Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0039 FOREST HILLS ROAD
�� �"�R�5� J-1 l,t�.S �'� � - - � . �- _ _ - - - p r --_ I �+- S� I I \' t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION oo Map b Parcel p0.5 Application # a Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive PlanApproved by Planning Board Historic - OKH 1\r o _ Preservation / Hyannis Project Street Address �J�1 � 5�ON k\,� Rok,�, Village c}Ll A- Owner a,,le,. r- J�„�,.,.� ��c�.�� Address �� l oorYs� (Is Telephone 501i (20 MA U263S— Permit Request Da- 5s z k` ( o h hvk t Q� c �Cc.Ul 5 J c t I c CA w�` home G�cLtr16CA- 0.53 V-,H C. P" k's Square feet: 1 st floor: existing _ proposed 2nd floor: existing proposed __-- Total new— Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type L Lot Size Grandfathered: ❑Yes ;d No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure �s A�-S • Historic House: ❑Yes ;dNo On Old King's Highway: ❑Yes XNo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) - Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing ffi�- New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new siz YF _g g g �Pool: ❑ existing ❑ new size � Barn: existing 0 news sizeM4- Attached garage: ❑ existing ❑ new sizdVtrShed: ❑ existing ❑ new size 1AOther4-4 f 00 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes gNo If yes, site plan review# Current Use [�tS�G��n �� Proposed Use /Vo Vln�-V\-C - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name w6n-0of-a-� sb`n Telephone Number �� • �{D ��35'1 Address Ida— -t VI)e 4e-A ��� License# C w Home Improvement Contractor# Email Cc Worker's Compensation # 6 ' n 1--06 ALL CO TRUCTION DEBRIS RE LTA G FROM THIS PROJECT WILL BE TAKEN TO (Q dc-wr,DS SIGNATURE DATE �lKti r ,1 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER i DATE OF INSPECTION: r FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 0k l Zi lVh' DATE CLOSED OUT ASSOCIATION PLAN NO. DocuAgn Envelope ID: 1199EOFD-EBAC-41BE-8B3E-BFOEA9B3EAA1 SolarCitY AMENDMENT MENDMENT � v Customer Name and Address Installation Location Date Paula J Keating 39 Forest-Hills Rd L5 10/2/2015 . James R Keating COTUIT,MA 02635 39 Forest Hills Rd L5 . COTUIT,MA 02635 �. Congratulations! Your system design is complete and you are on your way to clean,more affordable energy. Based on the information in your System design,there are some amendments we need to make to your Power Purchase Agreement(the"PPA"),The amendments are as follows: • We estimate that your System's first year annual production will be 11,699 kWh and we estimate that your average first year monthly payments will be$85.70.Over the next 20 years we estimate that your System will.produce 223,193 kWh.We also confirm that your electricity rate will be$0.0879 per kWh,fixed for the next 20 years(i.e.electricity,rate$0.0879 and tax rate $0.0000): Your totalprepayment of$6,000.00,composed of$6,000.00 plus current taxes of$0.00,is broken down into• p p the two payments below: n o Prepayment due when.installation begins:$3,000.00 o Prepayment due following building inspection:$3,000.00 By signing below,you are agreeing to amend your PPA and you are agreeing to all of,the new terms above. If you have any questions or concerns please contact your Sales Representative. Customer's Name:Paula J Keating Power Purchase Agreement Amendment Docusigned by: - Signature: " SolarCity 5A5285A7D3F1480... Date: 10/2/2015 approved Customer's Name:James R Keating 7 00cu$i9ned by: . + ' Signature:' Signature: U.21EIF38ASIP733498 aw1t,5 >�t,a�Ilni� Ly11dO11 RIVe, CEO ... Date: Date: 9/27/2015 3055 Clearview Way,San Mateo,CA 94402 1 888.765.2489 solarcity.com ( - Power Purchase Agreement Amendment,version 2.0.1,June 25,2015 Contractor License MA HIC 168572/EL-1136MR �L'J� Document generated on 9/27/2015 1153543 VVMqG w 004olarCit v OWNER AUTHORIZATION Job#: • • . . Property Address: of �o/�f .P , � L S` ✓,�' D,L t"3,)-- I as Owner of the subject property hereby authorize SOLARCITY CORPORATION to act on my behalf, in all matters relative to work authorized by this building permit application: Si ure of Owner: D te: _ e SOLARCiTY.CON! tl�s�cnet,�► tAeturtene»t o+a�b�srtltt� 004m At eallo R .^0. ogilat >t and 5ti,teltrd a,t�ha« CS-10861b 1 JASON PATRY 821 STEWART DRIVE e �. . . . Abington MA 02151 - Office of Couomer Afhin&0oAam Rcalsdon HOME IMPROVEMENT CONTRACTOR I v } Registration: 1t3672 TYRe ExPGati on: 302011 Supplsmom SOIAR CITY CORPORATION JASON PATRY 24 ST MARTIN STREET OLD 2UNI 1..�— UkSOROLGH,MA01T5G Uo&meretery 77te Co nmoKwealth of massacfiuselts Department of Industrial Acddenly 1 Congress Street,Svelte lo0 Boston,MA 02114 2017 www.mam9ov/dit9c Warkers'Compensation Insurance ATNUAt:Builders/Centradars/Eleetricfatas/Piumbers. TO BE FILED WITH THE,PERM1TfiNG AUTHOPITY. Annticsatlnformatiap Please Print Letrlbjy NlMe 190'erCity Corporalien 3055 Clearv;ew way Y SaneA 94402 (888)762489City/State/Zip; one. Are youan employer?Cheek the xppropriate box: Type of project(required): . 1. l arrtaem 1 gar with 12,500 a loyces(null aadtor ti�}.x. p n m �. .7: Q New construction . 2.❑1 mn a We proprietor or partnership mid Nava no employocs working for nic in1 . 8. O k cmodolirtg 1 any aapaolty.[No wwb='Comp.WsUMM requited.) 3.[JI pin a hnrneowner"r4g'all work mysdC[Nuworkers'carnp.insnnutcerequlrcd.lt 9. [1 Demolition 10[]Building addition ° 4.[][am a Itonwawacr and will be hiring aniftw rs to conduct all work on my prop*..i will ensure fhut all CnnU eM oidrer lreve u url ere,'colnpeasaiion iirsuranco er arc sole 11.(]Electrical repairs of additions Proprietors with no ratgdoyes 12.Q Plumbing repairs or additions so 1 am a gei=4 contractor am f have binsd the sub-contractors listed on the attwM sheet. 13.❑Roof repairs These sub-cortawon have employees and have workers'Cerro.insaraaae i 6.E1 We are a cotperrxion and its officers have cucirwised their right of exemption per MGI,c., 14.[D0ther War panels 152,§](41 and we linve no eatployces,[No woMW camp.insurance mquircd] *Any applicant that chocks box 91 must niso till oat the nachos bsdow showing their wwkacs'componsation policy erfongatlon. r 1lomeoWnots'tft 4ubttt;t this Affidavit indicating t[tey arc doing all work and then hire outside.contractors must s0init a new affidavit iadic sting such ° lContra ms that cluck this box a met attwhad an mklitionat shed sbowbrg the ntum of Clio sob-oontMAM and state WIX11W or Curt those eatilfes have arTloyces, if the nub-contmetors have amplopecs,they mast provide their wakcrs'comp.policy number. . J ant as employer that is providing workers'compensation insuetaaeefor ar employees. Setow fs the policy andjob site inforernrtlo►a Insurance Company Name:American Zurich Insurance Company , WC0182015-0Q 91112016 Policy#or Self.ins.Lie./#: • ExpiratiotT Date: 39 Forest Hills Road Cotuit,MA 02635 Job Site Address: City/State/Zip: Attach s copy of the workers'compensation polk y declaration purge(shoring the policy number and expiration elete� Failure to secure coverage as required under MGL c.152,§25A is a criminal violation punishable by a fine up to S 1,500.00 and/or•one-year itttprisonment,as well as civil penalties in the font ofa S'COP WORK ORDER and a fine of up to S250.06 0 day against the violator.Acol y of this statement may be forwarded to tke Office of Investigations of the DIA for insurance coverage verification. Ida hereby cerd under the pains and penafties of perjury that the Information provider!above is Irue a►rd correct., Siam fl asfln Pair October 5,2015 . c i Offrriat use only. Do not write in Chas urea,fa be completed is y lay or town o,�ficiaL City or Town: . PennitfUeense# Issuing Apthority(circle one): . 1.Board of Health L Buiitlitlg Department 3.C'ttyfTown Clerk 4.k✓Ieetrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: • I CERTIFICATE 4F LIABILITY INSURANCE °AW`�"M°°""V"' 08/1711015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGA11VEL'Y'ANEND, EXTEND OR ALTER THE COVERAGE,AFFORDED BY THE POLICIES THIS BELOW. 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(las)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the ceriilicate holder in lieu of such andorsement(s. PRODUCER MARSH RISK&INSURANCE SERVICES 345 CALIFORNIA STREET,SUITE 1300 PHONE v.• .. . . 1t!