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HomeMy WebLinkAbout0098 KETTLEHOLE ROAD SMEA®R No. 53LOR UPC 12543 smead.com Made in USA mmumiNmpwDwm s. SFI CMS°`PROM RE°�EMM CERTIFIED e SOURCING WININ-WROGRAHLORG TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma / 9 Parcel 0� p, 3 zQ�! ;�F/ - ?i n�, application # d Health Division Date Issued I "1 lJti Conservation Division t^- :�T Application Fee Planning Dept. Permit Fee 3 Date Definitive Plan Approved by Planning Board Historic - OKH S _ Preservation/ Hyannis Project Street Address 9� �i'effkli0/e �G(. Village &Aebl AR/'176f41olt Owner Ch9rd HQ94re12 Address Telephone 77e- o25Y-co O f Permit Request 5 S�Q/' elec -?ic �l m rooT 4( -e AduSP be Ie2kr' home e4�cbrica/ Sysh-fn /o. 6 441 510 Square feet: 1 st floor: existing proposed _ 2nd floor: existing proposed Total new Zoning District RF Flood Plain Groundwater Overlay Project Valuation$ OOb Construction Type Lot Size Grandfathered: ❑�psr) Q No If yes, attach supporting documentation. Dwelling Type: Single Family U1 Two Family ❑ Multi-Family (# units) Age of Existing Structure a ill� Historic House: 0"Yes ❑ No On Old King's Highway: L'f Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑ Walkout ❑ Other Basement Finished Area(sq.ft.) -- Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing - new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑,Q6S0°"O Oil ❑ Electric ❑ Other Central Air: ❑Yes ,d Nor 'Fir(5fplaces: Existing New Existing wood/coal stove: LkY 0 No Detached garage: ❑256-stingT115 n6w size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ nevV ftsize_ w Attached garage: istinO ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use 1V5(d&?Ad Proposed Use Flo Chaez APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name _ells - .sol�,� ��L., ��i� Telephone Number Address J4a 4 6 ee azz �,�,� „ Wra4l0 License # C2.T Z,02"S m.��-o.�2 �l� 0.��✓1� Home Improvement Contractor# /W8c17.Z Email Worker's Compensation #&A7,441 R�sOa74� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO .Sour C.e e�'FiGC �/ tl710/'D,6G 1-14 SIGNATURE DATE /0 6 FOR OFFICIAL USE ONLY APPLICATION# DATE-ISSUED - MAP-/PARCEL NO. ADDRESS VILLAGE OWNER . 4 ✓ DATE OF INSPECTION: FOUNDATION FRAME = INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL= PLUMBING: ROUGH FINAL-, GAS: ROUGH FINAL y ' FINAL BUILDING DATE-,CLOSED OUT AS£,OCIATION,I LAN NO. ' r ' The Commonwealth of Massachusetts Department of Industrial Accidents Offke of Investigations 1 Congress Street,Suite 100 Boston,MA 02114-2017 www massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Orgmization/Individual): SolarCity Corporation Address:3055 Clearview Way City/State/Zip:San Mateo, CA 94402 Phone#:888-765-2489 Are you an employer?Check the appropriate box: Type of project(required): 1.Q I am a employer with 7000 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me-in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp.insurance comp. insurance.= required.] 5. ❑ We arc a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LE]Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required]t c. 152,§1(4),and we have no Solar Panels employees. [No workers' 13.®Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. I t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-cont wors and state whether or not those entities have t employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name:Liberty Mutual Insurance Company Policy#or Self-ins.Lic. #:WA7-66D-066265-024 Expiration Date:09/01/2015 + Job Site Address: l 4f k*X ok I& City/State/Zip:A gr,17 S-,k/o(t, I"4, adbw I Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the Information provided above is true and correct. Sierlature ����-- ✓lam^ 4/1�M,«k-X Date: 1OZ31 A o/y Phone#: 7818167489 Official use only. Do not write in this area,to be completed by city or town official. LlCity 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#: �`� CERTIFICATE OF LIABILITY INSURANCE °00/2014°"""' oensrlo,4 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed If SUBROGATION IS WAIVED,subject to the terms and conditions of the polity,certain policies may require an endorsement A statement on Ods certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CT PRODUCERMARSH RISK&INSURANCE SERVICES NAME: 345 CALIFORNIA STREET,SUITE 13M PNONE wt FAX No): CALIFORNIA LICENSE NO.0437153 E-MAIL SAN FRANCISCO,CA 94104 ADDRESS. AFFORDING COVERAGE ... NAIL 0 . 99&101-MD-GAWUE-14-15 INSURER A:Lbedy Mubd Fire Murano--Company 16596 INSURED INSURER B:Lb O IIINI00 COlpordfiM 42404 Ph(660)9635100 Solaraaty Comomfiat INSURER C:N/A N/A 3055 aiaaivimu Way INSURER D: San Mateo,CA 94402 INSURER E INSURER F. COVERAGES CERTIFICATE NUMBER: SEA40244O269A2 REVISION NUMBER:4 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLANS. DISR TYPE OF INSURANCE ADDL SUERPOLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS A GENERAL LIABILITY T62-061.066265-014 09/01/2014 09101Pd)15 EACH OCCURRENCE $ 1,W0,0W DAMAGE TO RM X COMMERCIAL GENERAL LIABILITY PREORSES ommenoe t 100,000 CLAIMS-MADE M OCCUR MED EXP(Any am person) $ 10,000 PERSONAL&ADV INJURY $ 1.00D'000 GENERAL AGGREGATE S 2.00D,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG S 2.o.offl X POLICY X PRO- LOC Dedxft $ 25,000 A AUTOMOBILE LIABILITY AS2-661-066265-044 0910fM4 090UI()15 CIEaOMBINED SINGLE UNIT S _ 1 000 000 ANYAUTO t30DILY INJURY(Per peraw) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) S AUTOS AUTOS XNON-OWNED PROPERTY ROS 1AMAGE S X HIREDAUTOS N AUTOS X Mys.Darr W COMP/COLL DED: $ $1'"/E1,000 UMBRELLA LILB OCCUR EACH OCCURRENCE $ ESS EXC LIAB HCLAIMS-LIADE AGGREGATE $ DED I RETENTIONS S B WORKERS COUPeISATION WA7 D-066265-024 09101 4 OOt 5 X I WC STATu OTI� AND EMPLOYERS'L1A ILnY — B ANY PROPRIETORIPARR/ER/DECUfIVE YIN WC7-661-066265jI34(WI) O9/01f1O14 ( D1/2t)15 EL EACH ACCIDENT S 1'�'� B OFFICER/MEMBER EXCLUDED? MIA❑ 6C DEDUCTIBLE:MOW1,000,000 (Myyandatory In NH) i EL DISEASE-EA EMPLOYEES If OPSCRIPTIONOFOPERATIONSbobw I EL DISEASE-POLICY LIMIT S 1'000'000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Addilonal Remarks Sdwdul%B mom space is R4uire) ENdenoe of Irwttrance. CERTIFICATE HOLDER CANCELLATION ' SolarClty Corporation SHOULD ANY OF THE ABOVE DESCMED POLICIES BE CANCELLED BEFORE 3055 Clemiew Way THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN San Maloo,CA 94402 ACCORDANCE WITH THE POUCY PROVISIONS. I AUTHOROID REPRESENTATIVE of Marsh Risk&lrminmee Servkes Charles Marmolejo C �� ©19W2010 ACORD CORPORATION. All rights reserved. ACORD 2S(2010105) The ACORD name and logo are registered marks of ACORD Version#34.3 ' SolarCit 3055 Clearview Way,San Mateo, CA 94402tH OF (888)-SOL-CITY (765-2489) 1 www.solarcity.com y1 O� Y00 JIN September 9, 2014 K VI Project/Job#026271 N0.4 RE: CERTIFICATION LETTER Project: Hagberg Residence AL 98 Kettle Hole Rd Barnstable, MA 02668 Digitally s' n oo Jin Kim To Whom It May Concern, Date: 2014.09.09 14:49:38 -07'00' A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: -Applicable Codes = MA Res. Code,8th Edition,ASCE 7-05,and 2005 NDS -Risk Category=II -Wind Speed = 110 mph, Exposure Category C -Ground Snow Load = 30 psf -MP2: Roof DL= 7 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) -MP4 HI&MP5: Roof DL= 8.5 psf, Roof LL/SL= 21 psf(Non-PV Areas),Roof LL/SL= 21 psf(PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss =0.18259.< 0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the structural roof framing has been reviewed'for loading from the PV assembly on the roof.The structural review only applies to the section(s)of the roof that directly supports the PV system and its supporting elements.After this review it was determined that the existing structure is adequate to carry the PV system loading. I certify that the structural roof framing and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed requirements of the MA Res.Code,8th Edition. Please contact me with any questions or concerns regarding this project. Sincerely, Yoo]in Kim, P.E. Civil Engineer Main: 888.765.2489,x5743 email: ykim@solarcity.com 3055 Clearview Way San Mateo,CA 94402 T(650)638-1028 (888)SOL-CITY F(650)638-1029 solarcity.com AZ R--Zf;?4 D771.EA(C',I PS Gd i4r.fA?Pt7fl,01;W,70014tO.6C trik,71Itr14&3,W CT"770.MR H:L;7CWUP,VS MK!�"e�-�Ari,NJ 11W{F?r1CfT1Q0. GA C'—H IR049,3,rA©77343,TX TUIR d7e; O,VIAGCA:SOLAW;*919f.'0?i113 AI;lgh3o c;oreo� 09.09.2014 �c`!r �� TM Version#34.3 ®o,;SolarCity SleekMount PV System . Structural Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Hagberg,Residence _ AHI Barnstable Job Number: 026271 Building Code: MA Res. Code,8th Edition Customer_Name: Ha_gberg,Clifford f Baseded On: IRC 2009./_IBC 2009 Address: 98 Kettle Hole Rd ASCE Code: ASCE 7-05 City/State: Barnstable, MA _Risk Category_ II Zip Code 02668 Upgrades Req'd? No Latitude/Longitude: 4�'1.711922 -70.395096 Stamp Req'd? SC Office: South Shore Y PV Designer: J.P. Curry Calculations: Humphrey Kariuki P.E. EOR: Yoo]in Kim P.E. Certification Letter 1 Project Information, Table Of Contents, &Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss=0.18259 < 0.4g and Seismic Design Category(SDQ = B < D 1 2-MILE VICINITY MAP Mill P1 5q,01 IMSe, MassGIS. Commonwealth of Makssachusetts EOE"A"' USDA Farm Servic,e��kgency 98 Kettle Hole Rd, Barnstable, MA 02668 ' Latitude:41.711922,Longitude: -70.395096,Exposure Category:C i LOAD ITEMIZATION - MP2 PV System Load PV Module Weight(psf)_ 2.5 psf Hardware Assembly Weight s 0.5 sf PV System Weight(PsO 3.0 Psf Roof Dead Load Material Load Roof Category Description MP2 Roofing Type Comp Roof ( 1_Layers) 2,Spsf Re-Roof to 1 Layer of Comp? No Underlayment, Roofing Paper 0.5 psf Plywood Sheathing Yes 1:5 psf Board Sheathing- None Rafter Size and Spacing 2 x 4 @ 24 in.O.C. 0.7 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.3 sf Total Roof Dead Load 7 psf MP2 7.0 Psf Reduced Roof Live Load Non-PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope 6/12 Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction RZ 0.9 Section 4.9 Reduced Roof Live Load Lr R'R Equation 4-2 Reduced Roof Live Load Lr 18 psf MP2 18.0 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load py 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes Effective Roof Slope 280 _ Horiz. Distance,from Eve to R_idge� W 16.7 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially Exposed Table 7-2 1.0 Snow Thermal Factor All structures except l 0 s indicated otherwise Table 7-3 Minimum Flat Roof Snow Load(w//" Pf-min 21.0 psf 7.3.4&7.10 Rain-on-Snow.Surcharge) Flat Roof Snow Load Pf pf= 0.7(Ce) (Ct) (I)pg; pf>_ pf-min Eq: 7.3-1 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding CS-roof All Other Surfaces Figure 7-2 Roof 1.0 Design Roof Snow Load Over Pr-. = (Cs-.00f)Pf ASCE Eq: 7.4-1 SurroundingRoof PS-.00f 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_PV Unobstructed Slippery Surfaces Figure 7-2 1.0 Design Snow Load Over PV PS_PV= (CS-PV)Pf ASCE Eq:7.4-1 Modules PS°" 21.0 Psf 70% J CALCULATION_OF DESIGN WIND_LOADS - MP2 Mounting Plane Information Roofing Material Comp Roof PV System Type - SolarCity SleekMount'm Spanning Vents No Standoff Attachment Hardware Comp Mount T e C Roof Slope 280 Rafter Spacing 24"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing X-X.Purlins-Only_ NA Tile Reveal Tile Roofs Only NA Tile Attachment System - Tile Roly _ NA StandingSeam Spacing ` ofs On SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind.Design Method Partially/Fully Enclosed Method Basic Wind Speed V 110 mph Fig. 6-1 Exposure.Category Cz _Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt� 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 24.9 psf Wind Pressure Ext. Pressure Coefficient U G -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure P p =qh(GC) Equation 6-22 Wind Pressure U „ -23.7 psf Wind Pressure Down. 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable-Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary_Area Trib 19 sf PV Assembly Dead Load W-PV• 3 psf Net_Wind Uplift at Standoff T-actual -430 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 86.1% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable_Cantilever ___ Portrait 17" NA Standoff Configuration Portrait Staggered Max Standoff Tributary-Area Trib 22•sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff Tactual_ _ -478 Ibs Uplift Capacity of Standoff T-allow 500 lbs Standoff Demand/Capacity DCR 95.6% �r Simpson Strong-Tie Truss: MP2 JobName: JB-026271 Component Solutio.TM Date: 4/18/2014 7:31:21 AM Truss Page: 1 of 1 Version:4.36[Build 16] Span Pitch Qty OHL OHR CANT L CANT R PLYS Spacing WGT/PLY 25-6-0 9/12 1 0-9-0 0-9-0 0-M 0-0-0 1 24in 125lbs 27-0-0 i0 -0( -6-o i I .3-o9 6 i 6-6-0 10-s-o 6.6-0 12-9-0 19-0-0 25-6.0 4x6 1 3 12 12 Sr— __I9 1 x41 1x4/ 2 4 o� b 0% 0 e 3x4• 3x4- 11 7 5 9 10 8 7 6 0-0-0 3x4- 3x4- 3x4- 0-0.0 8-6-0 8-6-0 8-6-0 8-6-0 l 17-0-0 l 25-6-0 Loading General CSI Summary Deflection L✓ (loc) Allowed Load (psi) Bldg Code: IBC 2009/ TC: 0.44(1-2) Wrt 7L: 0.17 in L/999 (5-6) L/180 Roof Snow(Ps): 21 psf TPI I-2007 BC: 0.40(8-1) Wo LL: 0in L/999 5 L/240 TCDL: Weikel Rep Mbr h¢rc:se: Yes Web: 0.21(2-8) Hoa.7L: 0.04 in 5 BCIL: 0 D.O.L.: 115% Creep Factor,Ka=1.5 BCDL: 6 Plane Offsets Qnl:YY,Ang): (1:2-3,2-12,0.) (2:00,4b,67.) (3:0.0,4-8,90.) (4:00,4b,67.) (5:2-3,2-12,0J (6:0.0,3.8,0.) (7:0-0,I-12,0.) W00,3.8,0.) Reaction Summary JT Type Brg Corabo Brg Wilih Material Rqd Brg Width Max React Max Gav Uplift Mar MWFRS Uplift Max C&C Uplift Max Uplift Max Hod. I Pin(Wall) 1 3.5 in Sprum-PinoFir 1.77 in 1,126 lbs - - - - - 5 H Roll(NWI) 1 3.5 in Spruce—Pit—Fir 1.77 in 1,126 lbs - - - - - Material Summary Bracing Summary TC SP H2 2 x 4 TC Boring: Shcalhcd or Pudins at 4-70,Path.design by Others. BC SP 02 2 x 4 BC Bering Sheathed or Pudins an I000,Pudin design by Others. Wdas SP Smd 2 x 4 Loads Summary I)This truss has been designed forthe efforts ofabalameed design snow load(Ps-21 psi)for hips/gnblcs in acoordance with ASCE7.05 except as noted,with the following user defined input:21 psf ground snow load(Pg). NOTE:All flat/sloped mof factors Mare been ignored and the ground snow load has been used for the mof snow•load(Ps=PA DOL= 1.15. 2)This truss has not been designed forthe effects ofunbalanced snow loads. 3)In addition to the snow loading specified on this drawing this truss has also been designed fora,mof list load(fCLL)of 0 psf. 4)Minimamstorag atdc loading in aocordanx with®C•Cble 1607.1 has not been applied 5)In acamrdance with®C 7.ibte 1607.1.triennium BCLVs do not apply. Load Case Dl:Sid Dead Load Distributed loads , Menbcr Location I Location 2 Direction Spread Stan hied End load Tdb Wdth Top Chd 000 26-30 Down Rabe 3 psf 3 psf 24 in Member Forces Summary Tilde indicates:Menbcr D,nmc CSI,nuet axial force,(nos cenpr fora ift iff a it fmmrm<axial fora) 12 0.437 I12 0.437 •1.491 Ns I34 OA 18 -1,321 bs I5-10 0.046 1 432 bs BC 5-6 0.403 1,100 Ibs 16.8 0.314 730lbs 8-1 0.403 I,100 Ibs Nibs 12.8 0.206 -399 His 3-8 0.186 532lbs 13.6 0.186 532Ibs 4.6 0.206 -3991bs Notes: 1)When this truss has been chosen for quality assurance inspection,the Plate Phaeermnt Method per7P1 1-2002/A3.2 shall be used. Cq=1.17. 2)Bearing nutedal shown in the abosc table has only limn chcclxd for resistance perpcndialarto gain,and does not indicate adequacy ofrmtcdal forolhcrdesiga consideations. •N(JI'ICE•Acupy of thisdcdgn ahvll be fumidxd no the crcctim cmtmnm. 'f Ac design of wile indvidml uva is bold m dcdgv cdurio and rcgrimmcnty applied bythe Tma Mmufuclurtr and rclin upm the axcumcy and cumplctmcaaf r6e Simpson Strong-Tie Company in!mire at f h Iry the Buildng Rdgmr. A xvl m tM1iv dressing indcar<a acceptmce Mpmfesamm.g i.edvg rcspmdblliry .ti fro ehe ws campmmt dcdgn 1,the The diti mlitf CS ux it iug Cmpm m fro vny pvni fi building dcdxn is the PI mdb.%C of m Building❑edgner.perAds9 d it p am C fo)i 2.•lie, •Tmaxv require proper hmming.ertctim,rtaminn and bmcing.Refer ro the lelea edtim of BC9(Building(:ompment Sifcty Infmmetim jninnly podu<ed by TPl and 93Cn)fro pryer indvllatim mmM1ods and imponmt ofery'infmnatim rtlnning to thu emirc ememnim pvmen In the absence of specific iaaallatim and tcmµ,mry rtamimMacing;,ecifiemimabymhen the ianvllvtim 6vcluding in9a11<lim tdcmmea)and temporary resmivtAmcivp of nc�trvs2a shall be in accordance xilh RC9-BI end 13C9-B2.Trvixa vl.v require permanent rt9mindbmcing of chmV.end<cnvin web members(where indicated).Tld,draain8 rely ivdcatea n6e Iecvtima fw Ivteml rtamivt.The method of ivdsidml Uva member m9mimMvciug atoll be ea specified bylhe Building Wdgner per AN.9(fPl L Chapter 2:if specific erva permmem bmcing design is vm pecified by ashen ahiv dull ite nccvr Cifi,cd by SlrrPJ ivdusry 13. /re9minn and diagmal bmcing dclaila in necmdm<e wieA BC9-B3 m I1C9-B7 m opplicabl<.•IMPCRTAM'•Thie dedgn vmma the erva is mvnufvcmrcd in acmvdnncc with rhis drawing and the quality<dtedv specified in ANSI?PI I CM1oper 3. NI cmnecror plates dull 4 mmufncaurcd by Simpm 9mng•Tie Company.Inc in aecmdaneo with B9t•2762.NI cmneclm calmca art 20 FP ge,mlev the gecificd plate dzc is Cdlowcd bye -Ig"which ivdcmnm IBgage plate. LOAD ITEMIZATION - MP4 LO PV System Load PV Module Weight(psf) - 2.5 psf Hardware AssemblyWeight s 0.5 psf PV System Weight s 3.0 Psf Roof Dead Load Material Load Roof Category Description MP4 LO Roofing Type Comp Roof ( 1 Layers) 2.5 psf Re-Roof to I Layer of Comp? No Underlayment_ Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing. None Rafter Size and Spacing 2 x 10 @ 16 in. O.C. 2.9 psf Vaulted_Ceiling Yes 4.7_psf Miscellaneous Miscellaneous Items 1 1.4 psf Total Roof Dead Load 13.5 psf MP4 LO 13.5 Psf Reduced Roof Live Load Non-PV Areas Value ASCE 7-05 Roof Live Load La 20.0 psf Table 4-1 Member Tributary_Area AL < 200 sf Roof Slope 6/12 Tributary_Area Reduction Rl 1 Section_4.9 Sloped Roof Reduction Rz 0.9 Section 4.9 Reduced Roof Live Load Lr = R) R) Equation 4-2 Reduced Roof Live Load Lr 18 psf MP4 LO 18.0 Psf Reduced Ground/Roof Live/Snow'Loads Code Ground Snow Load py 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? Yes 1 Effective Roof Slope 280 �. Horiz. Distance from Eve.to.Ridge W 16.7 ft Snow Importance Factor IS 1.0 Table 1.5-2 Partially Exposed Snow Exposure Factor Ce 1.0 Table 7-2 Snow Thermal Factor CT All structures except l s0 indicated otherwise Table 7-3 Minimum Flat Roof Snow Load (w/ Pf-min 21.0 psf 7.3.4&7.10 Rain-on-Snow Surcharge)_______` Flat Roof Snow Load Pf pf= 0.7(Ce)(Ct)(I) pg; pf>_ pf-min Eq: 7.3-1 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding C, Mof All Other Surfaces Figure 7-2 Roof 1.0 Design Roof Snow Load Over Ps-roof= (CS_.,,f)Pf ASCE Eq: 7.4-1 Surroundin Roof PS-roof 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS_P„ Unobstructed Slii0ppery Surfaces Figure 7-2 1. Design Snow Load Over PV PS_ „= (CS-PV)Pf ASCE Eq: 7.4-1 Modules PS-PV 21.0 psf 70% i CALCULATION_OF DESIGN_WIND_LOADS_MP4 LO Mounting Plane Information Roofing Material Comp Roof PV System Type SolarCity_SleekMountT`" Spanning Vents No Standoff Attachment Hardware Como Mount Type C Roof Slope 280 Rafter_S_pacing _16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile_Roofs Only NA IStanding Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method Partially/Fully_Enclosed Method Basic Wind Speed V 110 mph Fig.6-1 Exposure Category _ _C _ - _Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6:2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor _ Kn, 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 24.9 psf Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC ) Equation 6-22 Wind Pressure U -23.7 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Sp acing= Landscape 64" 39" Max Allowable.Cantilever _Landscape • 24"_ _ NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib _ 17 sf PV Assembly Dead Load W-PV 3 psf NetNet Wincl Uplift at Standoff T-actual -383_lbs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 76.5% X-Direction Y-Direction Max Allowable Standoff Spacing_ Portrait 48" 65" Max Allowable.Cantilever� Portrait 17" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area -Trib 22 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff T-actual -478 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 95.6% I 1 COMPANY PROJECT Wood Wo r ks® 3055 C l Corporation 3055 Clearview Way SO"WAREFOA WOOD DESIGN San Mateo, CA 94402 Sep. 9, 2014 17:22 MP4 LO.