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0020 LIGHTHOUSE LANE
�� �-�9i����rs����� .� �k �_ -,�' ti J �.-. :� r � 1 �� ,� �� I� 1 .-e,J ��� � �M� �,. �� J � � L ___ - _. ' { TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION M Ar _ 3Q ON' OF BARNSTABLE P 1 - 13� Map � Parcel T � Application # Health Division Date Issued Conservation Division Application Fee (� Planning Dept. Permit Fee y Ii ; ! Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address ��C�i �13 dsee_ l-.✓t Villagen�5 Owner I y1 in kw :�SQMVAL- PLO"— Address L_1_ N l a&O"%-e Telephone �6�I'7- 351 5 Permit Request T. ,Ibkp 53 a/` -Q s o 0o aA0f CI r i 1 D J4 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation I 0 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: a� ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure 5 Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: UV�' existing —new Total Room Count (not including baths): existing new First Floor Room Count v Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No r'Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ �ktached 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) t � 1 r Name a' C4 /_06 SSA Telephone Number i4ow 4 4 Address ��_ �'P.c�T2��tryt License # S Ift"-s AL O z b k? Home Improvement Contractor# �P� Email R5SAO 59 CQv11 Worker's Compensation ALL CONSTRUCTION�� gDEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE Z� FOR OFFICIAL USE ONLY APPLICATION # -DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME M INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. -t Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration 4 L Type: Supplement.Card SOLAR CITY CORPORATION Registration: 168572 24 ST MARTIN STREET BLD 2UNIT 11 Expiradon: 03/07/2019 MARLBOROUGH,MA 01752 !r ' Update Address and return card. Mark reason for change. scn, c: zoM•osM ❑ Address ❑Renewal O Employment O Lost Card Office of Consumer Affairs A Business Regulation a" HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:SuDplement Card before the expiration date. If found return to: HsigW=IQn 90ration Office of Consumer Affairs and Business Regulation 168572 03/07/2019 /0 Park Pieta-Suite 5170 SZSLAR CITY CORPORATION Boffin, i DANIEL FONZI 3055 CLEARVIEw wAy Y ii SAN MATEO,CA.OW2 - Not valid.without signature Undersecrcb Massachusetts Departmentof Public'Safety Board of Building.Regulations and Standards" License: C$-1oUi87 - -------" Construction Supervisor AVOW,NEL r OANIEL D FONZf . ,. .w. . 390 ANDOVER STREET - tNILMINGTON MA 01887. , Expiration:' Commissioner 091=2018 ��YGCi t(�o�Y/'Ul'YI,f>�l'1,�C�GCG�J�til'G C•�fi C��GL•CXr,��C.�,.rLG:l��.1 Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 Home improvement Contractor Registration -- Type: Supplement Card Registration: 168572 SOLAR CITY CORPORATION Expiration: 03/07/2019 24 ST MARTIN STREET BLD 2UNIT 11 MARLBOROUGH.MA 01752 �Y Update Address and return card. Mark reason for change. SCA 1 is 20M.05/17 . n A dM__w. 0I r�- �a.J i1 C...�.InVmn..t 11 I naf P,AI(f Office of Consumer Affairs&Business Regulation �a HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Supplement Card before the expiration date. It found return to: - Rjolgration ExRlyvfflon Office of Consumer Affairs a s ass Regulation y168572 03/07/2019 10 Park Plaza-Suit 170 SOLAR CITY CORPORATION Boston,MA 021 r NATHAN TISSOT <2 CG 3055 CLEARVIEW WAY' U N V ithOut signature SAN MATEO,CA.94402 Undersecretary g Y The Commonwealth of Massachusetts Department of Industrial Accidents I Congress Street, Suite 100 Boston,MA 02114-2017 www.mass.gov/dia NVorkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Aualicant Information Please Print Legibly Name (Business/Organization/Individual):SolarCity Corp Address:3055 Clearview Way City/State/Zip:San Mateo CA 94402 Phone #:888-765-2489 Are you an employer?Check the appropriate box: Type of project(required): 1. I am a employer with 12,000 employees(full and/or part-time).* ❑ 7. ❑New construction 2.M I am a sole proprietor or partnership and have no employees working for me in 8. any capacity.[No workers'comp.insurance required.] . ❑Remodeling 9 3.�I am a homeowner doing all work myself.[No workers'comp.insurance required.]t El Demolition 10 ❑Building addition 4.❑I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole I LE]Electrical repairs or additions proprietors with no employees. 12.EJ Plumbing repairs or additions S.a I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.�ROof repairs These sub-contractors have employees and have workers'comp.insurance.t 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.E✓ Other solar panels 1 S2,§1(4),and we have no employees.[No workers'comp.insurance required.] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:American Zurich Insurance Company Policy#or Self-ins.Lic.#:WC0182015-01 Expiration Date:9/1/2017 Job Site Address:20 Lighthouse Ln City/State/Zip:Barnstable MA 02601 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,a 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 co this statement.may be forwarded to the Office of Investigations of the DIA for insurance coverage v rification. I do hereby r JudIr th "ains penalties of perjury that the information provided above is true and correct. Si nature: Date: 4/28/2017 Phone#:50 -640-5389 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#: S ` ; AtC Rv� TE CERTIFICATE OF LIABILITY INSURANCE °081192o16 THIS CERTIFICATE IS 15SUED 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 POLICIEES 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(a 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 an this certificate does not confer rights to the certificate holder in Neu of such endorsernentWc. PRODUCER CONTACT MARSH RISK&INSURANCE SERVICES NAB;_._....._. .—..—• -•--._. _......_....._.....__.._............_ 345 CALIFORNIA STREET.SUITE 13DD rnlcNE - I —_-._......._........ of CALIFORNIA LICENSE NO.0437153 E'61IAIL SAN FRANCISCO,CA 94104 • .--.. ...._ ........_.._.... . ...... ........._..._...—.. Attn:Shlmnon Scott 41 5-74 3 4133d _1NSUftERj5l AfFOROfNG CWEitAGE,_. ._-._.. NAIC# 998301-STND GAWUE•1617 tNSURBR A;Zurich American InSLranon Company 16535 INSURED , INSURER B:N1A IA SolarCity Corporation 3055 Oearview Way INsulleR c NIA ._._....-- ---.- .—._._.,...... .. .._. ._.NIA...... ......... San Matte,CA 9902 INSURER O:American Zurich Insurance Company 40142 tNSURrit E INSURER F COVERAGES CERTIFICATE NUMBER: SEA-003003278•03 REVISION NUMBER:6 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 SHONBV MAY HAVE BEEN REDUCED BY PAID_CLAIMS. IgiR TYPE.. INSURANCE ............... ...r LACY Ei F 'POLICYDocPY LIMI r8 A X' COMMERCIALGENERALUARUTY �LO0182016.01 09A1/4016 ID910112017 EACH OCGURRFNCE S 1,000.000 DAMA TOR NT£D .l CLAIMS-MADE f X OCCUR X SIR:5250.000 i MED EXP(Any ono p ei S 5,000 ! PERSONAL&ADVINJ_URY.. .$ 1,000,000 rGENIL AGGREGATE LIMIT APPLIES PER GENEE_ML AGGREGATE_. $ 2,000,000 X POLICY L.._J JJEEt 7 ❑LC PRODUCTS•-001,1P1QPAGG _S_. Z,OOD,aoO f ... --- OTHER: i S A j AUTOMOBILE LIABILITY °SAP0182017-01 09A112016 09101112017 Q� �NGLE IMIT_ 5 1,000,ODO X ANY AUTO BODILY INJURY(Per Person► $ ALL OWNED 1 SCHEDULED —"..-._. ....-.__...... ... .. .._. .... X AUTOS X 'AUTOS I:ODILY INJURY.U.side S" XI HIREDAUTOS X '.NON-OWNED Doan dwAltiMAC;E?' a........_........- AUTOS !P.@taccll.....-- --...__._..... S UMBRELLA LIAR OCCUR EACH OCCURRENCE S EXCMLJAS CLAIM$4*w AGGREGATE $ QED RETENTION$ S D WORKERS coMPR 9.1 WC01820U.01(AOS) 2016 0 112017 X PER UT AND EMPLOYERS'LIABILrTY D YIN C016201541(h4A� 091DV2016 09.ro1/2017 1,0p0,000 ANY PROPRI£TOR/PARTNER/IXECUTIVE E.L.EACH ACCIDENT __' S — A OFFICERIMEMBEREXCLUDE07. ®€NIA EUIlS016Z01E101 �09101I2416 09t0112017 (Mandatory in NH) I� E.L DISEASE_EA EMPLOYE S 1,INI0,006 H S describe under IL jmju a0y excess DI SM SIR-CA 1,0M,0D0 DESCRIPTION OF OPERATIONS below E L.DISEASE•POLICY LlkitT S DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remark,Schedule,may be attached it more space Is required) CERTIFICATE HOLDER CANCELLATION SodarClty CoMMIlion SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 30%CIean iewWay THE EXPIRATION DATE THEREOF, NOTICE 1ABLL BE DELIVERED IN San Mateo,CA 94402 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh Risk A Insurance Services Stephanie Guaiumi 019M.2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD t r O1aruty. OWnf LAUTHORMA T- ON Job#: Property Aaa'ress:, z U G NrHd�s LN C3 / j'4 � r 67 7l 'a as Owner of the WhJ6 , property hereby authorize SOI AItCITY'CORPORATION to act.n:my belialf„ in:all matters relative to,woA,authorized by-this bu ldung Permit application. S gna e.of OW er: Date: �� t • A^� DocuSign Envelope Ib:B31372F2-904Q-4A37-8351-C4F4F3484D2F SolarCity I PPA Customer Information Installation Location Date Joanne Pence 20 Lighthouse Lane 4/6/2017 20 Lighthouse Lane Barnstable,MA 02601 Barnstable,MA 02601 8473315934 Here are the key terms of your Power Purchase Agreement { s , Er -%0 "10' c, r System installation cost Electricity rate per kWh "° Annual Escalator :' t '' AgreementjTerm i DS DS - DS Ell { Initial here Initial herel Initial her DS The SolarCity Promise tp •We guarantee that if you sell your Home,the buyer will qualify to assume your Agreement. ......................................................................... Initial here E/_�n •We warrant all of our roofing work. DS •We restore your roof at the end of the Agreement. / Pj,Y, •We warrant, insure,maintain and repair the System. ...............................................................................................................:.................................................................................................. Initial here •We fix or pay for any damage we may cause to your property. •We provide 24/7 web-enabled monitoring at no additional cost. •The pricing in this Agreement is valid for 30 days.after 3/21/2017. Your SolarCity Power Purchase Agreement Details iYour Choices at the End of the Initial Options for System Purchase: Amount due at contract signing ..4 i Term: 1 •At certain times,as specified in $0 _ ._ •SolarCity will remove the System at no the Agreement,you may Est.amount due at installation cost to you. purchase the System. $0' 9 •You can upgrade to a new System with •These options apply during the 20 the latest solar technology under a new year term of our Agreement and Est.amount due at building inspection I contact. not beyond that term. $0 `. •You may purchase the System from Est.first year production SolarCity for its fair market value as ' 8,118 kWh specified in the Agreement. ___ _w ___ »= •You may renew this Agreement for up to ten(10)years in two(2)five(5)year increments. 3055 Clearview Way,San Mateo,CA 94402 888.765.2489 solarcity.com 2607673 Power Purchase Agreement,version 10.3.0,March 20,2017 SAPC/SEFA Compliant SolarCity Corporation DBA Tesla Energy Contractors License MA HIC 168572/EL-1136MR 0 Document generated on 3/21/2017 Copyright 2008-2015 SolarCity Corporation,All Rights Reserved DocuSign Envelope ID:B31372F2-9040-4A37-8351-C4F4F3484D2F 24. NOTICE OF RIGHT TO CANCEL. By signing below, I agree that SolarCity can contact me for YOU MAY CANCEL THIS CONTRACT AT ANY TIME PRIOR telemarketing and informational purposes via call or text using TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE automated technology and/or pre-recorded messages using the DATE YOU SIGN THIS CONTRACT. SEE EXHIBIT 1,THE phone number(s)I provided that are listed on the first page of this contract. I understand that consent is not a condition of ATTACHED NOTICE OF CANCELLATION FORM FOR AN purchase. You may opt-out of this authorization at any time by EXPLANATION OF THIS RIGHT. calling us at:888-765-2489 or sending us written notice and 25. ADDITIONAL RIGHTS TO CANCEL. mailing it to:SolarCity Corporation,Attention: Phone Authorization Opt-Out,3055 Clearview Way,San Mateo,CA IN ADDITION TO ANY RIGHTS YOU MAY HAVE TO CANCEL 94402. THIS PPA UNDER SECTION 24,YOU MAY ALSO CANCEL THIS PPA(A)AT NO COST AT ANY TIME PRIOR TO I have read this Power Purchase Agreement and the Exhibits in MIDNIGHT OF THE TENTH BUSINESS DAY AFTER THE DATE. their entirety and I acknowledge that I have received a YOU SIGN THIS AGREEMENT AND(B)AT ANY TIME PRIOR complete copy of this Power Purchase Agreement. TO COMMENCEMENT OF CONSTRUCTION ON YOUR HOME. Customer's Name:Joanne Pence 26. Pricing Docusignea by: The pricing in this PPA is valid for 30 days after 3/21/2017. Signature: f � 1 If you don't sign this PPA and return it to us on or prior to 30 days after 3/21/2017,SolarCity reserves the right to Date: 4/6/2017 reject this PPA unless you agree to our then current pricing. Customer's Name: Signature: Date: Power Purchase Agreement SolarCity approved Signature: Lyndon Rive, CEO Date: 3/21/2017 Power Purchase Agreement,version 10.3.0,March 20,2017 a �� 2607673 7 �t Version*66.3-TBD "WA SolarCit v April 27, 2017 RE: CERTIFICATION LETTER �Z F Project/Job#0263643 ES Project Address: Pence Residence CHILDS m� 20 Lighthouse Ln O CIVIL w Barnstable, MA 02601 No.52764 AHJ Barnstable Town Aq�9F�/STEP�o6i`�'Q SC Office Cape Cod FSSjpNALENG Design Criteria: -Applicable Codes= MA Res. Code,8th Edition,ASCE 7-05, and 2005 NDS - Risk Category = II -Wind Speed = 120 mph,Exposure Category C, Partially/Fully Enclosed Method -Ground Snow Load = 50 psf - MP1A: 2x10 @ 16"OC, Roof DL= 14 psf, Roof LL/SL= 35 psf(Non-PV), Roof LL/SL= 35 psf(PV) - MP1B: 2x10 @ 16"OC, Roof DL= 14 psf, Roof LL/SL= 35 psf(Non-PV), Roof LL/SL= 35 psf(PV) - MP2A: 2x10 @ 16"OC, Roof DL= 14 psf, Roof LL/SL= 35 psf(Non-PV), Roof LL/SL= 35 psf(PV) - MP2B: 2x10 @ 16"OC, Roof DL= 14 psf, Roof LL/SL= 35 psf(Non-PV), Roof LL/SL= 35 psf(PV) - MP2C: 2x10 @ 16"OC, Roof DL= 14 psf, Roof LL/SL= 35 psf(Non-PV), Roof LL/SL= 35 psf(PV) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.18757 < 0.4g and Seismic Design Category(SDC) = B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarCity. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation,,I certify that the existing structure directly supporting the PV system is adequate to withstand all loading indicated in the design criteria above based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/dots submitted for approval. James Childs,H. P.E. Professioional Engineer Digitally signed by James H. Childs, P.E. 888,7 9 x58390 e Date: 201 7.04.27 07:09:20 -07�00� email: jchildslhildsl@solarcity.com 3055 CIearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 so(arcity.com AL 05500,AR M-8937.AZ ROC 24,177tlROC 245450,CAMLB OW104,CO EC8041,CT HIC 06rv2778/EL0012530G.CC 4105140WOMECCc025M.DE 2011120SOU Tt-4032.FL EC130062?6,HI CT-24770.It 15-0052.MA I IIC 168572/ EL-1136MR,M6 HIC 1284487iHCti.NC SIX30i-Q.N10347CV 12523A".,NJ MJH!CN UVIt06780fA0B4EE•�77'.2IOO.Nht EVII-3K'S^O.tri t4V10121U5f72/C2-00766481i12-i)Orn�.OH EL-7707.OR C8433M/C 565.PA,HICPAO77343.RI AGOO47klReg 383U.TXTECL_"7076.Ut 872d450s5OL VA ELE2 10 515 3 27 8.Yf EM-0582o,WA SOLARC"gIoOV50LAF.C':OSt`i,41Nny 43?.Gt eene A-486.Hesaau H24047t0IXwI.H.loon PCc0al,Fockland lI-7t86n-40-00-00.SuYfaIY. 520f,Y•H.We46:hoerer WC-2.C68-NU,77Y.0 k2COt384-OCA 3CErJYC:'IYC LIc+meJ Qrrrur.n.4116:0.M004485 1 5 1 J.6thrl.Unit 10.5roo1,tyn.HY 1120kW ZCAP; -OCA.AJVm3nsrxohtlni LySo`erCttyFinere ComAvny.LLC' CA F7n4na LendareGcenee.60547sb So14zCtq Finarx a Cwo VeM.LLC Is Mcensetl`•A'8»Detewm a S ceta 8arh C%vmmlusnar toe.ytg.M butineaa n Csl e.era +der 11<snte rxant4r 072412.MO ConaVmer lou:Li<e+roe.2241 tN 6n teAmeni Laan Lfxne IL717?3/IL77J24,RI li'AM9tt L YHa'4?GY+310�iL.TX Raglalered CYedtx 1400D5P763-2C2404.V�Lerwa Lk ertta KE76L r Version#66.3-TBD olarC�t y le"A'S v HARDWARE DESIGN,AND'STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES 'Landscape Hardware.-Landscape Modules'Standoff Specifications tie Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPiA 64" 23" 39" NA Staggered 76.9% MP1B 64" 23" 39" NA Staggered 76.9% MP2A 64" 23 39" NA Staggered 76.9% MP26 64" 23" 39" NA Staggered 76.9% MP2C 64" 1 23" 39" 1 NA I Staggered 1 76.9% Portrait Hardware-Portrait Modules'Standoff Specifications Hardware X-X Spacing X-X Cantilever Y-Y Spacing Y-Y Cantilever Configuration Uplift DCR MPiA 32" 14" 65" NA Staggered 64.1% MP1B 32" 14" 65" NA Staggered 64.1% MP2A 32" 14" 65" NA Staggered 64.1% MP2113 32" 14" 65" NA Staggered 64.1% MP2C 32" 14" 65" NA Staggered 64.1% Structure Mounting Plane Framing Qualification Results Type Spacing Pitch Member Evaluation Results MPiA Vaulted Ceiling 16"O.C. 260 Member Analysis OK MP36 Vaulted Ceiling 16"O.C. 260 Member Analysis OK MP2A Vaulted Ceiling 16"O.C. 260 Member Analysis OK MP2113 Vaulted Ceilin 16"O.C. 261 Member Analysis OK MP2C Vaulted Ceiling 16"O.C. 260 Member Analysis OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site.The existing gravity and lateral load carrying members were evaluated in accordance with the IBC and the IEBC. ti l 3055 Clearview Way San Mateo,CA 94402 T(650)638 -1028 (888)SOL-CITY F(650)638-1029 solarcity.com At MOO.AR M-8947.AZ ROC 243MROC 265430,CA CS1.8 888104.CO EC8041,Cr H1C O6a2778.°ELC OI1!ZO5.DC 41061 OOGO80/ECC902W,DE 2011120280 2.T1.6012.n.EC13004226.HI CT-29770.It IS-0052,MA HIC 16857 EL-1136MF.MD HIC 128948/1I005,NC 308C1-U.NH 0347CJt2523M:11J NdHIC413V1t06;b0600/84EB01732700,Nt4 EE98-3T7590.HV.w2012r.35122/C2-00786481B2-OOr9719,OH EL47707.OR{81004:g/C562.FA 0CPAO)7341.F2 AC0041i4/Rep 38313.TX TECL27006.UT 6726950�55101.VA ELE2705153278.VT EM-OW9.WA SOLARC'9MOVSOLARC'91XP7.Albany 439.OIaene A-486.Nassau H240971OCNX Putnam PC4041,Rooland H.118 6 4-4 0-00 In Wfdk. 52057-i1.WitchastarWC-26098-H13.NYCp20D1384-OCA.SCENYC:N Y.0 Licemiid E1 Vcian.A121;0,#004485.155'n'alar5L 6th FI,.U.410.8rooklyn.NY R201 A2013966-DCA All bane rxovided by SolarCitr FlranceCo posy,.LLC CA Finalca tender$Liceme 6C6e796 Solsr(Aty Finance C,omr.".LLC is Ilcenaed h!t1x C ala.carc S,a.e Bsnk Commtssionar to engage in buatnoe$in Delaware under 1lrame number 019422.MO Comomer Loan Liceme 2241.My kp Cadman.Loan Licexe It IY)23/I1.11024.Pl LI-dLaxlrr 920Ys3iO3LL.TX Rr lsteradQeditcr 140005O9L3-20240CV1 LcaWerl.I'm,46766 STRUCTURE ANALYSIS- L'OADING SUMMARY'AND'MEMBEWCHECK, KMP1Ax = Member Properties Summary " "}x Horizontal Member Spans Rafter Pro ertie§ Overhang 0.32 ft Actual W 1.50" Roof System Pro ernes a San 1 M2.85A-1 °Actual DM Q 9 25,. Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofin Materials * ,r ��d, " .Com `Ropf r ` =."S an 3 • <. `.8�: �DNA ,HA' in!`2 F 13 w"N"Ut Re-Roof No San 4 Sx in.^3 21.39 Plywood Sheathing 's: iMill Yes �µl MMS an SINWO tag .P 98 93 NW d Board Sheathing None Total Rake Span 14.65 ft TL Defl'n Limit 180 Vaulted Ceiling NM_ fb_ KMomYesz 1 r '.. PVTStart-W 04,01FA.108 ftONO *Wood S ecies �• SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.08 ft Wood Grade #2 Rafter S I o pe_. "• ... . . $'M- 2 6 010PV,2 Start"N U m,r' Fb si WMP PRA6 Rafter Spacing 16"O.C. PV 2 End Fv(psi) .135 Top Lat Bracing _.__ . . ' Full PV;3 Startf ; "1°400,000_ `„�,_ Bot Lat Bracing Full PV 3 End E-min(psi) 510.000 Member Loading mairy Roof Pitch 6 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.11 15.6 psf 15.6 psf PV:Dead Load 1:� ' , '; PWDL _ M �3.0`,` sf:r� €1 x i l'11!#( , 00;._ 90 M V, ; 3 3.psf?. Roof Live Load RLL 20.0 psf x 0.90 .18.0 psf , ,.x x 0Psf ' � r 35;0' sf". M Live/Snow,Load �. h, . So 0 psf w 35. Total Load(GoverningLC TL 50:6 psf 53.9 s Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf= 0.7(Ce)(CJ(Is)pg; Ce=0.91 Ct=1.1,IS=1.0 Member Anal sis-Results Summary ' Governin Anal sis Max Moment @ Location Capacity DCR Result + Bending Stress(psi) 821.5 6.8 ft 1,272.9 65% Pass Mounting Plane Information Roof 60 RafteSlSpacin ° ; : _ "_ •�._ 3, T ,._ . , MM 67 Q. 1, F16? Framing Type/ Direction Y-Y Rafters PSystemT;r e,+ x '� ';SolarCitySleekMountT" :. Zep System Type ,ter. > r ComuMountSRV, Stendoff Attachment Hardware .yw,�� - "" -� `,°. n a p'' Spanning Vents No Wind Design Criteria.. Wind Design Code IBC 2009 ASCE 7-05 Wind!Desig`n Methgd _'`�. .�_- _ •..�,�: w� ��" � Partially%Full" Enclosed Meths � �� �� Basic Wind Speed V 120 mph Fig. 6-1 C # ` } 1 Exposure_Cate9ory ', � �� -R'�.��.�= ..<_ ., , .t- � �.•:, ,�; "• jSection Roof Style Gable Roof Fig.6-11B/C/D-14A/B ate; `r Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6 3 Topographic Factory Wind Directionality Factor Kd 0.85 Table 6-4 E°: Table 6-la4rlgi; Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 29.6 psf Wind Pressure Ext. Pressure Coefficient U GCp(Up) -0.88 Fig.6-11B/C/D-14A/B EC-Pressure Coefficient:Down R� ,, ,fGC '(Down) ` ". rr., w yak „. 0.45 .,, .. s Fig:6-11B/C/D-'14A/B Design Wind Pressure p= qh(GCp) Equation 6-22 Wind Pressure Up NUM -25.9 psf Wind Pressure Down Pfdownl 13.4psf ALLOWABLE=STANDOFF SPACIN.GSr '� ., - X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max,Allowable,Cantileyer _ .. Landscape- : ;O I 4 "- .k; : , ` �NA . Standoff Confi uration Landscape Staggered Max"Standoff Tributary,Area, � _ " Trib � .� PV Assembly Dead Load W-PV 3.0 psf Net Wind!Uplift atMStandoff , ;¢: Tactual , , . Ibs Uplift Capacity of Standoff T-allow 548 Ibs �. Standoff Demand a mmci a ,. _MDCR :: 76.9° Ca .._ .: X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 321f 65" .; : k. Max Allowable;Cantilever , � � „� �... •.Portrait, " Standoff Configuration - Portrait Staggered _Max Standoff Tr b itary_Area ; , �� 14 sf W °' '~` aOy, US. 4 gTrib� �� � PV Assembly Dead Load W-PV 3.0 psf Net WmdUplift;at StandoffT�actual .A ;:n -351 Ibs .. 