_NQr CALIFORNIA LICENSE NO.0437153 E4WL SAN FRANCISCO,CA 94104 A - — AM:Shannon SC71t4t5-743-8334 INSURER S APFORDINO COVERABE __.:..: NAICA 9 Zuruh American insumm Campany (16535 1�301-51'N0-GA6'UUE-15-16 ---,--•--,. u�suRcaa.?. .. wsuRr� - Solwelty Corporation L N!ASan A18w a 94402 NIA 3065 Clean CA W :Alnencan Zurich InsuranceCompany.. COVERAGES CERTIFICATE NUMBER: SEA-MI383" REVISION NUMBER:4 THIS 1S TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTNATHSTANDING 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 13Y THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID WIMS- L7R i TYPE OF INSURANCE '-..._ .....!At�D SUER .. .....-. ,¢�V NUMBER .. ... �POLIGY EFF tMIRODNvvyl POLICY EXP .IDIINVvyl Lw� - A X i COMMERCIAL GENERAL LIABILITY GLO01820164)0 0910112015 0901f10'I6 EACH OCCURRENCE $ 3,000,000 F. I CLA�L464%DE �}OCCUR PREAII.$5 Ea.4�nenS.e,} S L 3,004,000 X ISR$250.000 t MED EX (Any ate peesort). S 3 000 400 .._. . ..... .-_...............: PERSONALBADVINJURY S , GEWL AGGREGATE LIMIT APPLIES PER: k. GENERAL AGGREGATE $ 6.000,000 X�POLICY JPE Q l... LOC PRODUCTS-GOmPWP AGG S. -_+ 6,000,600 OTHER. : A• AuromoinLELweasTY 'BAP81B4017.00 09/0112015 0910112016 COMBINEDSINGLELIMIT y 5 : I � jEs eyed@rJ1!__... .---- --- - X ANY AUTO i I BODILY INJURY(Per peMn) S ALL OWNED. SCHEDULED t . . .+ . x_. AUTOS X AUTOS BODILY INJURY(Per accident) S X X- NON•O'A�D I- f - - - - PROPERTY DArc4AGE. s HIRED AUTOS AUTOS COMPICOLL DED S $5,000 UMBRELLA LIAR OCCUR ! EACH OCCURRENCE 5 EXCESS LIAB CLAttA5 MAQE 'l - i AGGREGATE S DIED 1 RETENTIONS D �WMKERS COMPENSATION (WC0182014-00(AOS) 0901 015 109MI12016 X AND EMPLOYERS LIABILITY -.1 S?41TI�L€_ ER q YIN WC0182015-00 MA 090112015 0a'0i12016 ANVPRaaaIETOR/PARTNEFt/EXEcunvE { ) E.L.EACH ACCIDENT s 1000000 OFFICERNEMAERtXCLUDEDJ XIAI —. —._ _:.. ._. .-.,......:.. (Mandatary In NH) WC DEDUCTIBLE:5500,000. ' E L.DISEASE-EA EMPLOYE S 1.�.�1 n yyeeaa,dasaFae wtdar � , DESCRI ION OF OmnoN3 w v, El DISEASE-POUCY LIMIT $ 1 OOQ ODO DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES{ACORD f91,AddlRonai Remits Schedule,may bn attached It mom apace Is requlradi EvWaw .of Insurance. CERTIFICATE HOLDER CANCELLATION SdarUy Corporation .SHOULD ANY OF THE ABOVE DESCRIBED POLICIt:S BE CANCELLED t3EFORE, ' 3055Clearvi�Way THE EXPIRATION DATE. THEREOF, NOTICE .WILL BE 'DELIVERED. IN San Mateo.CA 99402 ACCORDANCE WITH THE POLICY PROVISIONS.. AUTHORIZED REPRESMATNR of Marsh Risk&Insurance Services I Charles Marmolejo ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2(H4101) The ACORD name and logo are registered marks of ACORD Version#49.2 %% oP.. SolarCity. N OF.�{ September 2,2015 N G Project/Job# 0261749 c RE: CERTIFICATION LETTER 11AL Q Project: Keating Residence 39 Forest Hills Rd L5 . S NAL LNG COTUIT, MA 02635. `. 09/02/2015 r , To Whom It May Concern, A jobsite survey of.the existing framing system was performed by a site survey team.from SolarCity: Structural.review was based.on site observations and the design criteria listed below: Design Criteria: -Applicable Codes MA Res.Code,8th Edition,ASCE 7-05,and 2005.NDS - Risk Category = II -Wind Speed = 110 mph, Exposure Category C Ground Snow Load = 30.psf MP1&MP2: Roof DL= 13.5 psf, Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) - MP3: Roof DL= 13.5 psf,Roof LL/SL= 21 psf(Non-PV Areas), Roof LL/SL= 21 psf(PV Areas) - MP4: Roof DL= 14 psf, Roof LL/SL= 19.5 psf(Non-PV Areas), Roof LL/SL= 10.5 psf(PV Areas) Note: Per IBC 1613.1; Seismic check.is not required because Ss.= 0.19312 <.0.4g and Seismic Design Category(SDC) = B < D On the above referenced project,the components of the structural roof framing impacted by the installation of the PV assembly have been reviewed. After this review it has been determined that the existing structure is.adequate to withstand the applicable roof dead load, PV assembly load,and live/snow loads indicated in the design criteria above. t I certify that the structural roof framing and the new attachments that directly support the gravity loading and wind uplift loading from PV modules have been reviewed and determined to meet or exceed structural strength requirements of the MA Res. Code,8th Edition. Please contact me with any questions.or concerns regarding this project. Digitally signeAy Nick Gordon Date:2015.09.02 09:05:50-07'00' 3055 Clearview.Way San,Mateo,CA 94402 T(650).638-1028 (888)SOL-CITY F(650)638-1029 solarcit.y.com AZ ROC 24377:1,CA CSLB 888104,CO£C 80N1,CT H1C 0632778,DC HIC 7110486,DO HIS 71101488,111 CTQ9770,MA HIC.168572,IAO 3NHIC 128948,NJ 1WH061608001 OR CGS 180498,:PA 077343,TX'TDLR 2700B:WA GCL:SOLARC`91907.0.2013 SolarQty.All rights regerved. _ F - 09.02.2015 - PV System Structural Version#49.2 SolarCity Design Software PROJECT INFORMATION &TABLE OF CONTENTS Project Name: Keating Residence AHJ: Barnstable Job Number: 0261749 Building Code: MA Res. Code, 8th Edition Customer Name: Keating, Paula Based On: IRC 2009/ IBC 2009 Address: 39 Forest Hills Rd L5 ASCE Code: ASCE 7-05 City/State: COTUIT, MA Risk Category: II Zip Code 02635 Upgrades Req'd? No Latitude/ Longitude: 41.645814 -70.446509 Stamp Req'd? Yes SC Office: Cape Cod PV Designer: Rob Kreis 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 = 0.19312 < 0.4g and Seismic Design Category (SDQ = B < D 1 2-MILE VICINITY MAP uovellls pond DigitalGlobe, MassGIS, Commonwealth of Massachusetts EOEA, USDA Farm Service Agency d 39 Forest Hills Rd L5, COTUIT, MA 02635 Latitude: 41.645814, Longitude: -70.446509, Exposure Category: C 1 iSTRU_CTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK MP1 & MP2. Member Properties Summary, MPi &MP2 Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.50" Roof System,Pro erties k_ , San 1 sE ': 12.51ift ' Actual D �S, 7.25" Number of Spans(w/o Overhang) 1 Span 2 - Nominal Yes Roofing Material `Comp Roof San 3 kf A. `10.88 in.^2 Re-Roof No Span 4 S. 13.14 in.A3 Plywood Sheathing Yes San 5 ix 41.63 in.^4 Board Sheathing None Total Rake Span 14.19 ft TL Defl'n Limit 180 Vaulted Ceiling �:•K Yes -,V PV 1 Start�� 1.17.ft'F .- Wood Species.: SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 12.17 ft Wood Grade #2 Rafter Sloe 200 PV 2 Start Fb 875 si Rafter Spacing 16"O.C. PV 2 End F„ 135 psi Top Lat Bracing ': Full n. PV 3 Start` _ 'E *,1400000 psi Bot Lat Bracing Full PV 3 End 'Emb,. 510000 psi Member Loadin mary Roof Pitch 5 12 Initial Pitch Adjust Non-PV Areas'' PV Areas Roof Dead Load DL 13.5 psf x 1.06 14.4 psf 14.4 psf PV.Dead Load. ,x PV-DL '_ ` 3.0 x'x 1 06! 'arm_ ,- -, 3:2 psf' �1 " Roof Live Load RLL 20.0 psf x 0.98 19.5 psf Live/Snow Load LL SL1,2 30.0 psf x 0.7 j z.0.7 21.0 psf 21.0 psf Total Load(Governing LC TL 35.4 Psf 38.6 psf Notes: 1. ps=Cs*pf; Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(Is)p9.; Ce 0.9,Cr=1.1,Is=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1.00 1.2 1.15 Member Anal sis Results Summary Maximum Max Demand @ Location Capacity DCR Load Combo Shear Stress 43 psi 0.8 ft. 155 psi 0.28 D+S Bending + Stress i�� 909 psi i n 7.1 ft 4� 1389 si 0 65 , D+ S ,Bending - Stress 716 psi 0.8 ft. -1389 psi 0.01 . . D+S Total Load Deflection - 0.48 in. 336 7.1 ft. 0.89 in. 180 r0.54 D+S r y [CALCULATION OFiDESIGN WIND LOADS`INP1=&MP2 r Mounting Plane Information Roofing Material Comp Roof PV System Type .r.----- So ar ty Sle kMou tT Spanning Vents No _ w Standoff Attachment Hardware Comp-Mount Tvoe C Roof Slope 200 Rafter Spacing _�R_ : . 16 O.C. Framin T e Direction Y-Y Rafters purlin,Spacing X-X NO' Only ,. _ �NA Tile Reveal Tile.Roofs Only NA Tile Attachment-System Tile Roofs Ofily.L, NAy Standin Seam/Trap Seam/Trap Spacing SM Seam Only NA Wind Desi n Criteria Wind Design Code . ASCE 7 05 " Paitial FullEnclosed Method � � Wind,Design Method __� __, N/__Y_ _ ._ _.��. — Basic Wind Speed — V _ w _ 3110 mph _ �� Fig. 6-1 osur Ex e a Y _�— - p __C tegory__ __: ___.:___ _ - ___- - _ .____.� C___ __. �: - _ . Section 6.5.6.3_ Roof Style — Gable Roof T __ Fig.6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure_—� K= — 0.95 _.__ _ Table 6-3 Topographic_Factor —r_Krt � 1.00 Section 6 5V7 _ Wind Directionality FFactor_ Kd � � 0.85 �R — Table 6-4 ---- _ _ _ D._ � Im ortance Factor_ I. 1.0 r k 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 u -0.88 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down 0.45 Fig.6-11B/C/D-14A/B Design Wind Pressure p p = qh(GC) Equation 6-22 Wind Pressure Up Nun) -21.8 psf Wind Pressure Down 11.3 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Sp-acinq_ Landscape 64" ___ __ 39" Max Allowable_.Cantileyer - Landscape_'_p - - 24"� - - - NA.. Standoff Configuration Landscape Staggered Max Standoff_Tributary,Area Trib 17 sf PV Assembly Dead Load W PV 3.0 psf Net Wind,Uplift at Standoff _ Tactual ,q s 346 lbs Uplift Capacity of Standoff T-allow W �500 Ibs Standoff Demand Ca aci w � DCR 69.2% X-Direction Y-Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever . a Portrait ' "'' w. - W . r..: A Standoff Configuration Portrait Staggered Max Standoff Tributary-.Area ,` Trib 22 sf_ ;- PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift_at_Standoff_ T-actual_. -433 Ibs Uplift Capacity of Standoff.