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 13 .50 (16.0) * psf PV DL Dead Full Area No 3.00 (16.0) * psf SL Snow Full Area Yes 21.00 (16.0) * psf *Tributary Width. (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 0' 0'4" 17'-2" Unfactored: Dead 208 191 Snow 251 230 Factored: Total 459' 421 Bearing: F'theta 456 456 Capacity Joist 598 421 Supports 586 721 Anal/Des Joist 0.77 1.00 Support 0.78 0.58 Load comb #2 #4 Length 0.50* 0.62 Min req'd 0.39** 0.62 Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 625 625 *Minimum bearing length setting used: 1/2"for interior supports **Minimum bearing length governed by the required width of the supporting member. MP4 LO Lumber-soft, S-P-F, No.1/No.2, 2x10 (1-1/2"x9-1/4") Supports: All-Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0"c/c; Total length: 18'4.6'; Pitch: 4/12; Lateral support: top=full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WARNING: Member length exceeds typical stock length of 18.0[ft] I i WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP4 LO.wwb WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 39 Fv' = 155 fv/Fv' = 0.25 Bending(+) fb = 963 Fb' = 1273 fb/Fb' = 0.76 Bending(-) fb = 8 Fb' = 444 fb/Fb' = 0.02 Deflection: Interior Live 0.37 = L/567 1.15 = L/180 0.32 Total 0.67 = L/310 1.73 = ' L/120 0.39 Cantil. Live -0.05 = L/177 0.11 = L/90 0.51 Total -'0.10 = L/97 0.16 = L/60 0.62 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.100 1.00 1.15 1.00 1.00 - 2 Fb' - 875 1.15 1.00 1.00 0.349 1.100 1.00 1.15 1.00 1.00 - 2 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 399, V design = 363 lbs Bending(+) : LC #2 = D+S, M = 1717 lbs-ft Bending(-) : LC #2 = D+S, M = 14 lbs ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 139e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. i LOAD ITEMIZATION - MP4 HI & MPS PV System Load PV Module Weight(psf)_ 2.5 psf Hardware Assembly Weight s 0.5 psf PV System Weight s 3.0 Psf Roof Dead Load Material Load Roof Category Description MP4 HI&MP5 Roofing Type Comp Roof ( 1 Layers) 2.5 psf Re-Roof to 1 Layer of Comp? No Unde'rlayment� Roofing Paper 0.5 psf Plywood Sheathing Yes 1.5 psf Board Sheathing None Rafter Size and Spacing 2 x 10 @ 16 in.O.C. 2.9 psf Vaulted Ceiling No Miscellaneous Miscellaneous Items 1.1 psf Total Roof Dead Load 8.5 psf MP4 HI&MPS) 8.5 Psf Reduced Roof Live Load Non-PV Areas Value ASCE 7-05 Roof Live Load La 20.0 psf Table 4-1 Member Tributary_Area At < 200 sf Roof Slope 6/12 Tributary Area Reduction RL 1 Section 4.9 Sloped Roof Reduction RZ 0.9 Section 4.9 Reduced Roof Live Load Lr = R R' Equation 4-2 Reduced Roof Live Load Lr 18 psf MP4 HI Wimps) 18.0 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load pg 30.0 psf ASCE Table 7-1 Snow_Load Reductions Allowed? Yes Effective Roof Slope 280 Horiz._Distance.from.Eye to Ridge— W 16.7 ft Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partialll 0 posed Table 7-2 Snow Thermal Factor Ct All structures except l s0 indicated otherwise Table 7-3 . Minimum Flat Roof Snow Load(w/ Pf-min 21.0 psf 7.3.4&7.10 Rain-on-Snow Surcharge) Flat Roof Snow Load Pf pf= 0.7(Ce) (Ct)(I) pg; pf>_ pf-min Eq: 7.3-1 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding All Other Surfaces Roof Cs fOOf 1.0 Figure 7-2 Design Roof Snow Load Over Ps-roof= (Cs-roof)Pf ASCE Eq:7.4-1 ,SurroundingRoof Ps-roof 21.0 psf 70% ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS-PV Unobstructed Slii0ppery Surfaces Figure 7-2 1. Design Snow Load Over PV PS-PV= (CS-PV)Pf ASCE Eq: 7.4-1 Modules PS-PV 21.0 Psf 70% [ALCULATION OF DESIGN WIND-LOADS - MP4 HI & MP5 Mounting Plane Information Roofing Material Comp Roof PV System__Type S_ola_r_City_SleekMo_u_ntTM Spanning Vents No Standoff Attachment Hardware Comp Mount T e.0 Roof Slope 280 Rafter-Spacing 16"O.C. Framing Type Direction Y-Y Rafters Purlin Spacing _X-X Purlins Only NA Tile Reveal Tile Roofs Only NA Tile Attachment System Tile.Roofs Only NA Standin Seam S acin SMSeamOnly NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method__ ___ Partially/Fully Enclosed Method Basic Wind Speed V 110 m_oh Fig. 6-1 Exposure Category _ C Section 6.5.6.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B ` Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Ka 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Krt)(Kd)(V^2)(I) Equation 6-15 24.9 psf Wind Pressure Ext. Pressure Coefficient U G -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC ) Equation 6-22 Wind Pressure U -23.7 psf Wind Pressure Down 21.8 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing= Landscape 64" 39" Max Allowable-Cantilever _Landscape_ 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary,Area Trib 17 sf PV Assembly Dead Load W-PV 3 psf Net Wind.Uplift at-Standoff T_actual� -383 Ibs Uplift Capacity of Standoff T-allow 500 Ibs Standoff Demand/Capacity DCR 76.5% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 17" _NA Standoff Configuration Portrait Staggered Max_Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W-PV 3 psf Net Wind Uplift at Standoff 3-actual -478 Ibs Uplift Capacity of Standoff T-allow= 500 Ibs Standoff Demand/Capacity DCR 95.6% COMPANY PROJECT WoodWorks' C l Corporation 3055 3055 Clearview Way SOFMARFFORWOODOFSIGN San Mateo, CA 94402 Sep. 9, 2014 17:23 MP4 HI & MP5.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End DL Dead Full Area No 8.50 (16.0) * psf PV DL Dead Full Area No 3.00 • (16.0) * psf SL Snow Full Area Yes 21.00 (16.0) * psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 11'-11.5" 0' 0'-9" 11'-11, Unfactored- Dead 96 83 Snow 166 145 Factored: Total 262 228 Bearing: F'theta 456 456 Capacity Joist 598 342 Supports 586 586 Anal/Des Joist 0.44 0.67 Support 0.45 0.39 Load comb #2 #4 Length 0.50* 0.50* Min req'd 0.50* 0.50* Cb 1.75 1.00 Cb min 1.75 1.00 Cb support 1.25 1.25 Fcp sup 625 625 *Minimum bearing length setting used: 1/2"for end supports and 1/2"for interior supports MP4 HI & MP5 Lumber-soft, S-P-F, No.1/No.2, 2x10 (1-1/2"x9-1/4") Supports:All-Timber-soft Beam, D.Fir-L No.2 Roof joist spaced at 16.0"c/c; Total length: 11'-11.5"; Pitch: 4/12; Lateral support: top=full, bottom=at supports; Repetitive factor: applied where permitted (refer to online help); WOodWorkS® Sizer SOFTWARE FOR WOOD DESIGN MP4 HI & MP5.wwb WoodWorks®Sizer 10.1 Page 2 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012 : Criterion Analysis Value Design Value Analysis/Design Shear fv = 20 Fv' = 155 fv/Fv' = 0.13 Bending(+) fb = 327 Fb' = 1273 fb/Fb' = 0.26 Bending(-) fb = 7 Fb' = 655 fb/Fb' = 0.01 Deflection: Interior Live 0.06 = <L/999 0.73 = L/180 0.08 Total 0.09 = <L/999 1.09 = L/120 .0.08 Cantil. Live -0.01 = L/716 0.11 = L/90 0.13 Total -0.02 = L/456 0.16 = L/60 0.13 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 875 1.15 1.00 1.00 1.000 1.100 1.00 1.15 1.00 1.00 - 2 Fb' - 875 1.15 1.00 1.00 0.514 1.100 1.00 1.15 1.00 1.00 - 2 Fcp' 425 1.00 1.00 - - - - 1..00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00. - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 218, V design = 186 lbs Bending(+) : LC #2 = D+S, M = 583 lbs-ft Bending(-) : LC #2 = D+S, M = 12 lbs-ft Deflection: LC #4 = (live) LC #4 (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, =no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 139e06 lb-in2 "Live" deflection = Deflection from all non-dead loads (live, wind, snow...) Total Deflection = 1.00 (Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. I DocuSign Envelope ID:2BE7688F-F604-4D05-BB79-A6B48B4609CA I solarCity 3055 Clearview Way, San Mateo, CA 94402 SolarLease T (888) SOL-CITY F (650) 560-6460 SOLARC SUMMARY Date: 4/3/2014 Homeowner Name and Address Co-Owner Name (If Installation Location Contractor License Clifford Hagberg Any) 98 Kettle Hole Rd MA MA HIC 168572/MA 98 Kettle Hole Rd Barnstable, MA Lic. MR-1136 Barnstable, MA 02668 02668 Estimated Solar Energy Production First Year Annual Production: 16, 020 kWh Initial Term Total Production: 305, 619 kWh Payment Terms Amount Due at Contract Signing: $0 Amount Due when Installation Begins: $0.00 Amount Due following Bldg. Inspection: $0.00 Estimated Price per kWh First Year: $0.1708 Annual Increase: 0.0 % First Year Monthly SolarCity Bill: $228.03 Lease Term 20 Years SolarCity's Promises to You: • SolarCity will insure, maintain, and repair the System (including the � Your Prepayment and Transfer Choices During the Term: inverter) at no additional cost to you as specified in the agreement. If you move, you may transfer this • SolarCity will provide 24/7 web-enabled agreement to the purchaser of your Home, monitoring at no additional.cost to you, as specified in the agreement. • If you move, you may prepay the as specified in the agreement. • SolarCity will provide a money-back remaining payments (if any) at a production guarantee, as specified in discount. the agreement. • SolarCity will warranty your roof Your Choices at the End of the Initial against leaks and restore your roof at Term: the end of the agreement as specified N • SolarCity will remove the System at no in the agreement. additional cost to you. • You can upgrade to a new System with the latest solar technology under a new contract. I • You may renew your agreement for up to ten (10) years in two (2) five (5) year increments. • Otherwise, the agreement will automatically renew for an additional one (1) year term at 10% less than the SolarLease version 6.1.1, March 20th, 2014 SAPC/SEFA Compliant Document Generated on 4/3/2014 i DocuSign Envelope ID:2BE7688F-F604-4D05-BB79-A6B48B4609CA 22. PUBLICITY I have read this Lease and the Exhibits in their entirety and I acknowledge that I SolarCity will not publicly use or have received a complete copy of this display any images of the System unless Lease. you initial the space below. If you initial the space below, you give SolarCity permission to take pictures of Owner's Name: Clifford Hagberg the System as installed on your Home to show to other customers or display on DocuSienedby: our website. —�(1�8V� Signature! C945F94E0634412... Homeowner's Initials }} Date: .4/3/2014 23. NOTICE OF RIGHT TO CANCEL YOU MAY CANCEL THIS LEASE AT ANY TIME Co-Owner's Name (if any) : PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE YOU SIGN THIS LEASE. Signature: SEE EXHIBIT 1,_THE ATTACHED NOTICE OF CANCELLATION FORM, FOR AN EXPLANATION OF Date: THIS RIGHT. 24. ADDITIONAL RIGHTS TO CANCEL IN ADDITION TO ANY RIGHTS YOU MAY HAVE ,,,� TO CANCEL THIS LEASE UNDER SECTIONS 6 ;;SolarCity. AND 23, YOU MAY ALSO CANCEL THIS LEASE SolarLease AT NO COST AT ANY TIME PRIOR TO 5 P.M. OF THE 14t' CALENDAR DAY AFTER YOU SIGN DowSlgned by: THIS LEASE. Signature: Date: 4/9/2014 c r I SolarLease version 6.1.1; March 20th, 2014 SAPC/SEFA Compliant Office of Consumer Affairs-and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLARCITY CORPORATION Expiration: 3/8/2015 CRAIG ELLS - --- "—�-- 24 ST. MARTIN STREET BLD 2 UNIT 11 -- - -- ------ MARLBOROUGH, MA 01752 _- --- — - �- Update Address and return card.Mark reason for change. scA i C, 2oM-05'i i Address ❑ Renewal n Employment CI Lost Card '�Ot6ce of Consumer Affairs&Business Regulation License or registration valid for individul use only YOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: f ti Office of Consumer Affairs and Business Regulation x Registration: 16g572 Typc 10 Park Plaza-Suite 5170 Expiration: 3/8/2015 Supplement :ard Boston,MA 02116 SOLARCITY CORPORATION CRAIG ELLS i 24 ST MARTIN STREET BLD 2UNI WLBOROUGH,MA 01752 Undersecretary Not v lid without signature j Massachusetts -Department of Pjboc Safet; { Board of Building Regulations and Standards t nn�tru�tt� n bitfi.•r�ia, r 1 �'cense CS407663 CRAIG ELLS 206 BAKER STREET Keene NH 03431 Z"'sl is'm101 or 08/29/2017 — ff_ O ice of Consumer Affairs and Business Regulation 10 Park Plaza - Suite.5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card. Expiration: 3/8/2015 SOLAR CITY CORPORATION WAYNE EUBANK — 24 ST. MARTIN STREET BLD 2 UNIT'!1 MARLBOROUGH, MA 01752 Update Address and return card.Mark reason for change. SCA 1 0 20M-05ri i C Address Renewal ❑ Employment ❑ Lost Card i E�Jxr.' f nirrnrr,rrrcrn�/�c�i �Iri.;Snr.�rtir//,: ffice of Consumer Affairs&Business Regulation License or reg e ex ME IMPROVEMENT CONTRACTOR p istration valid for individul use only before the iration date. if found return to: N Office of Consumer Affairs and Business Regulation egistration: tgg572 Type: 10 Park Plaza-Suite 5170 RIExpiration:: 3/8/2015 Supplement Card Boston,MA 02116 SOLAR CITY CORPORATION WAYNE EUBANK 24 ST MARTIN STREET BLD 2UN1 ��•�--,6��_ ���!_ `L/�^ � I�IIiZALBOROUGH,MA 01752 Undersecretary N valid without signature I , 2014 OCT 24 ar111:59 BARNSTABi_E TOWN CLERK Barnstable Old Kings Highway Historic District Committee 200 Main Street,Hyannis,MA 02601,TEL: 508-862-4787 Fax 508-862-4784 APPLICATION, CERTIFICATE OF APPROPRIATENESS Application is hereby made,with four(4)complete sets,for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470,Acts and Resolves of Massachusetts, 1973,for proposed work as described below and on plans,drawings,or photographs accompanying this application for: Check all categories that apply; 1. Building construction: ❑ New ❑ Addition ® Alteration 2. Type of Building: ® House ❑ Garage/barn ❑ Shed ❑ Commercial ❑ Other 3. Exterior Painting,roof ❑ new roof ❑ color/material change, of trim,siding, window,door 4. S.�: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 5. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Retaining wall ❑ Tennis court ❑ Other 6. Pool ❑ Swimming ❑ Other man-made pool Solar panels ❑ Other Type or Print Legibly: Date NOTE AB apptications must be signed by the current owner Owner(print): ellireresl kw!4&M Telephone#: �°1 •sl°✓�S-Od�'O Address of Proposed Work: APAle. let Alp-ee Village Alk-oz Map Lot# el�9/O 33 Mailing Address(if different) SAM' Owner's Signature Sle AAAe! _d.4ufLi Description of Proposed Work: Give particulars of work to be done: JAim ia- 501AR ut_YLrd rJ d ANA0EL S eN ROOF of iYl S Tj t46&eg& - ;&,e.1m7rgagtu N LCT"*AW E2f'e:2R1G4 L SSr_,=A£ . /1395'/4-w F 9K,or94IS 63 f xss'lee) AgGTit or Conuactor(print)' 566 AR<14 �P�*r��•��9� Telephone#: 2ZI-�1?'1��� Address: /60 dbWanat1k P.4olk Lri1 e. Vo?o? D,��,,dr�s,E� �� 0� Contractor/Agent'signature: _w�� 2_.-. Alit-A 14)L& 'f? For committee use only. This Certificate is her APPROVED/DENIED Date Members signatu RECEIVED cFp 15 2014 d16M GROWTH MANA.GEMENT(91KI4., aj J/�. 9�,�l �1Q ( to1-ktq AQRRQVED OCT 0 8 2014 1 Q:\Boardc and Commissions\Old Kings Highway\OKH Applieatlons\0K1/DRAFT 2011 Cert Appropriateness DRAFT.dor Town of Barnstable Old King's Highway Committee y CERTIFICATE OF APPROPRIATENESS SPEC SHEET Please submit 5 copies Foundation Type: (Max. IT'exposed)(material-brick/cement,other) Siding Type: Clapboard= shingle= other " Material: red cedar white cedar — other — Color. Chimney Material: Color. Roof Material: (make&.style) Color: 17rajU Roof Pitch(s): (7/12 minimum) AZA (specify on plans for new buildings, major additions) Window and door trim material: wood other material, specify Size of cornerboards size of casings(1 X 4 min.) color Rakes Ist member '— 2::d member Depth of overhang Window: (make/model) material color (Provide window schedule on plan for new buildings, nuijor additions) Window grills(please check all that apply_: true divided lights — exterior glued grills= grills between glass=removable interior= None Door style and make: material Color: Garage Door,Style Size of opening Material Colo ED Shutter Type/Style/Material: Color. OCT 0 8 2014 Gutter Type/Material: Color: Town of Barnstable Deck material: wood other material,specify Color. did ri�mmitteeway Skylight,typ w1 n1"aCiava el/: ^"to1la.t Color: Size: Sign size: — Type/Materials: Color: "-- RECEIVED Fence Type(max 6' )Style r' material: Color: . SP 15 2014 Retaining wall: Material: '--' Lighting,freestanding on building illuminawhighi T NAGEMENT OTHER INFORMATION• THE ATTACHED CHECK LIST MUST BE COMPLETED AND SUBMITTED Please provide samples of paint colors,manufacturers brochure of windows,doors,garage door,fences,lamp posts etc Signed: (plan preparer) Print Name /V/t q MILLER 2 Q:lBoards and ComuussionAOtd Kmgs HighwayWK11 ApptieadionA0KH DRAFT 2011 Cert Appropriateness DRAFT doe Town of Barnstable Geographic Information System September 15, 2014 110119 110023 110024 110031 133068 133040 110007 #2g 110022 #120 #140 #109 110032 133071 #91 #52 #0 110021 0 104 #97 133075 133074 94 60 133069 #10 `#2V ,yG #81 11001^0 6 �YDy #15 FAA #41 Fe 110013 %110014 1#29 7. �' #139 #165 133073 1#71 0 13309 '110016 0, #� #82 #8 0 4 109060 110012 110015 #187 #196 I r133072 132042 110025014 A #99 � ® #57 #0 109005010 #0 109088 m 109038 #66, #60 #180 o o 132041 109006009 0 �O 109037 132008 I #104� 109087 �� 109040 ##164 #255 109005008 #42 �� J'#57 109059 #116 132 #28 p #161 ° 109036 ® Vp #148 109006007 109086 109041 W,#.16 #26 #41 109035 o "F� #132 , 109058 1 0#90086 109042 9145 109034 #21 y 114 10905 109084 #131 109025 0 4#650 109043 109033 0100 109014004 #7 I #98 109056 #113 09044 109024 1#007 V1#620 11 109026 #82 #60 109014003 109083 109055 ® # fir W#675 29 #97 109032 109046 19#82 a 109046 O 109023 ° C #686 10905441 �#66 109076 1#61 8 12 109047 #81 109027 109031 #71 Q #106. .ram �#572 31 #66 109053 132036001 08 Q I #57 109081 #65 W #595 0 109048 W 10#9�0077 #558 109030 109028 h 9022 Q Im 109075 4 109080 #52 #49 #50 ; 109078 #531i o ° #74 132036002 109029 #251 109074 da 109064 109049 #15 109021 t #91 109079 #651 #542 #34 f #68 109051 1 ! 