't= Uplift Capacity of Standoff T-allow 548 Ibs StandofftDemand Ca aci , t U x T-27,R ROT-,-' _...� " . a i 64:1%` WE r;u,,1by .,. STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP1B Member Properties Summary MPIB Horizontal MemberSpans Rafter Pro erties Overhang 0.32 ft Actual W 1.50" Roof System Pro erties �'.S an 1 ` '"12.87 ft Actual D 9.25"" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof San 3 -A in^2 , 13.88 Re-Roof No San 4 Sx(in.A3 21.39 Plywood Sheathing • • f# •' w.,, San 5 ; ' � ,p,I x Ix in!`4 Yes. :A 98.93� Board Sheathing None Total Rake Span 14.68 ft TL DefPn Limit 180 Vaulted Ceiling Yes PV 1 Start t' 4.08 ft ''.Wood Species, SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.08 ft Wood Grade #2 Rafter Slope 260 PV 2 Start Fb(psi) 875 Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 To Lat Bracing___. 6 ,. :' �FuIN , " $ PV;3'Start '.-w 9E 577E(psi)'-'I,,-.. q- °;1,400,000�U-47 Bot Lat Bracing Full PV 3 End E-min(DSil 1 510,000 Member Loading Summary Roof Pitch 6 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.11 15.6 psf 15.6 psf PV Dead Load U=,,R " t 3.0'i sf ,0V x::1.11 .3_ R;Y 1b ' . .; 3.3 psfe Roof Live Load RLL 20.0 psf x 0.90 18.0 psf Live/Snow Load LL SL1,2 50.0 psf x 0.7 1 x 0.7 35.0 psf .' 35.0 psf Total Load(Governing LC TL 50.6 psf 53.9 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C0(IS)pg; Ce=0.9,Ct=1.1,I,=1.0 Member Anal sis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result + Bending Stress(psi) 824.1 6.8 ft 1,272.9 65% Pass ZEP:HARDWARE,DESIGN CALCULATIONSMPlB w Mounting Plane Information Roofing Material _" Comp Roof Roof Slope 260 Rafter Spacing - 16 O.C. Framing Type/ Direction Y-Y Rafters PV System Type _ SolarCity SleekMount— Zep System Type ZS Comp Standoff Attachment Hardware Como Mount SRV .w_ Spanning Vents No --- � gy m` ;n Wind Design Criteria Wind Design Code IBC 2009 ASCE 7-05 Wind Design Method 87777Partially/Fully_Enclosed Method . _ Basic Wind Speed V 120 mph Fig. 6-1 Exposure Category C Section 6.5.6.3 - �--- —-- Roof Style Gable Roof Fig.6-11B/C/D-141A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 ° 1.00 • ,: Section 6:5.7 Topographic•Factor :" ..,n Krt _ ._ _._ Wind Directionality Factor Kd 0.85 Table 6-4 Im ortance'Factor7 ,;° �,�' ' I. 7 47 .= r»., 1.0 �u .. �. :. x aJ Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 29.6 psf Wind Pressure Ext. Pressure Coefficient U GCp(Up) -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GCp(Down) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GCp) Equation 6-22 Wind Pressure Up p„ -25.9 psf Wind Pressure Down 13.4 psf WLLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landsca e� 23I, NA -- _ - -- - - — �--- - p_ z,' , Standoff Configuration Landscape Staggered Max Standoff Tributary Area_ - Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift-at Standoff T-actual _ _ -421 Ibs Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand/Capacity DCR 76.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32" 65" Max Allowable Cantilever" ,, `- Portrait }:." :NA__ .� Allowable _ Standoff Confi uration Portrait Staggered Max.Standoff Trit utary,Area z PV Assembly Dead Load W-PV 3.0 psf. Net Wind_U_lifat Standoff "°" T-actual _ -351 Ibs p_ _ ' Uplift Capacity of Standoff T-allow v 548 Ibs Standoff Demand/Capacity DCR 64.1% STRUCTURE ANALYSIS- LOADING SUMMARY AND MEMBER CHECK- MP2A Member Properties Summary MP2A Horizontal Member Spans Rafter Pro erties Overhang 0.32 ft Actual W 1.50" Roof System Pro erties San 1 12.96 ft j; Actual.D ._ 9.25 Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof S Wan 3 °"fi `'' Ain^2 13.88 Re-Roof No San 4 Sx in.A3 21.39 Plywood Sheathing 4. cy. a ,Yes .t. "Span 5 ,; _ Ix in^4 cam` : 98.93 G.. Board Sheathing None Total Rake Span 14.78 ft TL Defl'n Limit 180 Vaulted Ceiling Yes PV 1 Start '. 4.25 ft Wood Species. SPF ' Ceiling Finish 1/2"Gypsum Board PV 1 End 12.33 ft Wood Grade #2 m; .-, 26° P 2 Start_ _V , Fb(psi) �w 875 ,:,.. Rafter Slo e. :_ _ Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing Full PV 3 Start E(psi) 1,400,000 Bot Lat Bracing Full PV 3 End E-min(psi) 510,000 Member Loading mary Roof Pitch 6 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.11 15.6 psf 15.6 psf PV.Dead Load . .,PV-DL 3!0 psf x iaf ..p ts„ ; . p 3:3 psf Roof Live Load RLL 20.0 psf x 0.90 18.0 psf Live/Snow Load LL SL1,2 50.0 psf x 0.7-1 x 0. 35.0'psf ,: 35.0 psf Total Load(Governing LC H TL 50.6 psf 53.9 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Cj(Ct)(IS)pg; Ce 0.9,Ct=1.1,IS=1.0 Member Anal sis Results Summary Governing Analysis Max Moment @ Locat_ion__T capacity DCR Result + Bending Stress(psi 835.2 6.8 ft 1 1,272.9 66% Pass ZEP HARDWARE MIEN CALCULATIONS Mounting Plane Information Roofin Material aComp Roof. N.. Roof Slope 260 Rafter Spacing 16'O.C. Framing Type/Direction Y-Y Rafters P S _ ystem Type' 's.'- �a.Y: a , arCityi,SleekMountT"" __ Sol' Zep System Type ZS Comp Standoff Attachment Hardware Comn Mount SRV Spanning Vents No Wind Design Criteria Wind Design Code IBC 2009 ASCE 7-05 Wind Design Method _ Partially/Fully Enclosed Method - --- Basic Wind Speed V _ 120 mph Fig. 6-1 Exposure Category "C Section 6^5 6.3-71 Roof Style Gable Roof Fig_.6-11B/C/D-14A/B Mean Roof Height s h 7. _ 25 ft Section.6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic'Factor art_ 0100, .."Section 6.5.7 Wind Directionality Factor Kd 0.85 _Table 6-4 Importance Factor wI ' 1.0 —Table 66-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V-2)(I) Equation 6-15 29.6 pslf Wind Pressure Ext. Pressure Coefficient U GCp(Up) -0.88 Fig.6-11B/C/D-14A/B Ext.,Pressure Coefficient' Down !GC (Down)-#' : Marhma0:45 Fig;6-11B/C/D-14A/B Design Wind Pressure p p= qh(GCp) Equation 6-22 Wind Pressure Up p„ -25.9 psf Wind Pressure Down 13.4 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39' _ Max AllowableCantileve'r L ndscape - - - _ Standoff Configuration Landscape Staggered Max Stadoff Tributa Area Trib 17 sf -n _r_y - - PV Assembly Dead Load W-PV 3.0 psf Nets vmd llplift'-at Standoff ° T actual _° - __�._ ,� � Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand/Capacity DCR 76.90%b X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32" 65" Max Allowabl6,Cantilever k� Portrait]. r 14 ' . N_ A Standoff Confi uration Portrait Staggered Max.Standoff Tributary Area _ Trib 14:sf _ -_ -�— PV sf Ne Wind UpliDeatlStandoff_ * . �T act alb ,:, ; 351pbs �-- n s� Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand/Capacity DCR 64.1% STRUCTURE ANALYSIS --LOADING SUMMARY AND'MEMBEWCHECK: MP2B� Member Properties Summary ` ' Horizontal Member Spans Rafter Pro erties � .° Overhang 0.32 ft Actual W 1.50" Roof System Properties ° ;S an i s `12.98 W Actual D. d� 9:25' Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing;Material . . Com Rof - San3ii . Re-Roof No San 4 Sx in.^3 21.39 Plywood Sheath i ngRAW.. N: 0; ; WK.YesI 01i ..• . 'S an 5 56w 49 IONA, �,.� AIx in^4 NO MUM"98.93 .. Board Sheathing None Total Rake Span 14.80 ft TL Defl'n Limit 180 Vaulted Ce�hn PVA'Start ,:: �' �. "g ` x - �,.�. .. -"�-°�" �j . Yeses.•< ' f, `:4:25,ft= . . ��:Wood`S ecies� � � SPF.�.. ,.,._. Ceiling Finish 1/2"Gypsum Board PV 1 End 12.33 ft Wood Grade #2 Rafter,Slope '6 v� �'.26° W "PV,2 Start '. ;. Fb(psi)% !r = ,.F,875 Rafter Spacing 16"O.C. PV 2 End I Fv(psi) 135 To p Lat Bracing C Z&WNW IM Z GUA-i M& Full m, .5� E F'PV,3 Start�1 r0W . , .W ` ,WE(ps)a. =i � F31,r400,000i Mot Lat Bracing Full PV 3 End E-min(psi) 510,000 Member Loading mary Roof Pitch 6 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.11 15.6 psf 15.6 psf PV Dead',Load' : ff iMPWDLf N'0,12,3.0 s f 0— PAUM, x 1,1111 _ ;:'; ME ,WW , 3..3 1 Of01 Roof Live Load RLL 20.0 psf x 0.90 18.0 psf Live/Snow,LoadW.A %M LL'4 SL1,�2 3 ` AI �50.0.psf 0 Wk` 0 7.&IN-0 7 @ 35.0 psf' ,°' : 0W35' psf, Total Load(Governing LC I TL 1 1 50.6 psf 1 53.9 nsf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(C0(Is)p9; Ce=0.91 Ct=1.1,IS=1.0 Member Anal sis Results Summary Governing Analysis Max Moment @ Location Capacityt DCR Result' + Bending Stress(psi) 837.7 6.9 ft 1272.9 66% Pass ZEP'HARDWARE_DESIGN CALCULATION'S=MP2B Mounting Plane Information Roofing Material Comp Roof - Roof Slope 260 y- � 160C' s RaftersSf `a acin '�.�l Framing Type/Direction K Y-Y Rafters _ SleekPVSemT SolarCi Mount� 1,�", Zep System Type ZS Comp Standoff; Attachment Hardware 4 Como Mount SRV,x. 4", ._la° „�+1°_: •., .F Spanning Vents No �a� •tea,. F� '+� •• •� . �;. _ '' w . , :y ,_,,• s �,�_ s. r x a'fix;±. :h uP.n a?: 77 t `. 7 y o Wind Design Criteria Wind Design Code IBC 2009 ASCE 7-05 Wig Method - Partially/Fully Enclosed.Method Basic Wind Speed V 120 mph Fig. 6-1 Exposure Category _ CSection 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h I I Section'6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic,Factor Ka 1.00 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 29.6 psf Wind Pressure Ext. Pressure Coefficient U GC U -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC (Down) 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh (GCp) Equation 6-22 Wind Pressure Up p„ -25.9 psf Wind Pressure Down 13.4 psf LLOWABLE—STANDO . SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" .Max Allowable Cantilever �Landscape� 23" NA Standoff Configuration Landscape Staggered Max Standoff Tributa-ry_Are_a Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift"at Standoff T-actual -421 Ibs Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand/Capacity DCR 76.9% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32" 65" Max-Allowable Cantilever Portrait 14" NA, Standoff Confi uration Portrait Staggered Max Standoff Tributary Area _- Trib 14 sf _ PV Assembly Dead Load W-PV 3.0 psf Net Wind U lif-at Standoff T-actual -351 Ibs : R Uplift Capacity of Standoff T-allow 548 Ibs Standoff=Demand Ca aci DCR I64.1% STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP2C Member Properties Summary T MP2C Horizontal Member Spans Rafter Pro erties Overhang 0.32 ft Actual W 1.50" Roof System Pro erties San 1 13.01 ft Actual D 9.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material Comp Roof _ San 3 = Ain^2 13.88 Re-Roof No San 4 Sx in.^3 21.39 PI wood Sheathing,,67'%u '&Yes .'�.: S an'S .98.93 ..,, Board Sheathing None Total Rake Span 14.83 ft TL DON Limit 180 Vaulted Ceiling 7�lYes. >PV "Start: '4 33 ft . Wood Species SPF-7111 Ceilina Finish 1/2"Gypsum Board PV 1 End 12.33 ft Wood Grade #2 Rafter Sloe 260 PV 2 Start Fb(psi) 875 Rafter Spacing 16"O.C. PV 2 End Fv(psi) 135 Top Lat Bracing ;"- Full PV,3 Start E psi 1,400,000. w Bot Lat Bracing Full PV 3 End )SO 510,000 Member Loading mary Roof Pitch 6 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.11 15.6 psf 15.6 psf PV Dead Load ",PV-DL 3.0 psf x 1.11 3.3 psf Roof Live Load RLL 20.0 psf x 0.90 18.0 psf Live/Snow Load, .'� .. 'ALL SL t�;50A`psf x 0.7A140.7 �35.0 psf 35.0 psf-a „. Total Load(Gover;ing LC I TL 50.6 psf 53.9 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)py; Ce=0.9,Ct=1.1,IS=1.0 Member Anal sis Results Summary Governing Analysis Max Moment @ Location Capacity DCR Result + Bending Stress(psi) 841.6 6.9 ft 1,272.9 66% Pass [Z_EP HARDWARErDESIGN CALCULATIONSMP2C___ -- Mounting Plane Information Roofin �Matenal .' Comp.Roof ,-A, `' q.. Roof Slope 260 Rafter Spacing-' *' 16"O.C. Framing Type/Direction Y-Y Rafters PV System Type _ _- M SolarCity SleekMountT"' Zep System Type ZS Comp Standoff Attachment Hardware Comn Mount SRV Spanning Vents No r`�s _,Fy � •.?,�-. .. .:.y-.-�"� {£•'�;k.w� x"- ,"g's��n �.`Y":fay q.' ... �;r .rs� +�'�.«" �� ��k ems, .. . 77 , w- Wind Design Criteria Wind Design Code IBC 2009 ASCE 7-05 WindPesign Method Partially/FullyEnclosed:Me_thod Basic Wind Speed V 120 mph Fig. 6-1 Exposure Category C` _Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof=Hei ht _,"� .iF: .." h 4. - _.:. 25 ft�,,,�, � ' Section 6:2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor KA 1.00, 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 29.6 psf Wind Pressure Ext. Pressure Coefficient U GCp U -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down . := " 0.45 �I ?,- - Fig.6=11B/C/D-14A/B Design Wind Pressure p p = qh(GCp) Equation 6-22 Wind Pressure U -25.9 psf Wind Pressure Down 13.4 psf ALL01iNABLE:STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever_ wLandscape 23" a NA Standoff Configuration Landscape Staggered Max Standoff-Tributary Area -- Trib 17 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Upliftat StandoffT actual -421 Ibs , Uplift Capacity of Standoff T-allow 548 Ibs Standoff,Demand Ca aci ll e DCR r 76.96/0777 n.7 k 4 X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 32" 65" Max Allowabl_e_Cantilever Portrait 14' NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 14 sf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff Taactual___ - 351 Ibs . .. Uplift Capacity of Standoff T-allow 548 Ibs Standoff Demand/Capacity RV DCR �r-r,.,..-.,-dam,:-.^.�.r-..r. --.-�,.,.�...,..n-_ ._�-.-.s.."'�.-�+��7^•u;:,�'�`�'�`. ;�-^..:,.vv:«�.:..._,"tµ.-`..-:t�+v+.✓-ti.,.., :,..�r•.,..:.-+r�••.*�-,�+.'--^�'Yv"^`-•'"`��,,,,-�^`--.,."�-w"".r; ' Assessor's :map and lot number s. -.� ........... Sewage Permit number ..!�v.l.. . ,..G u /.. ..r ......0 A. yofTHETo�♦ TOWN OF BARNSTABLE Z 33AWSTAELE; i 9, 0 aYa•�� BUILDING INSFECTOk , t APPLICATION FOR 'PERMIT TO �.(,�1,1U( L.�> ... ...�� ?� iC .. L/�4 ?. ................. ;, �.• /! TYPE: OF CONSTRUCTION; ..... ...... ....... ........................................... ................................................ _ ..................................19.. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according. to the � following information: lol� V�Location ........... .... . .......................... ................................... ProposedUse ............1.....� ��e `� .�1.)1....lr�Q.fi! t ............................................................. ........................................ Zoning District ......... .............................. ....Fire District q /A;D.►/w;-f........................................ ??1Name of Owner ... ..Address Name' of Builder .. ..,.. �0. . '! ....�.PAO..../.! (Address ........ ..... G .. ...,, ).0? P1�.5......... Name of 'Architect �+ ..........................Address S tr3 o�'i a Number of Rooms ................... ....................... .........Foundation - Exlerior .........t,.V1t............................. ...Roofing .#9-... �®L x . 1 Floors .,. !n/6� ...........................................:.....:..Interior ............Ch.A��7.��'���,....................................... ..... . . .... HeatingL.'L........f`�.a..�.... � -......................Plumbing ................K(. ...... �. ....................................... Fireplace ...... ................................................Approximate Cost ................ ..................................... 4 Definitive Plan Approved by Planning Board ________________________________19________. Area `.. ...'S.... . ............................... Diagram of Lot and Building with Dimensions Fee ............................... SUBJECT TO APPROVAL OF BOARD OF HEALTH (bj . i Yd -� ,• I I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Nameg� G...: .................... ` Peak, David No PeiWh for add to dwelling ................................. & remodel ............................................................................... Li hthouse Location .......... Lane ....................... .......... .... � ................ Hyannis a,�c.�.se�.. .......................................... { ..► �� «• �., OW r David Peak ......................................................... . frame T e"oof Construction ..:.- yp .............. .. ......... A r ..... Plot ........................... Lot ................................ +� "`� - ,. I # ._ �-...��,;� ✓ c: ; Permit Granted .............Segtemher..1..9 74 r �� Date of Inspection ..... ................... .......19 - . ' Date Completed .. � 19 7S� r` PERMIT REFUSED ; j . T t IL _ r —, 19 ........................................................� ......... ... ti sr [r ......................................................... .................y^!: f;Z - .^ ..................... ................................ ..............T .........................................................+.................... w Approved .......................................:....... 19 ............................................................................... - ..........................................................................:.... r=_. ". -.—4..., .:.,.�;,,....--.✓..*-,«... k +fie r;�..�« ...r.N......,<. ... •.. / � ,.,... .... ..... ....�. �: ,... .., a...,....a,. ..+'ac....: r .. r .1� Assessor's map;.and lot numb :�^er ��...: ..'^'.: ..,;, 4�:.... ...�.... Sewage Permit number` ..!w."....,....G....``f`jlk. ............. �- -yofT"Er°�� TOWN OF BARNSTABLE Z 13AR33TADLE, i V BUILDING INSPECTOR 'FO 39 APPLICATION FOR PERMIT TO .. ).!..a1..?..(�..r�/�1,/�'L� �... ..V< d>/,�! F:......,/�: / ?. ................. TYPEOF CONSTRUCTION ............. / "t!"`...:............................................................................ ........'�............................ �f TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ............�..1.. �1.. ". ,1�,.(�!.(J..S. ......... _:. T !✓I.../��............................................................... � ,. . 1c).. . .......................... Proposed Use .............................. .... ....... ............................................................................... ... Zoning District .........�1.4.. ....................................................Fire District ....... :� .,:�?. tw . ........................................ Name of Owner .••l� .i/..?. ....... .r: ?. ..........................Address ........... �.G .....Jlel 1�!t�... .f?.t !. ....�.j.... ,N... -D Name of Builder .. :. ..:.. I�'sgf+,f1 ....4.T(1..'u .../M(Address ....... 1' s .....41.a .- ...: .r ...,� >1, ✓Yv?!1. ......... Name of Architect ..................................................Address S.... t Number of Rooms ................../............................................Foundation 1 �-1dC � ............ ................................................. Exterior � .`f� ...Roofing Fa.� ........... .. ............................................................. ............................ ...................................................... Floors .Interiorh, • '0 ....................... .................................................. Heating N e � ll)b �/L/A� �-- ........Plumbing ( (/.....Ab7 ...............................................t , ........................r:.............................. ... Fireplace ................................................Approximate Cost ............. 58�..... ................................ Definitive Plan Approved by Planning Board ________________________________19________. Area ............... . 1� ...Sl 5 Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH I r., I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ..................... B Peak, David No .....173 :. Permit for ,, add t d elling & remodel ..................... .......................................................... Location 2 ..Lighthouse Lane ................................................................ Hyannis ....:..................................................................... :.... Owner David Peak .................................................................. Type of Construction frame ................................................................................ Plot ............................ Lot ................................ Permit Granted ......Septembgr,,,10.......19 74 Date of Inspection ....................................19 Date Completed ......................................19 PERMIT REFUSED ................................................................ 19 ............................................................................... ................................................................................ ............................................................................... ............................................................................... Approved ................................................ 