- T-allow 500 lbs Standoff Demand Ca aci DCR w u. 86.5% , STRUCTURE ANALYSIS - LOADING SUMMARY AND MEMBER CHECK- MP3 Member Properties Summary MP3 Horizontal Member Spans Rafter Properties Overhang 0.82 ft Actual W 1.50" Roof System Properties San 1 all 60 ft ± Actual D 7.25" Number of Spans(w/o Overhang) 1 San 2 Nominal Yes Roofing Material ' ',CompRoof San 3` re, r .,, :.� ..'.«YA' 10.88 in.^2_ Re-Roof No Span 4 S. 13.14 in.^3 PI ood Sheathing '`° Yes Span 5- u ,u = ,.I 47.63 in.^4. Board Sheathing None Total Rake Span 12.86 ft TL Defl'n Limit 180 Vaulted Ceiling Yes PV 1 Start 1.50 ft!3,- e= Wood Species SPF Ceiling Finish 1/2"Gypsum Board PV 1 End 11.33 ft Wood Grade #2 Rafter Slope 150 PV 2 Start Fb 875 psi Rafter Spacing 16"O.C. PV 2 End F„ 135 psi - Top Lat Bracing Full, PV 3 Start E 1400000 psi Bot Lat Bracing Full PV 3 End Emig 510000,psi Member Loading mary Roof Pitch 3 12 Initial Pitch Adjust Non-PV Areas PV Areas Roof Dead Load DL 13.5 psf x 1.04 14.0 psf 14.0 psf PV Dead Load PV-DL 3.0 psf x 1.04 .3.1 psf Roof Live Load RLL 20.0 psf x 1.00 20.0 psf Live/Snow Load LL SLl'2 30.0 psf x 0.7 .'1 z'0.7 21.0 psf 21.0 psf Total Load(Governing LC TL 35.0 psf 38.1 psf Notes: 1. ps=Cs*pf,Cs,-roof,Cs-pv per ASCE 7[Figure 7-2) 2.. pf=0.7(Ce)(Ct)(IS)pg; Ce=0.9,Ct=1.1,Is=1.0 Member Design Summary(per NDS Governing Load Comb CD CL + CL - CF Cr D+ S 1.15 1.00 1.00 1.2 1.15 Member Analysis Results Summary Maximum Max Demand @ Location Capacitv DCR Load Combo Shear Stress 40 psi 0.8 ft. 155 psi 0.26 D+S Bending + Stress 771 psi 6.6 ft. 1389 psi. 0.56 D+ S Bending - Stress -15 psi 0.8 ft. -1389 psi 0.01 D+S Total Load Deflection 0.33 in. 440 6:6 ft. 0.8 in. 180 0.41. D+S J [CALCULATION OF-DESIGN WIND LOAPS-EMP3 Mounting Plane'Information Roofing Material Comp Roof E ! oarCtySleek'o 67t u 1 :PSYstemTY "' .Spanning Vents _ No Standoff Attachment Hardware 4. Roof Slope Rafter�Spacing, ", c•<`< ", � " ° .. �1 0 4: u ,; . : Framing Type Direction. Y-Y Rafters Purlin,Spacing X-X Pu,lihs.Only _Ni � � f s NA Tile Reveal ITile Roofs Only NA .,;.# s _ ^-mar-" (u� ' '-• ;.. i� fi '� ,� '�.". I�JA ''''��'�.-€RSrer"`x Tile°Attachment System , Tile,Roofs Only r0'3 �___ Standin Seam ra Spacing SM Seam On NA Wind Design Criteria Wind Design Code ASCE 7-05 W d Desi n Methods {F x T- e-- - . 9. �` k � �^ Partially/FullyyEnclosed Method �� 7 o Basic Wind Speed V 110 mph Fig. 6 1 Exposure CategoryL� . : S �".` 1,11 PC ;., 1 Section 6 5.3 Roof Style Gable Roof Fig.6-11B/C/D-14A/B Mean Roof Hei'ht; w h,. . �,� 6 : `"Ng 25 ~ 4� ft 7'77 `3 Section 6.2 utt Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6 3 e Topographic Factor, .p. , ¢ . xKrt u ~ ran„ 3 '` 100r A ~, Section 6F5 7' Wind Directionality Factor " Kd 0.85 Table 6-4 ._. z, e K z Im ortance Factor .,"ll�, .� ° �,��;�. �,� � I������. � .. _.� _ �;.. x� '�1�0 ;' �*'�.� �,rt.x �ri�`c 777��le 6-177 Velocity Pressure qh. qh 0.00256(Kz)(Kzt)(Kd)(V^2)(I)24.9sf Equation 6-15 . Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig.6-11B/C/D-14A/B 0.4 3 , „ Q4A -11B/C/D-14A/BEt:Pressure"Coeficient Down 1 UGC mow; Design Wind Pressure p p =qh(GC) Equation 6-22 Wind Pressure U u. 21.8psf Wind Pressure Down 11.3 psf ALLOWABLE STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" 39" MaxlAllowable Cantilever. .:.. :a; 77 Landscape 4"MP 7 j ; NA;: Standoff Confi uration Landscape Staggered Max Standoff Tnbuta "AreaLj ;I ` ` Tnti`;° •[ I°. _, �, r3 17 sf ° s 'w. R H' ..._ PV Assembly Dead Load W-PV 3.0 psf Net Wind;Uplift at_Standoff,#. "" Tactual345 Ibs � �� :; :. , M Uplift Capacity of Standoff T-allow 500 Ibs Stand ff'Demand Ca aci � " � . : DCRa .s.x, , sue$ , .->690%," s. .., : . '., ; n� " rr - X-Direction Y-Direction. Max Allowable Standoff Spacing Portrait 48 65 Max'Allowatile,Cantilever ., Portrait`" , a' ~.°• s 18' f xy, : :p -; ,7., . NAB Standoff Configuration Portrait Staggered' • .: x Max Standoff = ��Tributary.Area �Trib . ..;• ,.•22 sf�°;: F � s PV Assembly Dead Load W-PV 3.0 psf Net Wind.Uplift at Standoff: ""Zl '. Tactual ` -432 Ibsg -77 Uplift Capacity of Standoff T allow 500 Ibs Standoff Demand Ca aci �.x.s ;' ` ` o.w« DCR„.. ._ , ° ar sttv =863/0., 777, 37 _. r STRUCTURE ANALYSIS - LOADING SUMMARY ANDMEMBER CHECK- MP4 Member Properties Summary MP4 Horizontal Member Spans Rafter Pro erties Overhang 0.82 ft Actual W 1.501, Roof System Pro erties San 1 11.65 ft Actual D 9.25" Number of Spans(w/o Overhang) 1 Span 2 Nominal Yes Roofing Material Comp Roof `` San 3 A 13.88 in.A2 Re-Roof _No Span 4 S. 21.39 in.A3 Plywood Sheathing, Yes San 5 i 98.93 in.A4 Board Sheathing None Total Rake Span 16.28 ft TL DefPn Limit 120 Vaulted Ceiling Yes PV 1 Start 2.08 ft Wood Species SPF Ceiling Finish 1/2 Gypsum Board PV 1 End 15.25 ft Wood Grade #2 Rafter Slope 400 PV 2 Start F tr, 875.psi Rafter Spacing 16"O.C. PV 2 End Fv 135 psi Top Lat Bracing Full PV 3 Start E 1400000 psi Bot Lat Bracing Full PV 3 End Em;,,: 510000 psi Member Loading mary Roof Pitch 10 12 Initial Pitch'Adjust Non-PV Areas PV Areas Roof Dead Load DL 14.0 psf x 1.31 18.3 psf 18.3.psf PV Dead Load =,PV-DL 10 psf °' x 1.31 + '': 3.9 psf Roof Live Load RLL 20.0 psf x 0.70 14.0 psf Live/Snow Load LL SL'Z ._ 30.0 psf x 0.65, 1 x 0.35 19.5 psf 10.5 psf Total Load(Governing LC TL 1 37.8 psf . 32.7 psf Notes: 1. ps=Cs*pf;Cs-roof,Cs-pv per ASCE 7[Figure 7-2] 2. pf=0.7(Ce)(CO(IS)p9; 'Ce 0,9,.Ct=1.1,I,=1.0 Member Design Summary(per NOS Governing Load Comb CD CL + CC - CF Cr D+S 1.15 1.00 1.00 Member Analysis Results Summary Maximum Max Demand @ Location CapacitV DCR Load Combo. Shear Stress 24 psi 0.8 ft. 155 psi 0.16 D+ S Bending + Stress 408 psi 6.7 ft. 1273 psi 0.32 D+S Bending - Stress -16 psi 0.8 ft. -1273 psi 0.01 D+ S Total Load Deflection `° 0.221n. 837, m446 7 ft. �tX 1.52 in i 120k z 0 14 K> ' D+'S [CALCULATION OF;DESIGN WIND_L__OADSMP4 Mounting Plane Information Roofing Material Comp Roof PV System�TYPe ` _ • Spanning Vents N0_ _.- Standoff Attachment Hardware 'Comp Mount Tvoe C Roof Slope 400 Rafter Space g _ 16�O.C. _ FramingType Direction �Y-Y Rafters . ._ Purlm Spacing- ., __ -X-X Purlins Only_ -_ NA Tile Reveal Tile.Roofs Only NA Tile Atta'�chmen System "' Tile Roofs Only NA " Standin Seam ra Spacing Seam Only Sea On NA Wind Design Criteria Wind Design Code ASCE 7-05 Wind Design Method ; ,-_ ,___a � YPartially/Fully Enclosed Method _ Basic Wind Speed V 110 mph Fig. 6-1 Exposure Category C_ _ Section 6.5.6.3 Roof Style w_ Gable Roof w Fig.6-11B/C/D-14A/B Mean Roof Height17777777671 -.. 15 ft: '. Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure - KZ _ 0.85 _Table 6-3 Topographic Factor Krt 1.00 Section 6.5.7 Wind Directionality Factor Kd - 0.85 Table 6-4 y Im ortance.Factor I .:, y.x. 1.0 ., Table 6-1 Velocity Pressure qh qh = 0.00256(Kz)(Kzt)(Kd)(V^2)(I) Equation 6-15 22.4 psf Wind Pressure Ext. Pressure Coefficient U GC u -0.95 Fig.6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down 0.88 Fig.6-11B/C/D-14A/B Design Wind Pressure p p= qh(GC) Equation 6-22 Wind Pressure U u -21.3 psf Wind Pressure Down 19:6 psf ALLOWABLE_STANDOFF SPACINGS X-Direction Y-Direction Max Allowable Standoff Spacing Landscape 64" __ _ 39" Cantilever- 4. Max Allowable. ,",Landdscapq__ �2. Standoff Confi uration Landscape Staggered Mex Standoff TributaryYArea -Trib m A 1Tsf PV Assembly Dead Load W-PV 3.0 psf Net Wind Uplift at Standoff__ T,_actual _ -µ342,1bs _ Uplift Capacity of Standoff T-allow - - -- Standoff Demand 6_ ace' DCR' ,. 37 ,F 68.5% ,tr a�°' X-Direction Y-Direction Max Allowable Standoff Spacing_ Portrait 48" 65" Max Allowable_Cantilever _ Portrait 19" NA��_ Standoff Configuration Portrait Staggered Max StandoffTributary Area -__, _ . ' Trib - "`` 22 sf .- PV Assembly Dead Load W-PV 3.0 psf Net Wind,U AR at Standoff_ _T-actual -428"Ibs_ _ Uplift Capacity of Standoff T-allow 500 Ibs - Standoff Demand Ca ace w. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION O 1303>y Map, Application # Parcel Health Division Date Issued 13 Conservation Division Application Fee Planning Dept. Permit Fee Z.