI TITLEA,L � �o 16ss p'i 9f € r3 Opp t6}9. \0� 'House number ........................................................................ .��: .�;a�, ��._. _' •- a Mpv d. APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00. P.M. only APPROV N OF BARNSTABLE t le ConservatioT► o� is 1 U t L D I H G INSPECTOR .Q: r J JS gAed Date APPLICATION FOR PERMIT TO t'.1.« .. ?!�VL. ... I�. . ....................... TYPE OF CONSTRUCTION ..Jl,,�Ir f .. ....... ...................................................................... ......---�.... ............ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according ta�f�ll4�g information: V Location ... /`l�; } ProposedUse ........................................................................................................................ r V Zoning District .....................................Fire District ... ....... N IS Name of Owner 'T !-- ' `{j. (�'�. ..!....!C'.".'A�ress .(p� ).... ;3.......................................... 1 ....Address ,. ... i ... Name of Builder .. ... .. ...::.................... .�.. Name of Architect ............................."~..............................Address ............. li Number of Rooms ............................................................Foundation .I................... I ,fit - nI Exterior `� �..............................Roofing L-� .Y+1-- ... 7�+.?S..�a...... ............ Imo. C • It> '` Floors 5W.--cix..��BrLp— . u.Lop'.TiW...lnteri.or ��.►..�i�Y�p..� ..................................................... cqHeating ... ...1 �..........:............Plumbing ... ICJ........................................................ Fireplace ..G..C�J�F ..................................Approximate Cost ...05 .W0..........aa,�.�. .. Definitive Plan Approved by Planning Board _ __198�_ . Area .... ..��i... cam-. ..:.... ........ Diagram of Lot and Building with Dimensions Fee .......olaJ .................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH �100/ 1\V� 32 9 6 • ry OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable rregar e above construction. Name .F. ... p ....................................... Construction Supervisor's License ............ bl-'�:gbz0 MOORE, STANLEY & JOYCE -- - 32086 1- Stor 1+ N ................. Permit fo ........ ...........Y............. Single Famil- Dwel g......... lin k ........... . .. 2'.... ...... _.. _ 4 16 5 � 120 Stanle PlaceLocation ..... ........ ..................... �. Iannis 4 , ....................... .. ...... . ........................... Owner ............Stan'-`ley. .&. . . - Type of,'Construction .........Fra1 .......................... ; ...........a ........ .....�.................... i r r .« 1 :.. Plot .. ...................... Lot ................�. ............ Permit Granted ........Ju1y...1.9. 19 88 _._. _ „t ••" j Date of Inspection ................ .......: ..Fr19 Date Completed .j...... Y' ... <• t - 4` _. 1 V'Assessor s offioe (1st floor): G oS^ o�THE To\ t/Assessor's map and lot number .� .......: ......... Beard of Health (3rd floor):. Sewage Permit number ,..... �a.' .Z......:... .Z.^.• 9 f. Z E'asasTsnLE, Engineering Department (3rd floor): °o i639• er' douse number ........................................................................ �Fa Ypr d� APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00-P.M. only L, TOWN OF: BARNSTABLE tl�UILDING IHSPECTO_R v �` II .� ...��:_,. l,! .� ...................... . APPLICATION FOR PERMIT TO d... .,. Ar�f .. �? :, TYPE OF CONSTRUCTION .. -+ J. � �...-..... .......................... :.............� ...................... TO THE INSPECTOR OF BUILDINGS: . The undersigned hereby applies for a permit according to—the follow tg ,information: V Location .. .. ....... ?• �+'�...�T..... .......: .tt .d'!..t'..! � �.. !Y.l ................... ��� ��• ProposedUse �1. .. - ......................................................................................................................... V Zoning District ...1....0...........................................................Fire District .. .y.... ti N IS Name of Owner > .... ti�!�".!Aess .;. 9"!."' .. ........................................... 1.0 .. ...... Name of Builder . '..Address '..� �� �'"`•E! ?��,����1. .. a•. t�... Name of Architect '�"'...............................Address ........ . e Number of-Rooms ..'.1......................................"....................Foundation ... t'� t ..G .J�- .!................... • ll Exteriorj.a t;k !.✓..�.,? y~ X-)...............................Roofing .? ;:\.w: `T=� `. .... ........... IrJ. G • 'a IIh)I� � Floors 5/e>I�.�r . ... . -1. ,.....--oa' . .l,�l� � ...Interior P.................................................... Heating hL-�.. :... .,.:.. ! \................:.......Plumbing ._ ��.......... .... . Fireplace .. ... �........... ..` ......................................Approximate Cost . ........ .*...��../... ? Definitive Plan Approved by Planning Board _ r _�____ __19 2Z_ . Area . ,.... Diagram of Lot and 13' ding with Dimensions �,G. L- Fee ?� Y. ............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH ���/�✓ ( •.F t l 1 t 32 14 r . 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 .G ? M... . 011 2l�� • Construction Supervisor's License . ................ .. ...�............. 3� O�r dMOORE, STANLEY & ,JOYCE No 32086 1z St or . ................. Permit for .....- .........Y.............. , s Single Family ........... Location ......Lot„#8........ 0 Stanley. Place .......................Hyanni s............ Owner ...S.ta.nl.e ...&...Jo .c.e...Moore .......... .... .... ..... .. ..... Type of Construction ..........Fr. a.me .. .. ...................... Plot ............................ Lot .............. . ...... ........ Permit Granted .........July 1.9............19 88 Date of Inspection .....................................19 Date Completed ..........................:......... i. J 1 /�/, 110b a � 4, \ Jp w \ 0 / i � /,!/ .01 i Nol em G. CERTIFIED PLOT PLAN LOCATION -�^!SGE Cy�!A!yNis� SCALE . ./ '-g-b .... DATE .T�.,L�y �. PLAN REFERENCE 0 F m,4 ?� �PL�/ z�388 L0 - �RD ✓ � � Cl CELLEY "> r �vu.vD!4j7a� Na, 26100 �.. I CERTIFY THAT THE E.�/�n/G . . . . .. ?� ,pi- I S� SHOWN ON THIS PLAN IS LOCATED ON THE GROUND ��s��a AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETBACK REQUIREMENTS OF THE TOWN OF r � � �'' „/�iY�N.STf�,l3GE",. . • , .WHEN CONSTRUCTED. DATE TL s ' REGISTERED LAND SURVEYvR r i•Jp i � +Y .1 r yi�l�Jal' c r.t- t1��' D'. ii 1 r fy t' yr 1 T N O "BARNSTABLE, Iv1A5SACHUSETTS' , t ry! r ' I v 6 ti it r DATE'.- x-L S:July� 17 t ,r. 19 V�t IMI� [ FN ,Td m r 7 i �aPPLiC� Sadler. & As.ociat,s,:,Inc•} - PE, Mtir N x! e .r ADOPESS n ? r 0 • y r{14 VB•*' "Hy 1 I ,l e It S t .T••-.- _ r.-.`' '• F '. 1 �.�� ilf1R EET�1 •" �.' ',F �k ONTajF Build�dra@llin r 1. t r ''' tt tG # 1 r iFER IT TO �! e�.13 1 STORY '.S�ng19 -f81gStiAUMBEAOP:: s k ^; N+ (' sl r 1,1 ITYPE-OF,IMPROVEMENTI,- ".�. NO + ' .— .DWELLING UN} S ��� ;.,+.U.K.T.....t;(PROPOSED-USE►4-. 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'bJ,�i �'� � � � �.)y 1,���,M•, 'j N ,k `�iz,' "'1t'c .�. 4.'t�Fd�. •a'9 �i�tirlR y v'. '� 1t�`fn;}ij' -fj.j1MR.,f cfl�r CY�. �3C7 1>j'�'1',ti9Y•e��`�� ,1 ��`$�t tef���J�J('� �'�, �'' R It �'4 y{I 1'OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. - - '•'"' UM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE;SEPA CTIONC REQUIRED FOR CARD KEPT POSTED UN PERMITS ARE REQUIRED FOR . L CONSTONSTRR UCTION WORK: UNTIL FINAL INSPECTION HAS BEEN ELECTRICAL,•.PLUMBING' AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY'IS RE MECHANICAL.INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MINAL IN SRE INSPECTION TO BEFORE FINAL INSPECTION HAS BEEN MADE. • '3. FINAL INSPECTION BEFORE� - ' OCCUPANCY. '-;' POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING'INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS T � Z • a ` t� r C Y � �. P Qg. 2 fr•�� - �� -a'y: r. 3 HEATING INSPECTION APPROVALS ENG EERING DEPARTMENT OTHER BOARD OF HEALTH t P WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION TOR HAS APPROVED THE VARIODUS STAGES OF WOF 1; 15 NOT STARTED-WITHIN SIX A',ONTHS OF DATE THE INSPECTIONS INDICATES ON THIS CARD CAN ARRANGED FOR-BY TELEPHONE OR WRITI ". •„a:. .CONSTRUCTION. PEr+iT IS ISSUED AS NOTED ABOVE. S NOTIFICATION., ; w;�.. 71 -... f I-rwr - TOWN OF BARNS TABLE 32086 Permit No. . �C{ BUILDING DEPARTMENT. $400.00 Eer t I "a- TOWN OFFICE BUILDING Cash y .tea i6}0• ��rur►r HYANNIS,MASS.02601 Bond CERTIFICATE OF USE AND OCCUPANCY Issued to STANLEY & JOYCE MOORE Address 101: #8 20 Stanley Place, Hyannis annis USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND.IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. June 19 89 ..................... 19................. ........ Building Inspector ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID-INTERTIED VIA A F 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. I 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 IIAVA 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 t TYP TYPICAL .. UPS UNINTERRUPTIBLE POWER SUPPLY- '` V VOLT Vmp VOLTAGE AT MAX POWER u VICINITY MAP P INDEX Voc VOLTAGE AT OPEN CIRCUIT V C A W WATT ., 4 rfPV1 COVER SHEET 3R NEMA 3R, RAINTIGHT r PV2 PROPERTY PLAN - • - . PV3 SITE PLAN PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV5 THREE LINE DIAGRAM Cutsheets Attached GEN #168572 - t1: 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 le 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 (Commonwealth Electric) ' ; ' i T .