19 ............................................................................... ............................................................................... I 155362 F E # 13114 CENSUS TRACT # ENT: & Fish DEED BOOK PAGE ER t ea PLAN BOOK PAGE LOT LICANT: joanne pence ASSESSORS PLAN PLOT MORTGAGE I N S P E C T ION PLAN OF LAND I N B A R N S T A B L E SCALE : 1"= 40' 1 I APR I L 9, 1991 NJIF I PEAK WAY 11,261 � �T A-7 o u) 1 5.00 �/�� _ ` J .001 — n -70 — _ 89•I� ^i I � 22 12 co `g 'L LL m G LC) � - -79.93 LoT 15 I,OT 13 26 - I CERTIFY TO . NUTTER, MCLENNEN & FISH AND ITS TITLE INSURANCE COMPANY, THAT THERE ARE NO VISIBLE ENCROACHMENTS OR EASEMENTS EXCEPT AS SHOWN AND THAT THIS PLAN WAS PREPARED UNDER MY IMMEDIATE SUPERVISION . THE LOCATION OF THE DWELLING AS SHOWN IS IN COMPLIANCE WITH THE LOCAL ZONING BY- LAWS WITH RESPECT TO HORIZONTAL DIMENSIONAL REQUIREMENTS . THE DWELLING SHOWN HERE DOES NOT FALL � KEMMETH %r WITHIN A SPECIAL FLOOD HAZARD ZONE AS FER .F..IRIA DELINEATED ON A MAP OF COMMUNITY .4250001, 716 DATED 8/19/85 BY THE F. I .A. WARNING; FLOOD HAZARD ZONE HAS BEEN DETERMINED BY SCALE AND IS NOT NECESSARILY Land Surveyors Civil Engineers ACCURATE, ' UNTIL DEFINITIVE PLANS ARE ISSUED. BY H. U.D. AND OR A VERT I CAL CONTROL (gibe ostnn Xana �$nrbeg (go., �nr_ SURVEY IS PERFORMED AN ACCURATE 172 William $t. DETERMINATION CANNOT BE MADE. Ye(n �tbfora, .4�A 02740 GENERAL NOTES: (1) The declarations made above are on the basis of my knowledge, information, and belief as the result of a mortgage plot plan tape survey inspection made to the normal standard of care of registered land surveyors practicing in Massachusetts. (2) Declarations are made to the above named client only as of this date. (3) This plan was not made for recording purposes, for use in preparing deed descriptions or for con- structions. (4) verifications of property line dimensions, building offsets, fences, or lot configuration may be accomplished only by an accurate instrument survey. THE CLASSIC POST & BEAM GARDEN SHED EVELAND CONSTRUCTION 209 Iyanough Road Hyannis, MA 02601 (508) 778-5667 FRAME - ALL LUMBER TO BE FULL DIMENSIONAL PINE 2 X 6 FLOOR JOISTS, RAFTERS, COLLAR TIES. @ 24" O.C. - 4 X 4 CORNER POSTS 2. X 4 STUDS AND PURLINS 1X VARIOUS WIDTH DECK, ROOF BOARDS & SIDING ALL VERTICAL SIDING TO HAVE 1/2" X 2" BATTONS .@ SEAMS OTHER SPECS SOLID- CONCRETE BLOCK FOOTINGS (POURED WHERE REQUIRED) ALUMINUM GABLE .VENTS ALUMINUM PLINTH POST FEET ASPHALT .ROOF SHINGLES, UNLESS OTHERWISE SPECIFIED 1 X & RAKE BOARDS; 1 X 6 FACIA; 6" TEE HINGES; LOCKING HASP ALL HEIGHT DIMENSIONS APPROXIMATE 7`3" ' Assessor's Office 1st floor Ma 4 Lot /�� Permit# . ✓ ova Conscrvatio , 4th floor Date Issued Board of Health Ord floor Engineering Dept. 3rd floor House# °p ,,' � Planning Dept. (lit floor/School Admin.Bldg.): MAW i aenHar�su, i Definitive Plan Approved by Planning Board 19 (Applications processed 8:30-9:30 a.m.& 1:00-2:00 p.m.) TOWN OF BARNSTABLE Building Permit Application Proiect Street Address �nVL /&'h/7-.1-10 U$ L IQ1a,6 Village IV 41 1-1- y/S, AP714 Fire District - S Chvner , ' �'!70� Octf --7 i7 le h G Address Telephonc IOx- ( ,,3clz 6 9/ 'tr&41 01q&L-j001/) � C. old 6/-00d6, -r4- 600c/ 7 Permit Request:-- / 0 4?4l/ e. .C� Zoning District Flood Plain ND Water Protection Lot Size Grandfathered Zoning Board of Anneals Authorization Recorded Current Use R(s /at-ea 4 Z Proposed Use Re.S /Q1 f -7 Q Construction Tyne Existing Information Dwelling Type: Single Family /\ Two family Multi-family Age of structure 00 fo Basement type No r7 -t- Historic House Finished Old KinY s Highway Unfinished Number of Baths J No. of Bedrooms -,3 Total Room Count not including baths (o First Floor Heat Type and Fuel �z-oPQ 17 - Central Air Fireplaces Garage: Detached Nd.,? 'e Other Detached Structures Pool Attached Barn None Sheds Other Builder Information Name F!O€L FJJI/!� C'O A/S'T.e 0 C 7T/6 /y Telephone number ,S Or - 7 78'-S 6 a 7 Address �O �9 1 Y 4 n o�/ /, oE'ot License# .5r /7'7 C' G G O/ Home Improvement Contractor# Worker's Compensation # / I-/.T -d 0 -O NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN (AS BUILT) SHOWING EXISTING, AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO LAl/ L L r-4,t Ek✓ Q P S/ rl 43 C 0iV7-2 *qC 7-0 Proie t Cost 9 O /a 9 4 Fee -501 00 SIGNATURE _ /D BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) BPERM T FOR OFFICE USE ONLY PENCE, ROBERT & JOANNE ADDRE%S. 20 LIGHTHOUSE LANE , HYANNIS VILLAGE : OWNER ROBERT & JOANNE PENCE DATE OF INSPECTION: FOUNDATION C LV M[E t y t i INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL` FINAL BUILDING: , DATE CLOSED OUT: ASSOCIATE PLAN NO. YI, t t3 .- Uooa965: 120 04-28-2004 2a21 �Hlet COURT REG I STR' C1 t: RXWN Town of Barnstable 22 Zoning Board of Appeals Decision and Notiaq< 18514 P s 125 032412 Pence 04-28-2004 & 02 2 32P Appeal 2004-37- Special Permit- Section 4-4.3 Nonconforming Buildings &MGL Chapter 40A, Section 6 Demolition and Reconstruction on an Undersized Non-conforming Lot Summary: Granted with Conditions _--- -" Petitioner: Joanne and Anthony Pence Property Address: 20 Lighthouse Lane and 18 Lighthouse Lane,Hyannis,MA Map/Parcel: Map 306,Parcels 188,and 207-001 Zoning: Residential B Zoning District Relief Requested&Background: The subject property is located off Keyes Memorial Beach(Sea Street Beach) in Hyannis. It is addressed 20 and 18 Lighthouse Lane,Hyannis and consists of two lots that together total 0.49 acres. They are developed with a two-story,three-bedroom,single-family dwelling that dates to the early 1900's. The dwelling is 1,534 sq.ft.including the first floor porch. The lot is served by public water and is connected to the Town's Wastewater Treatment Facility. The applicants are proposing to demolish the existing dwelling on the lot and reconstruct a new single- familydwelling. The proposed new dwelling is to be a two-story,three-bedroom,single-family dwelling of 2,175 sq.ft.including open and covered porches. In addition, a detached two-story garage measuring approximately24 feet by 16 feet overall is also being proposed. The first floor is a one car garage of 384 sq.ft., and the second floor consists of a bathroom,closet area,and open sleeping room having.421.. sq.ft.,inclusive of an outdoor deck Procedural&Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on January 08,2004. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A The hearing was opened March 03,2004,and continued to March 17,2004,at which time the Board found to grant the appeal. Board Members initially hearing this appeal were:Randolph Childs,Sheila Geiler,Jeremy Gilmore, Gail Nightingale, and Vice Chairman Ron S.Janson. AttorneyPatrickM.Butler and Eliza Cox represented the applicants before the Board. Also present was Sarah Jane Porter,Architect. Ms. Cox described the existing dwelling and,location,and Ms.Porter presented the plan for the new structure. The proposed accessory structure is to be a one car garage with a room and bathroom on 2nd floor of about 350 sq.ft. of living area,with no kitchen. She stressed that the architecture of the new dwelling was similar to the style of the existing. The condition of the existing building was discussed. Ms.Porter stated that demolishing the home and starting over was more economically feasible,than . remodeling the existing structure. It was noted that the existing structure has no historic aspect,an order of conditions from the Conservation Commission has issued,the location of the structures is not in a designated FEMA zone and the home will be connected to Town sewers. Ms. Cox presented information on surrounding structures to show that the proposed new dwelling would be in keeping with the level of development on similar lots within the neighborhood. The use of the structure as a seasonal rental was discussed. The public was invited to comment and testify. Richard Marina,47 Lighthouse Lane,expressed concern for on-site parking,rental use of the dwelling and the narrowness of the access road,Lighthouse Lane. Peter Rodgers,22 Lighthouse Lane submitted a letter and expressed concerned about the impacts on the new structure on his neighboring property,especially the location of the accessory structure. Marilyn P. Rodgers,24 Lighthouse Lane also stated that the accessory building would block part of her view of the water. Jeff Gifford,speaking on behalf of his mother,25 Lighthouse Lane, also noted concern for the ` loest;O13afthegarageg T w4p.5 nntpd renrern fier blocking of 1 ightho Lane during construction as it is a very narrow way that in places can only accommodate one vehicle. The Board, Ms. Cox and Mr.Butler discussed the issues of concern to the neighbors. Mr.Butler offered to meet with the abutters and investigate the possibility of relocating or shifting the garage and adjusting on-site parking to address the neighbor's concerns.The hearing was continued to March 17,2004 to allow for this. At that continuance,it was noted that Board Member Mr.Janson was absent. The applicant determined to go forward with a four member board realizing that a unanimous vote would be required for the special permit to issue. At the continuance,new plan were presented that show the garage shifted parallel to the home rather than angled. Also presented was a proposed condition related to renting of the home. The Board discussed the changes with Mr.Butler. Also present at this hearing and testifying was Ms.Joanne Pence. Findings of Fact: At the hearing of March 17,2004,the Board unanimously made the following findings of fact: 1. Joanne and Anthony Pence are the applicants in Appeal Number 37 of 2004. The subject property is addressed as 20 Lighthouse Lane and 18 Lighthouse Lane,Hyannis,MA. The property is located as shown on Assessor's Map 306, as parcels 188,and 207-001. The property is zoned Residence B. 2. The applicants have applied for a Special Permit in accordance with Section 4-4.3(2) Nonconforming Buildings or Structures Used as Single and Two-Family Residences and Findings under MGL CH40A, Section 6 to demolish and reconstruct a single-family dwelling and accessory garage/carriage house on a nonconforming lot. 3. The property is located off Keyes Memorial Beach(Sea Street Beach) in southern Hyannis. It is accessed and addressed 18 and 20 Lighthouse Lane,Hyannis. The two lots together total 0.49 acres. They are developed with a two-story,three-bedroom,single-familydwelling that dates to the early 1900's. The Assessor's record states that the dwelling is 1,330 sq.ft.;the applicant has submitted drawings showing the existing building to be 1,534 sq.ft.including the first floor porch. The lot has the benefit of public water and connection to the Town's Wastewater Treatment Facility. 4. The applicants are proposing to demolish the existing dwelling on the lot and reconstruct a new single-family dwelling. The proposed new dwelling is to be a two-story,three-bedroom single-family 2 dwelling of 2,175 sq.ft.including open and covered porches. A basement is also proposed for the structure. 5. In addition,the applicants have proposed a detached garage that measures approximately24 feet by 16 feet overall and is two stories in height. The second floor has 421 sq.ft.and contains a bathroom, a closet area,an open room,and an outdoor deck. The first floor is a one car garage of 384 sq.ft. 6. All of the structures conform to the required front,side,and rear yard setbacks for the Residence B Zoning District. The proposed buildings are located over 50 feet from wetlands.The proposed first floor elevation is 24.52 feet,well over the 12 foot flood plane elevation. The proposed dwelling is 10.3 feet from the top of the coastal bank that is no worse than the current location. An Order of Conditions from the Conservation Commission has been issued. 7. The existing lot is undersized to today's Residence B Zoning District requirements of one-acre minimum rot area;and-lot wicith oT100 fmt. e a ion o acre of o t 6t�se rerto--------the undersized developed lot of 20 Lighthouse Lane in 1997 has increased the size of the lot,lot width,and building setback,bringing the locus more into conformity with today's zoning requirements. The combination of the two lots,however,still does not conform to the one-acre requirement or the lot width requirement of the District. 8. The Town of Barnstable Zoning Ordinance contains no definition of the term"reconstruction." 9. The proposed new dwelling conforms to the required setbacks applicable under the Residence B Zoning District in which it is located. 10. The existing use of the property is that of a three-bedroom 1,534 sq.ft.,two-story single-family dwelling and the proposed use is to be that of a three-bedroom 2,175 sq.ft.,two-story single-family dwelling and an 805 sq.ft.,two-story detached garage with a possible sleeping area above. 11. The applicant has increased the size of the lot with the addition of 0.11 acre lot of 18 Lighthouse Lane. Although this addition of land brings the locus more into conformity with today's zoning requirements,it is still undersized and does not conform to the full one-acre requirement or the 100 foot lot width requirement of the Residence B Zoning District. .12. The proposed new structure increases the footprint area over that which now exists. It also introduces a second accessory building and the possibility of an additional bedroom over the existing,however,it is connected to town sewer. 13. The new dwelling is not a reconstruction of the existing building in that it expands the footprint and gross area of structure on an undersized non-conforming lot. 14. Although there is intensification in building on the nonconforming lot,the proposed new dwelling would not be substantially more detrimental to the neighborhood than the existing dwelling. Decision: Based on the findings of fact,a motion was duly made and seconded to grant the a permit for the demolition and reconstruction with expansion of a single-family dwelling on an undersized non- conforming lot subject to the following conditions: 1. Location of the dwelling shall be as shown on a plan entitled"20 Lighthouse Lane Hyannis, Massachusetts prepared for AnthonyJ.Pence,Et Ux",dated:04/09/03, last revised 03/08/04 and drawn by Baxter,Nye &Holmgren,Inc. 3 ` 2. The dwelling shall be built in conformance to plans and elevations presented to the Board entitled f "Pence Residence New Construction 20 Lighthouse Lane,Hyannis,MA" dated 03/17/04 by Sara Jane Porter,Architect, and consisting of three sheets,Floor Plans,Elevations and the accessory building Floor Plans,Elevation and Sections. 3. The total gross area of the main dwelling shall not exceed 2,175 sq.ft., and the accessory detached garage 805 sq.ft.The total number of bedrooms permitted on the property shall not exceed four. 4. There shall be no fill,alteration or construction activities within defined coastal bank area,nor any removal of vegetation from the area. 5. The buildings shall all be connected to the Town Wastewater Treatment Facility. 6. Construction shall comply with all applicable Building,Health Division,and Conservation 7. During all stages in the demolition and reconstruction of the dwelling,all vehicles,equipment and materials associated with the demolition/reconstruction shall be required to be located on-site and not within the required setbacks. At no time will any parking,storage,or construction materials or items be permitted in the right-of-way of Lighthouse Lane or within 10 feet of the neighboring property,except as maybe needed for landscaping purposes,installation of foundations,or for utilities and then only on a temporary basis. 8. All mechanical equipment associated with the dwelling(air conditioners, electric generators,etc.) shall be located in conform with required setbacks for the district and screened from neighboring homes and the right-of-way of Lighthouse Lane and from view of the beach and water. 9. The dwelling,detached garage,decks and covered/open porches,shall be considered full build-out for the lot and it shall not be expanded in area or in footprint nor shall any other accessory structure be perrnitted without further permission from the Zoning Board of Appeals. 10. With respect to renting of the property,any leasing of the property during the summer months (May 15th through September 15th of any year) shall be subject to the following limitations: a. All leasing shall be in writing and signed by both the property owner and the tenant; b. No more than three bedrooms shall be available for rent; c. The garage unit shall not be separately rented; d. No more than six(6) individuals (including all adults and children) shall occupythe premises at any one time;and e. The number of vehicles parked within the property shall not exceed three vehicles at any one time. 11. This decision must be recorded at the Registry of Deeds and a copy of that recorded document must be submitted to the Zoning Board of Appeals Office and to the Building Division before any demolition or building permit is issued. The relief authorized must be executed within one year of the granting of this permit. The vote was as follows: AYE: Randolph Childs, Sheila Geller,Jeremy Gilmore, Gail Nightingale NAY: None 4 Ordered: Special Permit 2004-37 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised within one year. Appeals of this decision,if any,shall be made pursuant to MGL Chapter 40A,Section 17,within twenty (20) days after the date of the filing of this decision. A copy of that appeal must be filed in the Office of the Town Clerk 3a ZZ Zoof Gail ightmgaleWCIhi'�'* Date Signed I,Linda Hutchenrider, Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby ceit1 y tl at twenty q._ act ysIave a apsecl smce�oiung B oa o p- ile d ffi die-cision an 7t at — ---- no appeal of the decision has en filed in the Office of the Town Clerk ( �- Signed and sealed this�, day v�0.` under t pains denalties'ct p+eijuay 7 Linda Hutchenrider, Tow-n Clerk 5 Parcels Within 300' of Map 306 Parcels 188 and 20.7-001 j This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters."The reque r of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from T Y2004 Assessor's database in Septi nber 2003. Mappar Ownerl Owner2 Address I Address 2 City to Zip Country 306173001 1HYLAND,JANICE&GRANBY, 91 HARBOR RD HYANNIS NA 02601 USA ALAN 306173002 �DOW,JOHN FERRIS TR HAUDENOSAUNEE NOMINEE TRUST 1447 SOMERVILLE I A 102145 USA BROADWAY 306173003 KEANEY,MARY K ET ALS 63 HARBOR HYANNIS. 02601 r ROAD 306173005 BARTLETT,DAVID S&CAROL A F7 84 HARBOR RD HYANNIS 02601 USA " 306173006 WETLAUFER,DONALD B& WETLAUFER,LUCILLE D 269 ORCHARD WARK 19711 USA �RD 306173007 IFEINBERG,LAWRENCE& FEINBERG,BEVERLY S 11 SMOKEY WAYLAND 01778 USA 1H9,L RD 30617.4001 ImnNE,J GREGORY 49 HARBOR RD JHYANNIS 02601 V 306174002. IMMNE,J GREGORY P 0 BOX 650 W HYANNISPORT 11 02672 USA 30618400A �MEDRI,VIIVE&VIVIENNE 92 BURBANK TORONTO H2K . ICANADA ICANADA ✓ DR 1N4 30618400B SHEEHAN,GEORGE D&SUSAN E 305 SALEM ST WOBURN 01801 USA 1#110 30618400C �ONEILL,JAMES M&JEAN'A 1616 ATLANTIC KEY WEST 33040 BLVD-UNIT 16 30619400D JONEILL,JAMES M&JEAN 1616 ATLANTIC KEY WEST 11. 133040 . IBLVD-UNIT 16 30618400E HORN,RICHARD W& HORN,DIANA G 129 WEST WEST SIMSBURY 06092 USA ✓ MOUNTAIN ROAD 30618400E ALDRIDGE,HARRY G III& 15 HOLLOWAY ROCHESTER 14610 SANDRA A IRD 30618400H 1BROMBERGER,LOUIS&JOAN 12 JUNIPER SAUGUS. 01906 USA ✓ . DRIVE 30618400I JJEFFREY,PERRY& KRANICH;MARIA S 2 CHAPIN RII UPTON 01569 f i 30618400J RODGERS,GEORGE T&LESLIE M F 1209 WHIPPLE TEWKSBURY 01876 JUSA RD" I Tuesday,February 03,2004 Pa e 1 of 3 S I Mappar Ownerl Owner2 Address I Address 2 City 5 ate Zip Country 306207001 PENCE,ANTHONY J&JOANNE %PENCE,ANTHONY 90 BUFFALO GROVE 60089 USA ✓ COPPERWOOD I' DR 06243 PEAK,DAVID C&FAITH W 38 HYANNIS 02601 JUSA�� LIGHTHOUSE LANE 306244 ROGERS,MARILYN P 3L LIGHTHOUSE. HYANNIS 02601 USA � 306245` �ROGERS,JOHN W&MARILYN P 3 LIGHTHOUSE JHYANNIS 1 02601 USA ILN 306251 =SCHOENBERGLLC 1380 MAIN ST SPRINGFIELD I01101 USA D d Svi A, x��, �� D�c'v�f /w// I I I • i I I i i j i I . I i I Tuesday,February 03,2004 Page 3 of 3 I i Proof of Publication t ,3z 1E'>ss Y�V gult+ c{s aMgt, ♦ t r i � - �� IS is ---_-- ---- -- - -- -,.>77P — �� t PRIOR"'& 6'7 ,.., Fr r � t �fbsev� txWt1#ta� etrr , nh� u ec 1 � hpwn ? Assessors r �Csec 3 25 P. v � p y ' eiiker i#1 ��Ittt a i t jOMM."3 �m y _ 1 * 3��P 1� -' 'k1,yH}s �y y-A�✓tT�7�a 'f�l.# �,:'�4+"� �����T# ... f01i f e1�,`� �� t2AF1�J,,�`,y+��, .*uiy�-` s U t`J t a �sRM' 'tl'i Fifl', ..yt+(�1'. i 1 f 4 hOft } ,w �V, �S,- -- - �� i fay wo V,r, wW 15, - M . ... dRttpras-, ttttt'l c nti s opts eta `rTon�dnft�rtr ra ''T W Ob � hth�a a c3 a $ r���g Snts � r ,d �ntng btat W "�' - s1�T 'i' I c�`x Ra#�i���ha��at'►L�' t,� ����e �olnmtta�,��tc��l �, ferarttrta� n� �,n �at�an Istag 'i I N N!. M dteai he ha ub�t ' ' ' era 4rt As&rryyas t#M'p Par t f173 t}Q 0c�a5sfnaSOrl k7r yxykf h � tatlG�' � �kt�-fal! ��Matra� e#r kinrtl�, M�i Mesrrn ( �,l d��yyr 1N �It� ia ii y G� lli7 r yt� lt� fgaTtlVatn, t�i t �t �j * q, ''z'v r'�� .- ;, '��'fi ray hl ✓-y iv t - ( 1 { s r1 s aei } rtya idtt 11C Ckt trt Al q a,D, t y ✓d<,x Sr4 a P+ " February 1 aai sbt iry 2C} i I: i 1� �'..ss�a`s�'-5r'��o- ri � y��� �t S1p���` ffiff OR- s � �-� r-- mod] -.�-�-rrr���,y,, t'.. � fy t'- - -m � "7� ,�N- -s,,�' •r. � ,F is- �t ¢ } SM IF uuaYy�k ' PMg NO- 2 A -21 - xiff oil Fo x m �eS+ �/ � r�x ��-p� r��-C•.,,�,�. �' � -; k. ye?�G�,��p f� �,. r r�C c �x �, �•��.fiJ�{-e .,y� x, .�i'�+ _ No —1 -" �`�q'47'� !�" E Poll Mw � !aa.� '�, y �•. fh'lp✓� � ,r�'� � �a.0.