�:;� Date Definitive Plan Approved. by Planning Board H o *111t Historic Hyannis OKH Preservation/ ya s Project Street Address 3 my Village e_ o+ U a f i'Lit A. Owner -TA�es IX4-111? Address j*eesf l�l�11 ✓�� Telephone f-b 9 - q Lsr--_Permit Request liz, Xisf Square feet: 1 st floor: existing - proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation RZ-6e Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing - new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other o wCo Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wa coal stone: des ❑ No Detached garage: ❑ existing, ❑ new size_Pool: ❑ existing ❑ new size _ Barn:q xisting ® newer,,size-f s Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size g g 9 - ��"�la.N Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ o r;o Commercial ❑Yes ❑ No If yes, site plan review # Current Use .Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name &,ee-4 Telephone Number `�2 j Address fV61 P4-? / S S���i�i SL. CIVI') License # CS 1* 12 q OR JRO Home Improvement Contractor# 14 Worker's Compensation # I)W ®o ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE o� '� FOR OFFICIAL.USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. r ADDRESS VILLAGE e f OWNER DATE OF INSPECTION: t�3FOUNDATIONJ Oe-6� 1p(mg,�?°��3 4 FRAME a INSULATION„t A. LA,s,u- ,A I I FIREPLACE ELECTRICAL:_ , ROUGH FINAL k f PLUMBING: ROUGH FINAL r, GAS: _ ROUGH FINAL FINAL BUILDING_ DATE CLOSED OUT. 3 ASSOCIATION PLAN NO. 7. The Commonwealth of Massachusetts Depm*nent-of fndust rW Accidents _ Office of Investigations .. 600 Washington.street Boston,MA. 02111 wwT_n ass gov/dia Workers' Compensation lunwance Affidavit: Binders/Contractors/Electricians/Plumbers Applicant Information Please Print LedblP NaMe (Business/Organi2Zt1on/indMd*uan:__ �a� ���;, t �Ce.�1027r•.,m` -4 Address: 5-ego / ,'i,C5 5,t A--,UJi s 4 41.u rp City/State/Zip::.-7;�*.,a,fpA-, W A- A2.2�0 Phone Are Rn an employer? Check the appropriate brio: { 4. I am a general contractor and I Type of project(required): F 1. I am a employer with C'i ❑ g 6. ❑New struction employees (full and/or part-tmie).*; have hued the sub-contractors con 2.❑ I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have &. ❑Demolition working.for me m any capacity. employees and have workers' [No workers'comp, ce comp. insrm oe. 9.. Building addition iTT Crmfrirl required.] 5. ❑ We are a corporation and its .10.[]Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself- o workers' co right of exemption per MGL my comp. 12.❑Roof repairs instance requaed.]t C. 152, §-1(4),and we have no :. employees. [No workers' 13.7 Other . camp.insurance required.] *Any applicant that checks box A-must also fM out the section below showing then workers'compensation policy information. t Homeowners who submit this effidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. xContcactors that check this box Est attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have cmployees. If the sub-contractors have employees,they must provide their workers'camp,policy number.. I.am an employer tint is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: .Policy#or Self ins.Lic.#:_ 7-/JW•0ta 1 q 40 Expiration Date: 0/ v ��•- 0 Job Site Address: y 6 e' Ste► gill• 1 City/State/Zip: 026 3 5� Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Farlure to secure coverage as required under Section 25A ofMGL c. 152 can lead to the imposition of criminal penalties of a fine up to$4500.00 and/or one-year imprisonment,-as well as civil penalties is the form of a STOP WORK ORDER and a fine of up to S250.00 a dayagaiust the violatot. 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 herebyy,certify unifier the pairsndp as of perjury that the information provided above is true and tarred Si �e Date: / i `{ 2!0/ 3 Phone#: O,fficW use only. Do not write in this area to be completed by city or town q�Zcial City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.M* ding Depaxtment 3. City/Town Clerk 4.Electrical Inspector 5..Plumbing Inspector 6..Other Contact Person: w. Phone-#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'aompewation for their employees. pmsuantto this statute, an employee is defined as"...every person in the service of another under any contract.ofhire, 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•..: and including the legal representatives of a deceased employer,or the of the foregoing engaged in a joint enterprise, ' 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 dwefliug house of another who employs persons to do maintenance,construction or repair work on such dweIfing house: or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be'an employer." M. chapter.152, §25C(6)also states that"every state or local licensing agency shill withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)states"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 out the workers' compensation affidavit completely,by checldng-the boxes that apply to yoursitetation and, if. necessary, supply sub-contractors)name(s),address(es)and phone number(s)along with their certif caYe(s)of ir�ce. 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 LL-P does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial . Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self insured companies should enter�ffieir. seifinsu-ance license number on the appropriate he. City or Town Off cials 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 pergrit/ticense number which will be used as a reference number. In addition,an applicant' that must submit multiple pernit/fimuse applications in any given year,need only submit one affidavit indicating car Ent. policy information(if necessary)and under`Jolt Site Address"the applicant should write"all locations in (city.or. ' town)."A copy ofthe-affidavit that has.been officially stamped or marked by the city or town may be provided to the' .' . applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each ysar. 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 bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions; please do not hesitate to give us a call. [he Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washingtou.Street BostoI4 MA 02111 Tel,#617-727-4900 ext 406 or 1-977-MASSAk E Fax# 617-727-7749 sed 4-24-07 WWW.ms5s.gov/din Massachusetts -.Depart'menr of Public Safety p130ard of.ddildi.ng`Regulatic,ns and Standards i Construction Supervisor License: rS-094925 ROBERT A GLTEN RD ';• i;" " 51 MLL STREE Norton MA 027G7 � I �} W` Expiration - Commissioner 09/03/20'14! 70 (Poo�wi2diuuea o� 9R. fice of Consumer Affairs&Business gaac�cideCt� —� - - gulahon . ME IMPROVEMENT CO or License or registration valid for individul use only before the expiration date. If found return to: gistration 16.8562 Office of Consumer Affairs and Business Regulation Expiration TYP 3/8/2015 - t 10 Park Plaza-Suite 5170 l GREAT DAY IMPROVE ENTS,LLC: Supplemeri lard guston,MA 02116 I PATIO.ENCLOSURES i BOB GUENARD �+ 500 MYLES STANDISH BLUD_^ TAUNTON,MA 02780 Undersecretary Not valid without -. � t signature PATIO-3 OP ID:A CERTIFICATE OF LIABILITY INSURANCE DATE01/0 D/YYYY) 1/03/13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 216-328-8080 CONTACT NAME: Jeanne Moscarillo The Fedeli Group PHONE FAX 216-328-8081 P.O.Box 318003 A/c No Ext: A/C.No): Independence, Rocksenden e,Road ADDRESS:jmoscarillo@thefedeligroup.com Independence,OH 44131-8003 David Pease INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Cincinnati Insurance Company 10677 INSURED Great Day Improvements,LLC INSURER B:Berkshire Hathaway Homestate 20044 dba Patio Enclosures 500 Myles Standish Blvd. INSURER C: Taunton,MA 02780 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 3MA REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1�TR TYPE OF INSURANCE POLICY NUMBER MMIDDY/YYYY MMI DIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY CPP1074823 01/01/13 01/01/14 PREMISES Ea occurrence $ 500,000 CLAIMS-MADE OCCUR MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - PRODUCTS-COMP/OP AGG $ 2,000,00 POLICY PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 Ea accident $ A X ANY AUTO CPP1074823 01/01/13 01/01/14 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident $ AUTOS AUTOS ) X HIRED AUTOS F NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident $ UMBRELLA LIAB I OCCUR - .EACH OCCURRENCE. $ 5,000,000 X A EXCESS LIAR CLAIMS-MADE CPP1074823 _ 01/01/13 01/0111-4 AGGREGATE $ 5,000,000 DED I X I RETENTION$ 0 $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N TORY LIMITSI ER OFFICER/MEMBEREXCLUDED? ❑ NIA a (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION 0000-00 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE FOR PROOF ONLY THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD `lJ� '0000 r t GREAT DAY IM1)R0V.E'MENTS, 1,1_C Owner Authorization for Perinit Application as owner of the. subject property located at_ J 9_- sj_ hereby authorize Great Day Improvements, LLC. ; Taunton, Ma to act on my behalf In all matters relative to work authorized by this building permit application ignature of Owner Datc 500 Mules Standish Bh-d,Taunton,D4a 02780 Phone: 508-822-1966 iax:508-821-9339 ii-;iw.greatdayimpro%Fements.cdm f -� H1L\„S RO PD FO RES 5T5 p4, R=75.00' °p323„ R. L=35.30' 1 o\ � 0�1 Ll 24.00' 15.31' _N O 27.71' N N EXISTING N FOUNDATION 10.00, o N 18.40' EO Iq 71' aCO / 14.00' k)cv. LOT 5 15,090 SF CD I certify that the foundation shown on PLOT PLAN OF LAND this plan is as it actually exists on the ground and that it conforms to the town of LOCATED I N Barnstable zoning regulations regarding COTU IT MASS. yard setbacks." PREPAFRED FOR McSHANE CONSTRUCTION DAVID yv v a c�Ihnl;=s DATE:OCT.20,2000 date:Oct.20,2000 SANIDKI �I SCALE:1 "=30' flood zone c[non hazard] 26085 APE & ISLANDS ENGINEERING JMC �FcisTER° �� MASHPEE,MASS. ANAL LAND S� TOWN OF BAR,NSTAB(,E 6" ALUMINUM CLAD FOAM INSULATEDJ! f J1L l T�— ' - - (I - i - - _ CORNER POST' .i .