� Q PREMISE OWNER:. DESCRIPTION: DESIGN: CONFlDENTIAL — THE INFORMATION HEREIN JOB NUMBER: J B-O 2 6 8 O 7 00 ■ CONTAINED SHALL NOT E USED FOR THE CAREY, SHERIDAN CAREY RESIDENCE David Lopez �;,;SOhrC�t BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.,; NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount-Type C 20 STANLEY PL 8.06 KW PV ARRAY y. PART To OTHERS OUTSIDE THE RECIPIENTS MODULES: - - HYANNIS MA 02601 - ' ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (31) Hanwha Q—Cells #Q.PRO G4/SC 260 SHEET: REV: DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: _ PERMISSION OF SOLARCITY INC. INVERTER' T.774 470=2380 PV 1 3 18 2015 (888)—SOL,CITY(765-241028 F8:9,65 ww.solarootycom SOLAREDGE SE6000A-USOOOSNR2 � ) COVER SHEET / / F-1 PROPERTY PLAN N Scale:l" = 20'-0' E 0 20' 40' W 5 PREMISE OWNER: DESCRIP110N: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 8 0 7 00 David Lopez ' SolarCity. CONTAINED SHALL NOT BE USED fOR THE CAREY, SHERIDAN CAREY RESIDENCEA*JENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: I � NOR MALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 20 STANLEY PL 8.06 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES- H YAN N I S, MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (31) Hanwho Q—Cells #Q.PRO G4/SC 260 SHEET: REV: DATE: Modborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE6000A-USOOOSNR2 (774) 470-2380 PROPERTY PLAN PV 2 3/18/2015 (668)-SQL-CITY(765-2489) .nrw.salarcity.aam PITCH: 30 ARRAY PITCH:30 MP1 AZIMUTH: 102 ARRAY AZIMUTH: 102 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 30 ARRAY PITCH:30 MP2 AZIMUTH: 192 ARRAY AZIMUTH: 192 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 30 ARRAY PITCH:30 MP3 AZIMUTH:282 ARRAY AZIMUTH:282 MATERIAL: Comp Shingle STORY: 2 Stories 7ri OF goZ� N G C. A Off/ P2 v nAL H LEGEND SS NAL ENG 3/18/2015 r (E) UTILITY METER & WARNING LABEL Digitally signediby Nick Gordon Date:2015.o3.�s z����3�:z6 INVERTER W/ 'INTEGRATED DC DISCO B -oToo' Inv & WARNING LABELS DC DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS —17 O DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS -O DEDICATED PV-SYSTEM METER r Q STANDOFF LOCATIONS , CONDUIT RUN ON EXTERIOR . ' --- CONDUIT RUN ON INTERIOR Y GATE/FENCE Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L_"J SITE PLAN N Scale: = 1' E J W 01, 16' 32' ------------ 5 J B-0 2 6 8 0 7 0 O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: \\ CONTAINED SHALL NOT BE USED FOR THE CAREY, SHERIDAN CAREY RESIDENCE David Lopez ..:"'' ®���C'�a, BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: r® NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 20 STANLEY PL Ah� Comp. Mount Type C �. 8.06 KW_.PV .ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS C ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES H YA N N I S, M A 0 2 6 01 24 St.Martin Drive, Binding 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (31) Hanwha Q—Cells #Q.PRO G4/SC 260 PAGE 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 SE6000A—USOOOSNR2 (774) 470-2380 SITE PLAN PV 3 3/18/2015 (888)—SOL—CITY(765-2489) www.solarcity.com S1 S1 4„ „ 01 NOF /� 14'-5" (E) LBW ��� NG (E) LBW SIDE VIEW OF MP1 NTS I L y SIDE VIEW OF MP2 NITS A Q i 9 MP1 X-SPACING X CANTILEVER Y SPACING Y CANTILEVER NOTES S NAL EN Mpg X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED 3/18/2015 LANDSCAPE 64" 24" _ STAGGERED PORTRAIT 48" 17" PORTRAIT 48" 17" RAFTER 2X10 @ 16" OC ROOF AZI 1.02 PITCH 30 STORIES: 2 RAFTER 2x10 @ 16" OC ROOF AZI 192 PITCH 30 STORIES: 2 ARRAY AZI 102 PITCH 30 ARRAY AZI 192 PITCH 30 C.J. 2x10 @16" OC Comp Shingle C.J. 2x10 @16" OC 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 S1 ZEP ARRAY SKIRT (6) HOLE. (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. ZEP COMP MOUNT C 40' ZEP FLASHING C (3) (3) INSERT (LASHING. ' 13'-2" (E) COMP.. SHINGLE (4) PLACE MOUNT. (1) (E) LBW (E) ROOF DECKING U (2) V INSTALL LAG BOLT WITH SIDE VIEW OF M P3 NTS 5/16" DIA STAINLESS (5) (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH C WITH SEALING WASHER (6) BOLT & WASHERS. MP3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES (2-1/2" EMBED, MIN) LANDSCAPE 64" 24" STAGGERED (E) RAFTER STANDOFF PORTRAIT 48" 17" R ROOT AZI 282 PITCH 30 AFTER 2X10 @ 16° OC STORIES: 2 ARRAY AZI 282 PITCH 30 C.J. 2x10 @16" OC Comp Shingle CONFIDENTIAL — THE INFORMATION HEREIN J B-0 2 6 8 0 7 00 PREMISE OWNER. DESCRIPTION: DESIGN: JOB NUMBER: ■ CONTAINED SHALL NOT BE USED FOR THE CAREY, SHERIDAN CAREY RESIDENCE David Lopez �;;;So�arCity.BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 0 ." NOR MALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 20 STANLEY PL 8.06 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: H YAN N I S MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 SL Martin Drive, Building Z Unit 11 THE SALE AND USE OF THE RESPECTIVE (31) Hanwha Q—Cells #Q.PRO G4/SC 260 SHEET: REV: DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME T. (650) 638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. INVERTER' SOLAREDGE