�+t�y'ttt� -� gy- tegg mg a a° o i Affidavit Regarding use of bedroom above garage at: �20 Lighthouse Lane '--Hyannis, MA 02601 Owners: Anthony J. & Joanne Pence The bedroom above the garage on our property is to provide a fourth bedroom and is not intended as an individual rental. It is primarily for our daughter. This bedroom is not in the house since we did not want to increase the scale of the building in keeping with our original home on the property. In regard to the bar sink with refrigerator and counter area, that is to provide an area for refreshments for our daughter or other guests who will be using that bedroom. The counter area turned out larger than we anticipated. We will be reducing the size of this as much as possible to the point where we will not incur substantial additional cost. Thank you for your consideration regarding this matter. OXyners Signatures* Anthony J. Pe c J anne Pence N tary: R N MOORE Notary Public Commonwealth of MassachusF", My Commission Expirr-, �a ; �n� '�„ �� ��� �u� � i � `f � �� ,�s y �io ��,tcti�rN ^�� t ,� ,. y . y�� Qe�K T-&4 0 &^j C) TOWN OF BARNSTABLE Y PARCEL ID 306 188 GEOBASE ID 21590 ADDRESS 20 LIGHTHOUSE LANE PHONE HYANNIS ZIP — LOT 6 12 & BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PEgg�� gg��3 RR � pp i . RMT TYPE BC003 TITLSIPTION CERTIFICATE�OFLOCCUPANCYT#79888 CONTRACTORS: a De r'tment of ARCHITECTS: P Regulatoryw Services i TOTAL FEES: $25.00 BOND $.00 �w CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATES I * BARNSTABLE, HtAss. 039. BUILDING DIVISION DATE ISSUED 07/08/2005 EXPIRATION DATE Y 08/08yz� ! fi4 TOWN OF BARNSTABLE x � 30 DAY TEMPORARY CERTIFICATE OF OCCUPANCY , ➢ PARCEL ID 306 188 GEOBASE ID 21590 ADDRESS 20 LIGHTHOUSE LANE PHONE HYANNIS ZIP LOT 6 12 & BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 85313 DESCRIPTION 30 DAY TEMP.C/O BLDG.PMT#79888 PERMIT TYPE BTC00 TITLE TEMP. OCCUPANCY PERMIT CONTRACTORS: � ARCHITECTS: Department of Regulatory Services TOTAL FEES: $25.00 BOND $.00 CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATEOT� BaxxsTABLE, • Mass. � i639.�ED MA'S A 1 BUI D11 'ISIO BY DATE ISSUED ISSUED 07/08/2005,,� EXPIRATION DATE 005 x +. ► . <K �. a .h p 3 �SY•+.'k r.a 1, r� C'i t. 4e97:�`•::.# PARCEL ID 306 188 GE08, -8' 01 - ADDRESS 20 LIGHTHOUSE LANE PHONE I HYANNIS ZIP - LOT 6 12 & BLOCK. LOT SIZE I DBA +IY DEVELOPMENT DISTRICT HY PERMIT 79888 DESCRIPTION NEW RES-4/:BED 3/BATH DEMO # 79886 PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: FOX ROBERT K r Department of ARCHITECTS: Regulatory Services TOTAL FEES: $1,093.52 TME BOND $.00 , CONSTRUCTION COSTS $214,272.00 , Q� 101 SINGLE FAIME DETACHED 1 PRIVATE MASS. 039. .� L ✓ LuSq -t BUILD.NG DIVISIO`N r BY r v DATE ISSUED 10/14/2004 EXPIRATION DATE aS3f-3 THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS ELECTRICAL PLUMBING AND MECH (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE , - i 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. ® ® o BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 �{ v 2 0�� 2 f' 1w� 2 3 1 HEATING INSPECTION APP OVALS ti ENGINEERING DEPARTMENT ' �e S J t J�a w .3 BOARD OF HEALTH 2 OTHER: SITE PLAN REVIEW APPROVAL E y F K SHALL T PROCE D UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS NSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY OUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- . NOTED ABOVE. TION. II �' • 4 I I I I i I I I I I I i I I I I . I II • I I I I I . I ' I II I I , I ; I I ( TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel OV� Permit# f)J -jr Health Division �i" , �,Y� i f-E Date Issued to f C Conservation Division `O �. I ; Al A ®® _ � � U�i _1 f`I : 10 �J� � Application Fee t�� Tax Collector ao® q o L__ 3,016W Permit Fee l 9 -9 Treasurer 11 / d__ 00 Planning Dept. Date Definitive PIanApproved by Planning Board 97-51 �b�1 Historic 0 tONNECTED SEWER ACCOUNT �t \� Preservation/Hyannis 6 Project Street Address 00 1..1Qk}'rI00V_ Uo"oe_ Village fT1 �NnIIS Owner �1�1 ONV✓3. ��C'� Address11RO TTi Loma 60c Telephone 50• Zr� Permit Request"b Q_tMbVb 14N (21 S q ��� -Zj,q�N►•L`,�����Ily�, M ou e (-N. SWen tb ►Q N�.w Loc�a�+cti.. uI� -Pt I I S3 s&I E- 40DA kA;�L •t- N �rr1►l P! `.I V IhJ S u� Square feet: 1 st floor: existing proposed 1099 2nd floor: existing proposed Total new _7 53 Zoning District •Q Flood Plain +i 1(e Groundwater Overlay qw,,7� un 3 Q �^� z 00 5! Project Valuation 38 Construction Type SI ►lti 1`�OMt Lot Size 7- '4n7i Grandfathered: ❑Yes ❑No If yes, attach supporting documentation.Sw ZW woo. 3r7 Dwelling Type: Single Family ZTwo Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes Zo On Old King's Highway: ❑Yes &1 Basement Type: ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Move- Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new 0 Number of Bedrooms: existing new Total Room Count(not including baths): existing —new SS_ First Floor Room Count Z- qAM Heat Type and Fuel: Milas ❑Oil ❑ Electric ❑Other Central Air: ;9 es ❑No Fireplaces: Existing New i T_XL Existing wood/coal stove: ❑Yes Cg'IVo Detached garage:❑existing W,65`w�size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:Ming ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Z '1 •3 Recorded j Commercial_d Yes C] Q If yes,site plan review# Current Use S l 'RvMb i'-toN-e- Proposed Use - I 0 •>f� ftit BUILDER INFORMATION Name Telephone Number • fib$ �7-q�P�� Address -f It I kTMA hie License# 01.1 9 b M M►10ee QaGTq Home Improvement Contractor# l U33d Z- Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE 1144 DATE ' \0' 01 FOR OFFICIAL USE ONLY _ PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE' _ OWNER ' DATE OF INSPECTION: - ' FOUNDATION' p-d2--'lG h , ,,,FRAME --j(All 0& Sl/f INSULATION t FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGHj, FINAL - = ^ ` GAS: ROUGH FINA ' FINAL BUILDING to DATE CLOSED OUT ASSOCIATION PLAN NO. 3 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE l - New Buildings $100.00 ") D • O 0 Residential Addition $50.00 Alterations/Renovations. $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE cc�� S2 0 square feet x$96/sq.foot x.0041= plus from below(if applicable) ALTERATIONSIRENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq. 2,S'S_x.0041= S'o . ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf - 50.00 >750 sf- 1000 sf. 75.00 >1000 sf=1500 sf 100.00 >1300 sf-Same as new;building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch 0 x$30.00= ��� C (number) 0 . Deck.... x$30.00= 3 00 (number) Fireplace/Chimney . _�x$25.0.0= 4Z s • O (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Projcost Rev:063004 .7 g- .O A r l Town of Barnstable - Historic Preservation Division Barnstable Historical Commission sARNWABLE, * 200 Main Street, Hyannis, Massachusetts 02601 16 SS. 508 862-4786 Fax 508 862-4725 June 24, 2003 Sara Jane Porter, Architect P.O. Box 640 Yarmouthport, MA 02675 (f} Reference: 20 Lighthouse Lane, Hyannis Dear Ms. Porter: We are in receipt of your May 13, 2003, Notice of Intent to Demolish or Move an Historic Building/Structure on the above referenced property. The Barnstable Historical Commission has reviewed your request in accordance with the General Ordinance, Article XLIX— Protection of Historic Properties. Although the dwelling meets the threshold as being older than 75 years it does not qualify under either of the two criteria established in Section a as a "Significant Building" and therefore the proposed demolition of the dwelling may proceed. You may wish to see if anyone is interested in relocating the structure to save you the cost of demolition. In accordance with the Ordinance, this will serve to notify you that the Barnstable Historical Commission has no further concern for the demolition and you may proceed to seek a demolition permit from the Building Commissioner. Respectfully: Thomas A. Broadrick, AICP Director of Planning, Zoning, and Historic Preservation cc: Thomas Perry, Building Commissioner Linda Hutchinrider,Town Clerk Parcel Detail Page 1 of 2 . 4 4, Logged In As: Parcel Detail Thursday, October 7 2004 Danielle St.Peter Home Application Center Parcel Lookup Parcel Info Parcel ID 306.188 Developer Lot LOT 612 Location 20 LIGHTHOUSE LANE I Frontage 115 Sec Road Frontage Village HYANNIS I Fire District HYANNIS i� Owner Info Owner PENCE, ANTHONY J &JOANNE I Co-owner %PENCE, ANTHONY I Streetl 11780 RFD Street2 City LONG GROVE State _IL zip 60047 Country 'USA Land Info Acres 0.34 use[!Single Fam zoning 'RB Nghbd r0114 Topography (Level Road `Paved Utilities All Public Location Excel View Construction Info Building 1 of 1 Year 1909 s r�ct Gable/Hi Type None Effect 1330 Roof ,Asph/F GIs/Cm Bed 3 Bedrooms Area i Cover Rooms Style `Colonial wall (Plastered R oms nt Bath 1 BathroomFir I Tota Model R ntialeside i RoomsInt Bath 6 Rooms Grade Average Plus Floor Pine/Soft Wood style Kitchen ___ _... 4 4 Stories '2 Stor12S Style Ext ; __.__ .. Heat .. _ —� Bath Wood Shingle (Electric 1 Full , = Split Wall Fuel Type Elec Baseboard F anon ,Typical 1- Permit History Issue Date Purpose Permit# Amount Insp Date Comments 1994-10-01 B37139 $901 1995-01-15 HY SHED Visit History http://issql/intranet/parcelinfo/ParcelDetail.aspx?ID=24432 10/7/2004 Parcel Detail Page 2 of 2 Date Who Purpose 2002-03-29 PT Meas/Listed LT_Sales History Line Sale Date Owner Book/Page Sale Price 1 4/15/1991 PENCE, ANTHONY J &JOANNE C123092 $280,000 2 PEAK, DAVID C & FAITH W C60822 $ d10 I- Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2005 $99,800 $2,300 $300 $658,600 $761,000 2 2004 $83,600 $2,300 $400 $658,600 $744,900 3 2003 $69,600 $2,300 $400 $281,300 $353,600 4 2002 $68,900 $2,400 $400 $281,300 $353,000 5 2001 $68,900 $2,600 $400 $281,300 $353,2001 6 2000 $46,800 $2,200 $200 $132,700 $181,900. 7 1999 $46,800 $2,200 $200 $170,800 $220,000 8 1998 $46,800 $2,200 $200 $170,800 $220,000 9 1997 $47,900 $0 $0 $130,600 $179,100 10 1996 $47,900 $0 $0 $130,600 $179,100 11 1995 $47,900 $0 $0 $130,600 $178,500 12 1994 $53,700 $0 $0 $180,800 $234,500 13 1993 $53,700 $0 $0 $180,800 $234,500 14 1992 $61,300 $0 $0 $200,900 $262,200 15 1991 $64,600 $0 $0 $241,100 $305,700 16 1990 $64,600 $0 $0 $241,100 $305,700 17 1989 $64,600 $0 $0 $241,100 $305,700 18 1988 $143,700 $0 $0 $51,800 $195,500 19 1987 $143,700 $0 $0 $51,800 $195,500 20 1986 $143,700 $0 $0 $51,800 $195,500 Photos ------------ http://issql/intranet/parcelinfo/ParcelDetail.aspx?ID=24432 10/7/2004 Parcel Detail Page 1 of 2 Tj Logged In As: Thursday, October 7 2004 Danielle St.Peter Parcel Detail Home Application Center Parcel Lookup j� Parcel Info Parcel ID 306-207-001 Developer Lot ;LOT 24 Location 18 LIGHTHOUSE LANE Frontage 15 Sec Road Frontage Village HYANNIS Fire District ;HYANNIS L7 Owner Info Owner PENCE, ANTHONY J &JOANNE Co-Owner %PENCE, ANTHONY Streetl 90 COPPERWOOD DR Street2 city [BUFFALO GROVE State 'IL I zip 60089 Country USA Land Info Acres 10.11 use Undevable zoning RB Nghbd ;0114 Topography Steep Road None Utilities Location Water View,Rear Location I- Construction Info Building 1 of 1 Year 0,.,,,. .,,..,sm,,...m.•,,,,.... ,•, ,• Roof AC Built Struct� Type Effect 0 Roof ,.� __ Bed ,.,� .��,�. Area Cover Rooms �,w. —...�.,,. Int�'....m....� Bath � ..�„„. . .::,..�,,.,.�,...w... Style Vacant Land Wall II. Rooms i � �m._ Total „ . .._ Model Vacant E Rooms I nt - Bath Grade Floor Style ( Kitchen - Stories Style Ext -� -�- Heat ,.,m_ .,m .. Bath Wall Fuel I Split Heat .,� ��. ._._ Found- �� _....._... ......_ Type i ation IwPermit History http://issgVintranet/pareelinfo/ParcelDetai1.aspx?ID=100298 10/7/2004 Parcel Detail Page 2 of 2 Issue Date ` I Purpose I Permit# I Amount I Insp Date I Comments II L7 Visit History Date Who Purpose I- Sales History Line Sale Date Owner Book/Page Sale Price 1 3/11/1998 PENCE, ANTHONY J &JOANNE C147721 $100 2 3/11/1998 PENCE, ANTHONY J &JOANNE 11277/089 $100 3 8/15/1996 PEAK, PATRICIA W TR C117961 $0 Assessment Histor Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2005 $0 $0 $0 $39,200 $39,200 2 2004 $0 $0 $0 $39,200 $39,200 3 2003 $0 $0 $0 $14,000 $14,000 : 4 2002 $0 $0 $0 $14,000 $14,000 5 2001 $0 $0 $0 $14,000 $14,000 6 2000 $0 $0 $0 $11,700 $11,700 7 1999 $0 $0 $0 $13,800 $13,800 1- Photos http://issql/intranet/parcelinfo/ParcelDetail.aspx?ID=100298 10/7/2004 The Commonwealth of Massachusetts' — Department of Industrial Accidents' 600 Washington Street Boston,Mass. 02111'. y` Workers' Com ensation.Insurance Affidavit-General Businesses a :w. ;:r titro.• :•Tt.rr:Ny:y,r"'Y.y.. .'+°'^ `,',j: ..,di,•�`SdYi - sf address { �^ state: t. zi9•� hone# �• L3 ► •5J�. o full addressZQ k •Q,' �• work site tncatiori ❑ I am.a sole propnetor and have no one Business Type, ❑Retail Restaurant/ ai/Bating Establishment working in any capacity. ❑Office❑ Sales(mcluding•Real Estate,Autos etc.) ❑I am an em lover with . %% /%%%%///%%%%ployees % ❑//////%//////% Iplo roviding v�orkers' compensation for my employees worlang on this job. an'coin ari'•nenset ': '';• .'?':•'' ;. d ess' , J�% ' "• Im,: 'h-,6., 4.1: / ' I am a sole proprietor and have hired the independent contractors listed below who have the following workers' ; .compensation polices: .•t.•. t: •1•}' .L,:1 H' .,'. ..Y f 4:', .:,:.�.��:^1 •.1.:=t`' ',i•.{F. ti'y :.1':.t'•� •is corm .: :•�- �. .:.� •:•• Az address:. •4. •.�;:�• `•�;�.�. .�. L rr: .nt.,• y,n�:0.•I.. r.t .1.,�. .ii, '�'i r..t;•mr�' :�: .7. �t:�`}•• .:.,. ':r: :"rf. :�.4,.•' .:a:��:; �;�:' Folic a#�•: -.a,.;,:.. ,,,:.. ,f;..�;t fusurance'co71111711171171171111111111111, . coin`sn. uente::;a. :"<� '•.+� . . •:�. ;1 - a ddrCBs:. s .. . .+ ,gyp... i.�.i ':•' i;�•'•f iTLL e.•: : .DROVE:#: i`''i^?! c'c;• . . . 4. 01 v - ' Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'impr{sonment as well as civil penalties 1n the foim of it STOP WORK ORDER and a fine of$100.00 a day against me. I understand that g tied to the Office of Investigations of the DIA for coverage verification. copy of this statement maybe for-war I do hqfYder the pa' an penalties of perjury that the information provided above is true and correct. Date Signat ! .. Print n � Phone# 09 •tr '9(y official use only `do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department . _ OLicensing Board ❑checkif immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; ❑Other �si (revised Sept 2003) Information and Instructions. ?� ...; Massachusetts General Laws chapter�152 section 25•requires all employers to provide workers',co . ensation for their. employees: quoted fromthe law', an employee is.defined as every person va the service'of another:iuder airy contract lied; oral or written. ' of hire; express or imp An employer is defined as an individual,partnership, association, corporation or other legal entity,°oi•.any two or rngre of the foregoing engaged in s joint enterprise, and'including.the legaltiie.presentatives of a^deceased;employeT, or the receiver or association or othe_ilegal entity, employing employees.`However the owh.er of a J. trustee of an individual,partnership,.. dwelling house� g'not'tnore than three apartments andwho resides therein, or the.occupant of the dwelling house of - another who employs persons to do.maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such.employment.bedeemed to be an employer. MGL chapter 152 section 25 also states that every state r:heal licensin g'agency shali,withhold the issuance or renewal of a license or permit,to operate a business or to construct buildings in'the.commonweaItti for any applicant who has not produced acceptable evidence of-Ompliance with the insurance'coverage required. ,Additionally, neither-the' coirnnonwealth nor'.any.of it political subdivisions shall enter into any contract•for the performance of public work until acceptable evidence of compliance with t�e insurance requirements of this chapter have been presented to the contracting . authority- Applicants Please fill in .the workers' compensation affidavit completely,by.checking the box that applies to your situation.'Please supply company narne, address and phone numbers along with a certificate of insurance as all affidavits 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, no ep artment of Industrial Accidents. Should you have any questions regardi4lhe"'law"or if you are ation oli lease call the D art ilent at the number'hste,d..below. . orkers. •co ens p. cy,p .eP ..: , � a w rnP uu•ed to obtain . re . I City or Towns . � . . Pleasebe sure that the affidavit is ebmplete andprinted legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill.in the perrrntllicens.e nun- er.which will Ve used as a reference number. The.affidavits.rnay.b.e.returned to the Deparfinentby or FAX unless other:ariangernmts have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any 4uestions, Please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents o rn"of WMsngatlens 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 7274900 ext 406 1Yavelers WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY TYPE AR INFORMATION PAGE WC 00 00 01 ( A) POLICY NUMBER: (6KUB-0363B45-3-04) RENEWAL OF (6KUB-985X405-8-03) r INSURER: THE TRAVELERS INDEMNITY COMPANY NCCI CO CODE: 11347 1. INSURED: PRODUCER: ROBERT K FOX BUILDING NORTHWOOD ESHBAUGH INS CONTRACTOR INC 805 W. MAIN ST. 44 WATERLINE DRIVE HYANNIS MA 02601 MASHPEE MA 02649 Insured is A CORPORATION Other work places and identification numbers are shown in the schedule(s) attached. 2. . The policy period is from 01 -06-04 to 01 -04-05 12:01 A.M. at the insured's mailing address. 3. A. WORKERS COMPENSATION INSURANCE: Part One of the policy applies.to the Workers Compensation Law of the state(s) listed here: MA B. EMPLOYERS LIABILITY INSURANCE: Part Two of the policy applies to work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident: $ 1000000 Each Accident Bodily Injury by Disease: $ 1000000 Policy Limit Bodily Injury by Disease: $ 1000000 Each Employee C. OTHER STATES INSURANCE: Part Three of the policy applies to the states, if any, listed here: SEE ENDORSEMENT WC 20 03 06 D. This policy includes these endorsements and schedules: o SEE LISTING OF ENDORSEMENTS - EXTENSION OF INFO PAGE o� 4. The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating - Plans. All required information is subject to verification and change by audit to be made ANNUALLY. DATE OF ISSUE: 01 -16-04 TB ST ASSIGN: MA OFFICE: ORLANDO INDUS AFF 161 PRODUCER: NORTHWOOD ESHBAUGH INS 27JDD 009071 `J�7 X e Boar o ui in e ul�Aanta�ars g g One Ashburton Place - Room 1301 Boston, Massachusetts 02108 Home Improvement y ontractor Registration Registration: 103302 Type: Private Corporation Expiration: 7/7/2006 x_� i & ROBERT K. FOX BUILDING CONTRACTOR — ` - Robert Fox - 44 Waterline Dr. - Mashpee, MA 02649 Update Address and return card.Mark reason for change. [--I Address ❑ Renewal Employment Lost Card I 0 50M-04/04-G101216 ' Board of Building 6epulations One Ashburton Place, m 1301- Boston, Ma0^2108-1618 License: CONSTRUCTION SUPERVISOR LICENSE Birthdate: 03/13/1945 Number: CS 021090 Expires:03/13/2006= , — =w Restricted To: 00 ROBERT K FOX , 44 WATERLINE DR77 MASHPEE, MA 02649 r.no: 87343 Keep top for receipt and change of address notification. 0rW A � �� � r}�,�; anirrzcrcwe a� acrc Boar o w 1n e u ati ns an tan ards BOARD OF BUILDING REGULATIONS HOME IMPROVEMENT CONTRACTOR j1 License: CONSTRUCTION SUPERVISOR Registration: 103302 "' ~ Number °CS`. 021090 �z Expiration 7,/7/2006 � •_ � �''�' -_�; Birthdate 03/13/f945 Type Pnuate Corporation t :`. Exptres�03/13/20,06 Tr.no: 87343 ROBERT K FOX BUILDING CONT T _ Restricted ROBERT K FOX ' I 44 Waterline1 f 44 WATERLINE DR = Mashpee,MA 02649 Administrator MASHPEE, MA 02649 `='_.;-' Acting C mis oner 4 ats Y4Rz+ts : T, ows1z Gin # z g MIAOil Gasarsy, Iuisiing C�uxzxstasa�er': 2002r n sue " i7ftiae: �t�8=86t�3fi' � ..'34�js�-62�G pii7PC Owner Coxapkt�:and Sign Tigs S&tib-nIf Us i4g AB Vilder, ; o A vu n!Z P rz'pi C,"d , +U ," ,.a C wun of e sikr, �a apertq all aox"?:ez re It-,ihmto wo?'_k AoAn 07 t h 1 s bu �mr,=t applU c iV on Ior; at Z'O! ry N- r�C.►U G A,ffii&ivit ai Substantiii-Fin anciaf`br t:.re t - depose antis ate as falloWs: t yam ar}applicant fora building permit.for the property located at IMSP ?�_,Ptaruei 07% � . `Ttt : cd rocs cif lie propery i _oi O GNTYo�S C 2, l have :/00 _ale[Peal orequ�tabfe.lnterest=inth&reai propdttywhieh is the subject of fhe building permit applicabon which is identified in parsrtragah 1 abova, .'�hJttl�tr trrtitr+iKt4titrvolire trtoTat<Fts`lrrstt kr�r3 ys date"vNI IMS ,the kllo1ng rr=csviduis er entities have had a i1�or greater Seal cargc�itabie"tnte;ast in the;r cE propertp €tftoh is the s�bled of the buiidir perrtlit application which gs �idehttfied iri�parat€r Kph f avo Nzrne Adere�s . V+Jithin ttie lastTttivetve rrarihs,farorn tradby's date,which is I have had ;a Mbr"g'greater,ierda8 or equitable"interest in the fotl s which 646een the subject,of-a ifiuildinca pe€mft application: glParal .Address 6. ti'111-hin',his-CaPen ar year,i havd submitted b�ti8dinz"st rrrt t I' flop fir. prtipert' 1tt Y�htch,:I Mave a 1°la'or greater t ai w�etiuitable[interest.. C,r, '``, ith n the last,$ n days,l havo�tdbrnikk , biaildirtq frermlt'app3doafilons for` p'rbpgrtx IfiNvhtci "i'taave,a IaK orgr6ater iegal or equikatiie Iia`terest, 7. Within this mdrikh, t'.have sub:nitied building permit pplicat pns 1rr.�arrapMrty srt Wh'ch 1 h"v a t/f !i yet,orequtt '; `s.nt rest. 8; u+tttn°n:t'ris rtmrith l haver eNed building permits`far,pro�grt j.in Which i}nave; s Wleg aI crr uhai l it itOros-, :gnu undar the pir,s.and pertai':es of prjur ,ti9is 7 day ofF> ,200¢ '1?i3G' �j }1r�51 . 1 Cy'�c54t IMAIAT N�001, ":`t h I c�1 �--e �► f, `s b` i e n-F t r e�Y DEED DAVID C. PEAK and FAITH W. PEAK, husband and wife, as tenants by the entirety, of 7 Lighthouse Lane, Barnstable (Hyannis) , Barnstable County, MA in consideration of Two Hundred Eighty Thousand and no/100 ($280,000. 00) Dollars grant to ANTHONY J. PENCE and JOANNE PENCE, husband and wife, as tenants by the entirety, of 5641 Oakwood Circle, Long Grove, Illinois 60047 that certain parcel of land with buildings thereon, bounded and described as follows: PARCEL I Westerly by a Way, one hundred eleven and 26/100 (111. 