� 3 / j CORNER POST 3 2 1& � 7; 4 3 t _ F T T 3 4 -1I 11� !I� 1 i ` � L` _ - - _I_t '` _ `. 3 _ � � _ � £�.'8F1�'X' -;H�, �Jd y;_�;. ,✓.'ti.' e5:,..:.. I I TEMPERED-GLASS .TEMPERED GLASS WINC96" 216" - _ 5•''ALUMINUM CLAD FOAM INSULATED TEMPERED GLASS WINDOW B-WALL ELEVATION - - - - - ROOF PANELS W/ (2) GRP'S-.- I,-II I I - 6" ALUMINUM CLAD FOAM INSULATED - - - - - ROOF PANELS W/(2).GRP'S TEMPERED GLASS WING - TEMPERED GLASS DOOR 1._ ,Ij, i Lh(� i \_ CORNER POST. 108' 1 TEMPERED GLASS DOOR TEMPERED .CLASS.WINDOW - I �•'/ L'{r. rl� -ILL i . HANG 1 I1 POINTi66" .. 66" �I Y 1 i 1 ' T—L 84" - - - -- CORNER POST - ' L . . - TEMPERED GLASS KNEEWALL. I/ 1 ti 7 18' NOTES: 18" LLvI L 1. ALLVIEW AVR — ROOM ENCLOSURE; SANDSTONE IN COLOR. LJr i 2. CONSTRUCT ENCLOSURE ON EXISTING DECK & fOUNDAT!ON so' ---� T 3. NO HEAT, PLUMBING BY P.E.,-ELECTRICAL BY P.E. 4. GUTTERS & DOWNSPOUTS ARE PROVIDED BY P.E. r- 144" —� 5. ROOF TO BE 6" ALUMINUM CLAD FOAM INSULATED. 6. ROOF TO BE INSTALLED BY P.E. SANDSTONE IN COLOR. A-WALL ELEVATION 7, DOORS TO BE (2) FULL HEIGHT SLIDING VENT UNITS WITH SCREENS. C-+NACL_ELEVATION 8. ROOM AND DECK ARE IN ACCORDANCE WITH THE.8th EDITION OF MA BUILDING CODE.-. _ * - * - LOCATION JAMES A. CLANCY �,1�� BOSTON JAMES Yc PAULA KEATING PROFESSIONAL ENGINEER MA * * 39.FOREST HILLS ROAD LIC. # 46775No.37053 COTUIT, MA. '32635 601 ASBURY AVE. NATIONAL THIS DRAWING IS THE PROPERTY OF GREAT PARK, NJ. 08063 PH. nDvuaa*alwasxls uc DAY IMPROVEMENTS, LLC ALL RIGHTS RESERVED. DRAWN SOO MTLE9 STANDISN BLVD. DUPLICATION OF THIS DRAWING IN ANY FORM Is SDT \`�'OF 1WA,Ss, 856-853-7306 NOT PERMITTED WITHOUT THE ET PRESSED TAUNTON.MA 0270D SCA E (50S)621—S33S WRITTEN CONSENT OF GREAT DAY IMPROVEMENTS, U.C. 'F74" = 1'-0". OF 3 .7 t"cy O- �OF ` 'T FSS/ONAL EN 'EXISTING 2x8-LEDCEF BOARD - - - - ;r EXISTING HOUSE EXISTING 2x8:JOISTS 2 16"'O.C. - - EXISTING-OBL.,200 CARRIER BEAM - 16" - EXISTING 4x4-POST ON 12" DIA. - - - - PIER FOOTER AN SUNOTUBE; TYP.. (5) PLACES - EXISTING DECK PLAN DESIGN LOADS GROUND SNOW LOAD = 30 PSF LIVE LOAD = 40•PSF DEAD LOAD = (AVR SYSTEM) = 2.5 PSF (6" ROOF PANEL). = 1.9 PSF WINN SPEED = 110 MPH . . . MINIMUM ACCEPTABLE SOIL BEARING PRESSURE = 3000 PSF ALL LUMBER SPF #2 OR BETTER CONCRETE COMPRESSIVE STRENGTH- 3000 PSI MIN. • s LOCATION- JAMES A. CLANCY � � BOSTON -.LAMES AU!A KEATING PROFESSIONAL ENGINEER MA * ` ROAD LIC. # 46775 pQ� • -- JOB NO.37053 �Ttt�J T,"'MA !9 5 601 ASBURY AVE. NATIONAL E THIS DRAWING IS THE PROPERTY OF CREAT PARK, NJ. 08063 PH. wwww wwai ,uc DAY IMPROVEMENTS. LLC ALI, RIGHTS RESERVED. DRAWN VNG # a DUPLICATION OF THIS DRAWING IN ANY FORM IS - _ Q�i_ 856-853-7306 500 MYLES 57ANOISN BLVD. NOT PERMITTED WITHOUT THE EXPRESSED uumoN,MA 027eo SCA E T I ,' °" �EETi 1:1 (50B)821-S339 WRITTEN CONSENT OF GREAT DA"IMPROVEMENTS. LLC. }'74' _ 0> 6 f7.0 `I 2 y,0 3 N SASH HEIGHT B% 1'TEK SCREWS AT TOP,BOTTOM - - - - TEMPERED CLASS " TEMPERED CIJIS MASTER.FRAME JAYS '(2)/Bal'TEK SCREWS INTO SILL - I1Jrd UP;.h 1/3T0-DOWN,:BOTH SIDES. POST•GP - - TEYPERE C1A55 - ((2)/B x 1/2'TEK SCREWS , - SASN HfICHT - - &� LAD ER FR.AYL'JAMB' .• - INTONEAO);TYP.' •SASH'NEIGHT _ MASTER FRAME JAMB 'DIA.%3-1/2'LONG.CAL%ANV.ED LAC. TEMPERED O' TEMPERED CLASS TEYPEREO G 'TEMPERED CUSSH WASHEk EACH SIDE OF POST TOTAL(2) - _ SASH HEIGHTS REOUIRSD,PROVIDE MIN. 1 - - 'I SCREEN HEIGHT EDMENT INTO DECK STRUCTURAL FRAMING -- - - - - 1/2-ALUMINUM ANGLE BRACKET _ EXPANDER AT FLOOR -_— _ /B a_1�TEK SCREWB8 X 1/2'T SCREWS O'TOP,BOTTOM, PACED 0 1BO.C.1YP. g X 1//2 7EK SCREWS AT TOP BOTTOM. -- - -1/3rd UP,! 1/GMSCREEN HEIGHT /3rd LIP,R i/3rd DOWN,:BOTH SIDES - - _-�' - - DOWN- ANCNORS O INTERYI;Q1j TE LOCATIONS _ (2)/8 X�1/2-TEK SCR EY/S GANGING POST - EXPANDER AT FLOOR SCREEN H�IGH'l. N..INDUSTRIES GP FASTENERS; - T FLOOR EXPANDER, BOTH SIDES - 'EXPANDER AT FLOOR - BEEN ZE.I..T ELECTRM RACFWA(POST'. 10 a 2--INCH LOW,SCREWS WITH" CLASS OR FOAM_ OT-1700 COATING;STAGGER SCREWS - -. SCREEN HEIGHT (2)/8 X.1/2'TEK SCREWS AT FLOOR KNEEW',LLL _ 10'16-'O.C.ALONG FLOOR E%PANDERS ` EXPANDER BOTH SIDES,O UNIT GANGINGS 9LTWCEN UNIT ON",IFNC.S 3 SLIDING UNITS AT GANGING POST r21SLIDING UNIT AT MEETING.RAILS-' PLAN VIEW OF VENT UNITS 4 CORNER POST CONNECTION AT MAS_1EP, FRAMES 3 3 CONNECTION AT. E.R. POST' S AN�� NCHORAGE TO WOOD DECKING 1/4-DIA.LAG SCREWS STAGGERED 0-• .. - • ' - - 1/4-20 a'S"'HWH'BLAZER' (2}/tl a 1/2'TEK SCREWS . 18'O.C.,PROVIDE MINIMUM 1-1/2' - TEMPERED GLASS _ _ SDS TEK SCREWS WITH WASHERS —THROUGH MNGE INTO HEADER,ARM. EMBEDMENT INTO STRUCTURAL - - - -AND CLIYASEAL FlNISH ,AT-ONE SIDE OF EACH I-ATOM WEB FRAYING - GLAZING STOP - - ./8 X 1/2-TEK SCREWS AT TOP, - - - Ba 1/2'TEK'SCREWS - '' (2)/8 a 1/2'TEK SCREWS /e a 1/2-'TEK SCREWS, TTOM,.1/SRO UP h 1/3RD DOWN FIXED LIGHT BOTOM / - ,0 EACH I-BEAM LOCATION, _(.2)THROUGH AEADER ARM' 018'D.C. EACH SIDE: 'TOP R B05TOY INTO EACH I-�EAL1,t 0) k12) EACH GANGING - O EACH END OF HEADER - . 8--ALUM.-CLAD HEADER ATM - . - .. .FOAM ROOF FANEL . /4'PLYWOOD OR OSB FLOOR' /8 n 1/2'TEK SCREWS, ` HEATHING _ _ FASCIA 12' (2) THROUGHHEADER ARM - INTO HEADER SUPPORT AT TN+. EAC`I I-BEAM'LOCATION_ LELAND INDUSTRIES GP FASTENERS:. 10• iIEADER SUPPORT (1)AT EACH END OF HEADL'R TEMPERED C - 2-INCH LONG SCREWS WITH 07-1700FAATINO; /8 K 1/2 TEK SCREWS SPACED 0 1B'EXPANOER AT FLOOR STAGGER SCREWS O 18'O.C.ALONG FLOOR O.C.EACH SIDE,.(2)O EACH GANGING - (2)./10- 1-1/4'TEK SCREWS EXPANDERS BETWEEN.UNIT GANGINCS. THROUGX BEARINGPLAIE IVIOHEADER ER BEAR CAL L STEEL',SASH HEIGHT � � � HEADER BFMINC PLATE AT `�UPPORTATGANGING IACAHONSCREENEIGHT - - EXISTING 2XB JOIST.0.16'D.C. - GANGING LOCATION ONLY ASTe.R FRAME TOPEXISTING 2XB DOUBLE -MASTERFRAME JAMB - RIY'.BANDTING JOIST HANGERS - - - 'SASH WIDTH - (R[�PLAN VIEW OF SLIDING DOOR EXISTING 4X4 SUPPORT POST TEMPERED GLASS OM CITION•AT EXISTING STRUCTURE t-61SECTION THROUGH GLASS KNEEWALL SECTION THROUGH MASTER FRAME TOP 3 ,CONNECTION TO WOOD DECK - 3 CONNECTION AT BEARING AI_L HEADER ASSEMBLY TEMPERED CLASS - - - - - - SILICONE SEALANT . MASTER FRAME TAB 8 HANGER ASSEMBLY MASTER FRAME SILL SASH WIDTH- (4)/B:X 1/2-TEX-SCREWS,(2) - /8 x 1/2'TEK SCREWS - TEMPERED'GLASS - - INTO I-BEAM CONNECTING PANELS 018'O.C-EACH SIDE; _ BOTH SIDES,TOP 8:BOTTOM - EXPANDER-AT FLOOR - (2)O EACX GANGING. WASTER FRAME SILL LASS WIDTH SILICONE SEALANT ' ](4'PLYWOOD OR OSB FLOOR - /B% 1/2'TEK SCREWS -.FOAM-ROOF PANEL EXISTING 2XB DOUBLE SXEATNING, AT 18'O.C.;EACH SIDE; RIM BANG - (2)AT EACH GANGING LELAND INDUSTRIES GP FASTENERS;/10 AV 1-UTE MALE - - - - - - - - - 4 2-INCH LONG SCREWS WITH OT-1700 COATING; - - - - - - STAGGER SCREWS 0 1 O.C.ALONG FLOOR .TEMPERED GLASS EXPANDERS BETWEEN UNIT GANGINCS - - - - - - 1/4'.DIA-urG!ICREWS SPACED'AT-l6 ' EXISTING 2XB JOIST 0 16'D.C. - - - - - - - - O.C.,PROVIDE MIN. 1-1/2'EMBEDMENT - - - - - - INTO STRUCTURAL-FRAMING - EXISTING JOIST 14ANGERs 9 SECTION THROUGH`GLASS WINDOW EXISTING 4X4 SUPPORT POSY 3 ABOVE GLASS.KNEEWALL - - �1SECTION THROUGH SLIDING DOOR SILL SECTION' THROUGH-TA8 Fi; HANGER ASSY. (I CONNECTION TO WOOD DECK - 3 CCNNECTION TO'EXISTING STRUCTURE - ,,�� • LOCATION • JAMES A. CLANCY BO$TON -JAMES !1c PAULA KEATING PROFESSIONAL ENGINEER MA 4 ' .39 FQ,RE—ST',H14L_S ROAD 601 ASBURY#A4677NATIONAL * doe No.37053 — �1 TL�MA fs' 5 Jl - DAY IMPROVEMENTS,ROVEMENTS,THIS DRAWING 15 TLLC ALHE ITRIIGHTS RESERPERTY OF VED. DRAWN VNG PARK, NJ. 08063 PH. 7/ BtOYATOp0.flOYOmR$LLL DAY of THIS DRAWING 1N ANY FORM is 856-853-7306 soo MYLES STANDISH BLVD. NOT PERMITTED WITHOUT THE EYPRESSEO ro TAUMTON.MA 02180 SCA E - T,k1 -&MEET "c= (S08)621-8338 WRITTEN CONSENT OF GREAT DAY IMPROVEMENTS, U.C. •F/4" 1 —It O' 6/I{D,/1- ,1 3 ,UHF �. 