109073q 109065 �F� #510 #75®' #27 ^�,J� 109020 i 132004 109063 af`) 109019 _ J#20 132047 0 #241 1 090 ^ 1 Q90Z2_ 109066 #531 ®#16 132001 #279 9071 #32 109067 109062 #0 #41 #16 #515 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:109 Parcel:033 Selected Parcel F pj boundary determination or regulatory Interpretation. Enlargements beyond a scale of Owner:HAGBERG,CLIFFORD Total Assessed Value:$506300 1'=100'may not meet established map accuracy standards. The parcel lines on this map .•::';i;;:;S w E tf are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner: Acreage:1.77 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:98 KETTLEHOLE ROAD a %r such as building locations. Bufferi. I i ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE CONC CONCRETE HAZARDS PER ART. 690.17. DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE EGC EQUIPMENT GROUNDING CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. EMT ELECTRICAL METALLIC TUBING 3. A NATIONALLY—RECOGNIZED TESTING GALV GALVANIZED LABORATORY SHALL LIST ALL EQUIPMENT IN GEC GROUNDING ELECTRODE CONDUCTOR COMPLIANCE WITH ART. 110.3. APPROVED GND GROUND 4. CIRCUITS OVER 250V TO GROUND SHALL HDG HOT DIPPED GALVANIZED COMPLY WITH ART. 250.97, 250.92(8) 1 CURRENT 5. DC CONDUCTORS EITHER DO NOT ENTER OCT 0 8 2014 Imp CURRENT AT MAX POWER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR Isc SHORT CIRCUIT CURRENT ENCLOSURES TO THE FIRST ACCESSIBLE DC Town of Barnstable Old King's Highway kVA KILOVOLT AMPERE DISCONNECTING MEANS PER ART. 690.31(E). Committee kW KILOWATT 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN LBW LOAD BEARING WALL RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY MIN MINIMUM UL LISTING. (N) NEW 7. MODULE FRAMES SHALL BE GROUNDED AT THE NEUT NEUTRAL UL—LISTED LOCATION PROVIDED BY THE NTS NOT TO SCALE MANUFACTURER USING UL LISTED GROUNDING OC ON CENTER HARDWARE. PL PROPERTY LINE 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE P01 POINT OF INTERCONNECTION BONDED WITH EQUIPMENT GROUND CONDUCTORS AND PV PHOTOVOLTAIC GROUNDED AT THE MAIN ELECTRIC PANEL. SCH SCHEDULE 9. THE DC GROUNDING ELECTRODE CONDUCTOR SS STAINLESS STEEL SHALL BE SIZED ACCORDING TO ART. 250.166(B) & :. STC STANDARD TESTING CONDITIONS 690.47. TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT VICINITY MAP INDEX W WATT 3R NEMA 3R, RAINTIGHT - - PV1 COVER SHEET PV2 PROPERTY PLAN PV3 SITE PLAN PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES PVS ELEVATION VIEWS REN • PV6 PHOTOSHOP RENDERING GEN #168572 1. THIS SYSTEM IS GRID—INTERTIED VIA A 1�. PV7 SATELLITE RENDERING I N W UL—LISTED POWER—CONDITIONING INVERTER. ` ELEC 1136 MR ^-:,.,,�,���„ PV8 THREE LINE DIAGRAM 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. Cutsheets Attached 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. 4. ALL WORK TO BE DONE TO THE 8TH EDITION ' MODULE GROUNDING METHOD: ZEP SOLAR OF THE MA STATE BUILDING CODE. 5. ALL ELECTRICAL WORK SHALL COMPLY WITH REV BY DATE COMMENTS AHJ: Barnstable THE 2014 NATIONAL ELECTRIC CODE INCLUDING REV A ]CURR 10/10/201 REMOVED 3 MODULES FROM MPS MASSACHUSETTS AMENDMENTS. x x x x UTILITY: NSTAR Electric (Cambridge Electric Light) x x x • � x x x x CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 2 71 O O PREMISE OWNER' DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: HAGBERG, CLIFFO D HAGBERG RESIDENCE J.P. Curry -- SolarCity.NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 98 KETTLE HOLE RD �'"PART To OTHERS OUTSIDE THE RECIPIENTS 10.6 KW PV ARRAY �1 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02668 THE SALE AND USE OF THE RESPECTIVE (40) SUNIVA # OPT265-60-4-1BO 24 SL Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER PAGE NAME: SHEET: REV: DATE Marlborough.MA 01752 PERMISSION OF SOLARCITY INC. . COVER SHEET T. (650)638-1028 F. (650)638-1029 Multiple Inverters 7742550050 PV 1 0 10/10/2014 (888rSOL—CITY(765-2489) www.solarcity.com 48'-4 I 1 I ` 91'-6" I I APPROVE® 14 k4 1 243—9" OCT 0 8 2014 1 Twn of 115—8" I I Ol Barnstable d K ng' Highway 1 I Committee El I I /a� ,'mom 100'— v.om a nw„ 0ES FFMm 73'-10" I t r r I 52'-7" � Ir r 29'-1" 1 II PROPERTY PLAN w N __ - - Scale.l — 20 0 0 20' 40' E 224'-7" s CONFIDEN11AL— THE INFORMATION HEREIN JOB NUMBER: JB-026271 00 PREMISE OWNER: DESCRIPTION: DESIGN: HAGBERG, CLIFFORD HAGBERG RESIDENCE J.P. Curr �0 CONTAINED SHALL NOT BE USED FOR THE \_���� BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 98 KETTLE HOLE RD 10.6 KW PV ARRAY ySolarCity. PART OTHERS OUTSIDE RECIPIENTS MODULES. BARNSTABLE MA 02668 ORGANIZIZ ATION, EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE (40) SUNIVA # OPT265-60-4-1B0 24 St.Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET: REV. DATE Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. Multiple Inverters 7742550050 PV 2 Q 10 10 2014 T. SOLO)638-1028 F. SOLO)638-1029 PROPERTY PLAN / / (888)—SOL—CITY(765-2489) www.solercity.com PITCH: 36 ARRAY PITCH:36 MP1 AZIMUTH:254 ARRAY AZIMUTH: 254 MATERIAL.Comp Shingle STORY: 2 Stories PITCH: 36 ARRAY PITCH:36 MP2 AZIMUTH:74 ARRAY AZIMUTH:74 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 33 ARRAY PITCH:33 MP3 AZIMUTH:254 ARRAY AZIMUTH:254 MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 22 ARRAY PITCH:22 MP4 AZIMUTH:74 ARRAY AZIMUTH:74 MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 20 ARRAY PITCH:20 MP5 AZIMUTH: 164 ARRAY AZIMUTH: 164 MATERIAL: Comp Shingle STORY: 2 Stories ' N e� 3 r yr LEGEND i'kin '��J APPROVED i 0 (E) UTILITY METER & WARNING LABEL -� OCT 0 8 2014 INVERTER W/ INTEGRATED DC DISCO AC Inv & WARNING LABELS Front Of House 0 ® Town of Barnstable Old King's Highway DC p Committee DC DISCONNECT & WARNING LABELS 3 Ar 9 W AC DISCONNECT & WARNING LABELS DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS $ MPS Lc LOAD CENTER & WARNING LABELS E CK O DEDICATED PV SYSTEM METER ( DRIVEWAY p STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR GATE/FENCE p HEAT PRODUCING VENTS ARE RED INTERIOR EQUIPMENT IS DASHED L_J SITE PLAN N Scale:1/16" = 1' W 01, 16' 32' £ S CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE J B-0 2 6 2 71 0 O HAGBERG, CLIFFORD HAGBERG RESIDENCE J.P. Curry SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �.„c NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 98 KETTLE HOLE RD 10.6 KW PV ARRAY �,� m PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02668 THE SALE AND USE OF THE RESPECTIVE (40) SUNIVA # OPT265-60-4-1B0 24 St.Martin Drive,Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET. REV' DATE. T: (650)Marlborough. rl oroug F: (6A1752 638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters 7742550050 SITE PLAN PV 3 0 10/10/2014 (seB)-SOL-CITY(765-2489) www.sclarcity.com T.O. CHIMNEY T.O. RIDGE 4 BETWEEN T.O. ARRAY ROOF DECK AND ARRAY - 9/12 ROOF PITCH 5/12 ROOF PITCH 31'-11" " 27,-11" 27'-1 5/12 ROOF PITCH T.O. GRADE APPROVE® OCT 0 8 2014 ELEVATION VIEW. BACK Town'of Barnstable SCALE: 1/4" = 1' Old King's Highway Committee CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: , l R � PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE. `—O�"j��� �� HAGBERG, CLIFFORD HAGBERG RESIDENCE J.P. Curry BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 1 O.6 K W P V ARRAY NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 98 KETTLE HOLE RD SolarCity. PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02668 THE SALE AND USE OF THE RESPECTIVE (40) SUNIVA # OPT265-60-4-1B0 1 24 St. Martin Drive, Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER PAGE NAME: SHEET: REV: DATE Marlborough,MA 01752 PERMISSION OF SOLARCITY INC. Multiple Inverters 7742550050 PV 5 a 10 10 2014 T: (650)638-1028 F: (650)638-1029 ELEVATION VIEWS / / c888)—SQL-CITY 765-2489) www.Salaraiy.cam APPROVE® OCT 0 S 2014 Town of Barnstable Old King's Highway Committee P w rf �� .7S r T S£ .'.»' "... ..� a4 .. y � " •-.._. �. an .k. y n,'-....r--..-.w""'^r.-( - ..�a }, '{ •'.ar..+w�e..a-»L bv. :i-' w � •MW'w�1•:'- ^r+ S"»T_• 1.'� v+.�,�' L r+ � �'\ 11,. rl+i ♦ 1.t. r .A... ,.-��__.. ^wti �+. � P •ram �.���.xc... ..�. � .k �'•� __ �,_ •'"� wY Jy. _ _ _ y •»5:' m -.R .�-.._. ar.��...+�.»t _� � `_.� Y '•,Cf•F ft1.1' �e� f '.k'"+�, 1� i. :�a :;':. M '.�,.i^ ... ,_.:.. - ...,.. i i'•'4K^ a nti��-ter6, ' . Y . ice.-...ti...��. r naa'anual 'RA's,10'a1a.t } ; ^ �.•+� � .w.aai rs)e r�,w���"n�M Yt1:¢Op Irr 97 r {�y AW ..y i .,.r......, MW �yJM1 70 IMP 111 f sl�FT•�y��,;.•��+� ��yr ya�`^t` �,'',��i"�sc?"��_�!;�_...�.....�, - �..... - .......—:-�.-. _- _ - � _ erg^" ..�_ CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE J B-0 2 6 2 71 0 O ���� HAGBERG, CLIFFORD HAGBERG RESIDENCE J.P. Curry e SO1ar Gtv BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: o,,,; �1 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 98 KETTLE HOLE RD 10.6 KW PV ARRAY ��� m PART TO OTHERS OUTSIDE THE RECIPIENTS MODULE BARNSTABLE MA 02668 ORGANIZATION, EXCEPT IN CONNECTION WITH r THE SALE AND USE OF THE RESPECTIVE (40) SUNIVA # OPT265-60-4-1B0 24 St Martin Drive, Building 2 Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: MEET: REV DATE T. (650)638-1028 A F: (650)638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters 7742550050 PHOTOSHOP RENDERING PV 6 a 10/10/2014 (888)—SOL—CITY(765-2489) www.solarcity.com APPROVED OCT 0 8 2014 Town of Barnstable Old Kin g's Highway Committee PREMISE ONNER: DESCRIPTION: DESIGN: CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: J B—O 2 6 2 71 0 0 ■ CONTAINED SHALL NOT BE USED FOR TIE HAGBERG, CLIFFORD HAGBERG RESIDENCE J.P. Curry �i,\COIar.�I�" BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: -'•"Z J r NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 98 KETTLE HOLE RD 10.6 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: BARNSTABLE MA 02668 ORGANIZATION, EXCEPT IN CONNECTION WITH ' 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (40) SUNIVA # OPT265-60-4-180 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME: SHEET: REV: DATE: T: (650)6Marlborough, 028 (6 MA1752 )638-1029 PERMISSION OF SOLARCITY INC. Multiple Inverters 7742550050 SATELLITE RENDERING PV 7 a 10/10/2014 (888)-SOL-CITY(765-2489) www.solarcity.cam OPTIMUS SERIES: OPT 60 CELL MODULES OPTIMUS SERIES:OPT 60 CELL MODULES -21 High-quality and high-efficiency .. v,• ' Suniva PV yields sensible solar v n.c a.m+,.,«of sch.rn.,<ty sea.+ete• _ i MONOCRYSTALLINE SOLAR / .• a.v A voe.a.M OPTXXX•60-4-1 BO(Zap Compatible frame) The Optimus®mo8ulesoonsist of Suniva's . ELECTRICAL latest technology:ARTisun®Select.These.superior a cared 5 w nd n merat,�.�I Cftha AL DATA(NOMINAL) monocrystalline cells are designed and manufactured Power Classification Pmax(W) 255 260 265 In the U.S.A.using our proprietary low-cost processing Module Efficiency % 15.71 16.02 16.33 techniques.Engineered with our pioneering Ion Implantation technology,high power-density Model Number OPT 255-60-4-180-8 260-604-180-8 265.6D-4-1BD-8 Optimus modules provide excellent value, Voltage at Max.Power Point Vmp(V) 30.20 30.50 30.70 performance and reliability. " Current at Max.Power Point Imp(A) 8.45 8.52 8.64 conmo.uon.: Open Circuit Voltage Voc(V) 38.1 38.3 38.3 cO_0FSE(- �'.7PVElPIOi Short Circuit Current Isc(A) 8.96 9.01 9.12 The elsofrical data op*to standard test conditions(STC):Irradiance of 1000 MW wdh AM 1.5 speclm at 25'C. tam td DIMENSIONS AND WEIGHT Cells/Module 60(6x10) _ Module Dimensions 1652 x 982 mm(65.04 x 38.66 in.) i Module Thickness(Depth) 40 mm(1.57 In.) Approximate Weight 18.5+/-0.25 kg.(40.8+/-0.5 lb.) Engineering Excellence •Featuresuality&ReliabilityCHARACTERISTIC DATA Built exclusively with Suniva's Contains the latest ARTIsun Select Suniva Oplimus modules are Type of Solar Cell High-efficiency Suniva°ARTisun°Select mono crystalline cells of 156 x 156 tam 6 in. highest-efficiency ARTisun Select cell technology-over 19% manufactured and warranted to our Frame Black anodized aluminum alloy;Zep Compatible frame cells,providing one of the highest Silver frame and black frame with specifications assuring consistent high power outputs per square meter at black back sheet available performance and quality worldwide. Glass Tempered(low-iron);anti-reflective coaling an affordable manufacturing cost Zep Compatible frame Rigorous quality management Junction Box NEMA IP67 rated;3 internal bypass diodes Suniva's stale-of-the art Marine grade aluminum frame with Performance longevity with Cable 8 Connectors 12 AWG(4 mm2)cable with Amphenol H4 connectors;cable length approx.1200 in— manufacturing facility features ^®0 /�"'- j� the most advanced equipment hard anodized coating advanced polymer backsheet TEMPERATURE COEFFICIENTS B`,,,(� \�/� and technology Industry leading linear warranty Produced in an ••5 r r t: Voltage B,Voc(%/•C) -0.335 Suniva is a U.S.-based company (10 year warfarly on workmanship Certified facility Current a,ISO(%rc) +0.047spun out from the Georgia Tech and riniterials:25 year linear perforniance Passed the most stringent salt spray Power y,Pmax(%/°C) -:%120University Center of Excellence in warranty delivering 80%power at STC) tests based on IEC OCT �, O+�,r NOCT Avg (+/-2°C) 46.0 C `� Photovoltaics(one of only two such Buy America compliant upon request Passed enhanced stress tests'based on LIMITS research centers in the U.S.) Qualifies for U.S.EXIM financing conducted Max.System Voltage 1000 VDC for IEC,1000 VDC for UL Town Of baw Iliule Certified System and design services available Ask about our validated PAN riles• •free Operating Module Temperature 40°C to+85°C(40•F to+185°F) Old Kirg'a Highway Storm Resistance/Static Load' Tested to IEC 61215 for loads up to 5400 Pa(113 pso; COfI1F'CI!!ee hail and wind resistant ' Suniva-ruservas the right to change tho data at any time.wow installation manual a1 zepsolarcom.'W 90 kWh.TC 400,Off 2000. 'Tests wem conducted on modute typo OPT 60 slhw frame. ISAMD 00381 pUMP.1T� OUR PRODUCTS: 4' Kss - �Muno.nntalllno Modules Munocrystollina Calls ` j ,OPTIMUS SERIES 60 call t91i.o16Uenry - OPTIMUS SERIES 72 cell 5765 P...n 5765 aachuee Industrial Blvd., �51`q 0� ulllcryetalllno Modules Balanco of Systems Solutions(BOSS) Norcross,Georgia 30092 USA M C 1 1 I ^� COMPN MV SERIES 60 call Racking,Invoners,Batteries.Enaigy' Tel.+t 404 477 2700 J u Q . MV SERIES 72 cell Storage Appliances and EV Chargers .mwsunwa.can IA• a' `0514 13 (Rev.2) ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE CONC CONCRETE HAZARDS PER ART. 690.17. DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF. THE EGC EQUIPMENT GROUNDING CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. EMT ELECTRICAL METALLIC TUBING 3. A NATIONALLY—RECOGNIZED TESTING GALV GALVANIZED LABORATORY SHALL LIST ALL EQUIPMENT IN GEC GROUNDING ELECTRODE CONDUCTOR COMPLIANCE WITH ART. 110.3. GND GROUND 4. CIRCUITS OVER 250V TO GROUND SHALL HDG HOT DIPPED GALVANIZED COMPLY WITH ART. 250.97, 250'.92(B) I CURRENT 5. DC CONDUCTORS EITHER DO NOT ENTER Imp CURRENT AT MAX POWER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR Isc SHORT CIRCUIT CURRENT ENCLOSURES TO THE FIRST ACCESSIBLE DC kVA KILOVOLT AMPERE DISCONNECTING MEANS PER ART. 690.31(E). kW KILOWATT 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN LBW LOAD BEARING WALL RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY MIN MINIMUM UL LISTING. (N) NEW 7. MODULE FRAMES SHALL BE GROUNDED AT THE NEUT NEUTRAL UL—LISTED LOCATION PROVIDED BY THE NTS NOT TO SCALE MANUFACTURER USING UL LISTED GROUNDING OC ON CENTER HARDWARE. PL PROPERTY LINE 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE POI POINT OF INTERCONNECTION BONDED WITH EQUIPMENT GROUND CONDUCTORS AND PV PHOTOVOLTAIC GROUNDED AT THE MAIN ELECTRIC PANEL. SCH SCHEDULE 9: THE DC GROUNDING ELECTRODE CONDUCTOR SS STAINLESS STEEL SHALL BE SIZED ACCORDING TO ART. 250.166(B) & STC STANDARD TESTING CONDITIONS '690.47. TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT VICINITY MAP INDEX W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 PROPERTY PLAN PV3 SITE PLAN e PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV5 ELEVATION VIEWSPV6 PHOTOSHOP RENDERING 1. THIS SYSTEM IS GRID—INTERTIED VIA A PV7 SATELLITE RENDERING GEN #168572 PV8 THREE LINE DIAGRAM ELEC 1136 MR UL—LISTED POWER—CONDITIONING INVERTER. J Cutsheets Attached 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. SOLAR MOUNTING FRAMES .ARE TO BE GROUNDED. 4. ALL WORK TO BE DONE TO THE 8TH EDITION MODULE GROUNDING METHOD: ZEP SOLAR OF THE MA STATE BUILDING CODE. 5. ALL ELECTRICAL WORK SHALL COMPLY WITH REV BY DATE COMMENTS AHJ: Barnstable THE 2014 NATIONAL ELECTRIC CODE INCLUDING ' REV A JCURR 10/10/201 REMOVED 3 MODULES FROM MPS MASSACHUSETTS AMENDMENTS. * x * x * * * x UTILITY: NSTAR Electric (Cambridge Electric Light) SE ' • ► * * * x CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-0 2 6 2 71 00 PREMI OWNER. DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE HAGBERG, CLIFFORD HAGBERG RESIDENCE J.P. CurryBEN `SolarCity. NOREFIT OF SHALL IT YONE BEDISCLOSED N WHOLE ORT SOLMOTY CIN MOUNTING SYS,EM: 98 KETTLE HOLE RD 10.6 KW PV ARRAY ""'A PART TO OTHERS OUTSIDE THE RECIPIENTS Comp Mount Type C ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: BARNSTABLE, MA 02668 THE SALE AND USE OF THE RESPECTIVE 40 SUNIVA OPT265-60-4-1B0 24 St Martin Drive Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE Marlborough,MA 01752 . PERMISSION OF SOIARCITY INC. Multiple Inverters 7742550050 COVER SHEET PV 1 0 10/10/2014 (Be j-SOL-CSTYY((765-2489)1028 F. 650)www.sdarcityaom :J 48'-4 I — I � I \ 91'-6" � I 1 t i 243—9" t 115—8" MTV i El I t � I I I 100'-3" Tm 73'-10" I i 1 I 52'-7" I I PROPERTY PLAN N - - - - - - - - - - _ _ — � ScaleT' = 20'-0' W _ 0 20' 40' 224'-7" — — — — — —— L S f CONFIDENTIAL— THE INFORMATION HEREIN J B-0 2 6 2 71 00 PREMISE OWNER: DESCRIPTION: DESIGN: JOB NUMBER: ���� CONTAINED SHALL NOT BE USED FOR THE HAGBERG, CLIFFORD HAGBERG RESIDENCE J.P. Curry �' SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: — NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 98- KETTLE HOLE RD 10.6 .KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MooutEs BARNSTABLE MA 02668 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 SL Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (40) SUNIVA # OPT265-60-4-180 PAf NAME SHEET: REµ DATE: Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN I TER: 7742550050 PV 2 d 10 10 2014 (BBaT.r(650)�(7028 F.9)60)-110 9 'PERMISSION OF SOLARCITY INC. MUltI le Inverters PROPERTY PLAN ' PITCH: 36 ARRAY PITCH:36 • MPl AZIMUTH:254 ARRAY AZIMUTH:254 MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 36 ARRAY PITCH:36 MP2 AZIMUTH:74 ARRAY AZIMUTH:74 MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 33 ARRAY PITCH:33 M133 AZIMUTH:254 ARRAY AZIMUTH:254 MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 22 ARRAY PITCH:22 MP4 AZIMUTH:74 ARRAY AZIMUTH:74 MATERIAL:Comp Shingle STORY: 2 Stories PITCH: 20 ARRAY PITCH:20 MP5 AZIMUTH: 164 ARRAY AZIMUTH: 164 MATERIAL:Comp Shingle STORY: 2 Stories N 3 LEGEND _ LCJ �Inv AC E�l Q (E) UTILITY METER & WARNING LABEL INVERTER W/ INTEGRATED DC DISCO Front Of House 0 ® Inv & WARNING LABELS p DC DISCONNECT & WARNING LABELS ' 3 � W © AC DISCONNECT & WARNING LABELS 0 DC JUNCTION/COMBINER BOX & LABELS DISTRIBUTION PANEL & LABELS MPS Lc LOAD CENTER & WARNING LABELS " e N O DEDICATED PV SYSTEM METER o (E)DRIVEWAY Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR' 00 --- CONDUIT RUN ON INTERIOR GATE/FENCE Q HEAT PRODUCING VENTS ARE RED Lam_ INTERIOR EQUIPMENT IS DASHED SITE PLAN N Scale:1/16" = 1' W 01, 16' 32' f S CONFIDENTIAL— THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED MALL NOT BE USED FOR THE JB-026271 00 HAGBERG, CLIFFORD HAGBERG RESIDENCE J.P. Curry BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'r SolarC•�t NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Com Mount Type C . 