SE6000A—USOOOSNR2 (774 470-2380 STRUCTURAL VIEWS 3/18/2015 (sss)-soL-CITY(765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE _ BOND (N) #8 GEC TO TWO (N) GROUND PanelNNumber: G4040MB1200 Inv 1: DC Ungrounded GEN #168572 INV I -(1)SOLAREDGE ##SE6000A-USOOOSNR LABEL: A -(31)Hanwha Q-Cells #Q.PRO G4/SC 260 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:2303661 Inverter; 60 R, 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 Underground Service Entrance INV 2 Voc: 37.77 Vpmox: 30.46 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL (E) Distribution Panel SOIarCity E; 20OA/2P MAIN CIRCUIT BREAKER (E) WIRING g (E) LOADS Inverter 1 CUTLER-HAMMER 200A/2P 6 Disconnect 5 SOLAREDGE 4 A PfG r _• SE6000A-USOOOSNR2 P2 & MP3: 1x1 (E) LOADS 30A/2P C ___ ________zaov ------------ - ----------------- /7y�~ L2 I I DC+ I I 10OA/2P _-___NEUT N DG 2 - - --- - ---- GND ------------------------- ---_ EGCI DC+ DC+ - I q I GND GEC 1 N DC- Dc- PI &MP2: 1x1 I B I GND ---- --UfQc ---- --------- ----------- -� --------------- ---t� L I N I t(I)Conduit Kit; 3/4" EMT - iEGGGEC _ GEC TO 120/240V I I. SINGLE PHASE UTILITY SERVICE I I I I - r I _ PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN L t Voc* = MAX VOC AT MIN TEMP O I (2)Ground Rod; 5/8" k 8', Copper B (1)MURRAY'#MP230 PV BACKFEED BREAKER A (1)SolarCitYY//A�4 STRING JUNCTION BOX Breaker; 30A/2P, 2 Spaces AC f 2x2 STRMGS, UNFUSED, GROUNDED DC C (I CUTLER-HAMMER #DG222URB PV (31)SOLAREDGE�300-2NA4AZS Disconnect; 60A, 24OVac, Non-Fusible, NEMA 3R PowerBox ptimizer, 30OW, H4, DC to DC, ZEP -(1), Ground�NeutraRKitD60-0100A, General Duty(DG) nd (1)AWG #6, Solid Bare Copper i (1)Ground Rod; 5/8" x 8', Capper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION N0. 2, ADDITIONALI ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE 1 AWG #4, THWN-2, Black 1 AWG #8, THWN-2, Black (I)AWG #10, THWN-2, Black Voc* =500 VDC Isc =15 ADC (2)AWG #10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC 6 ( )AWG #4, THWN-2; Red 5 (1)AWG #8, THWN-2,•Red 3- g (1)AWG #10, THWN-2, Red. Vmp =350 VDC Imp=11.73 1 (1)AWG #6, Solid Bare Copper. EGC Vmp =350 VDC Imp=11 ADC 1 � cn .P (1)AWG #4, THWN-2, White Vmp =240 VAC Imp=N/A AAC O (1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=25 AAC O (1)AWG #10, THWN72,:Green EGC j O -(1)AWG #4 ( ) .4N. . . . .-(.). . . #8. . _ . /. . . . (.) /°. . . . . . • . . . . . . ( ) WG #10, THWN-2, Black Voc* =500 VDC Isc .15. ADC (2}AWG #10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC . . . . . . . . . . , THWN-2, Green EGC 1 C DUIT KIT 1 AWG THWN-2,.Green EGC GEC - 1 Conduit Kit; 3 4 EMT 1 A 1 x10 EMT Conduit " " " " " " " " " " _ _ ®�(1)AWG #10, THWN-2, Red Vmp 350 VDC Imp=11 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=11.73 ADC (1)AWG #10, TIiWN-2,.Green. EGC IJ , J B-0 2 6 8 0 7 0 O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: ' CAREY RESIDENCECONTAINED SHALL NOT BE USED FOR THE CAREY, SHERiDAN David Lopezo BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ���SolarCit 20 STANLEY PL Ir NOR SHALL IT BE DISCLOSED IN WHOLE OR IN 8.0 V ARRAY Com Mount T e C 6 KW P y. PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES � H YA N N I S M A 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St.Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (31) Hanwha Q-Cells #Q.PRO G4/SC 260 Marlborough MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ' PAGE NAME SHEET: REV: DATE 9 . INVERTER' T. (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCTY INC. SOLAREDGE SE6000A-USOOOSNR2 (774) 470-2380 THREE LINE DIAGRAM PV 5 3/18/2015 (8BB)-SOL-CITY(765-2489) www.solarcity.com 11 • o 0 0 •o off- Label Location: Label Location: ° Q Label Location: (C)(CB) o (AC)(POI) o (DC) (INV) Per Code: o n .-e Per Code: _ w °° D r: Per Code: NEC 690.31.G.3 °o ,o o - NEC 690.17.E ° o ° o o- o[� NEC 690.35(F) Label Location: ° ° - o 0 0 - TO BE USED WHEN o.° ° ° -o ° o ♦ o " INVERTER IS O O O ©Pal (DC) (INV) UNGROUNDED- a Per Code: NEC 690.14.C.2 Label Location: Label Location: ° ° _° '' ° G °C.P (POI) -;� (DC) (INV) Per Code: _ Per Code: •-° °o .._ o oGry NEC 690.17.4; NEC 690.54 ° NEC 690.53 0 0 e Label Location: ° (DC) (INV) Per Code: NEC 690.5(C) o. ♦ . -o ° ° . 