26) feet; Northeasterly and Easterly by Lot 13, two hundred seven and 82/100 (207.82) feet; Southerly by Lot 14, twenty-three (23) feet; Westerly by Lot C, seventy and 03/100 (70. 03) feet; and Southerly by Lot C and a portion of Lot A7, fifty-five (55) feet. All of said boundaries are determ ned�by=~the Court to be located as shown on subdivision plan 12,10211-itney, dated October 1971, drawn by Whitney & Bassett, E. Joslin Surveyor, and filed in the Land Registration Office at Boston;• a copy of which is filed in Barnstable County Registry of,.De_eds in Land Registration Book 476 Page 59 with Certificate of'`Titld No. 59259 and said land is shown thereon as LOT 12 . PARCEL II Westerly by a portion of Lot A7, eighty-nine and 11/100 (89.11) feet; Northerly by Lot C and by Lot 12, sixty-three (63) feet; Easterly by Lot 15, ninety-three and 72/100 (93 .72) feet; and Southerly by land now or formerly of the Town of Barnstable, sixty-three and 16/100 (63 . 16) feet. All of said boundaries are determined by the Court to be located as shown on subdivision plan 12102-G dated October 1971, drawn by Whitney & Bassett, E. Joslin Whitney, Surveyor, and filed in the Land Registration Office at Boston, a copy of which is filed in Barnstable County Registry of Deeds in Land Registration Book 476 Page 59 with Certificate of Title No. 59259 and said land is shown thereon as LOT 14. PARCEL III Southerly forty (40) feet, and Westerly seventy (70) feet by Lot A; and Northerly forty (40) feet, and Easterly seventy (70) feet by Lot B. All of said boundaries are determined by the Court to be located as shown on plan 12102-A, the same being compiled from a plan drawn by Nelson Bearse, Surveyor, dated October 1926, and additional data on file in the Land Registration Office at Boston, all as modified and approved by the Court, a copy of a portion of which is filed in Barnstable County Registry of Deeds in Land Registration Book 9 Page 186 with Certificate of Title No. 2083, and said land is shown thereon as LOT C. All of said Lots are conveyed subject to and with the benefit of all rights, rights of way, restrictions, easements, reservations and appurtenances of record so far as the same are in force and effect. For our title, see Certificate of Title No. 60821, 60822 and 15406. DAVID C. PEAK FAITH W. PEAK COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. � `'� �� , 1991 Then personally appeared the above named David C. Peak and Faith W. Peak and acknowledged the foregoing to be their free act and deed, before me, Notary Public My commission expires: Xt,,V,/ '17, i99/ SEP-14-2004 11:59 BARNSTABLE WATER COMPANY 508 790 1313 P.02f02 ®amsftble Maw Company 47 Old P.O.BOX 326 Yaffnauth B�r�rsf�l�Ie��er Hyannis. MA 02601-OM ASUMUR arUpCw0faL MmWovaSAWW% M Office:509.778.9617 Faic 6D3.790A313 Customer SenMee.508,775.0063 September 14,2W4 Town of Barnstable Building Inspector Town Hall Hyannis,MA 02601 RE: Service#4694, 20 Lighthouse Lane,Hyannis Dear Sir: Please be advised that the above water service was shut off and the meter ranoved on September 14,2004..The ovmers have informed us that they intend to demolish the existing house and to rebuild at that site. Sincerely, Jane Morse, Clerk Barnstable Water Company r TOTAL P.02 SEP-13-2004 MON 04:38 PM KEYSPAN ENERGY DELIVERY FAX NO. 17818904898 P. 01 KeySpan Eaeraq delivery 127 Whites Mi Sou111 Yarmouth,W65achuSells 02664 Scptembcr 14, 2004 Joanne Fox Fax if 508-477-8438 RE: 20 Light Ilotise lane, Hyannis, MA To Whom It May Concem, This letter is to colif rm that there are no underground natural gas facilities to the above referenced prop(,-rty. 'I'ms was confimied by our representative on September 14,2004. T tali be reached di=tly at 508-760-7502 should there be any further qu"tions. Sincerely, gr J011anne Ouellette Field Coordinator, Cape Division MT AR One NSTAR Way,Westwood.Massachusetts 0209"230 EL EC TAlC . GAS . Scptember 28,2004 Joanne Pcnce 1780 rfd. Long Grove,lL 60047 Dear Ms Pence: This letter u►ill serve as conSrmatkM that tine electric saMee at 20 Lighthouse T,ane Hyannis,MA was removed as of September 27,2004 Based on this information,there is no electric power to this building. If you have atiy questions,please contact me at(781)441-8673. Sincerely yours, Audrey Alcione New Conneciicros Office Z00/ZOO@] svisN xyd cZ:trT am b00Z/gZ/60 FFROM Panasonic FAX SYSTEM PHONE NO. Sep. 17 2003 11:16AM P1 Permit TOWN OF BARNSTABLE DEPARTMENT OF PUBLIC WORKS SEWER PER Connection: Modiftration: Disconnect. ----Z_T Repair: Assessors Map No. _30 4o WATER SUPPLIER „� + Assessors Parral No Y SEWER ACCOUNT NO.: Street•. ao t_•1 w i-i+yusd Tees—. I SEWERACCOUNTHO: Village: — 14 vpwl y ts •• PERMIT FEE: Septic AbandonnmmeTTnt Permit (1)ReslderiU Bldg=$420.00 (each addt9.bldg.an same service c 5200.00) Obtained From Meatth Depwtmerrt: (t)Cornnlrt9.Bldg.=$876.00 (each addt'I,bldg.on same service=$200.00) Connections requiring Insrallation of a pump,add S300,00 to base charge, Abandonment Permit Not{?equired: PROJECT CONTACTS PROPERTY OWNER(Mailing Address SEWER INSTALLER Nam: w Y �- P&W Ce - Name: Address: 9'a.&0p w'-w aka Addresm Phone: Phone: - < O PROJECT DESCRIPTION REGULATORY REQUIREMENTS The installation of all sewer connections must be done In accordance with FACILITY&LAND USE DATA the provisions of Artier XXXVI.Town of Barnstable,General By-laws and regulations issued by the Department of Public Works. BOOM eMvating NUMBER OF UNITS METER SIZE FDtT Bg wo, within a Town Way the sewer invialier must also obtain a Road Opening permit and comply with the Construction Standards and Specifications RESIDENTIAL: ,L— outlined therein. At least 48 hours prior to the installation.the applicant must notify the Department of Public Works,Engineering Division for the COMMERCIAL:w�— purpose of inspeolng the installation. The Inspector will complete the Complianoe Sketch locating the installed lines and connection. RESTAURANT- By signing the Application,the applicant acknowledges and understands INDUSTRIAL: .`__..._—.._ the regulatory requirements and understands that fallure to comply with STANDARD INDUSTRIAL CLASSIFICATION NO.: them shall be grounds for revocation of the Sewer Connection Permit and the denial of any future aeon. This sewer connection permit shall be NO,OF BUILDINGS: N0,Of BEDROOMS: valid for 180 calendar days from the data of p,P.W,approval indicated below. -The required notice must be given and the Installatibn SIZE OF PARCEL: ACRES: cammenoad before the end of that period. ONterwise. rt►e permit shall became invalid. When that occurs.a new permit must be appiled for and ESTIMAtED DAILY SEWAGE: GALLONS a now 1144 paid. Pipiw., LENGTH DIAMETER . Detailed engineering drawings must be submitted with each commercial permit application and be approved prior to acceptance of this permit. EXPECTED INSTALLATION DATE; .ram....: SIGNATURE({tdSTALL ATE f! Q SIGNATURE(DPW APPROVAL if WN DATS � ~� THIS PERMIT EXPIRES ON: '�� FROM Panasonic FAX SYSTEM PHA NO. Sep. 17 2003 11:17AM P2 i Town of Barnstable r Department of Pubtic Works 36? Main Street,Hyannis MA 02601 http://www.t0wn.bamstab1e.ma.us Office: 0"62-4090 M rk S.Ells Fas: I0g-862-4711 Director T(�: Department of Public works Supervisors I mark A.Milne,C.P.A.,finance Director FrM; Mark S.Ells,Director D TE: April 8,2004 S TECT: DEPARTMENT OF PUBLIC WOPJO USER FEE CHANGES T , Alpublic hearing on proposed changes to various permits and program fees within the Town of Barnstable was hcld on Monday,December 8,2003 at 1,00 PM in the Town Hall Hearing Room, s�cond floor, 367 Main Street,Hyannis,MA. The Town Manager has approved the attached u ier fee changes for implementation on July 1, 2004- I Engineering Divisions Sewer Connection Services Disconnect Fee $50. new fee 100 Repairs $100 new fee — 'Je, g o r it f Mel 4oad Opening Permit Fees Permit $160 increased fee Inspector's time $30/hour after 3 hours new fee i Highway Division chicle Wash Services Wash $10445 new fee Structures&Grounds Division-Cemetery Section cemetery Services Fee increases for services and sales,no new fees Administrative Fee $100 grave open/closed 411-11/30 j Standard Adult Interment $500 Adult Interment $550 Cremation $150 I i i — v.-.. �,...s..,.-. ........... �� ... .........-�� �.e•�.•.r.r 8 Am . I . STREET: No_ cZ Nmw ASSESSORs: Map No. �U 4 Perod No. (he work hest bout done in ccnformOnco with the provisions of Article XMI,Town of Sarnstebla, Genael Sy.-sws, and Spedficsuo of the iaepar is Road Opening Pwuff. a+gnestir$- Deco; D oPwtment of P+bk Works .1�1��s�tilill��►»��l�l��1��»�����wvo♦♦�`��iiiii�����l�a�wr`w�a�e���e SEVER IN l/' Siff IO SKEFCH 7 r� 3' _ r' 3' I � i � t 3A 1+ RM Mi. (��Ilea) peQV.z OF 2 I G G � F G ll G tl F F , F G r Western Surety e P 1 G � � n G G LICENSE AND PERMIT BOND F For County,City,Town or Village Only-Not Valid for Bonds Required by the State.Not Valid for Contract, ; Performance,Maintenance,Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. KNOW ALL PERSONS BY THESE PRESENTS: BOND No.L&P- 4 32 4 014 6 That we, o6er� K. Fox Bu;lc/ii�c G0/rct Choy of the IA/ of Ola-yAlPPe , State of as Principal, and WESTE4N SURETY COMPANY, a corporation duly licensed to do surety business in the State of /Y,1C11!'C ys� �b as Surety, are held and firmly nd unto t.e %0w'✓ of //7 Sf���e , State of -9 sSa C/USCt„C_, as Obligee,in the (Valid only when a County,City,Town or Village is named as Obligee) amount of 0AZ C -Z&041SI IP LDOC-Cg al' DOLLARS($`' (NOT VALID FOR MORE THAN$25,000) lawful money of the United States, to be paid to the Obligee,for which payment well and truly to be made,we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, That whereas, the Principal has.been licensed 1062WiT U-i ' 6j0 1-16YZ3 26t3 E 441 AIZi9�/ 11151, �I/9 by the Obligee. NO '`H3ER�FORE, if the Principal shall faithfully perform the duties and comply with the laws and ordi- nanel?°� ` edr mendments pertaining to the license or ermit en this obligation to be void otherwise to ., � ... g�� )F p g P g , re, 'in 1 d�e ct fora period commencing on the �� day of �� ,0' , i�t`ei on ` ' day of - 04 y —i,unless renewed by continuation certificate. _ is bond may beterminated at any time by the Surety upon sending notice in writing by First Class U.S.Mail to the Obligee and to-tire Principal at the address last known to the Surety,and at the expiration of thirty-five(35) c�y s f�om�thev`��ailingf notice or as soon thereafter as permitted by applicable law,whichever is later, this bond sh il t;m1natg,A 0 to Surety shall be relieved from any liability for any subsequent acts or omissions of the PriiteF pa�` egai l s�of the number of years this bond shall continue in force, the number of claims made against this bo`�nd7,tanajtl,'A umber of premiums which shall be payable or paid,the Surety's total limit of liability shall not be cumulative from year to year or period to period, and in no event shall the Surety's total liability for all claims exceed the amount set fort above. Any revision of the bond a all not be c mulative. Dated this day of 07-�� ' Principal Principal G Counter ' ned (where re fired) W E S T E R U R F T Y M P A N Y By By. Resident Agent Senior V ce President ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA (Corporate Officer) COUNTY OF MINNEHAHA }ss f F F On this day of ,before me,the undersigned officer,personally ap eared Paul T. Bruflat ,who acknowledged himself to be the aforesaid officer of WESTERN SURETY n F COMPANY,a corporation,and that he as such officer,being authorized so to do,executed the foregoing instru- rt ment for the purpose therein contained,by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF, I have hereunto set my hand and official seal. s D. KRELL NOTARY PUBLIC SEAL n 4�_ �SOUTH DAKOTA� Notary Plublic, South Dakota u My Commission E p es November 30,2006 Western Surety Company• 101 S. Phillips Ave. G Form 849A-9-2002 Sioux Falls, SD 57104• 1-605-336-0850 4 il r ACKNOWLEDGMENT OF PRINCIPAL n (Individual or Partners) ; n STATE OF ' n , r n J n ss Y n COUNTY OF " F � On this day of ,before me personally appeared i G il F il F � G Y F � F � n Y known to me to be the individual— described in and who executed the foregoing instrument and n G c e acknowledged to me that—he_executed the same. � ll n My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL (Corporate Officer) STATE OF ss COUNTY OF On this day of ,before me, personally appeared ,who acknowledged himself/herself to be the of , a corporation, and that he/she as such officer being authorized so to do, executed the foregoing instrument for the pur- poses therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public n n F F , � n 6 F n a Cd n F V G f ® O A A P " z it F+y �V o z z L il F 9 a o Go 11 1G, 111 ^d F � V;t Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware Version 3.5 Release le r Data filename:Untitled.rck CITY:Hyannis STATE:Massachusetts HDD:6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE:09/17/04 DATE OF PLANS:June 16,2004 PROJECT DESCRIPTION: Pence Residence 20 Lighthouse Lane Hyannis,Mass. DESIGNER/CONTRACTOR: Sara Jane Porter Architect Robert K.Fox Building Contractor,Inc. COMPLIANCE:Passes Maximum UA=368 Your Home UA=350 4.9%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1108 30.0 0.0 39 Wall 1:Wood Frame, 16"o.c. 1812 13.0 0.0 126 Window 1:Vinyl Frame:Double Pane with Low-E 219 0.480 105 Door 1:Solid 32 0.520 17 Door 2:Glass 25 0.460 12 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space. 1076 19.0 0.0 51 Furnace 1:Forced Hot Air,92 AFUE Air Conditioner 1:Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheckVersion 3.5 Release le (formerly MECchec�and to comply with the mandatory . requirements fisted in the,RES checkInspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Desi er Date y REScheck Inspection Checklist Massachusetts Energy Code REScheckSoftware Version 3.5 Release le DATE:09/17/04 Bldg. I Dept. Use I I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.480 For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break?[ ]Yes[ ]No I Comments: Doors: [ ] I 1. Door 1:Solid,U-factor:0.520 Comments: j ] I 2. Door 2:Glass,U-factor:0.460 Comments: I Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ] I 1. Furnace 1:Forced Hot Air,92 AFUE or higher I Make and Model Number [ ] I 2. Air Conditioner 1:Electric Central Air, 10 SEER or higher I Make and Model Number I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ ] I When installed in the building envelope,recessed lighting fixtures I shall meet one of the following requirements: I 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture I and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. I 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfin(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture I shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be identified so that compliance can be determined. ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. Duct Construction: [ ] All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ J Thermostats are required for each separate 14VAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: ( ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. ti a . Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 110 Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) F1HE A Town of Barnstable - Historic Preservation Division Barnstable Historical Commission sou SMBLE, 200 Main Street, Hyannis, Massachusetts 02601 9 MAM (508) 862-4786 Fax (508) 862-4725 1639. ArFD MA'S a �� b l June 24, 2003 Sara Jane Porter, Architect P.O. Box 640cc z Yarmouthport, MA 02675 _ Reference: 20 Lighthouse Lane, Hyannis ,., )> Dear Ms. Porter: -0 1� We are in receipt of your May 13, 2003, Notice of Intent to Demolish or Move an Historic Building/Structure on the above referenced property. The Barnstable Historical Commission has reviewed your request in accordance with the General Ordinance, Article.XLIX— Protection of Historic Properties. Although the dwelling meets the threshold as being older than 75 years it does not qualify under either of the two criteria established in Section a as a "Significant Building" and therefore the proposed demolition of the dwelling may proceed. You may wish to see if anyone is interested in relocating the structure to save you the cost of demolition. In accordance with the Ordinance, this will serve to notify you that the Barnstable Historical Commission has no further concern for the demolition and you may proceed to seek a demolition permit from the Building Commissioner. Respectfully: Thomas A. Broadrick, AICP Director of Planning, Zoning, and Historic Preservation cc: Thomas Perry, Building Commissioner Linda Hutchinrider,Town Clerk s <_ .` ... ...b:•aP+aa...l•.. .kr.;Ga ,..:.•, ,. .=1'.'.xt .: r:,:HY `IKsh.X—,e-..>�' jyvrzl-.+v;» .. k. 4 F'"' N!t .;AA _�...' � x€�3Es�.€• fir.-iEcw �:.:,-�laF��," �,,.:�, _. r w......_ .:" f'A.1:.: e.^ ...7.,5.,Z.- ,. rtl , � o,w ETECTOR REVI WE ru" �� .tea , .;� } £ w��AI�, F :{ ,: sue. - �. � r� A4!!3 Shy KE irz u r .r s I: t .. _ _ �4 Ytt*.i 7 Sara.-V- TE » , BARNSTABLE BUILDING DEPT. Dav, , t':.a 'S+ `[£ c s., t"ems s (°.€�+ 'N*.,E•etE. nE'P4:G.kC+i�c. xa.. ..: a -,,.�^ ,r~, - 'i.Y; •ar+ f `!r €"IC.A, n.T' DATE vf5"C.A=.v`�. i .*tu%".'v t"'f�'. 'x a.�°',4" rLiina=�, '.,. ct.... G Cast... r::('Y 'a, C ,I.Y✓1.1eF'.;a icJ kji,iG.:.7.itv,.,i.£werG+t.:E=cP< i4i. 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Fj I2.Pl.-AI�J , .s-�- -"- -- 5P19i51� N".3_1� 71 i k y::7aH; osN�: C 7, oil • rn a � .ca�,�. ' .. � �:_ ... o io :'. - - .. _C 71`•-�-raenc.3 cnz.� _ . . ,o. 1 �-_: '1�?n:. � � � � � ..{ - I a J f. a T S•V nh ry .. .-- ..... On I' !rl _ p m � r � . F--im �. a uk I htY l-77 � .. I \] - Foundation Certification in Hyannis, MA re cred For: AnthonZ J. Pence, Et Ux. Assessor's Map: 306 Parcels: 207-1 & 188 Baxter, Nye & Holmgren, Inc. Community Panel Numbers: 250001 0006 D F.I.R.M. Map Zones: C, B, A13, & V16 Registered Professional Engineers and Land Surveyors Plan References: Parcel 207-1: Lot 24 0 L.C. Plan 12102 M Parcel 188: Lot C ® L.C. Plan 12102 A 812 Main St. Lots 12 & 14 ® L.C. Plan 12102 G Osterville, MA 02655 Certificates of Title: Parcel 207-1 N 147,721, Parcel 188 N 123,092 Phone — (508) 428-9131 Fox - (508)-428-3750 Owners: Anthony J. Pence Et Ux. Job Number: 2002-052 Scale 1" = 30' Date : 12-20-2004 D.E.P. File #$E 3.4134 W N O N V_ LIGHTHOUSE LINE BEARING DISTANCE 20' PRIVATE WAY Lt S 02.59 20 E 3.64 L2 S 74*06 35 E 15.84 J 31.6��` CB/DH FND L3 S 74.06 35 E 15.85 a 15.0'-+ �15.0'- S NOe I UNREGISTERED I I �O• F I N/F PEAK LOT 12 o I o I N N LC PL. 12102 G I �N I 0 EXISTING GARAGE FOUNDATION n,. � LOCATED 12-17-04 I O j _j LOT 13 IP FND LC PL. 12102 G I N I I 23 0' N/F MONTGOMERY -- ; RLB/SEAL T LOT C FND N LC PL 12102 A � o � N J I p I Z N I tJD O m I G PI I W I S OF I � I I� LOT 23 IP FND LC PL 12102 M RLB/SEAL FND I N/F PEAK TOTAL PARCEL AREA I I 21,402+/- SQ. FT. LOT 24 I 0.49+/- ACRES s LC PL. 12102 M Iw LOT 15 I I LOT 14 w LC PL 12102 G N/F MONTGOMERY I LC PL. 12102 G a � IU I CB/DH FND 56.70' 30.08' 63.17' _ _ 106.13' N 8865040" W 256.08' TD L TOWN OF BARNSTABLE 0 KEYS MEMORIAL BEACH I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED WITHIN A SPECIAL FLOOD t� 0¢ HAZARD AREA. ' JO THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. FL No 74 ECISTE� Y_� 1� •�o -2c�C_1- �� 14-20.04 REGIS D PRO SSIONAL LAND SURVEYOR N BAXTER, NYE & HOLMGREN, INC. DATE 0 0 Foundo tion Certification in _H annis MA Pre cred For: Anthony. J. Pence, Et Ux. Assessor's Map: 306 Parcels: 207-1 & 188 Baxter, Nye & Holmgren, Inc. Community Panel Numbers: 250001 0006 D F.I.R.M. Map Zones: C, B, A13, & V16 Registered Professional Plan References: Parcel 207-1: Lot 24 ® L.C. Plan 12102 M Engineers and Land Surveyors Parcel 188: Lot C ® L.C. Plan 12102 A 812 Main St. Lots 12 & 14 ® L.C. Plan 12102 G Osterville, MA 02655 Certificates of Title: Parcel 207-1 N 147,721, Parcel 188 N 123,092 Phone - (508) 428-9131 Fax — (508)-428-3750 Owners: Anthony J. Pence Et Ux. Job Number. 