98 KETTLE HOLE RD 10.6 KW PV ARRAY h, y. PART TO OTHERS OUTSIDE THE RECIPIENTS MoouLEsP BARNSTABLE MA 02668 ORGANIZATION, EXCEPT IN CONNECTION WITH . , 24 St.Martin Drive Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (40) SUNIVA # OPT265-60-4-1B0 g SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PAGE NAME ��V REV: DATE Marlborough,MA 01752 PERMISSION of SOLARCITY INC. Multiple Inverters 7742550050 SITE PLAN 3 a 10/10/2014 (Beej SOL-Cn�(7655--2489)s�e'�iar�oy� (E) 2x4 (E) 2x6 S1 (E) 2x10 SI —5° —3" 16'-5" -6 t(E) LBW (E) LBW (E) LBW SIDE VIEW OF MP2 NTS B D " SIDE VIEW OF MP4 NTS MP2 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVERI NOTES MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 48" 17" PORTRAIT 1 48" 18" RAFTER: 2x4 @ 24"OC ROOF AZI 74 PITCH 36 STORIES: 2 RAFTER:2X10 @ 16"OC ROOF AZI 74 PITCH 22 STORIES:2 ARRAY AZI 74 PITCH 36 ARRAY AZI 74 PITCH 22 C.J.: 2X4 @24"OC Comp Shingle C.J.: Comp Shingle PV MODULE S 1 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ZEP ARRAY SKIRT (6) HOLE. 4" (4) (2) SEAL PILOT HOLE WITH POLYURETHANE SEALANT. 10'-4" 01ZEP COMP MOUNT C ZEP FLASHING C (3) (3) - INSERT FLASHING. (E) LBW (E) COMP. SHINGLE (1) (4) PLACE MOUNT. SIDE VIEW- OF F MPS NTS (E) ROOF DECKING (2) E INSTALL LAG BOLT WITH 5/16" DIA LAG BOLT (5) (5) SEALING WASHER. MP5 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES WITH SEALING WASHER LOWEST MODULE SUBSEQUENT MODULES F NSTALL LEVELING FOOT (2-1/2" EMBED, MIN) C(6) BOLT & WASHERS. WITH LANDSCAPE 64." ( 24' STAGGERED PORTRAIT 48" 11 191� ROOF AZI 164 PITCH 20 (E) RAFTER 1 STANDOFF RAFTER: 2X10 @ 16 OC ARRAY AZI 164 PITCH 20 STORIES: 2 S 1 Scale: 1 1/2' = 1' C.J.: 2x6 @16" OC Comp Shingle PREMISE OWNER: DESCRIPTION: DESIGN CONFIDENTIAL— THE INFORMATION HEREIN Jae NUMBER: J B-0 2 6 2 71 0 0 J.P. Curry \\`� CONTAINED SHALL NOT BE USED FOR THE HAGBERG, CLIFFORD HAGBERG RESIDENCE SolarCity. BENEFIT"OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 98 KETTLE HOLE RD 10.6 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES BARNSTABLE, MA 02668 2a St.Marlln Dare Building 2 Dnit„ ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (40) SUNIVA # OPT265-60-4-1BO PAGE NAME SHEET: REV; DATE; Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN 7742550050 / INVERTER PERMISSION OF SOLARCITY INC. MUT le Inverters STRUCTURAL VIEWS PV 4 O 10 10/ T: (650)63e-1026 F. (650)638-1029 2014 (888)-sm-qTY(765-2489) www.solarcity.com i i i I ' i T.O. CHIMNEY ' T.O. RIDGE 4" BETWEEN ROOF DECK T.O. ARRAY"'. " AND ARRAY 9/12 ROOF PITCH 5/12 ROOF PITCH 31'-11" " 27,-11' 27'-1 5/12 ROOF PITCH T.O. GRADE (: ELEVATION VIEW (BACK El SCALE: 1/4" = 1' CONFIDENTIAL— THE INFORMATION HEREIN doe NUM6ER: J B-0 2 6 2 71 O O PREMISE OWNER: DESCRIPTION: DESIGN: `\`, CONTAINED SHALL NOT E USED FOR THE HAGBERG, CLIFFORD HAGBERG RESIDENCE J.P. Curry SolarCityBENEFIT OF ANYONE EXCEPT SOLARg1Y INC., MOUNTING SYSTEM: � �NOR SHALL IT BE DISCL00 IN WHOLE OR IN Com Mount T e C 98 KETTLE HOLE RD 10.6 KW PV ARRAY �\ PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES. BARNSTABLE MA .02668 ORGANIZATION, EXCEPT IN CONNECTION W1TH 24 St. Martin Drive Building 2 Unit 11 THE SALE AND USE OF THE RESPECTIVE (40) SUNIVA # OPT265-60-4-1B0 SHEET: REV: DATE-- PERMISSION Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER, PAGE NAMET. (650)038-1028 F: (650)638-1029 OF SOLARCITY INC. Multiple Inverters 7742550050 ELEVATION VIEWS PV 5 a 10/10/2014 (888)—SOL—CITY(765-2489) www.klarcity.com o � n e i / i = �w�'r'w`'�w�A aiwrssiw•'r i J B-0 2 6 2 71 0 0 PREMISE ONNEFC DESCRIPflON: DESIGN: CONFIDENTIAL THE INFORMATION HERON JOB NUMBER: �\`!a CONTAINED SHALL NOT BE USED FOR THE HAGBERG, CLIFFORD HAGBERG RESIDENCE J.P. Curry SolarCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �'�" NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 98 KETTLE HOLE RD 10.6 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES: BARNSTABLE MA 02668 ORGANIZATION, EXCEPT IN CONNECTION NTH i 24 SL MarUn Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (40) SUNIVA # OPT265-60-4-160 �µ DAB Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAVE T: (650)638oroug F. (617 638-1029 PERMISSION OF SOLARCITY INC. INVERTER. 7742550050 PV 6 a 10 10 2014 (888)—SOL—CITY(765-2489) www.solarcity.com Multiple Inverters PHOTOSHOP RENDERING s k, i. I j: I CONFIDENTIAL - THE INFORMATION HEREIN JOB NUMBER: PREMISE OWNER: DESCRIPTION: DESIGN: CONTAINED SHALL NOT BE USED FOR THE JB-026271 00 HAGBERG, CLIFFORD HAGBERG RESIDENCE J.P. Curry ��'`• SolarCitly� BENEFIT OF ANYONE EXCEPT IN WHOLE INC., MOUNTING SYSTEM: 98 KETTLE HOLE RD 10.6 KW PV ARRAY 01.4 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C ••• PART TO OTHERS OUTSIDE THE RECIPIENT'SORG MODULES: BARNSTABLE MA 02668 THE SALE AN EXCEPT IN CO RESPECTIVE WITH 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE T, THE RESPHEW (40) SUNIVA # OPT265-60-4-1B0 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. Multiple Inverters 7742550050 SATELLITE RENDERING PV 7 a 10/10/2014 (888)—SOL-CITY(765-2489) www.solarcity.com GROUND SPECS MAIN PANEL SPECS GENERAL NOTES` INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO TWO (E) GROUND Panel Number:Square D (QOC30US) Inv 1: DC Ungrounded INV 1 -(1)SOLAREDGE�E SCODA-uso°oSNR A -(40)SUNIVA # OPT265-60-4-1BO GEN #168572 RODS AT PANEL WITH IRREVERSIBLE CRIMP Meter Number:44002270 Inv 2: DC Ungrounded Inverter, 500°w, 24OV, 97.5% LR un1 of isco and ZB,RGM,AFCI PV Module; 265W, 237.4PTC, H4, Black on Black, ZEP Enabled ELEC 1136 MR Underground Service Entrance Tie-In: Supply Side Connection INV 2 -(1)SOLAREDGE H SE380OA-USOOOSNg2 LAW B Inverter, 380OW, 24OV, 97.5% w/unife Isco and ZB,RGM,AFCI Voc: 38.3 Vpmax: 30.7 I 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER �E 200A MAIN SERVICE PANEL E; 150A/2P MAIN CIRCUIT BREAKER Inverter 1 (E) WIRING CUTLER-HAMMER BRYANT - Disconnect CUTLER-HAMMER (N) 125A Load Center rT Disconnect 9 7 SOLAREDGE B 50A D SE5000A-USOOOSNR2 C 30A/2P SolarCity LA Li iaov - [� s � A °C* N 5 DG MP 2: 1x12 GENIOITOR GND - --_- GND - -, r ------------ -GEC ---Ll oc --- Dc ---2-1x11 _ , MP 4LJI^ r ---� I z I __ EGC------ ----------------- -- - - --EGC -- I I -1- - - - ' Inverter 2 N I o I " B SOLAREDGE ' I SE380OA-USOOOSNR2 I 20A/2P EE.GCIGEC' 1' L1 T- 3 4 - - - TO 120/240V i i ; N 6 ❑ DG MP 4: 1x8 l SINGLE PHASE I I L_ UTILITY SERVICE TO MSP ____-______ _EGa DG- Dc- - -_____ -- MP - I I GEC N DG °C' ' I I GND EGC--- -- -------------- EGC - -,----- ---- -- - -- J TRANSFER SWITCH 1 I Voc' = MAX VOC AT MIN TEMP POI (2)ILSCO f IPC 4/0-#6 B (1)CUTLER-HAMMER #OG222NRB /� A (1)SolarCityy�pp 4 STRING JD, GROUNDED BOX D� Insula ion Piercing Connector, Main 4/0-4, Top 6-14 Disconnect; 60A, 24OVoc, Fusible, NEMA 3R / 2x2 STRMGS UNFUSED, GROUNDED D -(1)CUTLER- AMMER 8 DGIOONB n`, (40)SOLAREDGE 1�300-2NA4AZS (1)BRYANT$BR816L125RP Ground�Weutral d; 60-100A, General Duty(DG) r V PowerBox 0ptimiz�, 30OW, H4, DC to DC, ZEP Load Center, 125A, 120/24OV, NEMA 3R - )CUTLER HAMMER #DS16FK -(1)CUTLER-HAMM BR230 Class R Fuse Kit nd (1)AWG#6, Solid Bare Capper Breaker, 30A 2P, 2 Spaces -(2)FERRAZ SiAWMUT#TR50R PV BACKFEED OCP -(1)CUTLER-HAMMER #BR220 Fuse; 50A, 250V, Class RKS -(1)Ground Rod; 5/8' x 8', Copper Breaker, 20A 2P, 2 Spaces S (1)CUTLER-HAMMER #oc222uRB (N) ARRAY GROUND PER 690.47(D). NOTE: PER EXCEPTION N0. 2, ADDITIONAL SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE Disconnect; 60A, 24OVac, Non-Fusible, NEMA 3R AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. -(1)CUTLER- AMMER OGIOONB ELECTRODE MAY NOT BE REQUIRED DEPENDING ON LOCATION OF (E) ELECTRODE Ground�Neutrot Kit; 60-100A, General Duty(DG) 1 AWG#8, THWN-2, Block (I)AWG 0, THWN-2, Black O (I)AWG THWN-2, Black Voc* =500 VDC Isc =30 ADC (2)AWG 10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC(1)AWG.#8, THWN-2, Red O LPL(1)AWG #10, THWN-2, Red O (1)AWG#8, THWN-2, Red Vmp =350 VDC Imp=17.19 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=8.97 ADC (1)AWG #8, THWN-2, White NEUTRAL Vmp =240 VAC Imp LLL+"LLLL(1)AWG#10, THWN-2, White NEUTRAL Vmp =240 VAC Imp (1 AWG/10, THWN-7..Green. . EGC, •. .-S1)Conduit•Kit;.3/,'_EMT .. . . . . . . . . . .. . . . . -(1)AWG #8,_TF1WN-2,been ._ EGC/GEC-(1)Conduit.Kit.3/4'.EMT. _ . . . .. . . • ._ . , . , .-(1}AWG#8,:THWR1-2,.Green . . EGC/GEC•-(1)Conduit•Kit;,3/47•EMT. . . . .. . . . . (1 AWG�, THWN-2 Black Voc* =500 VDC Isc =30 ADC (2}AWG#10, PV WIRE, Black Voc* =500 VDC Isc =15 ADC (1)AWG #6, 1HWN-2, Black 8 �(1)AWG#10, THWN-2, Black © (1)AWG #8, THWN-2, Red Vmp =350 VDC Imp=12.71 ADC O (I)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=8.22 ADC ®�(1)AWG#6. THWN-2, Red O L`L(1)AWG #10, THWN-2, Red . . . .. . . . (1)AWG 110, THWN-2,,Preen._ EGC. . . .-(1)Conduit.Kit;.3/,',EMT. . . .. . . .. . IILLLLLLLL W. (1)AWG#6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=36.66AAC (1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=15.83 AAC (2}AWG 0,PV WIRE, Black Voc* =500 VDC Isc =15 ADC Solid Bare Co er GEC 1 Conduit Kit.3 4. .EMT ._ :•-(1)AWG #8,,7HYH-2.Green EGC/GEC•-(1)Conduit.Kit;.3.4',EMT. •. O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp=5.98 ADC -(1)AWP#�. . Iid Ba . PP. . . . . . .. .-(.) . . . . . . . ./. ... . . . ... .... . . . . . . .. . . .. . . .. . . .. . . .. . . . . . . .. . . . . . . . . .. ® (2 )AWG #10' PV WIRE, Black Voc* =500 VDC Isc =15 ADC(1)AWG #6, Solid Bare Copper EGC Vmp =350 VDC Imp=6.73 ADC J B-0 2 6 2 71 0 0 Pam"' °W"� DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: ���� ■ CONTAINED SHALL NOT BE USED FOR THE HAGBERG, CLIFFORD HAGBERG RESIDENCE J.P. Curry �;,;So�arCity. BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 00. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 98 KETTLE HOLE RD 10.6 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MooUus BARNSTABLE MA 02668 ORGANIZATION, EXCEPT IN CONNECTION WITH , 24 St Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (40) SUNIVA # OPT265-60=4-1BO PAGE NAME SHEET: REV. DATE; Marlborough,MA 01752 PERMISSOI N EQUIPMENT, FISOLLAARTgTTY IN°UCT THE WRITTEN INVERTER: 7742550050 PV 8 0 10 10 2014 (888)-SOL-C650)ITYY((765--2489) wwwsdarciityaorn Multi le Inverters THREE LINE DIAGRAM I • Label .•- 1 Location: Label Location: PHOTOVOLTAIC POWER SOURCE WARNING -'Per Code: Per Code: Per Code: NEC WARNING 690.31.G.3 ELECTRIC SHOCK HAZARD NEC •. ELECTRIC SHOCK HAZARDNEC •. DO NOT TOUCH TERMINALS THE DC CONDUCTORS OF THIS Label Location: TERMINALS ON BOTFI LINE AND PHOTOVOLTAIC SYSTEM ARETO BE USED WHEN PHOTOVOLTAIC DC D LOADN THE OPEN POS TIpNIZED MAY BEOENDINVERTERIS ERGIZED Per Code: UNGROUNDED NEC DISCONNECT .•0 Label Location: Label Location: WARNING -' Code:Per MAXIMUM POWER-_A INVERTER OUTPUT •. •, POINT CURRENT(Imp) Code: MAXIMUM POWER- CONNECTION POINT VOLTAGE(Vmp)_vNEC 690.53 DO NOT RELOCATE THIS OVERCURRENT MAXIMUM SYSTEM v DEVICE VOLTAGE(Voc) SHORT-CIRCUIT A CURRENT(Isc) Label • • PHOTOVOLTAIC POINT OF '• Label • • INTERCONNECTIONPer Code: WARNING D WARN NEC ING: ELECTRIC SHOCK HAZARD. DO NOT TOUCH 0 NEC 69 0 Per Code: N EC TERMINALS.TERMINALS ON ELECTRICAL SHOCK HAZARD 690 BOTH THE LINE AND LOAD SIDE DO NOT TOUCH TERMINALS (,AAY BE ENERGIZED IN THE OPEN TERMINALS ON BOTH LINE AND POSITION. FOR SERVICE LOAD SIDES MAY BE ENERGIZED DE-ENERGIZE BOTH SOURCE IN THE OPEN POSITION AND MAIN BREAKER. DC VOLTAGE IS PV POWER SOURCE ALWAYS PRESENT WHEN MAXIMUM AC A SOLAR MODULES ARE OPERATING CURRENT EXPOSED TO SUNLIGHT MAXIMUM AC OPERATING VOLTAGE V Label • • WARNINGLocation: Per ELECTRIC SHOCK HAZARD NEC � ;. CAUTION IF A GROUND FAULT IS INDICATED PHOTOVOLTAIC SYSTEM NORMALLY GROUNDED CIRCUIT IS BACKFED NEC 690.64.B.4 CONDUCTORS N1AY BE UNGROUNDED AND ENERGIZED Label • • ••' CAUTION '• PHOTOVOLTAIC AC Per Code: Disconnect DISCONNECT PHo ovoLT�cs s EM NEC 690.64.B.4Conduit. NEC ••0 . • :- . Distribution (DC): DC Disconnect (IC): Interior Run Conduit Label L MAXIMUM AC (AC)(POI) (LC): Load Center OPERATING CURRENT A Per •• Meter(M): Utility MAXIMUM AC VNEC 690.54 -• Point of • • OPERATING VOLTAGE San Mateo,CA 94402 :� • ■ • �� • • • a • �� ■ • Ia • • 40 • • SolarCity SleekMountT"" - Comp 1 SolarCity SleekMountT"" - Comp The SolarCity SleekMount hardware solution •Utilizes Zep Solar hardware and UL 1703 listed �__.� Installation Instructions is optimized to achieve superior strength and Zep CompatibleTM modules aesthetics while minimizing roof disruption and �� * 10 Drill Pilot Hole of Proper Diameter for •Interlock and grounding devices in system UL Fastener Size Per NDS Section 1.1.3.2 labor.The elimination of visible rail ends and listed to UL 2703 mounting clamps,combined with the addition / C Q2 Seal pilot hole with roofing sealant of array trim and a lower profile all contribute •Interlock and Ground Zep ETL listed to UL 1703 to a more visually appealing system.SleekMount as"Grounding and Bonding System" 3 Insert Comp Mount flashing under upper utilizes Zep Compatible TM modules with •Ground Zep UL and ETL listed to UL 467 as �,_ `� layer of shingle strengthened frames that attach directly to grounding device ® Place Comp Mount centered Zep Solar standoffs,effectively eliminating the •Painted galvanized waterproof flashing upon flashing need for rail and reducing the number of standoffs required. In addition, composition .Anodized components for corrosion resistance - O5 Install lag pursuant to NDS Section 11.1.3 shingles are not required to be cut for this ppp with sealing washer. system,allowing for minimal roof disturbance. •Applicable for vent spanning functions - �"'� r,_ © Secure Leveling Foot to the Comp Mount using machine Screw O7 Place module O Components O 5/16"Machine Screw © Leveling Foot © Lag Screw Comp Mount © Q Camp Mount Flashing j-, O I ,.kid oohvar,B ��11�i ���SolarCity® January 2013 �oO(� U� LISTED SolarCity. January 2013 OPTIMUS SERIES: OPT 60 CELL MODULES OPTIMUS SERIES:OPT 60 CELL MODULES High-quality and high-efficiency Suniva PV yields sensible solar v ­ MR • Tne Bi Illiance of Sola•Mad,Senilble` - era. a.... �•Ooc OPTXXX-60-4-1BO(Zep Compatible frame) The OptimusO modules consist of Suniva's ELECTRICAL DATA(NOMINAL) latest technology:ARTisun®Select.These superior re ae 5 and all otherelecirica mmeters monocrystalline cells are designed and manufactured -Power Classification Pmax(W) 255 -260 265 _ in the U.S.A.using our proprietary low-cost processing Module Efficiency % 15.71 16.02 16.33 techniques.Engineered with our pioneering ion _ _ - implantation technology,high power-0enslty' Model Number - - OPT - 255.60-4-160.8 260-604-160-0 265-004-180-8 - OpUmus modules provide excellent value, Voltage at Max.Power Point Vmp(V) 30.20 30.50 30.70 performance and reliability. - - Current at Max.Power Point Imp(A) 8.45 8.52 8.64. eonl6eaaona: Open Circuit Voltage VOc(V) 38.1 38.3 38.3 Short Circuit Current Isc A 8.96 1 9.01 -- - _-— -9.12 ---- _ ---- ' co+m4•a4 �__ The elecfrkal data apply to standard fast oorMitbns(STC):Irmdience of 1000 WmR with AM 1.5 spathe of 25-C. DIMENSIONS AND WEIGHT Cells/Module _ fill(6x10) _ Module Dimensions 1652 x 982 rem(65.04 x 38.66 in.) Module Thickness(Depth) _ - _ - - - - - 40 mm(1.57 in.) _ _- Approximate Weight 18.5+/-0.25 kg.(40.8+/-0.5 lb.) Engineering Excellence Features Quality CHARACTERISTIC DATA . ilt ith Type of Solar Cell - High-efficiency Suniva°ARTisun°Select monocrystalline cells of 156 x 156 rem 6 in.highest-efficiency ARTisun Select cell technology-over 19% manufactured and warranted 10 Our - . Frame Black anodized aluminum alloy;Zep Compatible frame cells.providing one of the highest Silver frame and black frame with specifications assuring consistent high power outputs per square meter at black back sheet available performance and quality worldwide. Glass Tempered(low-iron);anti-reflective coating - an affordable manufacturing cost . Rigorous quality management Junction Box NEMA IP67 rated;3 internal bypass diodes Suniva's state-of-the art Zep Compatible frame Performance longevity with Cable&Connectors 12 AWG(4 mm2)cable with Amphenol H4 connectors;cable length approx.1200 mm manufacturing facility features Marine grade aluminum frame with advanced polymer backsheet TEMPERATURE COEFFICIENTS the most advanced equipment hard anodized coating and technology Industry leading linear warranty Produced in an ••,• 00 Voltage B,VOC(%PC) -0.335 Suniva is a U.S.—based company (10 yuar warranty on workmanship certified facility Current O,ISC(%PC) +0.047 spur)out • theGeorgiaTech - Power y,Pmax(%/•C) --- -- _ -0.420 University Center of Excellence in warranty delivering 80'.•• NOCTAvg (+/-2•C) 46.0 Photovoltaics(one of only two such Buy America compliant upon request Passed enhanced stress tests'based on LIMITS research centers in the U.S.) Qualifles for U.S.EXIM financingMax.System Voltage 1000 VDC for IEC,1000 VDC for UL System and design services available Certified a free Operating Module Temperature 40"C to+85°C(40'F to+185'F)Ask about our validated PAN files ' Storm Resistance/Static Load' Tested to IEC 61215 for loads up to 5400 Pa(113 pso; hail and wind resistant - Sunivasmserves the right to change the data m any time.New installation manual at zopsolar rem,'UV 90 kWh.TC 4W..OH 2O00. 'Tests were contacted on module typo OPT 60 silver home. ISAMD_00381 GOMPgT7@S'.." OUR PRODUCTS: MorOPT MUataER Modulaa Monocryciencno Cells OPTIMUSSERIES 60cell 19%+e1BUency OPTIMUS SERIES 72toll 5765 Pacht5765 PeaNtree Intlustrial&W., Munlcryatalline Modules Balance of Syatama Solutions(8095) Norcross.Georgia 30092 USASuniva' Tel:+1 404 477 2700 COMPAt Mvslewesfiowl Raclung,Invenem,eanedea,Energy MV SERIES 72 cell Storage Appliances and EV Chargers wv,.vau.9va.ean ,•,,,,,mob, n,.