'w3 Label Location: (POI) ED Per Code: NEC 690.64.B.4 Label Location: c (DC) (CB) Per Code: Label Location: NEC 690.17(4) (D) (POI) Per Code: NEC 690.64.B.4 { -o o ° e Label Location: e (POI) - z Per Code: Label Location: o ° NEC 690.64.B.7 p p p (AC) (POI) Ul mo (AC): AC Disconnect x (C): Conduit : Per Code: :° " D O � • ° (CB): Combiner Box NEC 690.14.C.2 (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit f Label Location: (AC) (POI) (INV): Inverter With Integrated DC Disconnect rs ;. (LC): Load Center °• Per Code: (M): Utility Meter e• o NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL— THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR -���r��j 3055 Qeaview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �— San Mateo,CA 94402 29 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, Label Set T:(650)638-10-2 89)w) .solar it EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE olmCitif. ' (888)-SOL-CITY(765-2489)www.solarcity.com. SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 5018fClty ZepSolar Next-Level PV Mounting Technology r1$OlafClty ZepSolar Next-Level PV Mounting Technology ZepSystem Components Y . for composition shingle roofs -, :Up-roof •-' P. Interlock • - around Zap (Key side shown) • x ' Zep Compatible PV Module Y ! F- y ...�- L - ' '-_ a.' -"....-� Zep Groove ,_ - � -�• _. Roof Attachment - - Array Sklrt 1 - . Description rFA j PV mounting solution for composition shingle roofs ' coMvs`t�0 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 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 Listed to UL 2703 Specifications Mounting Block to UL 2703 t EI r • Designed for pitched roofs Eo Installs in portrait and landscape orientations l • 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.Zap 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 y t i t -tKLj ry ' o o SolarEdge Power Optimizer solar solar Xoz- Module Add-On for North America * . P300 / P350 / P400 SolarEdge Power Optimizer "x � P300 - P350 P400 ` '" (for 60-ceILPV (for 72-cell PV (for 96-celI PV j{ Module Add-On For North America modules) modules) modules) l / P350 / P400 11NPur P300 "" Rated Input DC Powers I 300 • 350 Absolute Maxlmum Input Voltage(Voc at lowest temperature) 48 60 Vdc MPPTOpera TiT ....Vdc - i ' e. Maxlmum Short Circuit Current h............................ .. ....... ....... ... .10. ... .......... ..... . ......... c it .......... ........... .... .. r F t ;- 0 ✓ '�;•<: Maximum DC Input Current ...... ....... .. ............ .. .............12.5 ... ....... ........... ...Adc ,r..�.^ .......... ......... .. ............. .. ... _ ''�J�LJ r' x" Maxlmum Efhuency 99.5 % r tX; tJ '' .�.•' ..Weighted Effiaency .... ... ..... .... .. .. ... ... .. ... %... Overvoltage Category 98 8 I I (OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) /1 _ ... Maximum Output Current .... .. .... ....... ... ...... ... ... .. .15.... .. ......... ... ... - U Adc Maximum Output Voltage 60 Vdc I.OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) - + - Safety Output Voltage per Power Optimizer 1 Vdc (STANDARD COMPLIANCE ---. ............ ......... .. .... ... 'FCC Part15 Class B IEC61000 6 2 IEC61000 6 3 '.� Safety ........ ................... .. ......, .. fEC62109 1(class II safety)UL1741 ... ..,. .. .• Ro•HS .. Yes .. �.�,"�F � '' � � '-�� " � t '� "-• I INSTALLATION SPECIFICATIONS ' ' _ Maximum Allowed System Voltage 1000 Vdc „ Dimenslons(W xLx H) 141x212x405/SSSzS34x159 min/In .. _a ... ........ ............. .......I. ......950/21.... gr/IWeight Weight(including cables)............. .. .... .... ...... .......... .. .... ..... ....... ...... • >. a Input Connector. .... .. ..... .. ... .. . .... ..... .... ... ..MC4/Amphenol/Tyco. ...... ........ ..... ro-^''.-` - '• K=$ s '+„-'.t-cy 1 h > «,p. Output Wire Type Connector Double Insulated;Amphenol - .... N' .......... ... ......... .. ... .e Insulated; ... .. ........... ..Output.Wue.Length.... ................. ........... .. .....0.95./.3:0 .......... .. ..1.2/3.9..................... ..m./ft.. Operating Temperature Range L.-40 +85/ 40 +185 ... ............ .•C./.•F.. a ........ .................a ........... .......................... ........... .. ....... .. .. . ..... ... .: Protection Rating. ....... ........ .......... ... .. ........... ..........IP65/NEMA4 ............. .... t� ... ... ...... .. ... ... ....... ... .. . ...... ........ ....... ... ....< s " a �- s xr 't Relative Humidity 0 100 % 3�.k'SN ' w'"a ��0.atea STC power of tM1emaOule Moauleolupto+5%powertole2ncea11owed. PV SYSTEM DESIGN USING A SOLAREDGE T THREE PHASE THREE PHAS INVERTER - SINGLE PHASE - > ... ..�� - .. ;.;f o, ?.ri.. 208V _..,�. 480Vz- PV power optimization at the module-level Minim um String Length(Power.Optimizers) 8 10 18 .. Maximum String Length(Power Optimizers) 25 25 50 ......................... ............................................................................. .............. . — Up to 25%more energy - - Maximum Power per String 5250 6000 12750 W ................. .................... ..... ........... ................. ................. .. ..... - Superior efficiency(99.5%) 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 ift USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA WWW.Solaredge.us. • .. �n "r wx • e solar WO - FSingle Phase Inverters for North America O I a r=oo e O SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ 0 SE7600A US/SE10000A US/SE11400A US - SE3000A-US SE3800A-US SESOOOA-US SE6000A-US SE7600A-US SE10000A-US SE1140OA-US i OUTPUT I SolarEdge Single Phase Inverters • •• - 99B°@2DBV .. :- Nominal AC Power Output 3000 3800 5000 6000 7600 11400 VA ' ,� ...................................'