2002-052 Scale : 1" = 30' Date : 12-20-2004 D.E.P. File #SE 3.4'134 W 0 lv ® LIGHTHOUSE LINE BEARING DISTANCE 20' pRIVATE WAY L1 S 02'58 20 E 3.64 L2 S 74'06 35 E 15.84 31,g9•\ L3 S 74'06 35 E 15.85 CB/DH FND I-15.0'-I S Oa I UNREGISTERED I I ��• F N/F PEAK LOT 12 � I N N 0 I LC PL. 12102 G N I 4 N I EXISTING GARAGE FOUNDATION LOCATED 12-17-04 I O JI JI LOT13 I N I I IP FND LC PL. 12102 G ' 23 0 N/F MONTGOMERY 3 RLB/SEALI LOT C FND N LC PL. 12102 A N ZZ Cf O O (jl F � � p I Z N I tJp p, N Q w LOT 23 IP FND LC PL. 12102 M FND RLB/SEAL _ N/F PEAK I TOTAL PARCEL AREA 21.402+/- SQ. FT. LO-T 24 I 0.49+/- ACRES LC PL. 12102 M Iw LOT 15 w LC PL. 12102 G LOT 14 N/F MONTGOMERY LC PL. 12102 G a r) IU � I CB/DH FND 56.70' 30.08' 63.17' 106.13' _ N 88'50'40" W 256.08' TD TOWN OF BARNSTABLE KEYS MEMORIAL BEACH I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURE SHOWN HEREON IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. �� ag. .DONFt THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. s No 74 REGISTiRID PRO SSIONAL LAND SURVEYOR N BAXTER, NYE & HOLMGREN, INC. DATE 11-4c-04 0 0 ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERIIED VIA A AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. t: BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING ti 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 HAZARDS PER ART. .17. GALV GA LVANIZED 690 GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIEDA BY (s HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. ' "' "' `- 1+ r k p I CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL. u Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER. ¢ r kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC _0 c 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 REQUIRE61 BY '-°"� *�T' NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING POI POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT - W WATT 3R NEMA 3R, RAINTIGHT i PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 UPLIFT CALCULATIONS LICENSE GENERAL NOTES e PV5 THREE LINE DIAGRAM Cutsheets Attached GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION ELEC 1136 MR OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2017 NATIONAL ELECTRIC CODE INCLUDING MASSACHUSETTS AMENDMENTS. • �: MODULE GROUNDING METHOD: ZEP SOLAR a • . �r= AHJ: Barnstable Town REV BY DATE COMMENTS �. ` �� REV NAME DATE COMMENTS UTILITY: Eversource Energy — South Shore (NSTAR—Commonwealth Electric) c.a PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 3 6 43 0 O CONTAINED SHALL NOT BE USED FOR THE ANTHONY PENCE AnthonyPence RESIDENCE Mike Stern • BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.,��S��a�C�ty NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 wFlashing—Insert 20 LIGHTHOUSE LN 7.8 KW PV ARRAY A ,. .. PART IZ OTHERS OUTSIDE THE CONNECTION MODULES: BARNSTABLE MA 02601 ORGANIZATION, EXCEPT IN CONNEC110N WITH , THE SALE AND USE OF THE RESPECTIVE (26) Hanwha Q—Cells # Q.PEAK—G4.1/SC300 2a St. Martin Drina,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. MVERTER. L• (650)638-1028 F. (650)638-1029 Delta Solivia 6.6 TL COVER SHEET PV 1 4/26/2017 (888)—SOL—CITY(765-2489) www.solarcity.com t PITCH: 26 ARRAY PITCH:26 MP1 AZIMUTH:268 ARRAY AZIMUTH: 268 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 26 ARRAY PITCH:26 MP2 AZIMUTH:88 ARRAY AZIMUTH:88 20 Lighthouse Ln MATERIAL: Comp Shingle STORY: 2 Stories ' 0 (E)DRDIMAY F �I Aft S9P ES H. G g CHI LDS TO O CIVIL - No.52764 q9 9FG/STE����k�'Q - O�FSSIONAL ENG Digitally signed by James H. Childs, P.E. Date: 2017.04.27 07:10:39 -07'00' LEGEND 0 (E) UTILITY METER & WARNING LABEL INVERTER W/ INTEGRATED DC DISCO AC & WARNING LABELS DC DISCONNECT & WARNING LABELS Ar AC DISCONNECT & WARNING LABELS R� DC JUNCTION/COMBINER BOX & LABELS A — — CTURE Co E Q DISTRIBUTION PANEL & LABELS • � - Front Of House n yq�117 STRUCTU - FPp RE LC LOAD CENTER & WARNING LABELS CHANGE DEDICATED PV SYSTEM. METER Rso RAPID SHUTDOWN Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR GATE/FENCE Q HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L_�J SITE PLAN N Scale:1/16" = 1' W E 01, 16' 32' IN SOME S J B—0 2 6 3 6 4 3 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER - `\`� CONTAINED SHALL NOT BE USED FOR THE ANTHONY PENCE Anthony Pence RESIDENCE Mike Stern .s SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ►�� r® NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 20 LIGHTHOUSE LN 7.8 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MoouLEs BARNSTABLE, MA 02601 za St Martin Drive,Building 2,Unit It ORGANIZATION. EXCEPT IN CONNECTION WITH Marlborough,MA ing 2. THE SALE AND USE OF THE RESPECTIVE (26) Hanwha Q-Cells # Q.PEAK—G4.1/SC300 PAGE NAME: SHEET: REV: DATE T. (650)638-1oug F. (617)636-1029 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PERMISSION OF SOLARCITY INC. Delta Solivia 6.6 TL SITE PLAN PV 4/26/2017 (BBB)-SQL-CITY(765-2489) wwrsdarcitycom S 1 (E) 2x10 S 1 (E) 2x10:10 -- 13 13' (E) LBW (E) LBW SIDE VIEW OF MP1A NTs � _ SIDE VIEW OF MP1B 1vTs - A B MP1A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP1B X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES s�� LANDSCAPE 64" 23" 39" 0" STAGGERED '" LANDSCAPE 64" 23° 39" 0" STAGGERED PORTRAIT 32" 14" 65" O° PORTRAIT 32" 14" 65" Oil RAFTER 2X10 aC� 16° OC ROOF AZI 268 PITCH 26 STORIES: 2 `1 RAFTER 2X10 �a 16° OC ROOF AZI 268 PITCH 26 STORIES: 2 ARRAY AZI 268 PITCH 26 ARRAY AZI 268 PITCH 26 Comp Shingle Comp Shingle X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. ` X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. S 1 (E) 200 S 1 (E) 2x10 13'-2" 13'-2" (E) LBW F (E) LBW SIDE VIEW OF MP2A NTs � ES Hsi°y� SIDE VIEW OF MP2B NTS C g CHILDS m, (:§)o CIVIL � MP2A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES No.527.64 MP21B X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE fi4" 23° 39" 0" STAGGERED 'Oq '9F �O �Q 0,�. G/STEP \�c�, LANDSCAPE 64" 23" 3911 0�� STAGGERED PORTRAIT 32 14 65 O Fss/ONAL ENG PORTRAIT 32 14 65 Z RAFTER 2X10 @ 16" OC ROOF AZI 88 PITCH 26 STORIES: 2 RAFTER 2X10 @ 16" OC ROOF AZI 88 PITCH 26 STORIES: 2 T ARRAY AZI 88 PITCH 26 ARRAY AZI 88 PITCH 26 Comp Shingle Comp Shingle X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. J B-0 2 6 3 6 4 3 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: \\\?a CONTAINED SHALL NOT BE USED FOR THE _ANTHONY PENCE Anthony Pence RESIDENCE Mike Stern I,`SolareCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ��� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 20 LIGHTHOUSE LN 7.8 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MooulFs BARNSTABLE MA 02601 ORGANIZATION, EXCEPT IN CONNECTION NTH , 24 St. Martin Drive, Building Z Unit 11 THE SALE AND USE OF THE RESPECTIVE (26) Hanwha Q—Cells # Q.PEAK—G4.1/SC300 PACE NAME SHEET: REk DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)638-1028 F: (650)638-1029 - PERMISSION OF SOLARCITY INC. Delta Solivia 6.6 TL STRUCTURAL VIEWS PV 3. 4/26/2017 (BBB�SOL-CITY(765-2469) .w.,.Sala.aitYaam S 1 (E) 2x10 F ' ES H. yG g N g CHILDS mi CIVIL No.52764 A90 9FGISTEP���4r�� 13'-2" S�ONALG (E) LBW E SIDE VIEW OF MP2C NTS - MP2C X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 23" 39" 0" STAGGERED PORTRAIT 32" 14" 65" 0" RAFTER 2X10 �a 16" OC ROOF AZI 88 PITCH 26 STORIES: 2 ARRAY AZI 88 PITCH 26 Comp Shingle X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. PV MODULE 5/16"x1.5" BOLT WITH 5/16" FLAT WASHER INSTALLATION ORDER ZEP LEVELING FOOT LOCATE RAFTER, MARK HOLE ZEP ARRAY SKIRT (1) LOCATION, AND DRILL PILOT HOLE. ZEP MOUNTING BLOCK (4) ATTACH FLASHING INSERT TO (2) MOUNTING BLOCK AND ATTACH ZEP FLASHING INSERT (3) TO RAFTER USING LAG SCREW. - - - - (E) COMP. SHINGLE (1) INJECT SEALANT INTO FLASHING (E) ROOF DECKING (2) (3) INSERT PORT, WHICH SPREADS SEALANT EVENLY OVER THE ROOF PENETRATION. 5/16" DIA STAINLESS STEEL LAG SCREW LOWEST MODULE SUBSEQUENT MODULES (2-1/2" EMBED, MIN) INSTALL LEVELING FOOT ON TOP [(4) OF MOUNTING BLOCK & SECURELY FASTEN WITH BOLT. (E) RAFTER 1 STANDOFF J B-02 6 36 43 0 0 PREMISEOWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: ■ CONTAINED SHALL NOT BE USED FOR THE ANTHONY PENCE Anthony Pence RESIDENCE Mike Stern �; ;So�arCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MWNTING SYSTEM: w NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 wFlashing—Insert 20 LIGHTHOUSE LN 7.8 KW PV ARRAY PART IZ OTHERS OUTSIDE THE RECIPIENT'S MODULES BARNSTABLE MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH '. 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (26) Hanwho Q—Cells # Q.PEAK—G4.1/SC300 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. Delta Solivia 6.6 TL STRUCTURAL VIEWS PV 3 4/26/2017� (BBB)_SDL-CITY(765-2489) ww.Balamitraan, UPLIFT CALCULATIONS "oi z)aiarL I ty ry system �>cru"Urai O• r' Design Software Mounting Plane,Information._ Roofing Material Comp Roof Roof Slope - _ - ____ _ _26a _ Rafter 5 acing 16"O.C. Framing Type/Di_redJon_ . Y-Y Rafter RV System Type_, - �SolarCfty Sl4,046unt_ Zep System Type _ ZS Comp Standoff Attadiment Hardware: comp Mount SRV s Spanning Vents_� -� - No - Wind and Snow Design Criteria Wind Design Code ASCE 7 05 _� Wind Design Method; �T �.�. ____Partially/Fullq Endosed Method_ Basic Wind Spee V 120 h 1 _ Rg 6-1 d mp ,.__�.v.__. __ . f _ a -- Exposure'Uteq&V C .Section 6 56.3 Ground Snow Load_ psf r- _ ASCE Table 7-1 Surrounding Roof.Srrow,�_s _ 35.0 psf_ Roof Snow Over PV Modules -35.0 psf ASCE E 7.4-1 Wind Pressure Calculation Coefficies Wind Pressure Exposure Kz 0.95 Table 6-3 _ Topographic Factor. Kzt _1 )o _ Section 6 5.7_, Wind Directionality Factor Kd" -�� 0.85.__ Table 6-4 Importance Factor I 1.0 - Table 6-1 qh=0.00256(KZ)(Krt)(Kd)(N^2)(1) Velocity Pressure qh 29.6 Equation 6-15 Wind Pressure Ext.Pressure Coefficient U GC U -0.88 Fig.& 1B/C/o-l4avre . Ext.Pressure.Coeffident Down GC Dtiwn "0.45 FIg6=118/G/D-14AJB Design Wind Pressure P p,= h GCp Equation 6-22 Wind Pressure Up PICIIIIIIIII) Wind Pressure Down down 13.4- sf` ALLOWABLIE'STANDOFF SPACINGS X-Di'rectlon Y-Direction Max Allowable Standoff Spacing _ Landscape - _- 64" 3T Max Allowable Cantilever� __,fonds ape,.,_, - _23" _ �,._ NA___••- Standoff Configuration Landscape - Staggered - Max Standoff TWUWFY Area _ —Trib _ _ 12.sf-e . PV Assembly Dead Load W-pV 3.0 psf N'if WIQtj lift at Standoff_____ T.actual_� 421 Ibs_ _ Uplift Capacity of Standoff T-allow^ 548 Ibs _r- y Standoff Demon ,Ca ad DER. 76.9°!a X-Direction Y-Direction Max Allowable Standoff Spacing Portralt -_ _r 32" � 65" Max Allowabl C ntilev_er�w _ Portrait. 14� Standoff Configuration _Portrait 4 R Staggered Max Standoff Tributary Area-� _ Trib.-- 14 sf�W�� PV Assembly Dead Load _W-pV _ 3.0 psf Net,Wlnd;Uplift at_Standoff._.Y- Tactual _ ,,_ _ _+_-351 Ibs Uplift Capacity of Standoff - T-allow _ 548 Ibs v Standoff Demon Ca aci : DCR� �64.1% J B—0 2 6 3 6 4 3 0 0 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN roe NDMBER: ANTHONY PENCE Anthony Pence RESIDENCE Mike Stern CONTAINED SHALL NOT BE USED FOR THE SolarCity. �- -BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �•.: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Camp V4 wFlashing—Insert 20 LIGHTHOUSE LN 7.8 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES BARNSTABLE MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St. Martin Drive, Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (26) Hanwho Q—Cells # Q.PEAK—G4.1/SC300 PAGE NAME SHIFL REV. DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T., (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. Delta Solivia 6.6 TL UPLIFT CALCULATIONS PV 4 4/26/2017 (BBB)-SOL-CITY(765-2489) ..*.eolarcaycom GROUND SPECS~? MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND N 8 GEC TO ONE E GROUND Panel Number:LC404OB1200 Inv 1: DC Ungrounded ## _ / GEN #168572 ( ) # D Meter Number:178774E INV 1 —(1)Dlnverf'rS6600% 240V�08V, 97.57./97.57a Zigbee, PLC, RGM —(26)HPVWModuuleCe30OW,2Q74 5PTC, 410MM 3Block Frame, MC4, ZEP, 1000V ELEC 1136 MR ROD AND ONE (N) GROUND ROD AT PANEL WITH IRREVERSIBLE CRIMP Underground Service Entrance INV 2 Voc: 39.76 Vpmax: 32:41 INV 3 1 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER (E) 200A MAIN SERVICE PANEL MULTI—CONTACT Delta E 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 IND Branch Socket (E) WIRING CUTLER—HAMMER 5 1 Disconnect 200A 2P 6 Delta DC- MP 2: 1x12 / Bolivia 6.6 TL ——————————— — EGC————————————————— o ---- ----------- 2 (E) LOADS C �� zaovJD r——————— I �� L2 DC+ I 4 - G 35A/2P r——— C+ MP 1: 2x7 -- GND ---------------- -------- EGC/ A GEC N — pC G I B GND _ "(1)Conduit GC----------------�J , I N_ I Kit; 3/4' PVC, Sch. BO rikEGC/GEC I I I _ GECT—1 TO 120/240V SINGLE PHASE I I UTILITY SERVICE I I I I I I I I I I PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP POI (1)MURRAY#MP2 PV BACKFEED.BREAKER (1)CUTLER—HAMMER #DG222URB B (3)Delta p Solivia A (1)MULTI—CONTACT PV—AZB4 D Breaker, 35Arr RSS Rapid Shutdown, 60OV, 20A, NEMA 4X, MC4 Branch Socket; C4 U—Joint Connector, Female Female Male —(1)Gro qd RoQ —(1)CUTLER—tIAMMER #DG100NB —(I MULTI—CONTACT#PV—AZS4 5/8 x 8 Copper Ground//NNeutral KKIt; 60—IDON General Duty(DG) Branch Plug; MC4 U-Joint Connector, Male Male Female —(1)MURRAY URRAer#1MP1 5 1 Space nd —(1)AWG#6. Solid Bare Copper (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE t AWG#8, THWN-2, Black 4 AWG 110, PV Wire, 60OV, Black Voc* =310.27 VDC Isc =19.54 ADC (2)AWG #10, PV wire, 60OV, Black Voc* =531,89 VDC Isc =9.77 ADC (1)AWG#8, THNM-2, Red O (1)AWG #6, Solid Bare Copper EGC Vmp =226.87 VDC Imp=18.52 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =388.92 VDC Imp=9.26 ADC ILL opP (1)AWG#10. THWN-2, White NEUTRAL Vmp =240 VAC Imp=27.5 AAC (1 Conduit Kit; 3/4'PVC, Sch..80. . . • . . . _ . . ,• . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �? Conduit Kit; 3/4'.PVC, S ..80, • , . . . _ .-(1)AWG 08,.THWN-2,Preen —_ EGC/GEC. (1)Conduit.Kit;.3/4",PVC,.Sch, 8p. . . . U (2 AWG#10, PV Wire, 6UDV, Black Voc* =310.27 VDC Isc =19.54 ADC (4•)AWG#10, PV Wire,60OV, Black Voc* =310.27 VDC Isc =9.77 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =226.87 VDC Imp=18.52 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =226.87 VDC Imp=9.26 ADC (1 Conduit Kit; 3/4'.PVC, Sch..40. . . . . . . . . . . . . .. . . . . . .• • . . . . . . . . . . . . . . 1)Cond4it Kit;.3/4' PVC,Sch. 80 .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . (2)AWG 110, PV Wire,60OV, Black Voc* =531.89 VDC Isc =9.77 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =388.92 VDC Imp=9.26 ADC (1)Conduit Kit;.3/4'.PVC, Sch..80. . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . J B—0 2 6 3 6 4 3 O O PREMIX OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: y `�.�s SolarCity. CONTAINED SHALL NOT BE USED FOR THE ANTHONY PENCE Anthon Pence RESIDENCE Mike Stern BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ►;� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 20 LIGHTHOUSE LN 7.8 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS BARNSTABLE, MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES 24 St.Martin Drive,Binding 2 Unit 11 THE SALE AND USE OF THE RESPECTIVE (26) Hanwha Q—Cells # Q.PEAK—G4.1/SC300 SHEET: REV: DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER PAGE NAMET. (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. Delta Solivia 6.6 TLL THREE LINE DIAGRAM PV 5 4/26/2017 (86s)-SOL-Cm(765-2489) www.solarcity.com CAUTION . POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: ` - Address: 20 Lighthouse Ln UTILITY —� SERVICE I' I 1 II I 1 II I ' INVERTER AND DC DISCONNECT SOLAR PHOTOVOLTAIC ARRAYS)', L-- --------------------J PHOTOVOLTAIC BACK—FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL ' IS AN A/C DISCONNECT PER NEC 690.17 s OPERATING VOLTAGE = 240V JB-0263643-00 - CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE J B-0263643 00 �e�ts ANTHONY PENCE AnthonyPence RESIDENCE Mike. Stern SolarCit BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 220 LIGHTHOUSE LN 7.8 KW PV ARRAY ���, y PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES BARNSTABLE MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE (26) Hanwho Q—Cells # Q.PEAK7G4.1/SC300 24 St. Martin Drive,Bul 01 2 Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV DATE Marlborough,MA PERMISSION OF SOLARCITY INC. INVERTER: L• (650)636-1028 F: (650)50)636-1029 Delta # Solivia 6.6 TL SITE PLAN PLACARD PV 6 4/26/2017 (BBB)-SOL-CITY(765-2489) www.solarcitycom o 0 0 w:o o - Label Location: Label Location: Label Location: v. (C)(Cg) o (AC)(POI) �..`© ry (DC)(INV) _ _�- -��� Per Code: Per Code: Per Code: � �� � � = �� ° `-° '° 'a; NEC690.35 NEC 690.31.G.3 s o 0 0 NEC 690.17.E „ oloF o �o o'= o (F) - ' Label Location: ° v o o ��, 4 TO BE USED WHEN o p �s o•° o ° -o ° ° ° INVERTER IS DF (DC) (INV) (o'-�-o o ° L UNGROUNDED d ® ® Per Code: mw Z;. �� xk NEC 690.14.C.2 Label Location: Label Location: - o 0 0 (INV) � o (DC)(INV) o -- ° -•- o Per Code: Per Code: °° CEC 690.56(C) NEC 690.53 4 r � �10 • "' Label Location: ©� ' (POI) _ Per Code: • ° NEC 690.64.B.7 Label Location: o o e o ( (DC) (INV) '° Per Code: _ `c NEC 690.5(C) - o ° o- - Label Location: (D) (POI) Per Code: NEC 690.64.B.4 Label Location: (DC) (CB) o ° Per Code: NEC 690.17(4) Label Location: O (POI) o , � . , o-• --o o ° -o e �''' Per Code: NEC 690.64.B.4 - Label Location: e o o e•I -o ° {° (POI) Label Location: Per Code: A POI `- ° (AC):AC Disconnect O ,O O ( C) ( ) x. NEC 690.1-7.4; NEC 690.54 �x , D O Per Code: (C): Conduit .: (CB): Combiner Box NEC 690.14.C.2 x:o ° "o•° ° -, • °, v- � (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit Label Location: -o o (INV): Inverter With Integrated DC Disconnect (AC) (POI) (LC): Load Center ° Per Code: ° (M): Utility Meter f9 NEC 690.54 (POI): Point of Interconnection - y-,✓+r. ,:d, .# 5. _ �.„�,.k,�t a f R.;� � e'„`.1 E ,i ;� ,y ,p k _ , CONFIDENTIAL^ THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR �& �j 3055 Clearview Way DISCLOSED �- San Mateo,CA 94402 INC., OR MALL IT BED �THE BENEFIT OF ANYONE EXCEPT SOLARCITY - �" T:(650)638-1028 F:(650)638-1029 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, �Of��'� EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE Label Set �I� (888)-SOL-CTfY(765-2489)www.solarcty.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. ° Model RSS-600 4-2 Connection Diagram: * D \..,^'_ ?j - _ ✓ g i-- ELTA RAPID SHUTDOWN BOX �s 1 ON ROOF WITHIN 10.OF PV • _m ® I m . a � • C C"US I -A ... ,� . ... I ■H r J : 00 - - r ■ -------------- ' Dcpv. - - AC AC - -----•oc PV- One conduit BREAKER ,GRID ra AC for all wiring _ Technical Specifications sysrc•u =. Input Ratings �- ADC 7p 600V DC R41PII1i71 SHUTDOWN 10A 16A Output Ratings 1 - 2, • � 20A. ill_ 20A � a 25A 25A • . i e 10AWG',_ ."•' yis 12-64WG • J__ _ N/A �� ,�� 3/4"(two holeslay •-�--_'��PLC Signal _ _ 6 5V Signal.Wire .- `. N/A +_- i3_ _.. _ 24-14 AWG General Data Rapid Shutdown Device • a 1 _87_ x55.91x2.09(200x150x53) ;$ 1244x10 4-2-16(316x255x55) -__ x:a x_2.861bs(1_3kg) ,:: _ 6.6lbs(3.Okg) for Delta 3■0 N 7.6 T L Inverters MC-4 PV Connector orAmphenol H4 PV Connector MC 4 PV Connector orAmphenol H4 PV Connector I • . , W-4 PV Connector_orAmphenol H4 PV Connector Screw Terminal Blocks,E - � •. 40-,158'F ._.. -580 70C) F Deltas Rapid Shutdown Devices provide an automatic disconnect of 60OVDC ,- -40-185'F(moo-85'C)umma 40-185•F(moo-85*C) residential or small commericial PV array system,fully compliant with the Rapid 0-100% 0 100% 3 : Shutdown requirements of NEC 2014 article 690.12. It is compatible with DeltasRM•,- 2000m above sea level @ ; , "2000m above sea level single-phase residential inverters. 10vears �'- loyears KEY FEATURES Standard Compliance NEMA_4X'_ • NEMA4X •NEMA 4X Protection UL1741,CSA 22.2 107-1'7, 7 UL 1741 CSA 22.2 107 1 _.- erg' '--�I •Compact and Lightweight NEC 2014Article 690.12 _ NEC 2014AGrle 690.1� - _� •Rack Mount Installation � - rsaE<,re�t;�s su Jecue cnen e ;moor hence. Delta Products Corporation,Inc. •Fast Connect with PV Connectors 46101 Fremont Blvd. •Compliant with NEC 2014 article 690.12 Fremont,CA 94538 Sales Email: Inverter.Sales@delta-corp.com •PLC Communication(Model RSS-600 1-1 only) Support Email: Inverter.Support@delta-corp.com ' Sales Hotline: +1-877-440-5851 or +1-626-369-8021 C"O Support Hotline: +1-877-442-4832 Support ind.) .+1-626-369-8019 CUS .Monday to Friday fro m m lam to Spm PST(apart from Holidays) www.delta-americas.com www.delta-americas.com/solarinverters Rev.012017-WI information and specifications areasubject tochange Ahout notice i Delta Solar Inverters Datasheet for SolarCity i INPUT(DC) IMax SyMem ORE. - r 600 V ,r-_ ' d 6 n Votta e - ( rating Voltage Re e - 85 550 V ' u T Range lT 200 500 V _J -� 1Max. s eCU n � 'r.�•-�_.... '�_�. F _ 200AP rMPPtracker ' _ Max.Short Crcu Cu t STC y,_T ,,,•,,,�, ;;m ��y,•25.OA per MPP tracker �� z ,. ,,,,,,,� Max.Al Cn5 _ 000 i �•� 5600 W Cw Iw Loading w DC oa'n Ratio U :caj_ • C Disconnect f tat Input Strings Available y p� ?. _ «..w_... .W.-�_���"�... ..:•. 4 _ _ v solaraw �-� OUTPUT(AC) =- _ zm 700 �.,520W ^ 6600 W W[Nominal er 3000 W(03 208 V/ �. 3300 W @ 208 V/� 1q 5200 W @ 208 V/ •� 6600 W @ 268 V/ 6600 W @ 208 V/ I r ax.Continuous Power 3000 W @ 240 V �_ 3800 W @ 240 V _5200 W @ 240 V 6600 W @ 240 V 7600 W @ 240 V . olts a Range _- _,�„_183-228 V @ 208 V/211.'264 V @ 240 V t 144A(6208V/ 158A@208V/ r-_240A@208 V/ 317A@208V/ { 31.7A@208 V/ $ ominal Current i T 31 I 125A@240V L _ 158A@240V 216A@240V 275A@240V 7A @ 240 V . 1 [Nominal F e ue c a, .,...�.. „_ Hz _ .1 .J r • Fre e Range „w ..za .tea• 59 3 60 5 Hz .",, J_ "•^ _ J en aria +, •»..-,,.e,ryp,,,,..r._, W:0Z630 Hz (({ - 'tit Consumplion 1.51N ower Factor 90 Nominal099 d'ustable Power actor-.an a 085i 085c - ~ likeourfic Noise Ernission a....0 50 db(A)@ Im GENERAL SPECIFICATION ro _ ' I - ICEC Efficiency, ._� 97.596@ 208V 197.5%@ 240V { - ...-�� i •- _ i [Operating mture Rene to a rat a Y , 3 158F(25.70 C)I tl abov 122 F(50,.. C) 40-785 F(40-85-C) bumldft TM 0-100% 2000m above sea level a e t AlOtude � -• -- MECHANICAL DESIGN __ D'nche Lz x m 195x 15.Bx85 n(495x 401x216 mm) c �, -268 158x85m(680x 401x216 mm)_ 43Olbs(19.5kg) _ �.._ •85016 (295 kg) J lCoolino Natural Convection _ RC Connectors spring terminals in connection box om b e Wirin Gua in C -.__-_,,,•„�._„ „ —AWG 12_AWG 6 CopPer(According to NEC 310.15 C Connectors k..-. 2 pairs of spring terminals c action box - 4 pairs of spring terminals in co act on box " .