-nm.....,xl.• n 05s14 13 (Rev,2) ,l tl , i i 99 solar=oo (� solar=oo SolarEdge Power Optimizer Module Add-On for North America P300 / P350 / P400 SolarEdge Power Optimizer g P300 P3S0 P400 j Module Add-On For North America (for60te11 Pv (for 72tell PV (for 96teII ' modules) modules) modules)PV !INPUT -- P300 / P350 / P400 ���-���^ pyteE)nput�C.Vower!......... 3DD 35D 400 W )1D, Absolute Maximum Input VoltaEe(Voc at lowest temperature) 48 60 80 Vdc ........$..$........... .......Vdc..... Maximum Short CJrcuit Current Ilsc) 10 Adc ................................ ................................................................................... ............. Maximum DC Input Curren[ ......................................125. - „Adc•... MaximumEfficiency................................................... ................................. 99.5 .................................. . ?' ... �, Weighted Efficienq 98.8 %••.•.. ...........tage..tego..................................................... ..........................................I........................................ .. Overvoltage Category _ I I OUTPUT DURING OPERATION(POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) I rti Maximum Output Current 15 Adc Maximum Output Voltage 60 Vdc 'pL (OUTPUT DURING STANDBY(POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) I Safety Output Voltage per Power Optimizer 1 Vdc r• � STANDARD COMPLIANCE ^ n �i � y � L-,��—d�t•! EMC FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 .................................................................... ..................IEC62109:1(class II safeNl...UL1741................. ........... RoHS Yes (INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage................................... ......................................1000...................................... ...Vdc..... Dimensions(W.?<..z.Hl................................................. ....................141 z 212 z 40:5/.S.SS z 8,34 x 1.59................... ' y.' Welght(mdudmg cables) ............. gr./...Ib ......... ............................................................ .............. ......... ......... ............. . ... Input Connector ...........................MC4/Amphenol/Tyco ............. Output W re Type/Connector Double Insulated Amphenol ............................................. .......................... .... ................... ........ Output Wue Length..................................................... .......0:95/3:p.......I.............. 12/3 9....................... ... ... Operating Temperature Range .............•,.•.•.••.•..•-00-a85/-40-+185 ..../.F... ........... .................................................. . .................................................. . Protection RaHnp ................................IP65/,NEMA4 Relative Humidity .................................... ....%...... pares STC power of tM nwEWe.WENe of up[o•5%powertde,arce albwaa. �PV SYSTEM DESIGN USING A SOLAREDGE -SINGLE PHASE THREE PHASE THREE PHASE INVERTER 208V 480V PV power optimization at the module-level Minimum Strin Len h(Powe'o timizem) 8 10 18 .................... ...................p.................................. ........................... ........................... ........................... -........... Maximum StringLength(Power Optimizers) 25 25 SO - Up to 25%more energy ............................................................................... ........................... . ............ . ...... ............. Maximum Power per String ..........5250.......... ..........6!i 0 ......._.12750•.....••• ..... - Superior efficiency(99.5%) .................g..................... .................................... ............ . Parallel Strin s of Different Len hs or Orientations Yes • • - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading •• •• •••••• - Flexible system design for maximum space utilization - Fast installation with a single bolt - - - Next generation maintenance with module-level monitoring - Module-level voltage shutdown for installer and firefighter safety I US USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.solaredge.us _ ar�Mrta33'' O r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 1,0949= Parcel 0-33 Permit# 49 Health Division GRO c � ®� . Date Issued (3 Conservation Division e Q HOG 29 Pik 09 Fee Tax Collector A W/ - , N Treasurer ►D1 JISiO� Planning Dept. Checked in By Date Definitive Plan Approved by Planning Board Approved By Historic-OKH Preservation/Hyannis Project Street Address Village Ul• 46~T:;M ,p Owner ^&A) 24� ,O Ae Address A6& �CO Telephone 378 3&2 ,57M V Permit Request Al Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Valuation 2-000' ,— Zoning District Flood Plain Groundwater Overlay r Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. •a Dwelling Type: Single Family JO Two Family ❑ Multi-Family(#units) Age of Existing Structure l� as Historic House: ❑Yes AN No On Old King's Highway: J4-Yes ❑No Basement Type: 9 Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new T Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil Cl Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name Telephone Number J7 8- 7ZG D�S`3 Address License# o y y (Y-Z Z— �i4G/y9L - Home Improvement Contractor# Worker's Compensation# C 77 b 27 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE O ��•�S� FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE d OWNER • 6c . DATE OF INSPECTION: 6 S 4e' FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL a FINAL BUILDING i DATE"CLOSED OUT ASSOCIATION PLAN NO. .Qom- . Town of Barnstable F tHE l -,. . °•� .Regulatory Services SARNSTABLE, Thomas F.Geiler,Director Mass. 9 i619' `�� Building Division �ArED MOB a g Tom Perry,Building Commissioner 200 Main Street; Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no: u Date -x. - AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL 6. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with*other requirements. _ r!! D.Cl—/GO m . .Type of Work: E•�/ -- - Estimated Cost f: Address of Work: 9S- Owner's Name: Date of Application: G • �'� I hereby certify that: Registration is not required for the following reason(s): [Work excluded by law ❑Job Under$1,000. ❑Building not owner-occupied El Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: „ > V la•o.s .ah�.0 ��, vi�9 /.�i�cru� l 01312 Date Contractor Na,6e Registration No. OR Date Owner's Name Q:forms:homeaffidav I �"E- Town of Barnstable Regulatory Services ''BT'miE Thomas F.Geiler,Director �E 39. ►�0� Building Division Tom Perry, Building Commissioner _s 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4.038..... -'y7 Fax=50&790 6230 ' - Property Owner Must Complete and Sign This Section If Using A Builder I, /J f�V Zr`G�i6� ,.as Owner of the subject property _ _ hereby authorized to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Own r Date AU Print Name y Q:FORMS:OWNERPERMISSION ' The Commonwealth of Massachusetts Department of Industrial Accidents i, Office.of Investigations- ' . 600 Washington Street s Boston,AM 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electrician's/Plumbers Applicant Information Please Print Legibly Name (Businesslorga=ationgndividual): L���` %/9.r.�O•e-5�,�� L�ST .�iue- Address: Z .Sr� SGf1TO.0 Aye City/State/Zip: /MX Phone#: S7.9 7 X 4, d y S3 Are you an employer? Check the-appropriate bog:. Type of project(required):- - 1.® I am a employer with_�� 4: ❑ I am a general contractor and I 6. ❑New construction employees (ta and/or part-tune).* have hired the sub-contractors 2.❑ I am a sole proprietor or parMer- listed on the attached sheet-* ? ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for mein any capacity. workers' comp.insurance. 9, ® Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its 10.❑ Electrical repairs or.additions required] officers have exercised their 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.]t employees. [No workers'- 13.❑ Other comp.insurance required.] 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: `• t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp::policyinfornaation. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site. information. - Insurance.Company Name: 11/4f4C 4&Al �B/i(�L� �G'ricls' • CO Policy#or Self-ins.Lic. #: ,�UZ :77G Expiration Dater Job Site Address: /� Rz �•• City/State/Zip: %r � W' � � Mom• Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to.secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$.1,500,.00 and/or one-year imprisonment, as well as.civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to.the Office of . Investigations of the DIA for insurance coverage verification. I do hereby ce under th 'ns and penalties of perjury that the information provided above is true and correct Signature: —l� -k Date: Phone#: ef Official use only. Do not write in this area,to be completed by city.or town officiaG City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health Z._Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions. Massachusetts General Laws chapter 152 requires all employers to provide workercompensation f ntracmplot of ire Pursuant to this statute, an employee is defined as ...every person m the seance o express or implied,oral or written." association, oarporation•or other legal entity,or any two or more An employer is defined as.:an i0divi4al,.Partued inc;. : . . of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the' association or other legal entity,employing employees• Howev..er-te- receiver or trustee of an individual,Partnership, . ant of the owner of a dwelling house having not more than three apartments and who resides therein,or.the occap . dwelling house of another who employs persons to do maintenance, construction or repair wofkvu such dwelling house appurtenant thereto shall not because of such employment be deemed to be an employer." or on the grounds or binding MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth fo'r any applicant who has not produced acceptable evidence-of compliance with the insurance coverage required." Additionally,MGL chapterstates"Neither the commonwealth nor any of its'political subdivisions shall- 152, §25C 7( ) enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance iequirements of'this chapter have been presented to the contracting authority." Applicants Please fill out the workers' com4pensation affidavit completely,by checking the boxes that apply to your situation and,if. necessary,supply sub-contractors)name(s),address(es)and phone numbers) along with their certifieate(s)of insurance. Limited Liability Companies (LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit maybe submitted to the Department of Industrial Accidents for confirmation of insurance coverage.. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain.a workers' the number listed below.. Self-insured companies should enter their compensation policy,please call the Department at self-insurance license number on the appropriate line. City or Town Officials , Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the appli cant Please be sure to fill in the permit/license number which will be used as a reference number.,In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under Job Site Address"'the applicant should write"all locations in (city or town)."A copy of the.affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is-on file for.future permits.OT,bcenses..Anew affidavit must be filled out.each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would hlte to thank you in advance for your cooperation and should you have any questions, please do nothesitate to give us a call. The Department's address,telephone and.fax number: The Commonwealth of Massachusetts . : . _ • . . _ Department of Industrial.Accidents : . .. .. Office of jnvestigations . 600 Washington-Street . Boston,MA 02.111.. Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 5-26-05 www.mass.gov/dia '•, Application to ® Ring"# 3@igbwap AeglionaY 3�i#oric 4iofritt CDYI' mitte't In the Town of Barnstable CERTIFICATE OF APPROPRIATENESS ication is hereby made,with four complete sets, for the-issuance of a Certificate of Appropriateness under Section ' Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, ings, or photographs accompanying this application for. :CK CATEGORIES THAT APPLY: — xterior building construction: ❑ New Q Addition ❑ Alteration idicate type of building: ❑ House ❑ Garage ❑ Commercial ❑ Other xterior Painting: signs or Billboards: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other )E OR PRINT LEGIBLY: DATE G•2 2.OS` )RESS OF PROPOSED WORK. ASSESSOR'S MAP NO. 4090 3 3 NER /''��� ENN�%t,� Z.f!2V1V/.6f ASSESSOR'S LOT NO. UAE ADDRESS 9S� xE'2—f /lbd�—r 'fib TELEPHONE NO. .S,'1P&36 Z j"3.3& .L NAMES AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property owners across any lic street orway. (Attach additional sheet if necessary.) I ENT OR CONTRACTOR TOhW /Z i-AILV/A _TELEPHONE NO. .Sa� 7Zlo 6`lS3 DRESS 295 5-2.c,9,V7VAJ I9VZ% /�9u��T�i' SCRIPTION OF PROPOSED WORK: Give particulars of work tp be done, including materials to be used. Please .ude locations of proposed signs. d'/r 2rlsT/ifl!o ����AL tf�l/5'E . ,C�,f/a�.cJ6 _S.MP 77 Q� ,Btv�.STdiV� I rE� l Signed �f�l,Ui� kJNi7£. Owner-Contractor-Agent r Committee�`tr_Js'elOnly 7 ®�� �Ir11 This Certificate is hereby 2 2005 Approve Denied --Com e rs' Si natures. 9 Tt.` i fA Town of Barnstable Old Mug's Highway Historic District Committee SPEC SHEET iMMATION :DING TYPE N/ COLOR iIMNEY TYPE /v/� COLOR E ?.t�h1i7.�Ll COLOR 490WIA �OF MATERIAL �fe�/N7� a ITC$ / 17 INDOWS N / COLOR SIZE RIM COLOR OORS COLORS 1 HUTTERS A-1 COLORS UTTERS COLORS ECKS / /T -- MATERIALS . [+ 3 �05 ARAGE DOORS i� COLORS SKYLIGHTS - SIZE COLORS SIGNS COLORS FENCE COLOR NOTESs gill out completelyp including measurements and materials/colors to be used. Four copies of this form are required for submittal of an application, along with Pour copies of the plot plan, landscape plan and elevation plane, when applicable. i k: -`mow ',•^v . .� J" � l,rlb'S. y,,n !'�,..;., ' �, •.1 �t � �_�. ^'.r, u �t,,.- y'`y+ ..� � � •mow,v _ .!� '. ��E;. i .,.r•-. �S ,n:.. a fr• .. 'r r iy w - •v ate' �icaA' .+?:, 1.z:Y• .r•• --i,f..^,:!-y�.. s--�.' �� ~l i'i•...� i •.tom.#-A:•f�. f. . �.. t + '{� � rT'S Ir .s t '�$� ,� •R' _wit�n •:fhr �.. ""�� ,„� + x[s L�: L- "tom � .�}{ w.L.. L yt't ,i.f 4 ✓`�7 - .ce.;> -ma's K',",F,;.:a �,.�` � y ;� Y + ti.,� '�. s•n ,� - :, ,.�'.r f ~ ' •. � '.: Sta�tJ?!r Vito ti�arJ e� tcp�lENltIA . s�tt� Ce Corp 1 �O lao CPPE H n�a ,o�n peve 2g5 5ctantP..025�0 R_D OF B,IJ,ILDNNG REGU�ATI©N License: CONSTRUCTION SUPERVISOR I RdMber• 044822 :. zBiRli. — 45 I ` ties. _ Tr.no: 13330 Res JOHN A PEKENI'A, i 295 SCRANTON A FALMOUTH, MA 02 Commissioner 1 4 i y: • � • . . is�..`�\' � .. ,. ' a: tea# - 44. i.._:. ....-- -- - .. .�� — 1�•--i—=�i - Say f , i� 1 , --Y -1 . ... ... �. Gk�trn. 4-5 t , I.. . ' _T Au TRTk4 IF 1.']34�`PJ A'4 ✓`17 t l&— I JO. t-_!- r i e ss e ' : . . ` I � 7 -tom__. .. ...�`��\ '� _,�.•• sW Srra� es �,buSr I r _( - --_ ------ -------ate j 3• ax8 �cr —' + �• - I Nr-- - _...._ ... __. • .1f per ] —i -41 _ _ sac xM. . . S L� I i r j' i H : �• ! I I. i j� j(;-T! —I - ; l� I + I. .a }•--;.:�1 i. _ _.._—..._._. .. ,.— It- i F-j + ,{:� _ - ----- ---�---�--` -- ----- - ' ( 'j .. , :I � ' I :� I 1: ;.: .� t I Cot✓ i ;� •- --- _ 1 _ - I i ; i -- --•- - -t_� •: :. j' I'�-"'��:�� �^-'- � Vt�yJ/L r,' (� I Irk - 1 is -'� -- }"---_-�-,-._.._ .'i- _._- -� r _ ' E r r'i-:-,: ,., it i.i i--- I --•—�--..._.. r I qr -- -. .. r � E / i atr;y: " ►:war ��► Town of Barnstable *Permit#q+/,S(0 �2 Expires 6 months from issue e . ,ASTABLE, . Regulatory Services Fee ' Thomas F.Geiler,Director ib39• ♦0 Building Division Tom Perry, Building Commissioner r-,,:: F7i.n 200 Mdin Street, Hyannis,MA 02601 Office: 508-8624038 MAY 1 2005 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - . RESIDENT94MVDV BARNSTAKE Not Valid without Red X-Press Imprint Map/parcel Number /D 41e.3�/� Property Address 9�' /I ETTL,C / 44--l' �� ' -.__ _ (J Residential Value of Work !�04Z> Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address h£N Contractor's Name V o 15 4 / '7i�'.t-wx Telephone N.umber 3 Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) AlWorkman's Compensation Insurance 'Check one: ❑ I am a sole proprietor ❑ I am the Homeowner I have Worker's Compensation Insura'ncce Insurance Company Name A�9i`a2/G/A/d Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) Re-roof(stripping old shingles) All construction debris will be taken to '6- Yn^ G �• -S Nd ❑Re-roof(not stripping. Going over existing layers of roof) ] Re-side ev� ❑ Replacement Windows. U-Value (maximum.44) �v- "C`0 +Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. Vey ***Note: Property Owner must sign Property Owner Letter of Permission. Home rovement Contractors License is required. Signature Q:Forms:expmtrg Revise063004 The Commonwealth of Massachusetts ff� _ Department of Industrial Accidents Office of Investigations 600 Washington Street, ;rh Floor Y Boston,Mass. 02111 Workers'Com ensation Insurance Affidavit:Building/Plumbin,.�/+y`+lectrical Contractors _-- �� a��os.s�. �vse�7s�lPe',A. ZCP"' .2'?� ^•. --v.aD. name HA) �EZf�IJi 79 address qg- . city 4?,,I -C 717,4eZ-f state: /V/� zip: ohone#j09 2 2-6 .0 Z)S3 work site location MH address): ❑ I am a homeowner performing all work myself. Project Type: ❑New Construction❑Remodel ❑ I am a sole ro?fir etor and have no one working in any capacity. ❑Building Addition d:.tMjM- '.Lin'n,„mac-t.zsj "'t3��RSQ'xn�.:.., `^aBzaS1. s'� _'n...+L �i':i7:.�'e�.�if..il-�:.:t::"3��c�.R'4•',:t1.`'��;'�.L��:{3__'.t-"'..}+c`.. .,...rL�:.Y.:.:•. af.Y�o:;3` ❑ I am an employer providing workers'compensation for my employees working on this job. company name, address: city phone#: insurance co. 21111 M l am a sole pr etor,general contractor, homeowner(circle one) and have hired the contractors listed below who have the following workers' compens�,atiJlo�n, po tces: //yy compapv name• ��� /7t9rJ%s� >,,3 e address city T.a���'%� << phone#• insurance co. �V �.� oli / 76 '.�� •7 r company name: address: city phone#• insurance co. of Failure to secure coverage as required under Section 25A of MGL 15.2 can lead to the imposition of criminal penaldes,of a fine up to S1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine or S100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. 