. ............ ........... 10000 @240V 5400 @ 208V 10800 @ 208 Max.AC Power Output 3300 4150 6000 8350 12000 VA For North America N, � ............... ...I........... .54so@zoo... .............. ......... .. o95°@z4o... ................ ......... AC Output Voltage Min Nom:Max.* _ �. t - 183-208-229 Vac ................ ....... ....... ........ .... .... i ......................... ... ......... ................ ......... . ..... .................. ........... SE3000A-US/SE3800A-US/SE5000A-US/SE6000A-US/ •• •,� s m � , i� AC Output Mm.Nom.-Max. SE7600A-US/SE1000OA-US/SE1140OA-US 21i:zoo-Zs4.va�... . ....... ... .....�....... ......�.... . . . ..�..... . ... .. �..... . ..... �.. .... .... .�........ ........�...... .. .... AC Frequency Mm:Nom:Max.* 59.3 60-60.5(with HI county settin 57-60-60.5) Hz r ........................ ................ ............... ............... . ..............Y. .....B.......... .. 't Q 24 @ 208V I 48 @ 208V.. .............. ...L..... Max.Continuous Output Current 12.5 16 25 32 47.5 A 21 @ 240V 42 @ 240V - r .......... ............ ...... ......... .................. ........... GFDI Utility Monitoring,�lslanding _ Protection,Country Configurable Yes �pvertej ` ' Thresholds a 25 0�1 Vt `"' x -s INPUT . m I t m�.� b .§ Recommended Max.DC Power 'd Veats 4;A` stf�„;x '' .`x'- f .i t 3750 4750 6250" 7500 9500 - 12400 14250 W 5 G�Warra�l`1 �t "� 7 s (STC)............ ......:.:.... .... ..... ..... ...........:..... ...... ........ ................ ..... ..... ................ - - - -- - „•„, Transformer less,Ungrounded Yes ~f -c .... ..... ..... ...g............... ....................................................... .... ....................................................... .. Max.Input Voltage 500 Vdc ...................................... .... ............:........ ................ ........................................... .. .. w.........__ cm °...,.'�`,IN -n, Nom.DC Input Voltage......:....... ............ .. .... 325 @.208V/350 @ 240V ..................................... ..'Vdc.... `,.' i rt t ,,a.- Y t n._,�i. * ..16.5 @ 2RF" 08V ...... ... ..... ...33 @ 208V.. .... -1,.1• # y„, ,3,«c>v;^. �I t Y Max.Input Current .. - 9.5 13 15.5 @ 240V 18 23 30.5 @ 240V 34 5 Adc- - _ ............ .. . s. a* rfar `".••y, .,-.3`t r,`- •- .,� Max.Input ShortCircuitCurrent - 30 45 Adc.................................... ..... .................................................................... ............................................... r .„ Reverse-Polarity Protection............ ................... .................... Yes ......................... ..................... ......... - _ Ground-Fault Isolation Detection 600ks:Sensitivity F` a ;:? ��-'""�` •}`t """'�- „� s > �L I�•r'"-;'!�" {�; -+<,. � .......................................... ................ ............... .. ..... .. .. ..... ... .. .... ... .... :. ..... .. ... i , Maximum Inverter Efficiency.......... .....97:7..... .....98:2.:... 98.3 98:3 98 98.. .... . /.. xs•�'{ k�' fr fi.s t97.5 @ 208V ............ .. ...97 @ 208V.. ... ....... ......... CEC Weighted Efficiency •97.5 98 97.5 97.5 97 5 % G - 98 @ 240V 97.5 @ 240V -- t - .� •": e.++„ ". :. ..Nighttime Power Consumption..... .............. ..............<2.5 .. ..... ............. .............. .. .. <.4...... ................ ...W... . v x ADDITIONAL FEATURES ,pt: .-- ,• ,•.., •£ ,„,{'t ,•, xt+• ._•-`" ', ,� n+ ,• , Supported Communi tion interfaces R5485 RS232 Ethernet,LgBee(optional) µ ., ................................. Revenue Grade Data,ANSI C12.1 .... ...Optional y "•TM^ '. ti " r ``" W Y { v: Y'-' y/.f y�' i;'.. CY $-. STANDARD COMPLIANCE ... � • '' -r}`�`e. t Safety UL1741,UL16998 UL1998,CSA 22.2 '{� .. :, ". <#• 3.7.' a�•� h':�.. :.t • ` ''h- "r'' :� r.':: ... ......... ................................................... .. .................................................. ......... IEEE1547 ' ..Emissions ..FCC part15 class B .,,., N., ..., •,.„ .:..,.•._:> ..,:+ ..:. ,. 4.: 'c�r' ..<. : `fi°��,; r., ��•4 a „'._:;- IYINSTALLA710NSPECIFICATiONS "�. `c', ., >�> , r. +,.. ., >=,II,*v ��'« ..�;•< r?"J...,, -fiW�6E•a, - - `� i�• ,,- '?", - , '� � ,a.�-# AC output conduit size/AWG range B/4"minimum/24-6 AWG 3/4"minimum/8-3 AWG _ - ............................................................... .............................................. . ........ ....................... in ut conduit size q of strings - •+--r• p / g / 3/4"minimum/1-2 strings/24-6 AWG 3/4"minimum/1 2 strings/14 6 AWG ;t� g-' - a r* +,•e ..i. x: AWG range. ....... .... ... ... ... ................................... ...... .. ^, - - --- .', ,x,,;} ;.