1 YUNAL�/ TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 025 007 005 GEOBASE ID 40151 ADDRESS 39 FOREST HILLS ROAD PHONE COTUIT ZIP - LOT 5 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 53015 DESCRIPTION S.F_D_/W/ ATTIC ONLY ABOVE GAR./# 47830 PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY .CONTRACTORS: Department of Health, Safety .ARCHITECTS: and Environmental Services ,TOTAL FEES: $.00 ECONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P ; * BARNSTABLF, • MA & �Fps639. A NAIC� BUILDING I Is N BY DATE ISSUED 04/27/2001 EXPIRATION DATE THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) im A , I / �(�C�"- L DATA TOWN O}� STABLE ?ARCEL ID 025 007 005 CECBASE ID 40151 ADDRESS 'Q FOREST HILLS ROAD P&iONR COTUIT .Ii' 5 BLOCK U)T, S T LE 'B D at7E d [ E r11 STRICT CT � 'ERMIT 47834 DESCRIPTION 3L3 1 S 6 7 M SING.FAM,HC' 19 ',EVIPT#2000 434. 'ERNIT TYPE BUILD TITLE NEW EESiD0.4TIAL BLD 'MT NTRACTORS MCSHANE CCNSTRUC11IO Department'of Hey th, afet R h xECTs` and Environmental Services 6TAL FEES: 676.46 INE 01D $..00 iONSTEUCTTON COSTS r"� $215, 12.00 1t 1 SINGLE2FAM H S E DETACHED 1 PRIVATE PI BAR15STABLE. MASS. i639� A�O� �Ep I . I BUILD IN DIVIS 0 DATE ISSiIED 06/02/100d" ` EXPIRAT ON DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND M FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. Mal BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 i 2 5� 1 (e [.off 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT <?Ff w qld7l� / ^^ � 2'-��.�),•�y) _ �0�01 BOA F ALTH Qf .04 OTHER•- -Cr - SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. BUILDING PERMIT THE HANOVER INSURANCE COMPANY NOTICE OF CANCELLATION Town of Barnstable Department of Public Works - Hwy Div 382 Falmouth, MA Hyannis, MA 02601 October 15, 2001 Bond No. BLN-1632853 WHEREAS, on or about the 18th _ day of July , 20 00 THE HANOVER INSURANCE COMPANY, as Surety, executed its bond in the penalty of One thousand and 00/100 ---------------------------------------------------------------------------- Dollars $1,000.00 on behalf of McShane Construction Company, Inc. P.O. Box 429, Osterville, MA 0265 as Principal, in favor of Town of Barnstable , as Obligee g- (Nature of Risk Street Permit Bond 2. S ,w.... . ' and k4 7— WHEREAS, said bond, by its terms, provides that the'said.Surety shall have the right to terminate its suretyship thereunder by serving notice of its election so to do upon the said Obligee, and WHEREAS, said Surety desires to take advantage of the terms of said bond and does hereby elect to terminate its liability in accordance with the provisions thereof. NOW, THEREFORE, be it known that THE HANOVER INSURANCE COMPANY shall at the expiration of 10 days after receipt of this notice be released from all liability by reason of any default committed thereafter by the said Principal. Signed and sealed this 15th day of October , 2001 THE HANOVER INSURANCE COMPANY BY 1,6 g�VA& �:z Rose Mary Dy Reason:. Occupancy permit issued cc:----.--McShane Construction Company,.Inc._.. Fair Insurance Agency, Inc., Centerville, MA (32-01618) 6'd8 Esj H\``S?,ONO FOR 003123 L=35.30' N.OIa2, o_1 \ \ N y 24.00' 15.31' 27.71' oN 04 n o '� CO EXISTING 10.00' o FOUNDATION cr, w 0 Cv _ 18.40' 60 43.71' `- ( 14.00' o LOT 5 Q� 15,090 SF S �3 . "1 certify that the foundation shown on PLOT PLAN OF LA ND this plan is as it actually exists on the ground and that it conforms to the town of LOCATED I N Barnstable zoning regulations regarding C OT U I T,MA S S. yard setbacks." r PREPARED F O R /� ai4;0 �s McSHANE CONSTRUCTION /� date Oct.20,2000. S DATE:OCT.20,2000 C�MriLtSANIC►a SCALE:1 "=30' flood zone c(non-hazard]- 26085 APE & ISLANDS ENGINEERING' JMC � 9FCISTERO MASHPEE,MASS. �roNAL LAND S� Vy, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel D©'? ®® SEP�'�eC $YST ��p INSTALLEM IN Congp, Health Division ��f l a d I9; 6,06 (go Conservation Division 60Fee Tax Collector Treasurer Planning Dept. Date Definitive Plan Approved by PjanninVoar a J o Historic-OKH y' Preservation/Hyannis Project Street Address 3�' � /��t'�-S Village • .Owner Wl c-�L►n�•� (�c�S� {-�� Address� Telephone Permit Request 09- _ iyetLj d yel'lc;v Square feet: 1st floor: existing_ proposed 2nd floor:existing proposed Total new Estimated Project Cost at 1 . Zoning District Flood Plain Groundwater Overlay Construction Type vo e— Lot Size 109 O T—?". Grandfathered: ®Yes ❑No If yes, attach supporting documentation, Dwelling Type: Single Family Y Two Family ❑ Multi-Family(#units) Age of Existing Structure. Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: MfFull , ❑Crawl ❑Walkout ❑Other ' Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) /VJS3 Number of Baths: Full:existing new Half:existing new Number of Bedrooms:� existing new. .� r Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ®'Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes Blo Fireplaces: Existing New ✓ Existing wood/coal stover ❑Yes &1qo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing Wono'ew size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes Wlo If yes, site plan review# y i i Current Use Proposed Use BUILDER INFORMATION. . Name- ,,GL.t-,'�6#o-e ��✓����� �0�1 Telephone Number Address e &)c °l License# e Q Z 6 Home Improvement Contractor# Worker's Compensation# f/ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE _ + FOR OFFICIAL-USE ONLY 4 � .�, t~ -,� • * r i^ i ,# ,i t " w r ' ' , I .r - r+ �-i J_" {x f r . PERMTP440. D. DATE ISSUE 3,. war a' ' t•. f ✓°' a'r< MAP/PARCEL NO: j Z r ADDRESS. i � �, f- ; VILLAGE ; OWNERr DATE OF INSPECTION: 4- j - `. FOUNDATION ' +i FRAME»« + » INSULATION r FIREPL_ACE ELECTRICAL:• TROUGH j `.FINAL PLUMBING: y ROUGH - kFINAL GAS: k ROUG FINAL ' ' FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ' - I � r6 N/F a TOWN OF BARNS TABLE 'L,O \ r7,28'', U.P. 0.40 T lz A FLEA S LJMMA P Y LO TS TS Z, UPLAND, 267, 713�S. F. 6. 15--AC. i-G all c WETLAND; O-kS. F. O=L-AC. J, TO TAL; 2671 713-*S. F. 6. 15-4A C. 28.8 % N_ ROADS 116, 189 -bS. F. 2. 67=�AC. 12.4% . OPEN SPACE \ ► ' UPLAND. 514, 568-,S. F. 11 . 81-'AC. WETLAND; 32. 116�•S. F. 0. 74fAC. TOTAL; 546, 684tS. F. 12. 55-4AC. 58.8% �r TOTAL 930,5B6-s. F. 21 . 3 7-*AC. l00 % ' I; � 9 �G .00 OPEN SPACE UPLAND=132. 818--S. WETLAND=O-*S. F_ TO TA L=132. 818$S. . 594.71, S36' 58' N/F N/F 1 RAYMOND R. 8 IRENE 1 ANTONE RODGERS 1 SOUZA 1 N/F `� �� Z �� f. TOWN OF BARNS TABL E ', , L07 17,28� U.P. 0.40 Qr3 —A•. y� Qn A AEA SUMMA P y LOTS UPLAND; 257, 713 S. F. 6. 15 AC. Qq WETLAND; O-+S. F. O---AC. U, TOTAL 2671 713-*S. F. 5. 15-4AC. 28.8 % N_ ROADS 116, 189 45. F. 2. 57-4AC. 12.4% .` OPEN SPA CE i UPLAND; 514, 558-*S. F. 11 . 81-4AC. WETLAND; 32. 116-S. F. 0. 74-AC. TOTAL. 545, 684-S. F. 12. 554AC. 58.8010 u, TOTAL 930., 586-s. F. 21 . 37=-'AC. l00 % ' PSG OPEN SPACE UPLAN0=132. 818-S. WETLAND=O-*S. F. TOTAL=132. 81B-S. r 594.71 S35 58' ll• N/ F N/F RAYMOND R. 8 IRENE ANTONE 1 RODGERS 1 SOUZA 1 1 g 8 ab .�S u IL r$ u Es a� �s 0 r ra C o sC O� 12 � cO 10� m O OPTIONAL e o — ® WINDOW v as ® ® ® ® zoo MLLLI EO ® ® E . ® �� • ® ® ® ® 00 ,1 -- - - - - - - - - -- - - - -- ---- � _ cv� - - - - - - - --- - - - - - - - - - -- -- - - - - - - - - - - - -- - - - - - - BREWSTER FRONT ELEVATION a9 ..s "''SCALE: I/B = 1-O FILE: OOBELVI09 D P � �=m '1dW JNlaling 3113VISNHVS ■ O 'X0 5N013313® 3NOWS ° o IN, IN, Ln �.s r- as OC - C e6 12 - Os 10 se o_ es g 9 9 c o v L -----J i I I I pia r— — —- — — —— — — — — — — - — — a9� RIGHT ELEVATION Aar SCALE: I/8' OQ� \r O fn Ln.s r - f p F w 6$ yyt1 G� Y p O C O E2 ea og -0M I] 3 tO w s 9 ' � ea I , 1� Zee 0000 0000 00 II . 00 0000 0000 El El �o� uEl tf]E I � o I I I I I � .•. -------------------------------- --------------- FOOTINGS ON UNDISTURBED I ISOIL I I I I I Ad 0 J I O. -------------------------------------------------------- LEFT ELEVATION -Slit SCALE: 1/8' I' O' (il �OO \0 M C14— \\\ Ln.o r s s rr.Q 2 _ 4w■ d � . YCOrO ROOD. G SKYLIGHT o- RI C KET C o e o e Eg v e ua 0 LA V o i it f- - - ----� $ l_ 1- - - - - - - - - M-.. -�— — — —————————————— L - --- - - -- --- I IL r - - - - - I-- - , 15 m� REAR ELEVATION go s SCALE: 1/8' - 1'-0' �"m El-i �OO Ln.o r Ir-o- 14-0- .. �3•-s yr � 4-2 1/8' 1-4 V!'2'-1 1/ 4-211/0• S•_, 3/4'. Y-2- C-, 1/2• T-1 1/4' - 12•_Y' - xd (3) A ITH ! ) L BOVE $- I DECK '� *AMLY ROOtI E y ♦ 240 SP PROPOSED e o cB it p o CONTIN. CLG.