1 do hereby ertify a der the pains penalties of perjury that the information provided above is true and correct sr- Signature - -- w� Date S Print name - o,,tXl ��'��'yJ� Phone# official use only do not write in this area to be completed by city or town official city or town: permit/license -❑Building Department ❑Licensing Board ❑check if immediate response is required []Selectmen's Office ❑Health Department contact person: phone#; ❑Other (rcv'iscd Up,.2003) i Information and Instructions i Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law",an employee is defined as every person in the service of another under any contract of hire,express or implied, oral or written. An employer is defined as an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the 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 name, 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,not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to.contact you regarding the applicant. Please be sure to fill in the perrnit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in-advance for you cooperation and should you have any questions,. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street,7`s Floor Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617)7274900 ext.406. • r � Town.of.B a�rnstable .:._. •... . _ . . • Regl,atory Services � snRrtsraet�. ; •='P�amas�F::Ge�er,Director• •. .. .. . ��,�' �,•� �ding-Division -Tom Percy--Building Commissioner ' 02601 ' 200 Main Street, 1jyaaais,.MA InV w.townbarnstable;ma.us Fax: 508-790-6230 ' Office: 508-862-4038 Property Owner Must Complete and Sign This Section If Using ABuilder as Owner of the subject property hereby authorize .to act on mybehalf, in 41 rriatters relative to work authorized bythis bonding permit application for, (Address of Job) Signature Owner • ate . : . Print Name ' , ✓�ee �dn;,,izquieall�i o�✓�aaaiar/euQelta Board of Bu.ililing_Regulations and Standards . HOME I IZOVEMENT CONTPACT,6R'' Regtsfeati 01378 2006 l • vate Corporation CAPE HARBORS - p JoA'n Pekenia � 295 Scranton.Avenu ��''• ���p _- ' Falmouth,'MA 02540 , f r t Application:to: Old King s Highway Regional Historic District Committee in the Town of Barnstable for a CERTIFICATION.OF EXEMPTION Application is hereby made, in triplicate,for the issuance of a certificate of exemption under Section 6 and 7 of Chapter 470, Acts and Resolves of Massachusetts, 10,73, as amended for proposed work as described below and on plans, drawings,or photo- graphs accompanying this application. . TYPE OR PRINT LEGIBLY DATE `� 3 - 0 S— ADDRESS OF PROPOSED WORK -'a � � 11zf ASSESSORS MAP NO. le'*? OWNER hE�U f�F ASSESSORS LOT NO, 33 HOME ADDRESS !26 ` �- �iYG� /��� TEL. NO. AGENT OR CONTRACTOR �-- ADDRESS �a^C >9'CJT4�J � Li?�U/' TEL. NO. ,L_,t V7 This application is for exemption of proposed exterior construction on the ground that: ❑ (1) It will not be visible from any way or public place. (2) It is within a category declared entitled to exemption by Old King's Highway Regional Historic District Commission. (Check applicable box) PROPOSED WORK: Describe and furnish plan of proposed work, showing location on lot,and, if an addition is involved,show ing location of existing building. ECG X S:,7', �" S/117s SIGNED Space below line for Committee use. Owner• o ractor-Agent f)/-U Received by H.D.C. The Certificate is hereby Date I Time By Date Approved ❑ The categories of work entitled to exemption are listed on Disapproved ❑ the back of this form. Application-to' Old Kings•Highway* Regions l`Aistocic District Committee in the Town of Barnstable for a CERTIFICATION.OF EXEMPTION Application is hereby made, in triplicate,for the issuance of a certificate of exemption under Section 6 and 7 of Chapter 470, Acts and Resolves of Massachusetts, 1973, as amended for proposed work as described below and on plans, drawings,or photo- graphs accompanying this application. TYPE OR PRINT LEGIBLY DATE r. 3 S� ADDRESS OF PROPOSED WORK 7O � � L,� �`�• ASSESSORS MAP NO. OWNER 0�E'y Z �,r.,lF_ ASSESSORS LOT NO. O'3� HOME ADDRESS �_SL_ L G� "� TEL. NO. t C� AGENT OR CONTRACTOR ADDRESS �Y CCU 37��J �L� I�tLi9�dYl it TEL. N0. .S g This application is for exemption of proposed exterior construction on the ground that: ❑ - (1) It will not be visible from any way or public place. (2) It is within a category declared entitled to exemption by Old King's Highway Regional Historic District Commission. (Check applicable box) PROPOSED WORK: Describe and furnish plan of proposed work, showing location on lot,and, if an addition is involved,show. ing location of existing building. SIGNED Space below line for Committee use. Owner- o ractor-Agent Received by H.D.C. The Certificate is hereby f Y/ U Date Time By Date Approved ❑ The categories of work entitled to exemption are listed on Disapproved ❑ the back of this form. s TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 0 9 Parcel 33 - - Permit# Health Division �^'� � i Date Issued 400 Conservation Division o ?Sea /0 Fee Tax Collector SEPTIC SYSTEM MUST®E Treasurer /?'/lL'd� INSTALLED IN COMPLIANCE Planning Dept. WITH TITLE 5 ; k ENVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board TOWN REGULATIONS m Historic-OKH Preservation/Hyannis Project Street Address Q g E-TrLE JA0 LE Village Q E 57 fVZK5 `lA$LE Owner kEN �E6 ZE611113E Address E 1-161'c , Telephone �.4:�08) (o Z - Jr 3341 Permit Request 0 Square feet: 1 st floor: existing /��G proposed 2nd floor: existing !01 Z proposed �" Total new Valuation yC�Si�� Zoning District Flood Plain Groundwater Overlay Construction Type OWLD Lot Size 77 , Goo ,� r'l Grandfatliered: ❑Yes ES/No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 13 Y Efte 5 Historic House: ❑Yes UY"No On Old King's Highway: QY es ❑No Basement Type: &I"ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) / 69 Number of Baths: Full: existing Z. new w H Half: existing new Number of Bedrooms: existing -3 new Total Room Count(not including baths): existing new First Floor Room Count Co Heat Type and Fuel: &-Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes CT�o Fireplaces: Existing New Existing wood/coal stove: ❑Yes CB'go Detached garage:❑existing ❑new size Pool:❑existing U new size 26 x.SG Barn:❑existing ❑new size Attached garage:3 existing ❑new size Shed:Ckle'xisting Cl new size Other: Y Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes QNo If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION c Name f2L-11 11 U 0GNCL� S Telephone Number Address �� G x yyG� 2 License# / ��GL� �///I • O zG�3 z Home Improvement Contractor# Oq Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE r FOR OFFICIAL USE ONLY PERMIT NO. `q DATE ISSUED ' ' l MAP/PARCEL NO. ; ,mom ADDRESS e0- VILLAGE OWNER DATE OF INSPECTION: FOUNDATION 20O FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH F FINAL PLUMBING: ROUGH -- FINAL GAS: ROUGH - y FINAL w FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. . The Town of Barnstable BARNSTABM MAS& �0g Regulatory Services �F�Mp�A Thomas F. Geiler, Director Building Division Elbert"Ulshoeffer, Building Commissioner 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: GUN G6 Z Estimated Cost Odd Address of Work: 0 �)_?WL L/ Owner's Name: ee1vcV Date of Application: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law ❑Job Under$1,000 []Building not owner-occupied ®Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date C tractor Name Registration No. 7 OR � z a a/ Date Owner' e q:forms:Affidav i OME IMPROVEMENT CONTRACTOR Registration: r Expiration: 01112412002 Type: 06 CREATIVE CONCEPTS TIMOTHY KEIIEY F 7'6�ras-�6,NEON OR. `. ADMINISTRATOR Y YARMOUTH E MA 02673 The Commonwealth of Massachusetts Department of Industrial Accidents _ — y 600 Washington Street Boston,Mass 02111 Workers' Com ensation Insurance Affidavit name: location: city phone# ❑ I am a homeowner performing all work myselL ❑ 1 am a s l vprietor and have no one working in any capacity employer providing wo• I am as rkers ensatiion for mP. p:?.}:.:.:.;; ..:.::.......:::.:.: Pm9: working on this job.N_ ............................................................ :...:: ................... a. . .company name•': 1r:��C:,�::> .... N. .. ..... . .. ........ -kl: C...:.i;:;:':,:,:,:�:;:�,,--:}:�.�{:�.}'?;�:.i,:':C:,^:.in:.}::�v:�:;.j::ri�:�::+}?+::::;�:;:;:;:v;;;:;:;.:+;:,..•'`Y::,n;;:::?.:;:yiv�...::>J}4:�~�?;::::`j:•�-•�::�',-i:,.:. ...........................::.:::.............:........................................... ........................................ ........................::::::::........ :.::;::...> ........ ........ ......::..:.:........ ...::.:: oiicv#...... .,.....�:' �..�. •.: ::.. < �'.':>: -.?:���''�.-•���.:>:�:;;?'> ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices.•::: : ::.:^ :::x:.::::::,:,.ra.:.,.n,•n. came :.:,: CO D .:.�.:.....::•::.:...::•:•.:�.�:::::•::.::.�::::::.�:.�.�::::•::•::::::::::................:.......:...:.::,....::......:::•::.:.:.:..,... ..:....:... ::::.v:::4:}:•Y::.w:.v..................vw::.v::n:v:::::::::::.�:::.:.................................... ..........................:. .................nY................. ... ..:r.:::.,v.w.%.;.h^..:•:w:::^:.:...:.v:,...:..::•:................. ,:........................vv::::.v:.�::.v::+.�}}}::::}}:^:�:vi:•:>:v: :•• :•:•.:v;.}}:3:;•} 3.......... •:�:v}:v::v.v•...... .. vf+.. :................v. .... .... ...+.... address*.. ................ ..............,. . .....r;.:•:{.h�>:.}:.:.:.::?:?:::::.}:.}%.,.}::;:.:.}:.}:.}:r;};}:3:;+:;:>:.}}}:.}:-::->:?.}:.:.}:?.::.:.;:.::.;': :...,....... :...........,:. ..� '.a•.,:•.3�..,•.}, .,,v,{.v..m. a•r.,•::•.t }.:h\'Fv••.a•xv :::. .....;.. ^:.}.: }}:}:.:.:::•:::::::•:::s:}:r:•:::.::?{<:•.SJ#Y.3#}:a{•:r„•:oMrYa. a } {s °•: a• !x ;;.•...s^$;.::h�x�1 �i s sew•:x'•:Y z;: ..;•'„VCt;! .. .......... 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Fawn a to secure coverage as required under Section 25A of MGL 152 ems lead to the imposition of cxbmb f peaaitin of a fine up to St•Soo.00 and/or one yeah'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a f s of S100.00 a day against me. I understand and a copy of this statement may be forwarded to the Once of Investigations of me DIA for coverage verification. I do hereby certify under the p ' mid penalties ofperlurytha the inforn a ion provided above is trup mtd coned ..J signature—L-4— Date moo print name i �� k��l tv # otIIdal::. rite in this area to be completed by city or town omdd city or t permit/license If QBnading Department ❑Licensing Board ❑checse is required ❑Selectmen's ot�se ❑Health Department contact phone#, ❑Other_�� 1 1 • . . . 1 . • . . . . . . • • • 11•.11 .16 •11 • 1 • . . . . . 1 1111 1 1 :I , , • 411 i•/ . • 1 11 • - - . 1 • / 11 .:1 1 •11• . 1 , • ' • 1 i• • 11 • • • •/ • • •M • •1 • •• • • 1 • • 1 ' 'J: G11• • 1 • • • 11• Is • • • 1 • :11 �% ' • 11 • 11 �111 - • 1 • 1 • 1 • 1 b: • �IUY. . is • i• :111 • • • 1 • • • 1 /• • • •1 1 1• •M • •11 • • / •Y. i111• :.Inl• • 1 • �1111• • • • 1 • • 1� • • • 1 ' 1• 1 11 • 1 • 11 • 1 .11 1 •1• •11 M11 1 • • 1 • 1 1 i)/1 • 1 - • •.111 • 1 - • • 11 ' 1 • • • 1 1 • :11II• • 1�1 •II • • / 11 - 111 �1 1 •• •II • • •II • • 1 • •11 1 • • 11 • 1 • • •11 1 •/ • 11• • • • 1 • • • :11 .111 1.1 • 1 � 1 • 1 «: • 1 .I1111 • 11�1/1 • •i�711 i• • • 1 �1111• • p / it • •11 I •',1 1 .1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 �. 1 1 1 11 1 1 1 1 1 1 1 • 1 1 1 1 1 1 Go 1 • 1 1 • 1 1 1 1 1 1 11 1 : 1 1 1 I 1 1 1 1 .• 1• •11 1�11 1�1 / •11111 Is 1 • 1 1 • 1 • IA •• 1• I• `1 •11 1 - .1111.1 111 • .11 • /1• • 1 • • 11 1 • • • • • •. 111• / . • lots/• 11 11 1 -j1 111 -111.IIIA • 1 1 • 1 • 11 1 M�111 i• • . •111• all - 1 • 1 11 11 1 • • 1.(-1�. •1111/III .1• •11 •• 1 - • 1 •11111 .{1 • 1 1 ,.11 • 11 • • 11 .1 • • • • •1111 .1• UI .JI . • • 11 • •1111• ,/1 1 .11/ • 11 w ,11 1 I 1 •II 11if Ill•-1 •II ' • 111 •• • • •rl • 11 11 .11 • 1 •• 1 1A .1 / •II I i• ;GIs 1.1.11 .11 •II • 11 11 / •'' • �1 •� 1 1 1JI 1 1 1 1 1 /r • • I 1 • 1 • �Illl•1 �• 1• 11 MI 11 1• •' 1 1 .1 11 .1• • «:1• 111 • 1 - •�7.1111 • -•1 � -6111 • i• i• 1 1 11 1 • 111 till •1 11 111718 1 . 1MGM 1 •• 1 .11 • H • •II •Y• •111 • 1 •1 • 1 i• • • ✓-111 W"'J"s• w.l• •11 1 • I ✓. 1 1 1 • ./ •11 �111 .1 Il - _111111 •� 1�• • • • • .1 1 1• • ( •11111 �l1 ,11 • 1 Ill �• 'J .��1 _ 1 � • 111�111 . 1 • •�• 1 .1 11 . • • •111 • 1 • • • 11� • 11 11 11 ••111 /1 , i• •• • 1 ti 1 'Y.11 •II 1•• 1 1• •IIIY• • •Y. 1 11 • I • • 1✓.111 / 0 lmss§08 91-491111 -+-1 1111.. 1�1 1 1 • 1 �/ �11�1 ti. •• .111// •�1 1 - of oik, soi, l•1 �• i • ••1:1/ I 11 , • 11 -H/ 11 / • •• • • • J: • •11 • • • devIlKsI 1• 1or1 • • •• I .11 • 1 1 • 1• / • 1 .11 • 1 • 1 ///j/jj/------ p � • • •:1.1 ••1 ... • 1 •1 1 • Y.•' 11 111 •.1 1 1 ►1 11 1 I I I I ( 1 I I i l 1 1 1 1 1 1 1 , 1 � � • � / � l 1 2001 , 0.07 . , Application to Old Kings Highway Regional Historic District Committee in the Town of Barnstable for a1100 0 10 0.6-00 Vol- ' CERTIFICATE OF APPROPRIATENESS . 1Fsusl SETS -a Application Is hereby mach,irW ipliv for the issuance of a Certificate of Appropriateness under St6lion 130,6kap 470_ Acts and Resolves,of MassadKaetts, 1973. for proposed work 'as desaibed below and on plan:` dtwings or photograph. accompanying this application for: CHECK CATEGORIESTHAT APPLY: 1. Exterior Building Construction: ❑ New Building ❑ Addition ❑ Alteration Indicate type of building: ❑ House ❑ garage . ❑ Con nwci Other 2 Exterior Painting: ❑ 3. Signs or Billboards: ❑ New sign ❑ Existing sign ❑ Repainting existing sign 4. Structure: 0 Fence ❑ Wall ❑ Flagpole ® Other '�cL, m rn,N C POG L _ (Please read other side for explanation and requirements). TYPE OR PRINT LEGIBLY [r-46,A;_-sryMC-E- DATE ADDRESS OF PROPOSED � WORK 98 E 7-n c- iloL E ASSESSORS MAP Np. / OWNER--E C -- l�/E N 7r l'H) 43 ASSESSORS LOT NO. 33 HOME ADORESS C76 - cL� `lJ. �ARNJJAF�GE �LNO_[5�D 34,2 - 6-33Y FULL NAMES AND ADDRESSES OF ABUTTING OWNERS Include name of adjacent property owners across street or way. (Attach additional sheet if necessaryl, MY Public AGENT OR CONTRACTOR C4'tE Am w1 E 00- uec-P i s TEL. NO. ADDRESS'-Po. 60)c 1082, (�ouyz-R 141-e DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done including materials to be used.if specifications do not accompany plans. In the case of signs give locations of existing signs and proposed locations of new signs. (Attach additional sheet,if necessary). AT7-?1CV1 Eo SH-CL-T- igned U" Owner trace14gent Space below line for Committee use. `-N R'e`'v b H= .G.. Date The rtificate is hereby Date �f11,,,,1 DEC 1 3 2 o Time By 1 arz tlis% Ann►nvpri n IMP(1RTANT• If Cartifirafo ie onnrrmao ann►nv„i i" —,►, —4. &a... •n j-.. .,,4 2 001 007 A 20' x 50' Gunite pool to be constructed in the backyard as located on the site plan. The pool coping and decking will be bluestone. The coping will be wet set and the decking will be dry set in bluestone dust. The fence will be black aluminum with the design to look like wrought iron (refer to brochure enclosed for picture). All other details are attached in pages 1-3 of contract. i o V R.�� u Mr. &Mrs. John Ladner 114 Kettlehole Rd. West Bamstable,'Ma. Lea Peterson and Evangelos Theodorou 97 Kettlehole Rd. West Barnstable, Ma. Mr. & Mrs. Richard Spinney 82 Kettlehole Rd. West Bamstble, Ma. Mr. & Mrs Stuart Shapiro 85 Sheep Meadow Rd. West Barnstable, Ma. i p3s NkAMA66eV.. G4TL P74 ,It� 4�190w'T. 5L:76I 'a iEM CATCH ' 1 flop O . U10 p/ j LL I it aJ X// QAo Ori 'I � � ', � � � .� �,� � ��� �• -fin.l'�y� _::;�; Z Z0.00' M. � ; � �, DEC 1 3 20G'�; A TER I} UTILIT( L_P n. 3+� i �.11~('I os?�>�,.�v,,i, 1 I I I�'II'I �'? �'�Fii�'! .. �Q.::T�� /(F i � �I� ��•��VQN�•�!! }` Ol t:Lolf, lrl�0 ' SITE PLAN d f.�GC f•omi LOCUS. LoT 113 ILET'fLB_ I.4lX F �AQ PCE, L 'J� � PA AFriE y REF: _�1�J PY.tJL 3oE Wow cope engiaeeiing OJAL A I PREPAR DFO R: 4, CIVIL ENGINEERS �� *�4�_tl �'' .•- ,w LAND SURVEYORS t 026 Main 8L ACJl"3,)Rl EYOR 1� � ll `Var SCALE_ . ATE Q-O Z - .. J rr Vie, � �^�i��t! ^,• . DES � 3 2000 CONTRACT = _ This contract entered into this 4th day of December 2 0,by an between Ken Zeehibe of 98 Kettlehole Rd.,W.Barnstable,Massachusetts,02668(hereinafter referred to as "OWNER") and TIMOTHY KELLEY, of CREATIVE CONCEPTS, P.O. Box 1082, Centerville,Massachusetts 02632(hereinafter referred to as "CONTRACTOR"). Witness,that the OWNER and CONTRACTOR,for consideration hereinafter named,agree as follows: 1. SCOPE OF THE WORK. form the outside perimeter of pool excavate pool to proper size and depth c install drains,skimmers,returns,and light niches(rough plumbing) Install-reinforcing steel rebars 12"o.c.for structural strength apply gunite to preformed pool install row of tile at waterline and on step treads form and pour concrete decking install pump,filter,heater,and chlorinator(final plumb) swimming pool plaster fill pool with water install handrail and ladder install safety covers clean-up and final inspection of work GENERAL&DETAIL SPECIFICATIONS Pool Size 20' x 50' Pool Depth 3'-6" to 8' Pool Shape RECTANGLE Pool Area 1000 SO.FT. Pool Capacity 43,125 GALLONS Pool Perimeter 140 FT Coping BLUE STONE Coping by CREATIVE CONCEPTS Tile Style N/A Tile Color N/A Pump HAYWARD Hp 2 Inlet 2" Filter HAYWARD DE 4800 Inlet 2" Heater TELEDYNE/LAARS BTU 400,000 Natural Gas X Propane Other Gas Line By OWNER Venting By. OWNER Chlorinator HAYWARD AUTOMATIC,ON-LINE Inlet 2" Returns 6 Main Drain 1 Skimmer Model HAYWARD Qty. 3 Underwater Light 2 Volts 115 Watts 200 Electric By OWNER Time Clock N/A 1 . Electrical Bonding By OWNER Water For Pool OWNER Swimout NO Steps CORNER Handrail YES 'Ladder YES Slide NO Dive Board NO Rope&Floats YES Pool Cleaner POLARIS Decking BLUE STONE Sq.Ft. N/A Decking By OWNER Water Table Condition N/A Raised Beam NO Fill from pool LEFT'ON SITE Pool Cover HYDOMATIC AUTOMATIC POOL COVER Pool setback N/A Rear N/A Side Plaster Finish GREY POOL PLASTER Special VISIPURE FILTER Hydrotherapy Spa NO Size Shape Depth Jet Qty. Pump Hp. Inlet Skimmer Model Inlet Main Drain Inlet Returns Outlet Blower Hp. Inlet Underwater Light volts Watts Filter inlet Chlorinator Inlet Heater BTU Cover Special 7 19 z �'�'a pE� Y f MATERIAL SPECIFICATIONS ITEM QTY DETAIL Rebar- N/A 3/8" round, 1 ft.on center Skimmers- 3 Hayward- Main drain- 1 Hayward,anti-vortex Light- 2 Sta-Rite 200 watt, 12 volt Gunite- N/A l to 4 ratio mix,7,500 psi. Concrete- N/A 3,000 psi.mix w/3/8"pea stones Ladder- 1 Stainless steel rails w/3 cycolac steps Hand Rail- 1 Stainless steel,deck mounted Tile- 140 N/A Pump- 1 Hayward Super Pump 2 HP Filter- 1 Hayward 4800 DE. Chlorinator- 1 Hayward automatic,on-line Heater- 1 TELEDYNE/LAARS,400,000 BTU Cover- 0 fitted mesh safety cover 1 HYDROMATIC AUTOMATIC COVER Fence- N/A 48" Maintenance kit- 1 1 brush, 1 pole, 1 hose, 1 vac head, 1 leaf skim,and 1 water test kit U � 1 A Fence to Fit Every Need There are ten standard Jerith fence styles available in three colors and five heights. This variety assures that there will be a combination to enhance the beauty of your home,pool or yard. #101 - This traditional wrought iron design has its #200 - Variation of Style #202 which combines the points even across the top. safety of a top rail with traditional spear points below. #100 - Modification of Style #101 with staggered A modified 54"version is available in this style too. picket tops for something a little more distinct. #302 - Smooth top version of#301 for those who do . ' #111 - This version of Style #101 is built to accept not want exposed points on their fence, but want the Imperial or Majestic finials on the pickets instead of added security of a narrow space between pickets. 