- 'AWG 12 AWG.6_Copper�((According rig to NEC690 8o t'b a Wiring Gua a in � _ .: [Communication Interface Zi Bee s la _3 LEDs, Li 4- ne LCD c osue at ,• - ra m- 'Y---Dlecast Aluminum 4 ry - ___ J_j " STANDARDS/DIRECTIVES , _. _ - Enclosure P otec o aU NEMA 4X IEC 60068-2-11 Sett mist Solar Inverters _ - _ _. t �, _, �UL 1741 Second Edition,CSA C22 2 No 107 SW royal. 'r L,....... -...,.� UL 1998� Transformerless JQ: 3.8 kW, 5.2 kW,6.6 kW, 7.6 kW oa d auft Proteoffon -- NEC69035 UL1741CRD l2knti-Islanding Protection IEEE 1547,.IEEE 15471` IEM C - __-. FCC Part 15 Class B C UL 1699E(Type 1),NEC 690 11 Wide Operating Voltage Range:85 550V IPV RaDidS UL 1741 COD PVRSS NEC 690.12(,vth SMART RSS) �^ - Wide Operating Temperature Range:-13-'158°F(-25—70°C) to atea a _ a ANslc,z,(meet,%Ace acy),; e Ula Grid Su -�'"�`_`""`Cal.fornia Rule 21,HECO Compliant,IEEE7547 s_. _ High CEC Efficiency:97.5% WARRANTY ,o y ars Integrated AFCI(Arc Fault Circuit Interruption) Warranty m as NEMA 4X plus Salt Mist Corrosion Protection Delta products Corporation,Inc. 46101 Fremont Blvd, Natural Convection Cooling Sala,Eq 0A 94538 Sales EmaY.inverter.sales@deHaww.com Dual MPPT(5.2kW/6.6kW/7.6kW) Support Emil:inverterwpport@delWw com Sales Hothrre«7$7744o-5851 or+1626-369-8021 Support Hotline+1677-042 4832- Compact and Lightweight Support(Ind.)+16 26-369-8019 ANELTA UL 1741/IEEE 1547/IEEE 1547.1 /CEC Monday to Friday from 7 am to 5 pm PST(apad from Holidays) Listed/UL 16996 T e 1 NEC 690.11 do L=11 ( YP )/ C us I t.",SolarCity ZepSolar Next-Level PV Mounting Technology y t"SolarCity ZepSolar Next-Level PV Mounting Technology Components ZS Comp for composition shingle roofs O yr • i . t Mounting Block Array Skirt Interlock Part No.850-1633 Part No.850-1608 or 500-0113 Part No.850-1388 or 850-1613 Listed to UL 2703 Listed to UL 2703 Listed to UL 2703 i Flashing Insert Grip Ground Zep V2 I Part No.850-1628 Part No.850-1606 or 850-1421 Part No.850-1511 Listed to UL 2703 Listed to UL 2703 Listed to UL 467 and UL 2703 t t • a• QO0104T,e .Z Description PV mounting solution for composition shingle roofs Fp o Works with all Zep Compatible Modules °pMpO�� Auto bonding UL-listed hardware creates structural and electrical bond • ZS Comp has a UL 1703 Class"A"Fire Rating when installed using modules from any manufacturer certified as"Type 1"or"Type 2" Captured Washer Lag End Cap DC Wire Clip V� LISTED Part No.850-1631-001 Part No. Part No.850-1509 ' Specifications 850-1631-002 (L)850-1586 or 850-1460 Listed to UL 1565 850-1631-003 (R)850-1588 or850-1467 • Designed for pitched roofs 1 850-1631-004 • Installs in portrait and landscape orientations • ZS Comp supports module wind uplift and snow load pressures to 50 psf per UL 2703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • ZS Comp grounding products are UL listed to UL 2703 and UL 467 • ZS Comp bonding products are UL listed to UL 2703 I • Engineered for spans up to 72"and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices Leveling Foot Part No.850-1397 J zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zap Solar or about its products or services.Zap Solar's sole warranty is contained in the written product warranty for This document does not create any express warranty by Zep Solar or about its products or services.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 ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. responsible for verifying the suitability of ZepSolar's products for each use.Specifications are subject to change without notice.Patents and Apps:zspats.com. Document#800-1839-001 Rev D Date last exported:April 29,2016 11:22 AM Document#800-1839-001 Rev D Date last exported:April 29,2016 11:22 AM powered by 1 Format 65.7in x39.4in x 1.57in (including frame) I- _..- "" • I (1670mm x 1000 mint x 40mmI "soy Weight 44.09 lbs(20.0 kg) 4 t ; Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass with anti-reflection technology Back Cover Composite film - - - _ .r.a•n,mmu M Frame Black anodized aluminum Junction box 2 60 3 03in x 4.37-3 54in x 0 59 0.7 r cells 5 nola Its I (66-77 mm x 111-90mm x 15-19mm),Protection class IP67,with bypass diodes °.»m°mr'>�su °'�''•°" l ._ ma I ,. Cable 4mm'Solar cable;(+)47.24in(1200mm),(-)47.24in(1200mm) °CTYLp - Connector Multi-Contact III IP68 �rs.»° ,.,,,.-u,,,,,n I-p'I""•'""°"' , �• I POWER CLASS _ 295 300 305 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC'(POWER TOLERANCE+5W/-0 W) # Power at MPP2 _ P,,,, [W] 295 300 305 Short Circuit Current* Isc [A] 9.70 9.77 -, 9.84 E 1 Open Circuit Voltage* - - - _ Vol, _[V] T 39.48 - 39.76 .- 40.05 . t Current at MPP* _ . Irer° - [A] -- 4- .9.17 - - _. 9.26 V _. - 9,35 r Voltage at MPP* vxvP [V) J32.19+ 32.41. 32.62 The new high-performance module Q.PEAK-G4.1/SC is the ideal solution EfficiienDy2 - � n 1%1 4_ Z17.7 m _ Z18.0 _ _Z18._3 , for all applications thanks to its innovative cell technology Q.ANTUM MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NOC' - t ULTRA and a black Zep CompatibleTM frame design for improved aesthetics, r Power at MPP° 'r Prill [W] _ 218.1 221.8 225.5 easy installation and increased safety. The world-record cell design was ; ShortCircuitCurrent` _ II. [A� M 11 a? 7 as _ _ i.94 t I Open Circuit Voltage* Voc IV] 36.92 37.19 37.46 {. developed to achieve the best performance under real conditions-even Current at MPP*- - I,,, Y [A] 7.20 7.27 7.35 i with low radiation intensity and on clear, hot summer days. - V y � � Voltage at MPP* - Vrnvr [V] - 30.30 30.49 _ p 30.67 ' 1000 Vill 25"0,spectrum AM 1.5G "Measurement tolerances STC m3%;NOC t5% 3800 W/m2,NOCT,spectrum AM 1.513 `typical values,actual values may differ - I Q CELLS PERFORMANCE WARRANTY .. •!,� ' V -_ - " PERFORMANCE AT LOW IRRADIANCE ----- At least T----r -,- LOW ELECTRICITY GENERATION COSTS x _' ro A[least er m of nominal power during first year. ' W 98 '"°""""nn°'"'°"'"'°'"°"°""' Thereafter max.0.6%degradation per year. „ i •�3 +� ------------------------- At least 92.6%of nominal power up to 10 years. Higher yield per surface area and lower BOS costs thanks to ■ -o z< At least 83.6%of nominal power up to 25 years. higher power.classes and an efficiency rate of up to 18.6%. _ sa _ _________-- W s� W z •p All data within measurement tolerances. 5 0° r -r - --- , 6 Full warranties in accordance with the warranty W , ' INNOVATIVE ALL-WEATHER TECHNOLOGY terms of the cElls sales organization of your ' l o � ,n respective country. '° 200 .00 coo aoo r000 t1LJ Optimal yields,whatever the weather with excellent low-light 1 IRRADIANCE 1 WAn'1 and temperature behavior. u Typical module performance under low irradiance conditions in 1 ,„,,,a,•,,.M ry^op w„.����p YEARS comparison to STC conditions(25°C,1000W/ri .nnu nro�cm�vm ENDURING HIGH PERFORMANCE BEM - �r - TEMPERATURE COEFFICIENTS_ ° - _ _ _ ,__._- _._._. _� � - ��•_�-.- �..,•.� --- --- »--•�- • ' Long-term field security with Anti PID Technology', QCEIIS T g- y y gy., - rareCIELT - 4 Temperature Coefficient of Iu - a [%/K] a +0.04 Temperature Coefficient of V� - -R [%/K] -0.28 1 _ Hot-Spot-Protect and Traceable Quality Tra.QTM. ITOP BRAND Pv ' Temperature Coefficient of P,,,, y [%/Kl -0.39 Normal Operating Cell Temperature NOCT [°F] 113 t5.4(45 x3°C) EM® 941110 A RELIABLE INVESTMENT K 2016 1• 1 1 Inclusive 12-year product warranty and 25-year f Maximum System Voltage Vsn IV] 1000(IEC)/1000(UL) Safety Class II -- - I Maximum Series Fuse Rating [A CC] 20 Fire Rating C(IEC)/TYPE 1(UL) _. d linear uarantee performance 2. p g - Design load,push(ULY [Ibs/ff2l 75(3600Pa) Permitted module temperature - -40°F up to+185°F QGp14PATj� Phntnn 4 an continuous duty - (-40°C up to+85°C) t H ssss� `tea -� Design load,pull(UL)2 [lbs/N2] 55.6(2666Pa) 2 see installation manual j t acill € 1 Ban polycrystalline.( c•1 �/ solar module 2U14 RrR 235 r COMPPt .mb�. UL 1703;CE-compliant; Number of Modules per Pallet 26 I •�"� IEC 61215(Ed.2);IEC 61730(Ed.l).application class A 32 r - Number of Pallets per 53'Container _ OMP4! C C Number of Pallets per 40'Container 26 ' APT test conditions:Cells at-1500V �J Pallet Dimensions(L x W x H) 68.7 in x 45.3 in x 46.1 in aF against grounded,with conductive me- G �OS °o»rP (1745mm x 1150mm x 1170mm) I tal foil covered module surface,25°C, ' `°° Pallet Weight 1254lbs(569kg) 1 - THE IDEAL SOLUTION FOR- 1681h 2 See data sheet on rear for further 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 Rooftop arrays on Information. of this product. V1 residential buildings Hanwha O CELLS America Inc. I 300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA I TEL+1 949 748 59 96 I EMAIL inquiry@us.q-cells.com I WEB www.q-cells.us OCIELLS � Engineered in Germany - ABBREVIATIONS ELECTRICAL NOTES e JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A - AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING ' DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. F y.c (E) EXISTING 4. . WHERE ALL TERMINALS OF THE DISCONNECTING 5ZN1 , EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR. 5. EACH UNGROUNDED CONDUCTOR OF THE MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY GND GROUND �• HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC r 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. z PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE 4; SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE:POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER I VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 STRUCTURAL VIEWS PV5 UPLIFT CALCULATIONS LICENSE GENERAL NOTES J PV6 THREE LINE DIAGRAM 1. ALL. WORK TO BE DONE TO THE 8TH EDITION Cutsheets Attached GEN #168572 fig . ELEC 1136 MR 5 OF THE MA STATE BUILDING CODE. 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2017 NATIONAL ELECTRIC CODE"INCLUDING MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR . AHJ: Barnstable Town REV BY DATE COMMENTS REV A NAME DATE COMMENTS x * s s UTILITY: Eversource Energy — South Shore ,. (NSTAR—Commonwealth Electric) �► +► CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER PREMISE OWNER: P DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE J B-0263643 00 ANTHONY PENCE Anthon Pence RESIDENCE Mike Stern ,SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: - ". - A 10 x NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert ,20 LIGHTHOUSE LN a 7.8 KW .PV ARRAY ��� PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: - BARNSTABLE, MA 02601 THE SALE AND USE OF THE RESPECTIVE (24) SolarClty Standard #SC325 1 a 24 St. Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN , PAGE NAME: € SHEET: REV: DATE: Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: PV (650)638-1028 R (650)636-1029 Delta Solivia 6.6 TL COVER SHEET PV 1 0 5/23/2017 (ee6)-sa-CITY(765-24s9) .galar�itY�am PITCH: 26 ARRAY PITCH:26 MP1 AZIMUTH:268 ARRAY AZIMUTH: 268 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 26 ARRAY PITCH:26 MP2 AZIMUTH:88 ARRAY AZIMUTH:88 20 Lighthouse Ln MATERIAL: Comp Shingle STORY: 2 Stories O t (E)DRIVEWAY r LEGEND (E) UTILITY METER& WARNING LABEL INVERTER W/ INTEGRATED DC,DISCO L_ ® & WARNING LABELS © DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARNING LABELS 0000 N Q DC JUNCTION/COMBINER BOX & LABELS m E , „ A — — a CTURE Q DISTRIBUTION PANEL & LABELS Front Of House >I Iir STRUCTu — — ucTURE Lc LOAD CENTER & WARNING LABELS CHANGE D ¢ O DEDICATED PV SYSTEM METER { RSD RAPID SHUTDOWN Q STANDOFF LOCATIONS ` CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR — GATE/FENCE Q HEAT PRODUCING VENTS ARE RED r,, INTERIOR EQUIPMENT IS DASHED L_-J SITE PLAN N Scale:1/16" = 1' W E 01, 16' 32' 1 in S J B-0 2 6 3 6 4 3 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: \b! SolarCity. CONTAINED SHALL NOT BE USED FOR THE - ANTHONY PENCE Anthony Pence RESIDENCE Mike Stern �,"!a BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: Awk, NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 20 LIGHTHOUSE LN 7.8 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES BARNSTABLE MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St. Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (24) SolarCity Standard #SC325 SHEET: REV: DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME:INVERTER: T. (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. PV 2 a 5/23/2017 (888)-SOL-CITY(765-2489) www.solarcity.com Delta Solivia 6.6 TL SITE PLAN . a S 1 (E) 200 S 1 (E) 2x10 10 13' 13' 70, p (E) LBW • (E) LBW , A SIDE VIEW OF MP1A NTS _ SIDE VIEW OF MP1B NTs MP1A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP1B X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER I NOTES LANDSCAPE 64" 23" 41" of, STAGGERED LANDSCAPE 64" 23" 41" O" STAGGERED PORTRAIT 32" 15" 62" 0" PORTRAIT 32" 15" 62" 0" RAFTER 2x10 @ 16" OC ROOF AZI 268 PITCH 26 STORIES: 2 RAFTER 2X10 @ 16° OC ROOF AZI 268 PITCH 26 STORIES: 2 ARRAY AZI 268 PITCH 26 ARRAY AZI 268 PITCH 26 Comp Shingle Comp Shingle X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. S1 (E) 200 S1 (E) 2x10. 13'-2" 13'-2'> (E) LBW � (E) LBW SIDE VIEW OF MP2A NTs ` � - SIDE VIEW OF MP2B NTs MP2A X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP2B X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 23" 41" O" STAGGERED LANDSCAPE 64" 23" 41" 0" STAGGERED PORTRAIT 32" 15" 62" 0" PORTRAIT 32" 15" 62" 0" RAFTER 2X10 @ 16" OC ROOF AZI 88 PITCH 26 STORIES: 2 ROOF AZI 88 PITCH 26 ARRAY AZI 88 PITCH 26 RAFTER 2x10 @ 16" OC ARRAY AZI 88 PITCH 26 STORIES: 2 Comp Shingle ' Comp Shingle X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. XIS ACROSS RAFTERS AND Y IS ALONG RAFTERS. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0263643 00 CONTAINED SHALL NOT BE USED FOR THE �Wit, BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: ANTHONY PENCE Anthony. Pence RESIDENCE Mike Stern • NOR SHALL IT BE DISCLOSED IN WHOLE OR IN p 9 ��N'solarCity PART TO OTHERS OUTSIDE THE RECIPIENTS ZS Comp V4 w Flashin —Insert 20 LIGHTHOUSE LN .7.8 KW .PV ARRAY ►� . ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02601 ram: REV. DATE 24 St. Marlborough, MAdU 2 Unit THE SALE AND USE OF THE RESPECTIVE (24) SolarCity Standard #SC325 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: 9 PERMISSION OF SOLARCITY INC. INVERTER: ., Delta Solivia 6.6 TL - r STRUCTURAL .VIEWS PV 3 a 5/23/2017` (eeej-so��aT (76582489) ww eda�ity S 1 (E) 200 13'-2" (E) LBW DSIDE VIEW OF MP2C NTS E MP2C X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 23" 41" O" STAGGERED PORTRAIT 32" 15" 62" 0" - RAFTER 2X10 @ 16" OC ROOF AZI 88 PITCH 26 STORIES: 2 ARRAY AZI 88 PITCH 26 Comp Shingle X AND Y ARE ALWAYS RELATIVE TO THE STRUCTURE FRAMING THAT SUPPORTS THE PV. X IS ACROSS RAFTERS AND Y IS ALONG RAFTERS. PV MODULE 5/16"x1.5" BOLT WITH 5/16" FLAT WASHER INSTALLATION ORDER ZEP LEVELING FOOT LOCATE RAFTER,. MARK HOLE ZEP ARRAY SKIRT (1) LOCATION, AND DRILL PILOT HOLE. ' --------- --- ZEP MOUNTING BLOCK (4) ATTACH FLASHING INSERT TO AND ATTACH ZEP FLASHING INSERT (3) (2) TIO RA TEROUNTINGBLOCK USING LAG SCREW. (E) COMP. SHINGLE (1) INJECT SEALANT INTO FLASHING (E) ROOF DECKING (2) (3) INSERT PORT, WHICH SPREADS SEALANT EVENLY OVER THE 5/16" DIA STAINLESS ROOF PENETRATION. STEEL LAG SCREW LOWEST MODULE SUBSEQUENT MODULES (2-1/2" EMBED, MIN) INSTALL LEVELING FOOT ON TOP [(4) OF MOUNTING BLOCK & (E) RAFTER SECURELY FASTEN WITH BOLT. S1 STANDOFF CON — THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 3 6 4 3 00 PREMISE OWNER: DESCRIPTION: DESIGN: ` CONTAINED AL AINED SHALL NOT BE USED FOR THE ANTHONY PENCE Anthony Pence RESIDENCE Mike. Stern BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MWNTING SYSTEM: �' � NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 20 LIGHTHOUSE LN 7.8 KW PV ARRAY rSolarCit PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: BARNSTABLE MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St. Martin Drive, Building Z Unit 11 THE SALE AND USE OF THE RESPECTIVE (24) SolarCity Standard #SC325 S1�: j�µ DATE: Marlborough,MA 01.752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME T: (650)638-1028 R (650)638-1029 PERMISSION OF SOLARCITY INC. Delta SoliVia 6.6 TL STRUCTURAL VIEWS PV 4 a 5/23/2017 (886}SOL—CITY(765-2489) www.solarcity.com UPLIFT CALCULATIONS Iry simm ap>cructurai y ... Design'Softwarle Mounting.Plane;Information Roofing Material Comp Roof Roof Slope 260 Rafter Spacing" Framing Type/Direction Y'Y Rafters �._ _ 4 r ..w_... ,f?V 5y_stem Type SolarCity SleekMountT."'_' r"' Z_ep System Type ZS Comp Standoff'Attachment'Hardware CornMountSiff S annin Vents No E �F.._ 9 Wind and Snow Deli n Clriteria Wind Design Code ASCE 7 OS .Wind Design Methoti'� y -- Partially/Fully Enclosed Method ` "' Basic Wind Speed � .�,A V'— � iZ0•mph Rg 6 1 osure Cate o. :C '""— Section 66.63 Ground Snow Load ^�pg,� 50 0 psf ASCE Table.7-1 Surrounding Roof Snow 35 0 psf. _ASCE Eq. Roof Snow Over PV Modules 35.0 psf ASCE E : 7.4-1 Wind Pressure Calculation Coefficients i Wind Pressure Exposure K3 0.95 Table 6-3 Topographlc Factor_ __ _1 00_ _ Section 6 5 7 Wind Directionoalfity Factor Kd 0.85 Table 6 4 Is Importance,Factor I 1.0 Table.64 Velocity Pressure qh qh=0.00256(Kz)(Kzt)(Kd)(V"2)(1) Equation 6-15 i 29.6 psf Wind Pressure Ext.Pressure Coefficient U GC U -0.88 R9.6-110/c/D-14A/B ExL Pressure Coefficient" Down GC Down 0'.45 rg. i19luo-14n/e Design Wind Pressure P p= h GC Equation 6-22 Wind Pressure U d 25.9 Wind Pressure Down pltdoi imY. 13.4 psf ALLOWABLY STANDOFF SPACINGS X-Qlrection Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Calltilever� _ Landscape _ Standoff Conff uiation Landscape Staggered Max Standoff Tnbuta_ry,Area____ Trib_�_�_ 1Tsf__ PV Assembly Dead Load W-pV 3.0"psf Net Wi—nci lJplift atLLStandofE_ _— =T actual_; -421 Ibs Uplift Capacity of Standoff T allow 546 Ibs Standoff,Demand,Ca ad �" 77DCR. 76.9,°/a =Y�-DiirsctUlo]n . X-Direction Max Allowable Standoff Spacing Po�ait 32" 65 _Max Allowable Carttlleyer Portrait,,,,,,, E4";� � NA=_-,_ Standoff Configuration Portrait Staggered Max_Standoff Trlbuta-ry Ar_'ea.— PV Assembly Dead Load _ _ VV PpVV 3.0 psf Net Wind Uplift at_Standoff_ �T actual ;351 Ibs" Uplift"Capadty of Standoff T-allow 548 1bs ttandoffDeman Ca ad' DGR 64.1% CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER. PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-0263643 00 ANTHONY PENCE Anthony Pence RESIDENCE Mike Stern �g�`a _ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MWNTING SYSTEM: SolarCity. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Comp V4 w Flashing—Insert 20 LIGHTHOUSE LN 7.8 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES BARNSTABLE, MA 02601 THE SALE AND USE OF THE RESPECTIVE (24) SolarCity Standard #SC325 24 St. Martin Drive.Building 2, Unit 11 PERMISSION EQUIPMENT. WITHOUT THE WRITTEN PAGE NAM SIONOFSOLARCITY INC. INVERTER: E Marlborough,MA 01752 T. (650)638-1028 F. (65D)638-1029 SHEET: REV. DATE: Delta # Solivia 6.6 TL UPLIFT CALCULATIONS PV 5 0 5/23/2017 (888)—SOL—CITY(765-2489) www.$darcitycom GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND N 8 GEC TO TWO N GROUND Panel Number:LC404OB1200 Inv 1: DC Ungrounded GEN #168572 O # O INV 1 —(1)Delta ## Solivia 6.6 TL EL• A -(24)SolarCity Standard #SC325 ELEC 1136 MR RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:1787748 Inver4r,6600W, 240V 208V, 97.5%/97.5%, Zigbee, PLC, RGM PV Module; 325W, 306.5 PTC, 40MM, Blk Frm, MC4, 600v, ZEP, 96-C Underground Service Entrance INV 2 Voc: 69.6 Vpmax: 57.6 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL MULTI-CONTACT E3 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 IND Branch Socket 5 B 1 (E) WIRING DC- CUTLER-HAMMER 6 A❑ DC- 200A/2P Disconnect 7 Delta r DC+ MP 1: lx6 Bolivia 6.6 TL nr, MP 2: 1x6 I (E) LOADS C EGC �~ L1 i4a� I------------ ----------- ----------- Z—--——————————————— i LZ DC+ I DC+ I N DC- I 4 G MP 2: 1x6 35A/2P __ _ _EGC/ DC+ r C+ ------------------------------------ --- MP 1: 1x6 q _ GEC N DC- G I - 1 I�9 1 GND __ EGC— ——————————— ——————————— —————————-—— —————————————————t J N I (1)Conduit Kit; 3/4" EMT c EGC/GEC - - - ^ - GEC TO 120/240V SINGLE PHASE UTILITY SERVICE I (. PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP PDI ( )MURRAY MP2 PV BACKFEED BREAKER ( )CUTLER—HAMMER DG222URB B (4)Delta Solivia A (2)MULTI—CONTACT B PV—AZB4 1 Breaker, 35A/P, 2 Spaces 1 Disconnect; 60A, 24OVac, Non—Fusible, NEMA 3R AC Smor RSS Rapid Shutdown, 60OV, 20A, NEMA 4X, MC4 Branch Socket;'MC4 U—Joint Connector, Female Female Male DC —(2)Gro qd Roo —(I)CUTLER— AMMER. DG10DN8 —(2)MULTI—CONTACT#PV—AZS4 Sr8 x 8, Copper Ground/Neutral d; 60-100A General Duty(DG) Branch Plug; MC4 U—Joint Connector; Male Male Female (1)MURRAY Y MP115 nd (1)AWG $6, Solid Bare Copper 'Breaker, 15A/1P, 1 Space (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION NO. 2, ADDITIONAL ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE � 1 AWG#8, THWN-2, Black (4)AWG 110, PV Wire, 600V, Black Voc* =457.84VDC Isc =12.06 ADC (4)AWG #10, PV Wire, 60OV, Black Voc* =457.84VDC Isc =6.03 ADC O Ist—(1)AWG#B. THWN-2, Red O (1)AWG#6, Solid Bare Copper EGC Vmp =345.6 VDC Imp=11.3 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =345.6 VDC Imp=5.65 ADC (1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=27.5 AAC (1 Conduit Kit; 3/4".PVC, Sch..BO. , , , , , • , , . . '. . . . . . ._ . . . . . . . . . . . . . . . .. . . . . (1 Conduit Kit; 3/4° PVC, Sch..80. _ . , . , . . . . . . . . . . . . . . . . . . . , , ,-0 AWG #8,.'RWN-2,.Green . . EGC/GEC-(1)Conduit.Kit;.3/4".PVC,.Sch. 80. . . . V)Cqn04It 2 AWG #10, PV Wire,60OV, Black Voc* =457.84VDC Isc =12.06 ADC )(4)AWG 06, PV Wire, 60OV, Black Voc* —457.84VDC Isc —6.03 ADC )AWG#6, Solid Bare Copper EGC Vmp =345.6 VDC Imp=11.3 ADC (1)AWG #6, Solid Bare Copper EGC Vmp =345.6 VDC Imp=5.65 ADC 1.4) Kit;.3/4 PVC, Sch..80. (1)Cond4it Kit 3/4'.PVC, Sch..BO. . . . . .. . . . . . . . . .. . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . (4)AWG J10, PV Wire, 60OV, Black Voc* =457.84VDC Isc =12.06 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =345.6 VDC Imp=11.3 ADC . . . . . . . . (1)Coit Kit;. 3/4".PVC, Sch..80. . . . . . • , , , , , , ,_ . . _ . _ ( ndu2)AWG #10, PV Wire, 60OV, Black Voc* =457.84VDC Isc =12.06 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =345.6 VDC Imp=11.3 ADC ' J B-0 2 6 3 6 4 3 00 CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: \\\t� CONTAINED SHALL NOT BE USED FOR THE ANTHONY PENCE Anthony Pence RESIDENCE Mike Stern �,;SolarCrty. BENEFIT OF ANYONE EXCEPT SOLARCITY INC.,. MOUNTING SYSTEM: o j NOR SHALL IT BE DISCLOSED IN WHOLE OR 1N ZS Comp V4 w Flashing—Insert 20 LIGHTHOUSE LN 7.8 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: BARNSTABLE MA 02601 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (24) SolarCity Standard #SC325 PAGE NAME SHE: REV: DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T. (650)638-1028 F. (650)638-1029 PERMISSION OF SOLARCITY INC. Delta # Solivia 6.6 TL THREE LINE DIAGRAM PV 6 0 5/23/2017 1 (888)-SOL—CITY(765-2469) www.solarcity.com x CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: - Address: 20 Lighthouse Ln UTILITY _ 4 SERVICE INVERTER AND DC DISCONNECT r--------------------- ----- 1 SOLAR PHOTOVOLTAIC ARRAYS) '1 L--------------------- - J ' PHOTOVOLTAIC BACK-FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V JB-0263643-00 r CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 3 6 4 3 00 PREMISE OWNER: DESCRIPTION: DESIGN: \\` CONTAINED SHALL NOT BE USED FOR THE ANTHONY PENCE ence RESIDENCE Mike Stern �.�•�., ■ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: Anthonyy ���.S0�1f Cat /NOR SHALL IT BE DISCLOSED IN WHOLE OR IN ZS Camp V4 wFlashing—Insert 20 LIGHTHOUSE LN -7.8 KW PV ARRAY h, ®. PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES BARNSTABLE, MA 02601 THE SALE AND USE OF THE RESPECTIVE (24) SolarCity Standard #SC325 2a st. Martin Drive,Building 2-Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE: Marlborough,MA D1752 PERMISSION OF SOLARCITY INC. INVERTER: T: (650)638-1028 F: (650),636 1029 Delta Solivia 6.6 TI_ SITE PLAN PLACARD PV 7 0 5/23/2017 (B88)-SOL-CITY(765-2a69) ..salaraity.aam e Label Location: Label Location: g t Label Location: (C)(CB) o UJ (AC)(POI) �"® ,; (DC)(INV) Per Code: Per Code: Per Code: NEC 690.31.G.3 °° o - ° ° •. ° NEC 690.17.E n ■• n ° e_ •o•-• NEC 690.35(F) _ Label Location: o -o ° - o 0 0 TO BE USED WHEN ® ® A ® (DC) (INV) o•n o '7: - n -e ° n • • INVERTER IS ® m Per Code: b' UNGROUNDED NEC 690.14.C.2 Label Location: Label Location: (INV) Na =o ► -` x (DC)(INV) . o -- • • -•- n Per Code: Per Code: '° CEC 690.56(C) ° - NEC 690.53 1 0'• Label Location: .; (POI) tm Per Code: NEC 690.64.B.7 e o s Label Location: AJ, �' o � (DC) (INV) Per Code: , . k • ;' -oe • p':'� NEC 690.5(C) -e o o • n o Label Location: (D) (POI) 0 o,r o Per Code: CAI n NEC 690.64.B.4 Label Location: �. (DC) (CB) o n Per Code: no' o eU NEC 690.17(4) Label Location: o•n n n � `. . ®. (POI) Per Code: NEC 690.64.B.4 fr N Label Location: (POI) Label Location: °• ° a . Per Code: (AC) (POI) e- a ° NEC 690.17.4; NEC 690.54 (AC):AC Disconnect Per Code: °' � (C): Conduit ® © (CB): Combiner Box NEC 690.14.C.2 :• n o•n n` 0 0- (D): Distribution Panel (DC): DC Disconnect n (IC): Interior Run Conduit 5 p Label Location: -o - o •- (INV): Inverter With Integrated DC Disconnect • (AC)(POI) _ (LC): Load Center •' Per Code: •' (M): Utility Meter NEC 690.54 (POI): Point of Interconnection CONFIDENTIAL— THE INFORMATION HEREIN CONTAINED MALL NOT BE USED FOR ��`- p OF 3055 Clearview Way THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED �• San Mateo,CA 94402 IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, Label Set T:(650)638-1028 F:(650)638-1029 EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE solattit (888)-SOL-CIfY(765-2489)www.solarcity.com SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 0 Model RSS-600 4-2 Connection Diagram: ------------------------- DELTA I RAPID SHUTDOWN BOX � GObPAr� I ON ROOF WITHIN 10'OF PV I , ; - . � k1, � C 'fir:: V � I ■� . ugk ." ....�.w.m k s`f Ceev C US I c ,,+. w. /h1 ly,�-T.�iy'• it r • __. ,q �. I _---_-•• _I __ i I I .. a I I rgM,r�.y„yt[ioWq RSS ate.. - L----------------------- Ac DCPV- AC -------•Dc ry- One conduit BREAKER GRID . AC for all wiring r 1 1 Technical Specifications sysIGNAL w Input Ratings I I r r IIIPIIr Aerzre a 7p n j N/A x • .a.15A Output Ratings • . 1nvTIAR • . 20A - 20A • . l0 AWG` 12-6 AWG • . i N/A';u. ,�r � 3/4":(two holes) PCCSignal� 5V Signal Wire N/A _ 600V WA N/A t 24-14 AWG Rapid Shutdown Device General Data • 7.87,x5.91x2.09(200x150x53), " 12.44x10.04x2.16(316x255x55) If 2.861bs(1.3kg) 6.61bs(3.okg) for Delta 3 ■o"'7 .6 T L Inverters pMG4 PV Connector orAmphenol H4 PV Connector MC4 PV Connector orAmphenol H4 PV Connector • 1MC-4 PV Connector orAmphenol H4,PV Connector Screw Terminal Blocks •.- . _ _ -40-158"F(-40=70'C)_ _ -40- Delta's Rapid Shutdown Devices provide an automatic disconnect of 60OVDC -40=185"F,(-40-85-C) -40-185"F(40-85°C) residential or small commericial PV array system,fully compliant with the Rapid MOM I o-1001Y. Shutdown requirements of NEC 2014 article 690.12.It is compatible with Delta's ••- 7 2000m above sea level. 2000m above sea level single-phase residential inverters. F 10Years 10Years KEY FEATURES Standard Compliance NEMA'4X NEMA4X •NEMA 4X Protection .•. UL'174:1,CSA'22.2 107 1 :fi k, UC 1741„CSA 22.2.107-1 •Compact and Lightweight NEC 2014 Article 690.12 NEC 2014 Article 690.12 •Rack Mount Installation la-duct specifications subject t.change without not— Delta Products Corporation,Inc. •Fast Connect with PV Connectors 46101 Fremont Blvd. •Compliant with NEC 2014 article 690.12 Fremont, CA 94538 •PLC Communication Sales Email: Inverter.Sales@delta-corp.com Model RSS-600 1-1 only) Support Email: Inverter.Support@delta-corp.com Sales Hotline: +1-877-440-5851 or +1-626-369-8021 -us Support Hotline: +1-877-442-4832 Support(Intl.): +1-626-369-8019 _ C U S` Monday to Friday from lam to 5pm PST(apart from Holidays) � %IEL �a www.delta-americas.com www.delta-americas.com/solarinverters Rev.0112017-All ink+rmatiun anA,pecificatiuns area sublanf to dranne vdthuuf naticc 5 Delta Solar Inverters Datasheet for SolarCity INPUT(DC) 1 [max.systemVo a 600 V Nominal Voltage [Operating o e Rena 85 660 V 7 } j Full owe..MPPT Ramie. -' � 200 560 V r M sa urrent ,=180A= - 20.0A I - 20.0Ape MPPtracks` yIMax,Short Circuit Current • 25 0 A per MPP trackerULable ��� _ 1_� .d e c P r 'L - 1��4.200 W-. - S00I:,w== 00� «..� SOIK ty [DC Disconnect KIMPP Trackerr , - Iriptall Input Strings Available �.- a 27 4 y .- SOICI\.Ily _4^- r t OUTPUT(AC) . ' r i o i =3600_W= 3BOO W —*3=5200 W= 6600 W_=r--600 W_Y 3000 w zoe v/" 330o W 6208 v i `s20o V-@ 208 v/�+ 's600 w @ 2oa v/ s600 W @ 208 V l " ax.Continuous Power 3000 W_o 240 V �3800 W(d 240 V 5200 W @ 240 V.....:�6600 W @ 240 V �7',7600 W 240 V _ Voltage R -e 183�22BV.(d 208 V/211+264 V(�24It rl14.4A(6208V/--1yyp�^^'�'156A-d�208V/ j['-�240A6268 V/ �317 Ab 206 V/^{ 317A(d268 V/ ' a J'� ominal Current �.-!1—, @ JIL.._._. (d1_ ,IL— *_. @ _.,..1F_ 1 12.SA@240V 158A 240V 216A 240 V._ 275A 240V 317A 240V„- Range d [Nominal ue c - -- _ s F � 570 830Hz- F N Consumption _ 1.5 W 0 1 a Ostortion Nominal Power I= net Povrer d" 1. r or e PlAcourtis Noise Emission <1 dbA Im GENERAL SPECIFICATION EtCEfficenpA 97 5 6/97.5 OVA_.'! '�..' —�.. Mooliag Temperaturea 15B F(25Y70 C)I e dra°ng above 722 F tonaue T e ture Rang 'Humidify 0-100% _ MECHANICAL DESIGN -- ese[Max,Operagpl;Attitude =2000m above sea level Ie WxDkrces x x min a,195z.158x85m(495x401 x218m) �� _ __ 268 758x 85n(680x 401x276 mm)��•���� 0 �43 Olbs 19.5 k � 65.0 Ibs 28.5 k') tea oR Natural Convection - JSpring terminals n connection box r -o 12lAWG 6 Copper(According to NEC 310 15)J IDC Connectors `2 pairs of sp g tertnmels G connecbon b o� '�4 pans of spring terminals in connection box Lompatible Wiring Gua a in DC L � �rAWG 12-AWG 6 Copper(Accord g t`NEC 690.8) [Communication Interface �3 LEDs 4-Line LCD Material L_. r�_ Diecest Aluminum STANDARDS/DIRECTIVES Solar Inverters NEMA 4X EC60068-2 71 Salt mist;— � —� a i UL 1741 Second Edition CSA C22 2 No 107.1 O1 it _ter royal UL 1998 ..._.._....�� _��.�_..+ Transformerless (TL); 3.8 kW, 5.2 kW, 6.6 kW, 7.6 kW NEC90 35 G Protection UL7741CRD'— IEEE 1547 IEEE 1W 1—�—'� '' rl part 15 Class B -�,: i _ --UL 1699B(Type 1),"NEC 69011 Wide de Operating Voltage Range:85-'550V C >� _# S UL 1741 CRD PVRSS,NEC 690.12(with SMART RSS) Wide Operating Temperature Range:-13-158°F(-25-70°C) nt ANslc,z,(meet,96Aaour4cy) Regulation of Grid Sixilipcid �f��`Calf me Rule 2, HIECO CompkanL IEEE7547 High CEC Efficiency:97.5% WARRANTY Integrated AFCI(Arc Fault Circuit Interruption) d War an �� � NEMA 4X plus Salt Mist Corrosion Protection Delta Products Corporation,Inc. 46101 Fremont BNd, Natural Convection Cooling Fremont CA 94538 Sales Emait nverter sales@deltaww oom Dual MPPT(5.2kW/6.6kW/7.6kVU) 4r 1 Support Email inverter support®del axw.wm ki Sales Hotline'+1-877-040-5851 or+1 b26-36"021 Compact and Lightweight , Support Hotline +1-877-042-4e32 Support(lntl)+1-626369-8019 A&ELTA .Monday to Friday from 7 am to 5 pm PST(apart from Holidays) LIL 1741/IEEE 1547/IEEE 1547.1 /CEC c{� Listed/LIL 1699B(Type 1)/NEC 690.11 C us '1- r � vL. i • powered by MECHANICAL SPECIFICATION - z Format 65.7 in x 39.4in x 1.57 in (including frame) ,,,: ^•*'^�^^-'o ° -• ri 1 (1670mm x 1000mm x 40mm) Weight 44.09lbs(20.Okg) -4 •„4✓�t � Front Cover 0.13 in(3.2 mm)thermally pre-stressed glass with anti-reflection technologyi�J k Back Cover! Composite film^ Frame Black anodized aluminum y _ °"may -•�� `°°°"°"' Cell 6 x 10 monocrystalline Q.ANTUM ULTRA solar cells _ ^• F k Junction box- 2.60 3.03in x 4 37-3.54in x 0.59-0 75in ens _ - »-•�-"� 1t (66-7_7 mm x 111-90mm x 15-19mm),Protection class IP67,with bypass diodes R.nu °"• Cable - 4mmz Solar cable;(+)47.24in(1200mm),(-)47.24in(1200mm) --� ,mzea I H Connector Multi-Contact MC4,IP68 '�,.r „„,,,I© Ian„''+•^^•' • , • ' � ELECTRICAL CHARACTERISTICS POWER CLASS _ - '295 300 __ 305 1 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC'(POWER TOLERANCE+5 W/-O W) Power at MPP' P„PP 11i 295 ^^~ --300 _ - - 305 Short Circuit Current' I,C [A] 9.70 9.77 9.84 E Open Circuit Voltage• Vey _ IV] 39.48 39.76 _y 40._05 rIEff utsrent at MPP*~_-�• I Pr [A] 917 9.26 ~9.35 oltage at Ill IV) 32.19 32.41 32.62 The new high-performance module QYEAK-G4.1/SC is the Ideal solution - l�len�y2 r, [�, z177 2,18.0 a18.3 for all applications thanks to Its Innovative cell technology Q.ANTUM j; MINIMUMPERFORMANCEATNORMALOPERATINGCONDITIONS,N-, _ _. __... ULTRA and a black Zep Compatible TM frame design for improved aesthetics, Power at Ni P i61 _ - zns 225.5 _18.. easy installation and increased safety. The world-record cell design was E Short Circuit Current* la [A] 782 7s8 7.94 ff developed to achieve the best performance under real conditions-even OpenCucultVoltage* V. [V] `3692 37.19 - � 37.46 Current at MPP I_ [A] 7.20 7.27 7.35 with low radiation intensity and on clear, Y hot summer days. __ __ _ _ � _ __ _ _ _ _ _ - ; Voltage at MPP* VM,P IV] 30.30 - - 30.49 � � 30.67 t '1000 W/m 25°C,spectrum AM 1.5G 'Measurement tolerances STC t3% NOC t5% 800 W/m' NOCT spectrum AM 1 5G *typical values,actual values may differ _ yam^ -.�-,...��.6.�..°+-�•.•,.,-..4.--•..-.� ... QCELLSPERFORMANCEWARRANTY .� „ry-�.-... a PERFORMANCE AT LOW IRRADIANCE LOW ELECTRICITY GENERATION COSTS °� At least 98%of nominal power during first year. T-----" [ W_9° '"°y1ry i°itli"'"""""°"°"" Thereafter max.0.6%degradation per year. I uo ss Higher yield per surface area and lower BOS costs thanks to At Ieast83.6%of nominal ewer u to to ears.P P Y � At least 83.6%of-nominal power up to 25 years. , za W higher power classes and an efficiency rate of up to 18.6 All data within measurement tolerances. - ' ' ' � ' Full warranties in accordance with the warranty INNOVATIVE ALL-WEATHER TECHNOLOGY o terms of the QCELLS sales organization of your s .ao cm ma am respective country. 2. I! Optimal yields,whatever the weather with excellent low-light ImumANCEIw/m=, I < and temperature behavior. Is P p u rEaas Typical module performance under low irradiance conditions in 4 comparison to STC conditions(25°C,1000W/m2). ENDURING HIGH PERFORMANCE TEMPERATURE COEFFICIENTS Long-term yield security with Anti-PID Technology', •P QCELLS mom Temperature Coefficient ofl,r _ a [k/K]�V +0.04 Temperature Coefficient ofVa [%/Kl -0.28o HOt-$pot-Protect and Traceable Quality Tra.OTM. TOP BRAND-PV Temperature Coefficient of P_ _ y [%/Kl - -0.39 Normal Operating Cell Temperature NOCT [°Fl 113 t 5.4(45 t3°C)I a A RELIABLE INVESTMENT Z016I'll t t DESIGN Inclusive 12-year product warranty and 25-year Maximum System Voltage Vsys IV] 1000(IEC)/1000(UL) Safety Class I I U o I linear performance guarantee2. Maximum Series Fuse Rating - [A DCl w _ _ 20 Fire Rating -_ C(IEC)/TYPE 1(U I --.� Design load,push(LILY [Ibs/ft'I 75(3600.Pa) Permitted module temperature �.. --40°F up to+185°F QGpMPgp��`� Phnfirn• on continuous duty - - - (Y40�C up to+85°C)� Pv Design Toad,pull(LILY _ [Ibs/ft°]^_ 455.6(2666 Pa) see installation manual ..QCELLS . Bost p lycry lalline eA 41 s lar module 3e14 , , , •, , 1' • 1 �ACf7MPP�`w Pao-as °s ((P per Pallet 26 UL 1703;CE-compliant; 1 Number of Modules _ _ IEC 61215(Ed.2);IEC 61730(Ed.l)application class A �-�.-- _ � - - --µ - Number of Pallets per 53'Container 32 h� oq� S A® Number of Pallets per 40'Container 26 APT test conditions:Cells at-1500V C F r against rounded,with conductive me- �I �I C us '�O� Pallet Dimensions(L x W x H 1 68.7 m x 45.3 in x 46.1 in - g g ,P, oslvn (1745mm x 1150mm x 1170mm) tal foil covered module surface,25°C, -^^--- o THE IDEAL SOLUTION FOR: 16sh Pallet Weigh 12541bs(569kg) 2 See data sheet on rear for further k. " NOTE:Installation instructions must be followed.See the installation and operating manual or contact our technical service department for further information on a ' Rooftop arrays on - of this product. p g P approved installation and use residential buildings information. t p - _ Hanwha 0 CELLS America Inc. f300 Spectrum Center Drive,Suite 1250,Irvine,CA 92618,USA I TEL+1 949 748 59 96 1 EMAIL inquiry®us.q-cells.com I WEB wwmq-cells.us Engineered in Germany Q CELLS a L GEND ` Rle ® = DRAINAGE CATCH BASIN D.E.P. SSE 34134 C. -0 = UTILITY POLE/GUY WIRE F . e1un ® = ELECTRIC METER - CONTOURS rk ►� CONSERVATION NOTES: x 'oo.o = SPOT GRADES _ SEWER MANHOLE 1 ) All Roof Leaders Shall Discharge Into Dry Wells. x - CHAIN LINK FENCE 2) The Work Limit Shall Be Delineated By A Line Of Staked a - WOOD FENCE Haybales Backed By Silt Fence. = TREE/WOODS LINE ��� = TREES � ,► > a 3) If Needed, The Excavator Or Foundation Contractor Shall Set Sheet Piling $�A is , SHRUB To Protect The Coastal Bank. IP FND = IRON PIS FOUND ,a 4) All Excess Excavated Material To Be Removed Off Site. RLB FND = RECORD LAND COURT BOUND FOUND 5) Any Revisions To This Plan Require Conservation Commission Approval. CB/DH FND = CONCRETE BOUND W/ * *»} DRILL HOLE FOUND i LOCUS MAP SCALE: 1■ = 2000' 21.3 N 0 WN 21.3 0 t•� LINE BEARING DISTANCE r, H I L1 S 02'59 20 E 3.64 W UNE BEARING DISTANCE N 210 L2 S 74'06 35 E 15.84 Z L1 S 02'59 20 E 3.64 UP 0944/1 L3 S 74'06 35 E 15.85 a 21.0 .� ; L2 S 74'06 35 E 15.84 LIGHTHOUSE '� L i L I U P #9 4 4/? L3 S 74*06 35 E 15.85 a PROJECT BENCHMARK: DATUM = NGVD IBM: -1 21.1 " LIGHTHOUSE - a j d TBM = CONCRETE BOUND FOUND A ELEV. 21.03' CB/DH O EL- 21.03 __77 - D PK NAIL FN ` cu,8 T 31,69; I CB/DH O EL- 21.03' • ' C�' PK NAIL FN ZONING DISTRICT: RB �� OF PAVEME► 7 _ •11 E. 0- p�� M�=N; ~ C� 21.03 _ OVERLAY DISTRICT AP (AQUIFER PROTECTION) - �� MINIMUM LOT AREA: 43,560 SQ. FT. 2095 _ _ �0. ®� MINIMUM FRONTAGE: 20' 0 9 20.7 I =:9 5 - - �� MINIMUM WIDTH: 100' x � I _ FRONT YARD = 20' SIDE YARD = 10' REAR YARD = 10' z UP 1 N I Z J o f� _ LOCUS PROPERTY IS SHOWN AS. CT Z 1 N p I x Y , ASSESSORS MAP 306 - PARCELS 188 do 207-1 X21.4 cD mI S v x 21.4 � - s I N � ON r41I 21.0 I �� 0 I � st CERTIFICATES OF TITLE: I o �• 2 : N < I L 1 U I o� PARCEL 207-1 - 147,712 15.0� o NlOODED �r,� dos PARCEL 188 - 123,092 WOODED �j �o� I O rt �. 20 Q , w ' UNREGISTERED WAY .��, 20 8 (A ` I 1N.0---I •�p. �` LAND COURT PLAN REFERENCES: II UNREGISTERED � LOT 12 2C g X 3+ -x N x PARCEL 188: v ' 1 5 PARCEL AREA 21 ` x 21.3 v LC PL 12102 G X LOT C - 12102 A w I I �I I a1,1 21.j PARCEL AREA LOTS 12 do 14 - 12102 G 21.3 N/F PEAK N/F PEAK o 2 L, 21,402+/- SQ. FT. (A PARCEL 207-1: x 0.49+/- ACRES I 21. 1 I I ` I 21,402+/- SQ. FT. LOT 24 - 12102 M 0.49+/- ACRES WOODEDx 21.6 � `0� wooDED x ' x 2116 � 2a9 COMMUNITY PANEL NUMBER 250001 0006 D I I 100 OFFSET FROM TOP OF 2;. ?1 �F p THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES: A$7AL BANK (TOWN DEFT 1.2 LOT 12 20.9 100 OFFSET FROM TOP OF 1'3 tr�� C, B, A13, & V16 C� NTION) ILC PL 12102 G 21,6 COp57AL BANK TOWN DEFINTI \ •y t c".,1 .. 20.9 I 15.o'�I I 21.8 Ip �D °N) \ M1 LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND WAY '15 I I I ` \ s�cAaE ` :1., IP FND SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE I I E \ 215 UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. B SEAL WOWED \ I l I \ DWEWNG CONNECTED TO CITY SEWER ACCOUNT 3469 _ � RL / OD RLB/SEAL _ �D LAWN 21.3 _ _ _ FND . LAWN LOT 13 THIS PLAN IS BASED ON AVAILABLE RECORD INFORMATION X LOT 13 21'4 -- 21.5 '1 , P 12102 G PLANS, AND AN ON THE GROUND FIELD SURVEY BY THIS FIRM 21,3 I ON 6/06/02. 2L1 P rr ILC PL 1210 G 21,1 • 21L-_ _- 22 2L5 5 PROPOSED x l ENTRY w..i. 22 _ N/F MONTGOMERY -- -- \ N/F MONTGOMERY �_- ----- ---� +) WOODED --- I 50, OFFSET FROM TOP xx . T• Op ' 22.6 GAS TANK I 50 OFFSET FROM TOP 2PROPERTY JOWNNRS:CE ET UX. Kay,Q��NOFA��q,, \ S` � P� BANK ( OIMV p I 23.t X 22J OF ,' I STEPHFN ? t 1 /NT/ < _2,7 z CONC. PAD WOOD FRAME. I �tpy aaw (TON1y per/ • Z ;�Xs. 23, x 22.7 1758 RFD jr AL m� QV) O WOOD STEPS �6WELING� LAWN '? c 31 N K. 22.7 I I N . '_ 7 22.3 , ) c 123.1 LONG GROVE IL 60047 -I F.F.E. 24.52 I \ o � N cn ; I PROP05ED 22.3 N � �' (A O I 2 22.6 v I DV FLUNG I � Gc� r ca O LAWN \.HOUSE CONC. v ' WOODED N �-,\\`�/ STEPS cD v' `�'1" � 00 "� I , � 22,6 N O I ��\\���/� I 22.3 w N ' rJ00DED N s .5 J� cJD \SS/ONAL tic'G/ V -- 23.5 2 t, �\ \ /x 22.2 I - x 22,2 /,•' 3 1 I 224 0 22.3 ( x 23.5 PATH WAY24.5x I SECOND FLOOR - 22. --- m X 23.5 ' PATH WAY �� s x c 2,c^ a ,�� ,� �22 1 20 Lighthouse Lane X22A 2 WOOD POR \�X / 24.2 24.5 I P,,OR�I 22,122 -_.- m. 23.8 , STK �ET ��.... 22.1 Hyannis, Massachusetts 2318 1+ SIX �ET •_x \ \'RLB/SEAt,4. o x121,5- P�FND I - X 21,9_ `- ��a'� � p_ P,�FND PREPARED FOR I FlJD _ - f 1�, w- xI21,5 . 20 8 q TOP OF COASTAL BANK I 4 Anthony J. Pence, Et UX x �''a.ri `=3 19.5 - 1.4 c1 = STATE do TOWN DEFINITION \. D 20,8 TOP OF COASTAL BANK ■ ■ 21 TOWN / x TOWN 6 23 •1 1 .5 �,`�1.4 STATE do TOWN DEFINITION F' DEF. x ""�►.. w - f� �0.6 23.3 \ _-- 18.2 1 `_ 19.2 )C--___ \X 21.4 --- �0�,P 88 - - - STATE 21 _--' -9- x 17.318� 20 \ x ?7.4 \ 2 21��_ 20,4 O X �6 -- ---- ---- _ �_ x_ - 1 0 _ - '. T -�Efr'X�� - `�9 8 x 19.2 X--X-----� 18,0� 2p 21.4 i x 23,3 -- 14 -X 1 _o---- x 16.9 - _�9.4 --t--- BRUSH SLOPE` 18 L8 7� --------- _ A� ~cl L ' �� ----17.3 ' �_21,8E ■ I - - 12 - - - -- --- -- --- _ 16 _1 __ I -__-1Q _k. ----- _x 16.9 X�19.4=i" _ - _-- - BRUSH SLOPE- 8 _ _ - Wetlands Permit Plan I ' :� lO- -� - --------- --------------r---- --- _ ,4 N 100 YEAR FLOOD UNE 1-- ----- ---- ---- - _ ,I s X 8 - 12 - _ (EL 12.0� I 8.0� 8- ------ ------ _ ---- -- -- ,4 _-- c� 100 YEAR FLOOD UNE House Reconstruction ---- x 7.0 - - --- - -X 7.0 - j---- -}6,9 - - X 8 5 10 cn �! x�_- -- -_ - _. -J- - - 12 -== O (EL 120� I10 7,0 _ tD � i, --- ti q 8 -x N LOT 15 i x 6,, ., - x 8 LOT 23 r 7 � ILCI - -- BAXTER, NYE & HOLMGREN, INC. --------- --_- I -�.. to PL 12102 G I LOT 23 ------- N w m --------- s r __�,., w Y Registered Professional LC PL 12102 M LOT 24 \��� �D O I LC PL 12102 M IILC PLL�112 02 G W N/F MONTGOMERY I �' P 12102 M LOT 24 LOT 14 4 r*� ILC PL 12102 IG Engineers and Land Surveyors ? CA N/F PEAK -4 I11-C PL 12102 M I ILC PL 12102 G t x 6,6 4 I It N/F PEAK - 4 - N/F MONTGOMERY 812 Main Street, 0sterville, Massachusetts 02655 t - 6,0 O _----- 1 ��� v 4.s x i x 4.5 --- ---- - tt x 6.6 r 6 0 one - (5 8)428-9131 Fax - (508) 428-3750 I -------- -- 4,5 - VEGETATED I 1 , DUNE 'I VEGETATED �--� tt VEGETATED ,� x 5.3 DUNE X I tt DUNE 'I VEGETATED 20 0 20 40 3,3 '. II � � '� � DUNE x 3.3 SCALE IN FEET h° 4.25 J30.08' 3.43 I'° C \v' / , 63.17 _ n 2� 30.08 SCALE. =20 DATE. 04/09/03 - - 10.4. - t _ - 3 63.17 6 0° N 88'50'40" W N 88'50'40" W 93.25' TO - - - 10•06 6 00 N 88'50'40" W N 8 5 '40" W 93.25' TD - - 2.59 2,59 REV. DATE: REMARKS TOWN OF BARNSTABLE TOWN OF BARNSTABLE -1- 6 25 03 Rev. as per C.C. KEYS MEMORIAL BEACH KEYS MEMORIAL BEACH -2- 7128103 Rev. House Footprint Cmi -3- 11&L23�L031 Rev. House Foot rint -4- 131081041 Move Garage DRAWING NUMBER EXISTING CONDITIONS PROPOSED SITE PLAN 0: 2002 02-052 surve worksht 02-052ww N4 2002-n5g