• 'ti az«- 3 *;I �,,,..�� " ' •Dimensions with AC/DC Safety •30.Sx12.5x7/ •-30.Sx12.5x7.5/ --in/•� • - dx-d +,``�; t �r '4i" `' i� ;> '`, x+t} i.r.„ '- '. s „f r,. 30.5 x 12.5 x 10.5/775 x 315 x 260 3 ia,r ..„,..:,. ,„,.,.,•„„„,„-:•,;..-,..."4 a.,. _,•3 ,_ ;.,•4 ,tr�t;•ia `,:x `:!v. �. f :' Switch(HxWxD) 775 x 315 x 172 775 x 315 x 191 mm ,.,N �,.x,. ... .. ....... ...... ....... .. ...... ............. - Weight withAC/DC Safety Switch 51.2/23.2 54.7/24.7 88.4/4l).Y Ib/kg ........................I................. ................................. .................................. .................................................-..... ........... Cooling Natural Convection Fans(userreplaceable) t ................................... ............................... . The best choice for SolarEdge enabled systems NolSe <2s <so dBA g Y Min.-Max.Operating Temperature -13to+140/ 25 to+60(CAN version**** 40to+60) -F/-C Integrated arc fault protection(Type 1)for NEC 2011690.11 compliance Ran4?..:. .:... :..................:. ...............:........ ............................ .. ... . . ... . . Superior efficiency(98/a) Protection Rating NEMA 3R • ................................... .. . ...... .................................................................::...... .. ........ •For other regional settings please contact SolarEdge support Small,lightweight and easy to Install on provided bracket "Limited to 12S%for locations where the yearly average high temperature is above 77'F/25'C and to 135%for locations where itis below 77'F/25'C. For detailed information,refer to htto//www solaredee.us/files/odfs/inverter do overs�nna euide.odf li A higher current source maybe used;the inverter will limit its input current to the values stated. Built-in module-level monitoring t - � "•CAN P/Ns are eligible for the Ontario FIT and microFlT(microFlT exc.SE31400A-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 forfaster installation - Optional-revenue grade data,ANSI C12.1 srmsasc , USA-GERMANY-ITALY-FRANCE-JAPAN-CHINA-AUSTRALIA-THE NETHERLANDS-ISRAEL W W W-SOIa redge.Us I { ' Format MECHANICAL 65.7 in x 39.4 in x 1.57 in(including frame) t (1670 m_m_x 1000 mm x 40 mm) ''� 1 Weight 44.09(b(20.0 kg) ' Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass _ 1 with anti-reflection technology Back Cover Composite film Frame Black anodized ZEP compatible frame -•� .I Cell 6 x 10 polycrystalline solar cells I t Junction box Protection class IP67,with bypass diodes Cable 4 mmz Solar cable;(+)a47,24in(12.00 mm),(-)2:47,24in(1200 mm)_ _ H Connector MC4(IP 68)or H4(IP68)ELECTRICAL CHARACTERISTICS .R • • I 1 1 . ' PERFORMANCE AT-STANDARD TEST CONDITIONS(STC:1000 W/m',25'C,AM 1.5G SPECTRUM)' _ - POWER CLASS(+5W/-OW) I01 255 260 265 r Nominal Power -- - - P,•W IWl - 255 .� 260 A- -- T�265 Short circuit Cunent -� Ise _ [A] _^_ 9.07 _ 9.15 _ - 9.23 Open Circuit Voltage _ vac M 37.54 37.77 38.01 Cunent at P o, - - I- [A] � 8.45 -~� 8.53 � 8.62 Vohage at P_ V„ IV] 30.18 30.46� 30.75 The new Q.PRO-G4/SC is the reliable evergreen for all applications, with r, Elhcienncy(Nominal Power) y rl u� [%]A `Z � z15.3- µ� >15.6T�15.� a black Zep Compatible"m frame design for improved aesthetics, opts- PPERFORMANCE OWER CLASS(AT W/-0Wj OPERATING CELL TEMPERATURE(NOS'B00 W(m,45 x3 C.AM 1.5G SPECTRUM)" - 260 265 g Pp mized material usage and increased safety.The 41h solar module genera- . _ -- -- --- tion from Q CELLS has been optimised across the board: improved output NaminalPower- -� Pure [W] _ 188F3 - 192.0 195.7 -r- PShort Circuit Current Ise LAI 7.31 - 7.38 --�T-^---7.44-1 yield, higher operating reliability and durability, Quicker installation and r Open Circuit Voltage ^�V IV]- --~ 34.95 35.16- -� _ 35.38 S more intelligent design. Current at P_ i_ `- [A] 6.61 6.68 y _ � 6.75 f., Voltage at P,a, VNW r IV] -`_ 28.48 28.75 �- 29.01 Measurement tolerances S"FC.x 3%O`_);m 10%(1.,V,,,,1_V„oo) 'Measurement tolerances NOCI.x 5%W_),z 10%(I,,,V.,I_,V,�) INNOVATIVE ALL-WEATHER TECHNOLOGY PROFIT 0 CELLLL �INCREASING GLASS TECHNOLOGY - - ----� a - - M �-- S.PERFORMANCE WARRANTY � PERFORMANCE AT LOW IRRADIANCE - •Maximum yields with excellent low-light •Reduction of light reflection by 50%, -_,� u° At least 97%of nominal power during -- l temperature behaviour. plus long-term Corrosion resistance due g W° ""°'°"'"'" r tl` first year.Thereafter max.0.6%deg a- _ _ a..,>,,.b ",a 8 ________ ___________________ lotion per year. ' ---------- - and •Certified fully resistant to level 5 salt fog to high-quality W W c At least 92%of nominal Power after � °1 --�---�--�---,---�---,---,---' - 10 years. •• i i_____--__________ ,•• __y__y__ •Sol-Gel roller coating processing. W= nt least as%of nominal power after c 9° - ENDURING NIGH PERFORMANCE 25 veers. „ - , •Long-term Yield Security due to Anti EXTENDED WARRANTIES All data within measurement