4 the standard spear points. (See Page 7 for information Lexington - This distinguished wrought iron design about finials.) has elegant curves connecting the pickets. Available 4 #301 - Similar to Style #101 but with a 15/8" space with standard points or finials centered in the arch. between pickets.This fence will keep most pets in your Concord - Similar to the Lexington, but with pickets ` AW yard. The narrow spacing also makes it difficult for between each arch,as well as inside. Pickets may have Majestic Finials _ children to obtain a foothold on the fence. either standard points or finials. #202-A classic design with a smooth rail on top rather Ovation-This two rail fence has a simple design that than points. Also available in a 54" height which is was specifically created to meet the swimming pool modified slightly so the pickets do not extend through enclosure code drafted by the U.S. Consumer Product the bottom rail to meet certain pool codes without Safety Commission.(See Page 10 for more information installing a 5' high fence. about pool codes.) Majestic Finials Style#202 with SS-1 4 � #101 # with Majest' mials #301 1,• ` 11i1��'Ilfl .r *• �t. K i #200 #202 Ovation #302 ♦/ Lexington Concord Modified #200 Modified #202 Style#111 with Majestic Finials �� (Note:All standard stvles extent Lexington-( nnrnrr1 and Owitinn are nNn nvniNkIp in►nrh atr;al QtrAnntl, � ,a. rt ' ai- { y I 1; ,I W%AA C. 4 f U Assessor's office(1st Floor):. n , D33, �• -. SZP� Assessor's map and dot number t` ,(D q � /C SY o�tw E to Boyd of Health 3rd floor), p �� ���/ eWQ� Sewage'Permit number ) 7" Engineering Department(3rd floor): — ` ' ��qq �'/r p�/ 9TsnLL 'O t .!�^ 39 House number -Nrq b)q• Definitive Plan Approved by Planning Board i 1;9 " ®�� rw ' APPLICATIONS PROCESSED 8:30-9:30 A.M.'and 1:00-2:00 P.M.only, li vTLOWN . OF BA Bar, BVIL DING . :INSP CTOR :AP,PUCATION FOR PERMITLfiQe TYPE OF CONS T RUC T ION m � nCiO ►3 E Q 19 9/ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby ap lies for a permit according to the following information: 73 Location 'milr� C� Proposed Use �f5 l I A L Zoning District Fire District �u RG�STA C'3L E Name of Owner �rw AU t 1 �� V ` G- N I PB Address %8 Name of Builder Address Name of Architect �A(l V APJ£ PO VIE Address YRMOU 1/1 ���T /0//. Number of Rooms 3 Foundation� V- Exterior �� CF,0A2 l N-1, GAR Roofing 3e. Floors ► L Interior �Lyt t�G�(z D r t► LP6T;e(� Heating - ORC ED t T lNfa � - (�A 5 Plumbing Fireplace /"�N Approximate Cost ✓ 40d Area 2 2© SO Diagram of Lot and Building with Dimensions Fee/�7 co 4 2� a�o �ec� OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable re rdi the bove c n ruction. Name Construction Supervisor's License ZIGHIBE, KENNETH F. �7 k` No 34617 Permit For BID. ADDITION & SHED t Single Family Dwelling W # Location 98 Kettlehole Road W. Barnstable - ' Owner✓ Kenneth F. Zighibe Type of"Construction Frame f j r Plot - Lot - Permit Granted October 4, 19 91 Date of Inspection kfC 19 ti y Date Completed �92 19 , 011 i fir. 0 • . Ilk' %l, i r 4 Application to /JJ77 ePP"5°ENE "P E`P Old Kings Highway Regional Historic District Committee in the Town of Barnstable for a CERTIFICATE OF a APPROPRIATENESS Application is hereby made, iri triplicate, for the issuance of a Certificate of Appropriateness under Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described below and on plans, drawings or photographs accompanying this application for: CHECK CATEGORIES THAT APPLY: 1. Exterior Building Construction: ❑ New Building JE Addition ❑ Alteration S/'U hW l7, c Indicate type of building: ❑ House JE Garage ❑ Commercial E&Other (9A/ZOEN �J/YeSD. 2. Exterior Painting: ❑ 3. Signs or Billboards: ❑ New sign ❑ Existing sign ❑ Repainting existing sign 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other (Please read other side for explanation and requirements). TYPE OR PRINT LEGIBLY DATE //Z 15791 ADDRESS OF PROPOSED WORK �a E77LE/SOLE /1�• ASSESSORS MAP NO. /09 OWNER AFiri/t/-f-7 9` �/�ipG/7�ET ��rf//QF ASSESSORS LOT NO. 33 HOME ADDRESS TEL. NO. 3�DZ - �33Z A• FULL NAMES AND ADDRESSES OF ABUTTING OWNERS. Include name of adjacent property owners across any public street or way. (Attach additional sheet if necessary). E 7 c NE 1� �N EeT- AGENT OR CONTRACTOR D NE TEL. NO. ADDRESS DETAILED DESCRIPTION OF PROPOSED WORK: Give all particulars of work to be done (see No. 8,other side), including materials to be used, if specifications do not accompany plans. In the case of signs, give locations of existing signs and pr/opposed locations of new signs. (Attach additional sheet, if necessary)�Fr, S�f�0 CQJ,LL �J E /� /C T 1 10w u�.>H `I,/���TE �EDA✓Z iv 6 G E5 7`E O 70 7CAl 90-4X/S T/sVss6 1-577A"v C Tv 4?t C4 2 i9 Gr Ci7 O,O 7/ON GrJ/ L L n/S 7 -AldG 6"7" C ru�2� i, PP S)4(r C> ,I-C KJ L, 150 " 0KH Own ontractor-Agen Space below line for Committee use. 4\ ��DC r- Received by H.D.C. I V E D Date Date The Certi ' a is hereby 1991 Time By i Approved )ZI IMPORTANT: If Certificate is approved, approval is subject to the 10 day appeal period provided in the Act. Disapproved ❑ , t 2VfINGES LOyEO�OROU�. --✓- --- 0 Al JI �- �O ' _ S Z ,��7�•rLEL�(JL�__•----��'`�• f U t1991. ��� _ co Form "L, 1" OLD KING'S HIGHWAY HISTORIC DISTRICT i Spec S1-1 I Foundation Type COX/C'�E7E _ �V ovl1EO� Siding Type tQ 6-101qvP r.'. Chimney Type �04GJL'. Color /� ' Y 70 �f1�c/f Roof Material,' aterial SF/•RD /' i;E IA/E ���`1ALT✓f//yG<,6color rx/SriyG `�TiPucrv�E Pitch %o �Lfl/ys Windows4E�?Sa�c/ Size�E05- -To Trim Color ri/ o.v/R Z - Chi// rE 7G j� JCN X/ST/av(, �JTapuC'?U�P�: Doors �,��i7��o�R z �com.�.�•�f/roG ✓/L�EL/TES Color .4TC'/� C,t /5TIN6 S7WCv 7vRE ShuttersZ—/ TOR/ EEC 7-6 . l�%C/f L- X/sr�ic/G �PuC7vo2� Gutters A�U/ 11VyI l 0/-/7-Ir Deck vRE �"t%�I%Z-D P Garage Doors �s�/au �7��L �oO�P�S Color i .,--nq • ST/�UCTUiP� —�-" Notes: Fill 'out completely, including measurements and materials/colors to be used. Three"copies of this form are required for. su�mittal of an application, E C E I V E aalong with three copies each of the plot plan, landscape plan and elevation plans, when applicable. - 'FP 4 , , 4Plot plan need not be "Certified", but should show all structures on the lot to scale. 'G>aTL��P�LkS1 tit- � •� � • �''. • �`���-_ 1�1ea.-r. 5L:77i,1 ��� o � XkA . • � CATCH • . . cam`' � � � `�j' �I � \ ' � I Tw o � Ao 0 . Ft0 A5UTTERIS UTILITY 1-1 lAQx OTL A'rw-l (` 1 f. ?i. �3r <.. i f4�f•_ t l;I',,iIft fife +T .. t •~ •_. ,. �}3'� t i.j� ,�; �I i .'I. �•w VJ ii.. 1G .r ; 2E.A�YIT: 5o x 150 =q , �QopoS�fl - �:.15 E}l.D KINGS HICfi' ' � SITE PLAN , LOCUS: LoT 16 yz-r-ft,E aaL ,P oo PAS L ';5� \� ' r , ARNE 11 REF: P5a r $01 e,. hf \ �........ down cape eagee iapiag �!� PREPAfi(OFOR: *� I CIVIL ENGINEERS �2 4 .: ;, "� LAND SURVEYORS "*u•��S • �tNO Ui;,1/EYOR old Hain St_ l of:' SCALE_l SO 4iiTE e)G- 4-0 Z r TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. DATE AY/17/ JOB LOCATION 6,�cZ_ N ber S treet address " "HOMEOWNER" t/vNEI`H _ Section of o�zriM: Name 3647- Home .phone a,�tlzv . Work .phone ;PRESENT MAILING ADDRESS it ' y town State � �� . The current exemption for "homeowners" w Zip :Code dwellings of six units or less and to allowesuchded to include owner-occu ied acts as for hire who does not P acts as su ervisor. Possess a homeowners to engage an in- license, provided that DEFINITION OF HOMEOWNER: the owner Person(s) who owns a ' side, on which there Parcel of land on which attached � °r is intended to be, resides or intends to re- or detached structures , a one to six A person who constructs more thanconesory hometinsuch use and/orffarmystrulling, considered a homeowner. a two- Such homeowner" Year period shall notrbe � on a form acceptable to the Building shall submit to fficial for all such work erformed g Official the Building under the building that he/she shall be res0onsible The undersigned ermit. (Section 109. 1. 1) Building g '.homeowner" assumes responsibility g Code and other applicable codes, for compliance with the Stat The undersigned by-laws, rules and regulations. Barnstable g "homeowner" certi Building Departmen es that he/she understands and that he/she will comply s inspection pro du the-Town of. HOMEO ro re s and requirements WNER S SIGNATURE e irements. APPROVAL OF BUILDING OFFICIAL Note: Three family dwellings 35 to comply with State , 000 c cubi Building Code feet, or larger Section 127 . 0 Constructionll be re Controlquired r HOME OWNER'S EXEMPTION The code state that: "Any Home Owner performingwork . Permit is required shall be exempt from the rk for which his '. building (Section 109. 1 . 1 - Licensing of ConstructionPSupervisors) ;ns of tprovide.di that Home Owner engages a person (s) for hire to do such work; that such Home. Owne: shall act as supervisor. " Many Home Owners who use this exemption are unaware that the are a the responsibilities of a supervisor (see Appendix y slating PP ix Q, Rules and Regulations for licensing Construction. Supervisors, Section 2. 15) . This lack often results in serious problems, particularly when the Home Ownerf awarene: unlicensed persons. - In this case our Board cannot proceed a ains hires : inlicensed person as it would with licensed Supervisor. The Home` as supervisor is ultimately responsible . g t .the :,y,. Owner actir To ensure that the Home Owner is fully aware of 'his/herM F,. communities require, as part of the permit application, that the Home Owner certify that he/she understands the res onsi responsibilities, mar PP' last page of this issue is a form currently usedtbysseveral of a utownssor, : On the care to amend and adopt such a for.•m/certification for .use 'in ' �,-.You.-:may your community. • 5 TOWN OF BARNSTABLE Permit No. ..3. 6R(a..... BUILDING DEPARTMENT D8KU TOWN OFFICE BUILDING Cash HYANNIS,MASS.02601 Bond ......x J j .. CERTIFICATE OF USE AND OCCUPANCY Issued to Xui,iiuth & iiarq.tr'ut Zt.:gilibe Address Lift 418, 98 �Kuctl,-halo Roau "::.:Lt I3arnsi:uble, i'I..►c..s. USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. p 5cPtumbscr�, 81 ��^-- 19................. .....!� '....... ..................... IL Building Inspector l i o� HE TOWN OF BARNSTABLE Permit No. ..A0.6�8P..... 0 BUILDING DEPARTMENT "814` } 7 TOWN OFFICE BUILDING Cash p Q.. .. HYANNIS,MASS.02601 Bond .....X../ .. d CERTIFICATE OF USE AND OCCUPANCY Issued to Xenneth & 114argaret Zeghibe Address Lot #F18, 98 1�ettleholg Road ` WuL t Barnstable, Mass. USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. :.;e tembaer2 87 .........I..............e.., 19................. `......... Building Inspector ��..� °•,ew TOWN OF BARNSTABLE _»s°7 BUILDING DEPARTMENT _ MAIL TOWN OFFICE BUILDING � HYANNIS, MASS. 02601 �a N&V 1 j MEMO TO: Town Clerk r FROM: Building Department DATE: An Occupancy Permit has been issued for the building authorized by BuildingPermit #.....106 O U _...___......... ................................. ._......._.._......_.........._ _.. __....... » »..» _ issued to ....... _... ...... 1�............_/.............. ................ _.. .. _..._»_.»......_..__..___ Please release the performance bond. THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) M A�C(, I DATA .. -•.. .-�.�. ..-... .. � . � . . . . . . - -; ... ' .., .,:�:�'BUIL.DING• _PERI�III'T�`�"• • TOWN OF BARNSTABLE, MASSACHUSETTS i> 1U9--0 3J DATE 19 IS PERMIT APPLICANT 04l ADDRESS.•' '—• (NO.) (STREET) (CONTR'S LICENSE) NUMBER OF i re•_•. i - I , PERMIT TO .:�Sll11L. i.Jl, •Lj. . f'i: (=) STORY ). �.:•:i.�.l � ..inli.,.i.I.L..L.i.{DWELLNG UNLTS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) '. i , ZONING AT (LOCATION) .a�i' .I '" - ` DISTRICT (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT, WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN.CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: i S AREA OR .,!, ! .;(i ti . :.;'.! .PERMIT�•V J �• 1 •-• ' VOLUME ESTIMATED COST (CUBIC/SQUARE FEET) OWNER - BUILDING DEPT. • ' •h ADDRESS } ) ' BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED 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 THREE CALL APPROVED PLANS MUST•BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR IL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR CARD KEPT POSTED UN ALL CONSTRUCTION WORK: T ELECTRICAL, PLUMBING AND 1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIREO,SUCH. BUILDING SHALL NOT BE OCCUPIED UNTIL MEMBERS(READY TO LATH). FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE - OCCUPANCY! POST THIS CARD SO IT IS VISIBLE FRO STREET BUILDING IN ECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 3 HEATING INSPECTI N A PROVALS ENGINEERING DEPARTMENT 1 ' J OTHER 24 air _ BOA LTH WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT WILL BECOME NULL AND VOIDF'CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE; TOR HAS APPROVED THE VARIODUS STAGES OF WORK IS NOT START`fl WlftIIIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONLrOR.WRITTEN >" CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. i i I i �o 339 0 i Oc' C T • J d. O Q Q I J = u�F L z -77, 000 + SF o = _ s ,e v 1? 7-IFIEr PLOT PLAN PREPARED FvR: LOCATION., L-18 KETTLEHOLE RD W BARN . 3�_'ALE: 1 "=v;,' ' DATE: 4/25/67 REFERENCE: PB 3. 1 PG 99 KEN ZEGHIBE I HEREBY CERTIFY THAT THE BU.ILDIN3S 'SHOWN UN THIS PLAN .IS LOCATED )N THE 3POU.NO AS SHOWN HEREC'N. -BUILDINGS -CLNFORM TO SETBACK P&iUIREMENTS Oi'y�� _uF THE TOWN -WHEN CONSTPUf3TED. i r oo� ARNE y�x, Jown cape- engine-rind 026348 aAu N CIVIL ENGINEERS c & LAND SURVEYORS RJUTE oA YARMOUTH MA DATE PEo. L D 3L:RVEYOR SEC'nON - SEWAGE *T A v>4r.;;ttj -SEPTIC TANK - "0"BOX - 3 -LEACH TOPgF FON p60We. "S"OF103TO p" LA In- loge* OUT- IN• OUT• Im. .� - f rAT' H ../ �r t ZCPTIc tit D VL. TANK 10.11 /-7D,00 IO.Ev. F toToi -''/" a v o ELEV. C&AV. WASHED Groh¢ f '� ,—a•-.., N r 1. TEST HOLE LOG Pi� &zo �Z FITS `- TEST t3Y � E-11 WITNESS �jTEST' DEStGR! - -, -BEDROOM HOUSE �O � T.H. 0 1 T.H. 0 2 ` a L' -UG ELEV.�I�Z ELEV.7S#) t N •] r ��/ � s �7tL isl f!I Cott. L Z OtSNPOSER OI DER Y• , U 24 7ZZ -71•g PERC RATE MIN/tN. t; p FLOW RATE .�tfr (OALJDAY F tr,11< tic _ - (,J�� SEPTIC TANK 440 (1.0- i r 40 REVO SEPTIC TANK SIZE D I . %f •� t Go ci LEACH FACILITY ++ },np SIDE WALL " . !? :Z ,5) G D.� a I# 4� �L IJ 1r4 --foZ.Z 1 4 !✓1 t 1 BOTTOM Z 3�--sue=-1 1,o) G 1D TOTAL 11:51F • yd,�,, ,, z2O.c�o - USE: 'tab �-�x LEACHING Pla �4 >uGJ j1?�1r�LZi.VF YLI CIF 1'�.` _ ABUT'[E R_I' WATER ENCOUNTERED w....-... . NOTES: IUMESS OTHERWISE NOTED) }I t DATUM{MSLJ ►+ TAKENFROM t• QVAOaANGLE MAP � C•►,y'; .t ,,' 44 I t � .^.MUNICIPAL WATER Ur --AVAILABLE t✓� � LOT I 1 �� 4.PIPC PITCHt OI PER FOOT 1 _ i h_ .':f } 1 f�4�• �� ',_wt� •.Lf:SIQN IOAQINC FOR ALL PRE-CAST`IJNtTSt AASHO•^...y"�..L.S-i+fT--- 4A •• - i 2 S.MIN.GROUND COVER OVER ALL.SEWAGE FACILITIESt(1)FT. •' ' +^ Y `� _A T + i� �/ )LIME; 6.PIPE JOINTS SHALL OE MADE WATER TIGHT F [' 1��J '1 j'Y� � :i j 7.CONSTRUCTION DETAILS TO OE ACCORDANCE WITH COMM.OF MASS. ��;.'` � R � 5o � }� .�"�..• STATE ENVIROMMIMNTAL CODE TITLE f t LOCUS. ZIP��OMM14LukirE: eSth•K! p�J�c{I , } R6Li..�ACtP Tl:}J�`L: .c:1NEER ` ''1✓ REF: -- _ ©t'✓F�+ eape @ogiftee'ri +�, .�; . PR EO t=ORt • CIVIL ENGINL•ERS �•-�, LANSO WA VUYORS '�+� s# -- 80ARO OF H--ALT �� _RG �IIKO bugYEYoa~ p ,� CONT UAS ooNG) -o-o-o-o- APPROYEO DATE - �� *� 11 ~ R aft,, SCALE�� AT w �D F. (PROPOSED) �I 1� • Ok 73D1— �Al'k Assessor's offioe (1st floor): t'r G D 3 p p-TIC SYSTEM MU Assessor's map_and lot number ......../.... .. 'G .............. 'AST'ALLED IN C®M o• Board of Health (3rd floor); .. _ 2� Sewage Permit number .......................... .. .................... W171'i TITLE Engineering Department (3rd floor); '� I 7\V RCNMENT House number •......................................... ..9.8................. ALL ACT 639. ouc TOWN REGU ' ypY a APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P:M. only :{ ENGINEER MUST SUPERVISE, TOWN O F B A R N S T A BcL� WN AND CERTIFY V!'R�TIr: BUILDING INSPECTOR .•w�TEAA- To p INSTALLED IN STR't 'Ejl,t_l L� . rJ APPLICATION FOR PERMIT TO ...... ........................ .�t LL Cr TYPE OF CONSTRUCTION ........ ........5�TD(Z:•f...........00.L.0N.i. �...................................................... ""...........o .........19..$.9 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...../aT..... ......... .......i.fto..f:.LV ......................... ProposedUse AYvtt(,y b1S l2-{ -T....................................................................... ......................................... .......................................... Zoning District .....................r..............................................Fire District .......fir Name of Owner..,;f�-,.i -; .J . �.9iPGAf?PET......,�GNI4WAddress Name of Builder .Y1 T F .N4AI T..2 cal ddress..................................................................................... Nameof Architect ..................................................................Address .................................................................................... Number of Rooms / .......................................Foundation ......(.D.(v-r-.e.A-e. !!� ................................................................ Exterior .GLt .M.0 .. 7.. .......................Roofing ......rkS R1�T ....................................................... Floors � ���®D....:r'..LA'{Z`!.6'!' .Interior ........�E-f T .�.... .5... .......... `- r t Heating ....... .W.......�,A.5...........................................Plumbing 2.../2-......�� ............... .... ............ ........................... Fireplace p ..................................................................................Approximate Cost ....�...�. op.................... ............ Definitive Plan Approved by Planning Board _________________�---------197� .. . ...!„�„__-� . Area Diagram of Lot and Building with Dimensions Fee '��5... SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and RegulationAme' o7Bt0b a re di g the above construction. Na .......... ..... ........................................ Construction Supervisor's License .................................... ZEGi!BE, KENNETN & MARGARET g. No .3 0 6 8.0 permit for ,.,Two Story ................. Single Fami1X Dwelling Location Lot #18 , 98 Kettlenole Road - ................................................................ West Barnstable ..........,.................................................................... Owner .....Rtenneth & Margaret Zeghi1be f r. Type of Construction .....Frame ..................................... ............................................................................... Plot ............................ Lot ............................... Permit Granted .,, April 28, 8 7 � 19 Date of Inspection ....................................19 Date Completed �`. ..........]9 Y' i - Assessor's off'6e (lst"floor): Assessor's map and lot number ........�....... THE r Board of Health (3rd floor): Sewage Permit number "' :�.._.......�...... t BABa9TLBLE, ! Engineering Department '(3rd floor): ....... ° N a 30• . ` House number .......................... .............. �0 CFO YPY d• APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P,M. only. TOWN OF BARNSTABLE BUILDING INSPECTOR i r_D (JVJt L t� N C-r- M APPLICATION FOR PERMIT TO ...... ...................... ................................................................'............. TYPE OF CONSTRUCTION ........ ......... T0R�j „.,,, CO L O N 1 ......................� ................ .................................. .....1U ­.................... ........19..;�" TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: �aT / cE otE D. Alm 13 S� ,et Ig Location .......... ....77..........1Y............... ......F.�.......... ..:.�..:.........._ ...............L .....c ..................... Proposed Use ../�Iv�GI.E {�tv�tLy btS?.12 ` ...................................................................... ..................................................................................................... Zoning District Rr..............................................Fire District ..Wlwc....... RJ1STiAcI3l E/✓gCTN,. � �IiPCPET./.. Gf/AffAddress /�OI�U�/hC.CT Name of Owner ............................N............�.... ��.............,..� i Name of Builder n.Y1T ..t"IvI�M2�oA�E.T...2cHladdress .................................................................................... Nameof Architect ..................................................................Address ....................I............:......... ......................................... Number of Rooms .......................(0.......................................Foundation ......GD(..G.1r..... • g .....'�SP44R;!-T... ...........................................Exterior G�-1hPT�0�t(?-�..i."...�?..E-�'(Y�.tr?•(.�5.......................Roofin ........ Floors ,AV!L d_OD....:� ..G,fYfZ`V....T.........................Interior ........ !-►ATE. ...-.S V1!! ................................ Heating .......r..�k)f.. .... ..?.........:.................................Plumbing ............2.....2:-...... �..f +:`�.. �.. !.....................,.... Fireplace ..................................................................................Approximate Cost .... ...�. ./.. ..................................... Definitive Plan Approved by Planning Board 12— Definitive Area .......................................... Diagram of Lot and Building with Dimensions Fee ............................................. =SUBJECT TO APPROVAL OF BOARD OF HEALTH } OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ff Name .. .... LGc,� ..,J.,;,.... -............................ ..... Construction Supervisor's License .................................... ZEGBIBE ` ^ " D���^~^~ ~ ~~^~~^^~~^ A=109-033 30680 Two Storl, � No ................. Permit for .................................... - Single Family Dwelling ' ------------------------' ' Lot #18 , 98 I{ettlebole Road . Location ---------------------� - ' ' West Barnstable --------------------------. ' - C)wne, ........l{��g��tb_6_Mbaz�a��e�t_Degbibe ^ ����m�Type of Construction -�� -------_ ' ' --------------------------. P|cv -- Lot ----------' - , . Permit G,onnaJ -.Ap.Kil-28«____]y 87 _ ~ ` , - Done of Inspection .....................................10 _ ` Date Completed -------------lA . ' . ^ ' . . � . ' ' / . . . � _ . ` ' / . ^ J� ^ . ` i y i MATERIAL LIST. FOR 8'x8' BARN 1 QUANTITY SIZE DESCRIPTION BOARD FEET l Project Plan B-2004 MATERIAL FOR CONCRETE FLOOR (OMIT IF WOOD FLOOR IS USED) SALT BOX STO �AGE BARN I 1 3 4 Cu.Yds. Concrete 1-3-5 Mix This plan has been designed to enable you to build this barn in any one of three 1 Cu.Yds. Gravel Base ' 8 1/2" Dia.x10" Anchor Bolts With Washer And Nut _ sizes. Note that the. plan includes a complete list of materials for each barn size. 64 Sq.Ft. 6"x6"-#10 Wire Mesh Reinforcing Order only that material listed for the barn size you decide to build. 32 L.F. 14 Reinforcing Rod t' The instructions listed below are the some for all three barn sizes. Study the ~ ' 4 PCs. 2x4-8' Bottom Wall Plate, Treated ' 21 instructions carefully before starting construction. Sheet #2 shows details which MATERIAL LIST FOR WOOD FLOOR (OMIT IF CONCRETE SLAB IS USED.)5 PCs. 4x4-8' Treated Floor Skids 53 DESIGN NO. BiNN 2 0 0 are common to all barns. Shown on sheet #5 are rafter cutting templates and diagrams 2 PCs. 2x4-8' Box Sill, Treated 11 pertaining to the roof frame construction which is also common to all sheds, 2 PCs. 41xB'-3/4" T&G Plywood Flooring 645q.Ft. : 1 Cu.Yd. Gravel Base y Shown on sheets 3 and 4 are separate plans, floor framing plans and wall framing 4 PCs. 2x4-8' Bottom Wall Plate •21 elevation for each of the three barn sizes. Follow only the ,plan for the barn size you MATERIALS FOR;WALL &ROOF ` w. decide to build. 9 PCs.- 2x4 - 14' - Wall Studs, Cut For Two Pieces 84 8 Pcs. 2x4-7' Wall Studs & Cripples, Front Wall 37 • 4 PCs. 2x4-8' Wall Plates, Top 21 r INSTRUCTIONS: 2 PCs. 2x4-12' Gable Studs Cut ,16 /� z� '�► 5 PCs. 2x4-10' Rafters, Cut 33 The Storage Barn rn has been designed to set on a wood base or a concrete ` 1 Pc. 2x6-8' Ridge Board slab base, If our Sfdra_.,e Barn r b 1 Pc. 2x4-12' Rafter Tie, Cut Y 9 is to set on a concrete sla be sure to omit - 1 Pc. 2x6-14 Door Header, Cut For Two Pc, 14 .` 1111III II, ,i,I I •! the lumber listed for the wood bases stem when orderingour material. 1t y Y >;.'$. GsR :;:;:::...>..;:: 4:x8> �/8' .: ��.:;. 1�`.aY#�1.SId#: �::.:..:.:.:.... :.:::.::::: .n>:. 25�. : E l+i ..:`::: ...•� , < f 1 . Before starting construction n study the plan and instructions careful ly. Y Be sure to check our local code requirements and if required obtain , .:.:..::.:.:. . 3. permit. Remove sod under the shed area Remove earth to`a de th f 4 .....: ........ ;. .. :::.:.:.:..'. ��, Fill gravel.P area with coin acted , 1 : , >:;:'.I0 f'cs >'.::•::�'.:.::::.. ... zc4 8:.:.: ::.. r Tr€re::..& ::aEs : . ::.:.. :... >..''::'::'::c' _..� y . . :: :. :::.:.. <.::<.;�.:,.:..: .;.:. ..;. ...<..•'.;:.... . .. � trag>::.: :<.::<..::.:.:.::;.>.::.. ....,27.:,.>..>,:>...:>::........:>.::> � �� � ;c � 3. Position the 4x4 floor framing in places aced 24 io.c. Make sure 3 Pcs. 4'x8'-1/2 CD 24/0 PI wood Roof Sheathing 96 Sq.Ft. rr,y t'`4l Y + + ' — all the 4 X4 ate level. Tie the 4x4 together b Wallin the treated 40 L.F. Metal Drip Edge ( ���1 J�ti . �1 „�' 4y, `Y ;''�vy�VjrI'r l�s _ a y ,. � �� '' Y11 r7; w� 9 Y 9 rW,u �,� r,i; �ti�i �ili�,1b4. � 1 Roll 15# Roofing Felt j 2"ac4'" to bath ends, 1 1/3 Sqs. Shingles For Roof 4. Cover the floor framing with 3/4" plywood and fasten using 8 penny 1 „ Roof Vent - ' ,� <.:....:.:::....»..:: :.<:.::�..:. ...:.......... ..::. ...,:.>:...: ::>; ..> :..:> ..:::::....:::.,::..,..:.....::::.:;;:... .:.:....: nails 6 on center at edges and 10 on center at intermediate joists. ».:.:.: . NAILS AND HARDWARE :. . .. ......:.' a I 4 lbs. 16d Common Nails Coated, Framing ..,.. , 2 lbs. d ., ,::: . ...:. .::. ;..;.."::: : .>< ,. . � .::.v.;:.:. ,..::: NOTE: Now that your deck is in lace you have a `good working surface 8 Common Nails Coated,..Plywood ., g:. fit^�a'� '��1 ����r�� � �€ .� : � '�.: ; : �c f �. �arts ::' . � Y P Y � , 1 16. 3d Common Nails Coated Door on Which to work 4 lb. 8d d Galvan zeSiding t Nails » 316s. 1 1/41, Galvanized Roofing Nails - ;:: ::.: : :..:..:.. :... . .:'. _ .. �:- ,....... ...... 5 Assemble the four wal panels using 2x4 studs and 2 x4 • _ .P 9 2 lbs. 8d Casing Nails, Trim �• 6 6" "T" Strap Hinge: " top and bottom plates. Follow the wall framing elevations. Nail through 1 Swinging Door Latch With Lock Latch plate into the 2x4 studs using two 16 penny nails per the toy and bottorri pi g p y 1 Door Head Bolt W/Chain & Screws MATERIAL LIST FOR 16;'x8' ARh stud flap and bottom. t.. . ' - _. 1 Door Foot Bolt W/Screws I , QUANTITY SIZE DESCRIPTIO BOARD FEET ___._.._ . NOTE Rear aid fronfi wall stuffs are cut from l4 fect ion 2"x4" s, MATERIAL LIST FOR 12 x8 BARB MATERIAL FOR CONCRETE FLOOR (OMIT IIF WO { OOR IS USED) y , g I sa 3 Cu.Yds..,: Concrete 1-3-5 Mix QUANTITY SIZE DESCRIPTION BOARD EET t` t 1 3/4 Cu.Yds, 4 Gravel Bose Tilt wf 1. anelsju into lace s artincr with the:rE r` ,., , p . , p- P �evall. Make sure 12 1/2 Dia.x10 Anchor Bolts With Washers And Nuts MATERIAL FOR CONCRETE FLOOR OMIT IF D.0 ( WOO FLOOR IS USED) 128 S .Ft. 6"x6"JI0 Wire Mesh IReinforcln _ " walls are plumb and square. Secure wall panels f( `blase: structure., 48 L.F. 4 Reinforcing Rod g ' ' l y Nail panels together at corners,. Apply plywood 2 1 4 Cu.Yds. Concrete 1-3-5 Mix # Brace as necessar 1 1/4 Cu.Yds. Gravel Base 2 PCs. 2x4-16' Bottom Wall Plate Treater.' 21 4 - siding to front and rear walls using 8 penny nails s iced 6" on center 11 1/2 Dia, x10" Anchor Bolts With Washers And Nuts 1 P Y p 2 PCs. 2x4-8 Bottom WalI Plate Treated 11 I 96 Sq.Ft. 6"x6"-#10 Wire Mesh Reinforcing " at edges and 12"' on center along intermediate members. # MATERIAL LIST FOR WOOD FLOOR {OMIT 1F CON�RETE SLAB IS USED) 40 L.F. 4 Reinforcing Rod 9 PCs. 4x4-8 Treated Flair Skids 96 P 6. At each gable end brace the ridge support stud in lace. Stud should ' � _ ,' - 2 PCs. 2x4-12' Bottom Wall Plate, Treated tb 2 PCs. 2x4-161 Box Sill Treated _ 21 be 26" inches long:and centered 3'-6" back from ouitside face of 2 PCs. 2x4-8' Bottom Wall Plate, Treated 11 4 PCs. 4'x8'-3/4" T&G Plywood Floor? 128 Sq.Ft. front wall stud.; r MATERIAL LISiT FOR WOOD FLOOR (OMIT IF CONCRETE SLAB IS USED) ;: t 3/4 Cu.Yd. Gravel Bosse 7 PCs. 4x4-8' Treated Floor Skids 75 ;_. 7, Set the 2"'x6" ridge board in place on support studs.. 2 PCs. 2x4-16' Bottom Wall Plate 21 2 PCs. 2x4-12' Box Sill, Treated 16 2 PCs. 2x4-8' Bottom Wally Plate 11 8. Cutting the rafters is simplified by using the rai'ter template on sheets, 3 PCs. 4'x8'-3/4" T&G Plywood Plywood Flooring 96 Sq.Ft. MATERIAL LIST FOR WALLS &ROOF Using a 10 foot' long 2"x4" cut one set of rafters. Set rafters in place to 1 1/4 Cu.Yds.. Gravel Base 11 PCs. 2x4-14' Wall Studs. Cut Fo Two 103 2 PCs. 2x4-12 Bottom Wall Plate 16 12 Pcs, 2x4-1 Wall Studs" &Cut es Front Wall b check for accuracy.before cutting any additional rafters. (Be sure to ' PP 2 PCs. 2x4-8' Bottom Wall Plate 11 2 PCs. 2x4-16' Top Wall Plate ll 21 use the same rafters set as a pattern for all additional rafters.) MATERIAL LIST FOR WALLS &ROOF 2 PCs. 2x4-8' Top Wall Plate 11 9. Nail all rafters' in place. Nail 2"x4" ties to rafters spaced 24" on center. 10 PCs. 2x4-14' Wall Stud, Cut For Two Pieces 93 2 PCs. 2x4-12' Gable WaHI Studs, ut 16 10. Add 2x4 framing to gable ends, 10 PCs. 2x4-7'r Wall Stud &Cripples Front Wall 47 9 PCs. 2x4-10' Rafters, Out 60 2 PCs. 2x4-12 Top Wall Plate 16 11. Add 2"x4" soffit nailing blocks to each rafter. 2 PCs. 2x4-8' Top Wall Plate 11 1 Pc. 2x6-16 Ridge Boarrd 16 . 2 PCs. 2x4-12' :' Gable Studs Cut 3 PCs. 2x4-8' Rafter Ties 16 _,. 12. Attach plywood siding to side walls using 8 penny nails space 6" on center, 16 1 Pc 2x6 14' Door HeaderR.Cut 14 at edges and 12, 7 PCs. 2x4-10 Rafters Cut " on center along intermediate studs. t2'1'es. :< x8r : :;:.' Pt d P�an�1 Stc1a 1 Pc. 2x6 12 Ride Board :::: `.:.........::. .,... o0 o i S center, g 12` ...<:,::....: ....: *>: ..:.:>'.....: .. 13 APPIY Plyw d'shegthing to roof using 8 penny nail b" on en r, 1 Pc. 2x4 12 Rafter Tie Cut For Two Pieces .. . .: :. :.;>::..':;::. ;•:::.:,:.:>..:..:.::..:'�:::... <>. ::;::<..> .:: ,: . .; , :'..:.....:. . along edges and 12 on center along intermediate members. ' Gab ~asresai `1 PC. 2x6 14 Door Header :: .::.:.. .... . .,;.:... :.:.•;: ...::. Cut 14 ..:::. .. .. .::... .:. .:...... ....<'::.: ..:` :: ..< " „ ," n " u " n . .„::.... . .....:._:.,.. ... . . .:: . . . ....... ,.. <. � . .:.: . ...... :.. Attach 6 fasc a' 1 x4 rake board l 4 soffit, .:.......::.. ...::.:: .. .... ... :..: .. . . :..� �1's...... . .: . . .. . x4 fix::.. .. ... . . � e.Softi t .:.: : .. .<:...> .. .:....: t;T,:.,..,..;.;:::.:< 14. 1 x i x 1 x4 corner <.::.. . ... .T.� :. ...:. :..�.x .: : ...:::. .fit t... .....:. :: .::.... .:.:.....:.:.. . .:.� ....:*::: ,.::;: .;>::..:....::.:.:; .. ..::.. boards and door casing. ... .. ... .:. . >..:_:.. ;::;:.:.•.::a::::>:. .:.. ��i.'•'.>::.::,..:...:....:..`: >;.. ::fit FYI# i �.. t. .. . . 1�F . :. .... . .. 4...III .. :. 15 Cover roof area with 15 roofing felt and a Iasphalt shingles � Si: . 1... . . ....t.... . ....... ..: . :.. :... ........:: $ . ::........ .::.:::.. < ;:.� fix.. .. ... :... . . : manufacturer sinstructions. .-... _ .. .. � . . .:...: ....::..... .... ::.:. wing .. LM a ..::.... .::.... ..... ..... . ............... .. .. : ... .... .......,:... l. ..l�cs• . ......... . .....I �€-8 . ... .. ..... .. .-'f#�F S#des . 6 A 4 trim boards to plywood for r using ». ..... ,... <.. . . .:.: ..:. x i door v u and nails, 5 PCs. 4 x8 -1 2 CD 24 0 Plywood f Sheathing 60 S .. : / / y g 1 Sq.Ft. i?cs t4: .. Co �r.l3v. s <:<:::. '1'� <::<>..:•>.:.a hang door. Add door latch.>....:. 60 L.F. eta Dr" Edge Inc.: .. :..:.....<:...:>..:...::..:..::.::..:. : :;:...;:...:.._.,.:..::.:.::... ..... ..:.»<...:>>.::.:.. 17 Paint r stain siding and trim as desired. Roll Roofin Felt -1 4 PCs. 4 x8 -1/2 CD 24/0 Plywood Roof Sheathing 128 Sq.Ft. 2 1/3 Sqs. Shingles IFor Roof 50 L.F: Metal Drip Edge 1 Roof Venit 1 Roll 15# Roofing Felt 1 NAILS AND HARDWARE - 5 lbs. 16d Common Nails Coo ed Framing 1 2/3 Sqs. Shingles For Roof ; 9 ' Revised 9/24/86 1 Roof Vent 3 lbs. 8d Common Nails Cowed, Plywood t, NAILS AND HARDWARE 1 lb. 3d ' Common Nails Coo ed, Door Siding 8d 4 16s. 16d Common Nails Coated Framing 4 lbs. Galvanizedg N ails 1 NATIONAL PLAN SERVICE, INC. 3 lbs. 8d Common Nails Coated, Plywood 4 lbs. 1 1/41, Galvanized Roofin Nails 1 lb. 3d ' 3 lbs. 8d Casing Nails, Trim i Common Nails Coated D r - 00 - _ a 6 6" "T" Strap Hinges This plan has been prepared to mieet pro- 5 lbs. 8d Galvanized Siding Nails 1 Swinging Door Lat � With Lock Latch SHEET NO. 1 3 lbs. 1 1/41, Gaavanized Roofing Nails fessional standards of construction. A 2 lbs. 8d Casing Nails, Trim 1 Door Heead Bolt Wi h Chain & Screws 6 6" "T" Strap Hinges l Door Foot Bolt W/ crews careful study of plan instructions and TOTAL 5 1 - Swinging Door Latch With Lock Latch y dimensions is advised before starting work t Door Head Bolt W/Chain & Screws 1 Door Foot Bolt W/Screws ` PROJECT PLAN NO. B-2004 f METAL 8001: VENT 4 � - k f 2 r' "f 6't FASC to : 3 : i IZ SHINGLES 1 >r 4 p a px, „ s x4 1 4 f I 1, 6 x I >t4 4 i I a , x4 I S n q _ � 1 /a PLYWOOD SIDING aDSt�NG � � y r a N 5l�UlNGtP.16. .DOOR LATCH w 4>< 4 I T- Hw&Es W .L OGK LATCH , .. .. .... FRONT ELEVATION LEFT ELEV. REAR ELEVATION � RIGHT ELEV. , - .1 " 1_ a •1 t1_ �_ 11 .Y u, it-on , M . '' .! u_ , n SCALE•/4 1 0 SG,4L£•/4 _i 0 SCALE. /4 _i o 3-0 SCALE./A _I -0 2 >< 4 N g i TIE i >.: ZA III ?' _N 5 „ / Y I PL t(FppQ f 1 _ .,T:. i3 1 t SIDING X G 1 r Z 4 RIDGE TY. HEADER V O T , .,. SPPR - a NE SIDE .: N ff � 9 _ IZ _.> x ' MAILING BLOCK 2 xGa 1 G O R z 4 A &L R © E t a IDoo 3 µ f DOOR r-vR SOFFIT RQ F O STR T10 0► G N U G C� ELEVATION iux60 FASCIA r -- SHtt�tGLES d SC-ALEs3 5"W-O,t o Yp l' >< 15 ROaFINt+ FELT i T• GPLYWOOD t. I A - F. .at K 4 62 1 i 4 5oFt=t-r n f PLY,lJ00t7SHEATHING 48-0.G. 2 I " � RIPPED „- n ., I x 6 R PED N � Z X4 24 D.G. TO SIZEIr I is ,, I X4 FRIEZE 6D. _ o0 r. o o aREATED m x Z 4 v' Zt'>< p L TE I°Y-6" FASCIA 0 4 P A _ 2 fg. NAILING'16LOGK I p;4 SOFFIT , N 4 FOR `SOFFIT ISOMETRIC I )A FRIEZE 'Bp. GAL1-3 " uj t- ; � r �i 2 4 1 „ p X PLATE Z 4 P E e , p t- NAILtNCa 2 PLYWOOD SNEATHtNG „ `" O F BLOCK Z 2 ><6 FiEAD6R5 5 I a P YtUO O t 1 , �n t- � . STOP „ o � : - K. _ METAL !n a Z ><g i�AFTER tt1 r:: x6 RIPPED DaoR m I DRIP _ z _ O To StzE 0 _ EDG �9 F I N \ d x 1 O 11 p [ >< DOOR tl t 4 D R trt x 4 2 x 4- 24 o.G. GABLE TR IM ' cY a ,,. T t EN D STUD „ - 4 s/8 pl.Ywoop i:LODR � I S '=T 6,p 5101NG /4 LYwOoD w it x �- 2 ,r<¢" PLATE F OORIWG 2 4 , CORNER BOARDS N u u ' MEAD _ I u� a i1 n n' Z x q• Z4 D.G. TREATED 2 4 2 X OPTIONAL 4 st�untG, 4 MOTE- CDMRE E FLOOR I 7 T , GRADE OVERLAP SIDI►G BY D n n 4 AP`PROX. / �t' n RAKE DETAIL 2A - +/Z,,+ *10" ANCHOR 5/g"PLYIVOOD LO KI SIDE IuALL PANEL p N „ B G N� n p SCALE: a_ 1_ u QfpLTS-SEE -GONG. SIDING Z x4 STUD 24TUQ$ LALE I t O p �/ 5LA6 PLAN Fo N` tt ,1 e - Pu O R ttX it 2 X4 CRIPPLE SIDING 4 GRAVEI. BAStr n M i _ _ A CHOR L CATIONS 14 TRIM 9D. FROWTOR REAR WALL # DOORSTOP wigr=` £SH i_ItDOS "T-HINGE M ,, 6 t : S , x , ;- 4 -DOOR TRIM JAMB OR -_ BUILDING SECTION � .� CORNER DETAIL , SCALE=I"=1'-OII " 4 scaLE: ' DOOR AIL , GALL: /4 I q:,4'S43'M c Me..5rxta„ro ".. ..„ .wa. «,.. • SHEET 2 : B 2004 TOTAL 5 f s Y 6_x 8 SHED a 2„,�41 2,1,.411,24"o.G• 2"x 6„ RIDGE BOARD k, 2"x4''-24"o.c. 2-2nK6"HEADER 211x4.1 t x4" PLATE - 12" CRIPPLES- 12„ - n n Go-Olt Z4„ �;1, 'Z"-4 24•"o.c �`� 24• 24 GUT OUT BOTTOM 2oi11 24° 24" 20'/ ' LAI _ PLATE AFTER WALL Z 2 Z PANEL IS IN PLACEOL LI ,1 „ n '�/q'PLYWOOD I/n , " " 4n X4" 15-IOVq FROWT-PANEL D 3 2 -7-S LEFT S{DE-PANEL. coo 3�2 FRONT FRAMING LEFT SIDE FRAMING SCALE:'/4"=I'-O" z,1*4" TIES-4S"O.G• n n r9CAL.E"�2V-I'-O" a ' 2 x4 RIDGE Z14,40 SIplINC� m _ SUPPORT 12 NAILER Fi'�4. k ' _ w F= s 22'i1� 24" 24° 24n Z4" 24-" 24' 24" \N � o � � 3 k a Z Z,0.c. o 20!z 24" 24" 24, w u! g, . 3 n " " 3/i .7-5"P.!6HT51DE-PANF_U' 31/2n s 15-10 /�- REAR-PANEL A � _ i REAR FRAMING RIGHT SIDE FRAMING t SCALE�'/4"=I'-O" SCALE:y4"=1,_O„ it i 4" GRAVEL I 71�11 PANEL"BI, -o v I TRIM PLYWOOD FLOOR / 1, 20, N 3 z 20 s, 24 24 2 AT THIS END it It — - / N TO '/2' (�K10''ANCHOR ,! `� ?REATEO ct PLY6UOOD . I FLOORING BOLT LOGA710N\ tt1 N / 4"�4" N i N •. . \ � PAIR ' 2 BUILT UQ _ O nd N DOORS o y ° W/6XG*10 in 1114 WIRE MESH TREATED i — N 2„x 4, \ O N Z o a - t '• ' ' _ = PANEL"C" [Itoi FLOOR PLAN I CONC. SLAB SALE: '/4„= 1�-0" FLOOR FRAMING PLAN SCALE-%}"_I'-a" PLAN � � I SHEET 4 SCALE=''/q:'-1'-0" ,. i B - 200 4 TOTAL 5 .i• 1,, I` . i>�, ='-/ •'°_71 �`� /y� c- / '�- `� xa,» �; '' - ' ,a s X. }•,e i 9'. r b. � A , � 1 . � ;- a . � .1 . I .1 I . - � - 1. I . � )l . .,4.v . I. I . I "*`-.---,- - -.4 *1- - ,:.11 I.- I..c , �`- S' ,sr N 'r yF ;. _ _ • ..T, s a3 µ - I .P ._ .._. a, .. c e•: �� 'M•a.1. +. .wflw,r j F. . . - 1 i . t '47 \:� ..d ' - . Itl.- , I .1,-1 k—- ! I i il 1.11 ,,iE� —]-� 1-:� !�!�','�, - . —, , . , . _ t ,' - , . f �. % . A — �--_ 4 7. �[ . 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