-JSTS. • ' �1ATa_LINE.P.OR-Pl._T_ ___ - -- CSIUMr..-PROVIOL- PROVIDE REINPO ED BEAMS AS SHOWN IF o PLATE IN LIEW OF TIE E © CATHEDRAL CEILING - © BEAMS - REP. DETAIL !o - o o- I! - 13'-5• - I/ I - 1• LO T 16•-0 V2• ,a LIYIM%, RFI II CATHEDRAL/ E e.� O I DINING RM c I AREA I Vbw CLEARANCE y/SS:�PIREPLA E 'M �" e�Y X 1 \ - CLO. a 2 10 � 12)t 3/_T_X_1 1/r MICROLAA, it 13 NE OF BALCOVH L _ - 10 GARAGE Q n Z 3 0 15 N 2�-6' POST -6 3'-1' 10''3 ♦ I 2 1'-O V •_,- -� ' i O + - - -----, W IOXA STEEL BEAM .SKYLIGHT Q _ - - ABOVE j 2'_ -AN•FL' - ^ POST _- r- 1-3 i POST ] L1D� 4 EE 12)1 3/ X' 62-IMI ROLAM I K ;04T S; a O i i3 `wr` uMe P WALL w Ve 1 I' 3' 4X1 TIe i, 1 ♦♦ 1 2 I 1 L -L-------- - BEAM i ♦ , i ♦ . oD 1 - i ♦ 0AT5 J h �2!Q r Io f5--2 yr -101, �E m C-O• - 10•-O• 1'-0• 1# 3/"S" 3-e 3/ - Y-O 6•-I I/2' 1/4- 2'-" 4-2•- ,•-e' 4_2• - 2r-o 2,•-6 I/2- LIe-o ■ FIRST FLOOR PLAN 1435 SF FIRST FLOOR 1435 SF SECOND FLOOR G82 SF SCALE: 1/8' - 1'-0' O Q O TOTAL AREA 2111 SF O Ln Na r- s F - - - - - - — — — — — — I a ` LS Y yr ]•-Ir �•-r I3•-c yr s•-a• •_r �•-Io- Es PROVIDE REINFORCED PLATE O G o. I I IN.LIEU OF TIE BEAMS - REP. DET IL E E ON R-] II]" 3 II \ IV-4 1/2• / ]• r 15•-8 v]- v IY \ T \ \OPEN TO L. N 4 OPTIONAL •P- a CRICKET BEDROOM #3 i BEDROOM sZ WINDOW = S '� 1 rs• • 10 • G 3 ]r-s v]• HEADV-s -s x •-3 ..� rv-w•o 4_ HALF WALL I ^BATH _2 5 0 b . 4•-0' KNEEWALL • C N i O LOFT - - zmo 0 L � .. • .. n n Q a o ,. O CLO. ® INEN i� ]•4•-3 3� US __ __r _ 41 ----" ATTIC i. 7-r 7-r 6-7 5 �] © ZI s•-r wu•« I 1 ATTIC ~ o F '�i'-O• HI ATTIC E TR a HALF.WALL STOR. BE T m ir i, P T IT N OPEN 1'-O• KNEEWALL E W , LUST'p \ a 4 4xc rl� BeAp / " �o s GARAGE ROOF V� - -— — — - - — — — — — — — — — — — —— Cl 3�9 o, g T-e Ivr Y-O• Ir-3 sir SECOND FLOOR PLAN 1.e4 SF (OPT•L LOFT 293 SF) a SCALE: wr - r-a, \9 ' O O c<1= Ln r 2 r-o' 43•-S I/2 T-O• -0' 4_a © I yo TOP OF WALL PP - r-O" c� c I I I I e 30*-111/2' n•-r 1'-2' CG B b i is i I E6 u I 0 E bIl I - - ----- -- —— — — —— — — — -- Z - - - - - - - - - - - 02 �_ I • I --- - - -- - -- -- - - - - - - � - - - - - - I , � - - - ------ --- -- - II qs w c SASE}TENT I l v 3 yr COMM SLAB 3 e ALIGN W/BLOCK NG IN FIRST -S I I- - -e I a• - - - -- - ----,- PLR PARTITION O SUPPORT - -- - I BEAM IN 2ND P . ABOVE O - I —�_ - -- ---- I I - 2 ■IOJ STS • I&•D.C. I I 3N Jo S'-0' S-2 S-0'13-8 V2' 4 3/4' S 13/4 t 1 4" -10 1/2 S-I 3/4 I I I WALL r- -1 r- -I r- -1 r -1 f-- r- -1 I I '�0.�I A POCKET 4-2X10 GI _ �I 1 I O 1 ^ I I 1----1 I-- J I y I_ �J t__^J 1__-J I__ CKET WALL - :--------- -JPO I I O V ~' �1 j 1 I 3 V2' DIA.LALLY COLUPI B ' ---------- 0 0 I uNEXGAYATED I I ON . T73Po xn c Nc. m-c In• ? n I s I I x _ _ (4" ------- -- L I • REINFORCED CONC. SLAB S' CONC. FOUNDATION --- I a r n" a I ABOVE FOR GARAGE - PITCM I WALL ON I&'XS CONC. 1 it M, C TOWARDS DOOR TO DRAIN) I FOOTING ITYP I �' O I m n I I I I_ -r d y,M w I 4 1/r I in —" — —— ————--—— ——— —--' r 2'-0• '-------------- -- LINE OF CANTILEVERED -- ----- -------- DAY ABOVE. e r 22'-0• 2411•-0• I4•-0_ �p m a .- r FOUNDATION PLAN SCALE. 1/8*-1'-0' FILE OOSPLAN OO .. N� Ln�D VENTED LINE OF BATH CEILING RIDGE CAP WITH SKYLIGHT BEYOND 12 E CONT. PROVIDE ICE AND WATER SHIELD [TYP] UNDER 3 PITCH ROOF (BOTH 10 12 DORMERS) e� 3 1/2+ 2X8 RAFTERS6 1A i TO MEET s IL' O.C. ASPHALT SHINGLES RIDGES . I1 VENTED CEILING JOIST DRIP EDGE CONT. [TYP.] Ey VENT RETAINERS DORMER IX8 FASCIA a AS REQUIRED �XIO RAFTER W/2X8 CEIL'G JOIS BEYOND s IV O.C. W/ NGERS/COLLAR TIE SOFFIT ;S REQUIRED ' FRIEZE n 4XL TIE BEAM [TYP.] IN KITCHEN I; in s� BEYOND i' R-30 ATT °- INSUL. EILINGS [TYP.] a 2XIO ° IV O.C. FL O VENTED $ (; JOIST [TYP] DRIP. EDGE SECOND PLR t PLAT - PROVIDE REINF. CONT. [TYP. _ ______________________ PLATE - REF.DETAIL IX8 FASCIA ° 1/2" GWB OR SKIM COAT SOFFIT p=S BLUEBOARD s BUILDER'S . FRIEZE z�o F— OPTION [TYP.] R-11 BATTcc co coINSUL. EXT. WALLS [TYP 2X9 EXT. R-30 BATT TYP]$ m T INSUL. FLOORS [TYP] m m 3/4' TIG PLYWOOD SUBFLOOR WHITE CEDAR W/ 3/4" FINISH FLOOR OR SHINGLES O C UNDERLAYMENT - REF: CLAPBOAR - FIRST FLOOR FINISH SCHEDULE SIDING OVE — MFTLTX3 BARRIER - CONT. BLOCKING OR k REF. ELEVS BRIDGING O MID-SPAN [TYP] ANCHORo 2XIO9IL" O.C. BOLTS S FLOOR JOISTS[TYP.] L'-O' O.C. °a io 3-2XI2 ( 4-2X10 GIRT [TYP.] o STAIR 8' CONCRETE U� STRING IRS 3-1/2" LALLY: COL. FON WC L N REF. FNDN FOR LOC. �� FOOTING BSMT 3' CONC. SLAB L-X2 2-LA COL. a LALLY COL. PAD. [TYPJ ap 13'-3 3/4' 14'-e '1/9' OOO _ O TYPICAL BUILDING SECTION SCALE 3/I4' =1'-O' Ln N,r N ITHE BREWSTER - LOT 5.WATER'S EDGE 7/11/00 'WINDOW SCHEDULE IWINDOW jFRAME !COMMENTS R.O.SIZE ;MAT. !FIN. IMAT. FIN. IQTY A v�!DH 2446 BS ----- ,2'-6 1/8"X 4'-9 1/4" --__�- S -- B �IDH 2852 BS _ 2'-10 1/8"X 5'-5 1/4"_ i 2jHEAD 8'-0" C !CTC3 HALF ROUND 16-0.3/8"X 3'-2 3/4" 1 I ABOVE "B"WINDOW D i iCSMT C135 BS 12'-0 5/8"X 3'-5 3/8" j 1 E iDH 24310 BS 2'-6 1/8"X 4'-1 1/4" i 71(2)IN GARAGE,(1)IN ATTIC. F_ (AWNING A21 j 2'-0 5/8"X 2'-0 5/8" !(2 OPTIONAL IN BR#2) G� DH_2046 BS__ !2'-2 1/8"X 4'-9 1/4" i ! ! ! 41 _ H_ CDH 2O52-2 BS��-- 14'-3 13/16"X 5'-5 1/4" 21 J iC_S_MT CN235 BS !3'-5 1/4"X 3'-5 3/8" K VELUX FSF606 144 3/4"X 46 7/8" i 2 11(2 ADDITIONAL OPTIONAL IN ATTIC) L ;TRANSOM TR 2420 2'-6 1/8"X 2'-3 1/4" _ 3OVER(3) "A" WINDOWS _ _M -{BSMT 2817 I2'-8 5/8"X F-7 1/4" ! _ 1 4 N `DH 2O32 BS j 2'-2 1/8"X 3'-5 1/4" O ~;GARAGE TRANSOM 119'-2"X 1'-2" j j 2;OVER GARAGE DOORS THE BREWSTER - LOT 5 WATER'S EDGE . 7/11/00 DOOR SCHEDULE NO.;LOCATION i DOOR IFRAME SILL i LBL HDW REMARKS - j 'SIZE IMAT.' IN. I MAT. I FIN. 1j 1"FOY_ER ENTRY IT-0"X 6-8"_ INS.STEEL 2;FOYER COAT CLOSET ------ -�-- i 2'-0" -------____-_-_-- 3 jPOWDER ROOM j 12'-4" 1 { j jPOCKET OR SWING -_ --4'BASEMENT I2'-8" I i - _ 5 1CLOSET- --- 6!MASTER BEDROOM ;2'-6" - 7'MASTER BATH !2'-6" -_ 81_LI_N_EN i F-8" -- 9;WASHER DRYER CLOSET_ J6-0"X 6-8" 10°WALK-IN CLOSET 2'-6" 1 1 MB_R CLOSET 6'-0"X 6-8" I {_ BI-FOLD -12,DININ_G ROOM -- 6'-0"X 6'-8" I j `SLIDING GLASS PS6R _-U,GARAGEMOUSE ENTRY 2'-8" INS.STEEL ; j FIRE CODE 14!GARAGE _ '9'-0"X T-0" I i i !OVERHEAD 15 9'-0"X T-0" j ;OVERHEAD GARAGE i -- - -161 BEDROOM#2 !2'-6" 17 BR#2 CLOSET 15'-0"X 6-8" i ! BI-FOLD -18'BATH 2 ----- ;2'-6" --~19 LINEN`- ------- `1'-8" ----- � � -- --- - ---.- _. ----- - 20 ATTIC ACCESS -- 1'-10" INSUL. - 21 ATTIC STORAGE - 2'-2" - i INSUL. - __-- 22,BEDROOM#3 :2'-6" 23 BR#3 CLOSET 4-0" X 6-8" _ �BI-FOLD _24 ATTIC, ------- 2'-6" ---'INSUL. -- --' --------- - - --- -------- MHAN'OVER MINSUPANCE [Whe Hanover Insurance Company ❑ Massachusetts Bay Insurance Company Worcester, MA 01605 Bond No. BLN1632853 LICENSE OR PERMIT BOND KNOW ALL MEN BY THESE PRESENTS, that we, McShane Construction Company, Inc PO BOX 429 of Osterville, MA 02655 as Principal, and ❑The Hanover Insurance Company (A New Hampshire Corporation) ❑Massachusetts Bay Insurance Company(A New Hampshire Corporation) as Surety, are held and firmly bound unto THE TOWN OF BARNSTABLE as Obligee, in the penal sum of One thousand-----------------$1 ,000.00------- Doi lars, good and lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, and our heirs, executors, administrators,jointly and severally, firmly by these presents. WHEREAS the said Principal has applied to said Obligee for a license&X.or permi t .to, open, occupy, cross by vehicles and obstruct a certain, portion of a public sidewaLK, BERM, 'CtYbIrfg;' street' •or• way at the •1ocatirin• of• I;ot05 .Forest -Hills•; Got ui•t ;• -MA. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if Principal shall faithfully observe and honestly comply with the provisions of all Laws or Ordinances of Obligee regulating the business for which license is issued,then this obligation shall be void; otherwise to be and remain in full force and virtue. PROVIDED, THE LIABILITY OF THE SURETY upon this bond shall be and remain in full force and effect for the full period of the license, and renewals thereof, issued to the principal above named, or until ten days after receipt by the Obligee of a written notice signed by such Surety, or its authorized agent,stating that the liability of such Surety is thereby terminated and canceled; and provided further, that nothing herein shall affect any rights or liabilities which shall have accrued under this bond prior to the date of such termination. Signed,sealed and dated the. . . . . . .I$.ttb.... . . . . . . . . . . . . . . . day of . . . . July . . . , Y 2000 E , Principal. . INN (seal) CY _ By:. . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . _�;• �• ��..