tolerances. • _ _ Pull warranties in accordance with the ,m xo °m am .m mo goo mo em ram PID Technology', Hot-Spot Protect, in Investment security due to 12-year a warranty terms of the Q CELLS sales IRRAnuNCE[W/ro9 organisation of your respective country. and Traceable Quality Tra.0111. product warranty and 25-year linear H n The typical change in module efficiency at an irradiance of 200 W/m2 in relation I ° „ m I'MS to 1000 W/m2(both at 250C and AM 1.50 spectrum)is-2%(relative). •Long-term stability due to VDE Quality performance warranty2. a _ Tested-the strictest test program. WTEMPERATURE COEFFICIENTS(AT IOOOW/M',25-C AM 1.511 SPECTRUM) QCELLS Temperature Coefficient of Ise a [%/Kl � +0.04 Temperature Coefficient of V. [%/Kl -0.30 _ _ nruacu�m SAFE ELECTRONICS t Temperature Coefficient°f PRw Y [%/Kl -0.41 NOCT [°F] 113 t 5.4(45 c 3°C) •Protection against short circuits and 1 1 1ESIGN thermally induced power losses due to Maximum system voltage v,,, rn 1000(1EC)/600(UL) safety elm uci breathable junction box and welded Maximum series use Rating [A DC] 20 Fire Rating C/NPE 1 f Max Load(ULJ1 --- - . -_[Ibs/ft2l - 50(2400 Pal Permitted module temperature T-�_ -��~--40°F up to+im-F W cables: an continuous duty - (-40°C up to+85°C) _ - - tD Obnf_o Load Rating(UL)2 - J [Ibs/lt2l 50(2400 Pa) 2 see installation manual _ Duality Teatotl OCEUS QUALIFICATIONS , CERTIFICATES PACKAGING INFORMATION ,„•, Y am ptyaT,nabn mla,a W.I.2013 I UL 1703;VDE Quality Tested;CE-compliant; Number of Modules per Pallet - 25 ooatr..a,�.. •�Q32' IEC 61215(Ed.2);IEC 61730(Ed.l)application class A to.4OW2587 1 !umber of Pallets per 58'Container 32 THE IDEAL SOLUTION FOR: haPnlm� Number of Pallets per40 Container ^�- _ _ 26 - wl Rooftop arrays on OMPgT pVE l `� Pallet Dimensions(L x W x H) 68.5 in x 44.5 in x - residential buildings Q�' fie! \ C 7�us •Y"O� - (1740 x 1130 x 1170 mm)_ Pallet Weigh 1254 54 lb(569 kg) lnp �v 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-1(OOV against grounded,with conductive metal foil covered module surface. COMPI this product.Warranty void if non-HP-certified hardware is attached to groove in module frame. 25°C,168h See data sheet on rear for further information. H O CELLS USA Corp. kOO T Irvine Center Olive.spite 1250,Irvine CA 92618,USA I TEL+1 949 748 59 96 IEMAIL q-cells-usn®gKells.wm I WEB www.q-cells.us Engineered in Germany (M CIELLS Engineered in Germany Q CELLS 5'-8 3/4" 2030SC _ TW24310 — 2666 2666 2866 1 2866 o Pedestal I , 7 I e>asting closet Itut) / ASTER tF CLOSET 3 o A OC) I I BATHlaundry"chute" I door chair rail H A I i (match vanity 1'-1 off1 doors) anew oF ; 2030Sc TW24310 I i ( o linen . i (')I closet / I existing windows replaced existing T NI - powder room N I custom tile o shower w/ N , glass door T- CO 00 0 2649DH 2649DH '� AW281 AW281 tempered C7 CD e existing master bath ro osed renovation of master bath p p I Bing & Eileen Carey t riG�ci?hg•13f,�2.f> Tt�tit��$iPB; 20 Stanley Place 33 North Main Street Hyannis, MA South Yarmouth, MA 02664 (508) 394-0832 1/16/2014 Scale: 1/4" = 1' Georg eDavisInc.com l QTY. MANUFACTURE DESCRIPTION ROUGH OPENING CALL- note OUT A3 Andersen TW20310 2'2 1/8"x 4'7/8" all tempered A2 Andersen TW24310 2'6 1/8"x 4'7/8" all tempered 0 2 Andersen AW281 2'8"x 2'4 7/8" one tempered .........._.........................---....--......_.....-..........................._........_._...._._. .._...._..._................ _.._......_... white exterior & interior. full insect screens, white sash lock hardware, six/six grills — ..._.._.._.___------.._._.._. ...__..__.._.....__............................_....._.._..._.. ..__........._....._.__..._.._.... 644DH 644DH EE LE . l+ ................. ................................ ...........................L new awning windows to replace eAsting doublehungs 4TE ............................. .........................................- ............. ..................................... AW281 W281 3FTT TW24310 _.__ __.__.._ 1 7 LW20310 TW20310 TW24310 I I [All _:j lu ............ ........................ existing window relpaced w/ (3) DH windows terse °` rear bump out _.._______ .........................._ .._._....... .. - front bump out front elevation window replaced window replaced - —.._..._....— --........_..._._.. 63SDH _...---- -- ........---........... left elevation Bing & Eileen Carey o N ,BO PW40VA 20 Stanley Place 33 North l Street Hyannis, Mini South Yarmouth, MA 02664 Scale: 1/4" = 1' (508) 394-0832 1/16/2014 GeorgeDavisInc.com �" ; 14-,)I � 6 i - - T '� r , .. , , Il. c t` - _ PT - " > ' t• -� 'Y i'" •" y . �:, 4 N ate • `, r S T, , ♦ +1i�'7� . � 0 ,• r-/�To _ LM • LL '.- -r---••- - Y * Z. _, �`t�. i .1 19 - o . v a:y1. - f • / v OI ST- .. ' . , s� j � j� , D �rrR � :.� �� i; : �00— CAI. j, ,� . �/ '�f'0,.i'''/�"�,.-�- v GAL: 4�. .... 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