•�l�o:��\; "HEAY INSURANCE COMPANY JJ �5�,� RANGE COMPANY B . . . . . . . . . . . . . . . . . . . . . . . . Form 141-0761(M5) Attorney-in-Fact This Power of Attorney may not be used to execute any bond with an inception date after 10/15/2001 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY POWERS OF ATTORNEY CERTIFIED.COPY KNOW ALL MEN BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire do hereby constitute and appoint -Kathleen F.Silvia- of Centerville,MA and is a true and lawful Attorney(s)-in-fact to sign,execute,seal,acknowledge and deliver for,and on its behalf,and as its act and deed,at any place within the United States,or,if the following line be filled in,only within the area therein designated any and all bonds, recognizances, undertakings,contracts of indemnity or other writings obligatory in the nature thereof,as follows: -Any such obligations in the United States, not to exceed Two Hundred Fifty Thousand and No/100($250,000)Dollars in any single instance- And said companies hereby ratify and confirm all and whatsoever said Attomey(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED,That the President or any Vice President, in conjunction with any Assistant Vice President, be and they are hereby authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as its acts,to execute and acknowledge for and on its behalf as Surety any and all bonds,recognizances,contracts of indemnity,waivers of citation and all other writings obligatory in the nature thereof,with power to attach thereto the seal of the Company. Any such writings so executed by such Attomeys-in-fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons."(Adopted October 7, 1981 -The Hanover Insurance Company;Adopted April 14, 1982- Massachusetts Bayinsurance Company) REOF,THE HANOVER INSURANCE COMPANY AND MASSACHUSETTS BAY INSURANCE COMPANY have caused th p with their respective corporate seals,duly attested by a Vice President and an Assistant Vice President,this 15th day T E R INSURANCE COMPANY MASSA !��BAY I U NY (Se1) 1 Q g Y 1/�S� , eal) *A ice President is 'de � UJ tY► istant Vice President A sta t Vice P t 0 THE CO LTH OF MASSACHUSETTS ) d) 'HAAgps♦At A®' COUNTY OF WORCESTER ) ss. On this 15th day of October, 19913.before me came the above named Vice President and Assistant Vice Preside e4ian surance Company and fly"wpt+ /tts Bay l4ssurance Company, to me personally known to be the individuals and officers herein, and ackhowledg\e�Q.`�t�a�tt�se ed to the preceding instrument are the corporate seals of The Hanover Insurance Company and Massachusetts Bay Insur �C pant',, �ly,and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrumt�li�t ttr�.authority ap Jr�tion of said Corporations. Q. ,t�,pTARy�'. KZ z ea —UBOG Notary Public P` ...orc `� My Commission Expires November 26,2004 I,the undl i 9eis $esident of The Hanover Insurance Company and Massachusetts Bay Insurance Company, hereby certify that the above a. rue and correct copy of the Original Power of Attorney issued by said Companies,and do hereby further certify that the said P H ey are still in force and effect. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company and Massachusetts Bay Insurance Company. "RESOLVED,That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or any Vice President in conjunction with any Assistant Vice President of the Company,shall be binding on the Company to the same extent as if all signatures therein were manually affixed,even though one or more of any such signatures thereon may be facsimile." (Adopted October 7, 1981 -The Hanover Insurance Company; Adopted April 14, 1982 - Massachusetts Bay Insurance Company) GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this day of , 19 ANOVER INSURANCE COMPANY ASSACHUSETTS BAY INSURANCE COMPANY Assist r ice President Assis t Vice Preside, �, i r�:� �+a�r I�tit RD. it `" � V �rrF)twi� ,�09:. _ DATE IMM : ..... .... . .:. 10 14 PRODUCER The Fair Insurance Agency Inc THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION P.O. Box 430 619 Main Street ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Centerville, MA 02632 _- COMPANIES AFFORDING COVERAGE_ (5 0 8) .7 7 5-3131 COMPANY A MARYLAND CASUALTY _ INSURED COMPANY McShane Construction Co Inc B LEGION INSURANCE COMPANY P O Box 429 COMPANY C Osterville MA 02655 COMPANY (508) 775-3433 D . :..::.:. :............ 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 REOUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN;THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTA DATE(MMlDD/YY) DATE(MMIDD/YY) A GENERAL LIABILITY GENERAL AGGREGATE $1, 0 0 O O O 0 X COMMERCIAL GENERAL UABIuTv RGM 2 6 8 5 3110 0 9/O 1/9 9 0 9/01/0 0 PRODUCTS•COMPIOP AGG S1, 000, 000 CLAIMS MADE OCCUR PERSONAL 9 ADV INJURY $5 0 O 0 0 0 OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE S 5 0 0 O O O FIRE DAMAGE(Any one fire) S 5 0, 0 0 0 MED EXP(Any one person) S 5 0 0 0 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S ANY AUTO { ALL OWNFOAUTOS - BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY -- NON-0WNED AUTOS (Per accident) $ PROPERTY DAMAGE S GARAGE LIABILITY AUTO ONLY•FA ACCIDENT S ANY AUTO / / a / / OTHER THAN AUTO ONLY: EACH ACCIDENT S AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE S UMBRELLA FORM / / / / AGGREGATE $ OTHER THAN UMBRELLA FORM S B WORKERS COMPENSATION AND X STATUTORY LIMITS EMPLOYERS'LIABILITY WC I 11614 7 0 9/16/9 9 0 9/16/0 0 EACH ACCIDENT s 10 0, 000 THE PROPRIETOR/ PARTNERWEXECUTNE Irya DISEASE-POLICY LIMB s500, 000 OFFICERS ARE: EXCL DISEASE-EACH EMPLOYEE $10 O 000 oTHER. r DESCRIPTION OF OPERATIONSA.00ATIONSNEHICLESISPECIAL ITEMS xt SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE TOWN OF BARNSTABLE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL BUILDING INSPECTOR 15 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, SOUTH STREET BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR UABIUTV I3YI�IJN I S MA 02601 OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. AUT�H�qMHP ESENTATIVE 17{/iZ%!iCnl YFUAIt,� . - �\\-:, � lee Lna�j2jj2anr�ecz�lfz- a � 1C-a.:lccc�2u;��1 Board of Building eg ulations One Ashburton Place, Rrn 1301 Boston, Ma 02108-1618 License: CONSTRUCTION SUPERVISOR LICENSE Birthdate: 1 2/1 911 944 Number: CS 001508 Expires: 12/19/2001 Restricted To: 00 JOH'N 1 MCSHANE PO BOX 753, OSTERVILLE. m.-\ 026�;5 Tr. no: 16777 Keep top for receipt and change_of address notification. i RM The Commonwealth of Massachusetts FIE Department of Industrial Accidents 011Jce of/atyesti9a�oas 600 Washington Sheet Boston,Mass. 02111 Workers' Com ensation Insurance davit. name: lot?lion' MINA city hone# G I am a homeowner perfmming all work mys dE ❑ I am a sole netor and have no one workin in anv ° %/%� �///� {m employees working on this job. workers ensation...:.:::..::: . :.:.. :..:..:'.:::::: amanemployer providui$......r:::.:::::::::::::?.:,.::::::?:.::.:,-..... .:,... :..:::::. .::::.::.....:.:::::.::::.:::::::::?::.:._::.:::,.::.: :: .:::::: mP......:::::::::...::.::.::::::::::::. .:.:::::.:.:,:::.:::..:::::..::::..:...:.. ::•::... .:::, . . :... ............ ...:............ . .. .... .. ...::.:....:.:.. :..:....::.:::.:....................... ..... :: -. COMM vn am e... a cite .... ............... ::::.;;..::::::::...::::;::.�::;� ;:'is i;?::.::;{:'?:•:,•.:. ::: :::...:.: :..::• ;. .;:•:::;;::.,?.::...;<:.>:;.<;::.:;':'..:. . .:;::..;.}:<is:>:<:>:.;,::.;<,::;};<::>:<:«.: one#:.. ...... .... .... ........ .... ....:. .....::.::::::::::.::'.:::}:}:::i<:ii:<:>::? ::»::>i:�>;<::«>'::>�:::>.:> :>:::::>:;::>» >:::::::?:::>:>:>:.»;<:?:?,.::::::<////////a%a / �ud� r� homer(circle one and have hired the contractors listed below who am a sole propneWr have . ' � ........................................................ ensa win workers comp :.::�::.::::.:::.:::...:.:: :::::::.:::..::::.::.. the folio g :.... ..:. .,.::::::::....:::::::....::.:::::::::...::::::::::.....:::::::::::.:::::,....:.:::.:.:.:::...... :.::::.:.:::::...:.:::,::::::..::::. :: <:>r: ....................::::...... ....... .Fnam ♦ .. ..... ..:::.:.:.:.... �:-::.:-"4:??�iL?i:?:ii iii:3?;Y:?::isi::iC:}::;:i;:isiiir`::vii}i:•{:;:�}}::::::v:-:i:i•:�:i.:•::;;:?:::iii?:::::}..�::::.::....... ...... h ...:...-.....:};v:::::::'?i:•:}:?-:•::?:':ii ii:•iiiiii:•ii;:;iii:!ii::: i:.�i?iii is�ii:::riii:'Li<L:}.%v?ii:-:i„'}:iii:ii:i:i...:::'. �. ... .............:::.�::::::.:??•}i:i•}:.:i:4}:•}}:•:::.�.:ii•:u????•::::.�:•.::ii:}::.}:?.:n..:::::::.-::::.}:4:•::L•}::•:::i::vv::::r::{:i:•::}:ii:i:?:::i� :::::y' :.:,':.� .'::.::::;:::;:::;::::;:�:i•'i:::y::i:.•C'�:::C::::<S•:i:::::i:....... ......:.::. ..�::.................. ........-:.;:wi::::.J:::?O:???:::}i:4f•}:}:•}}};.}}}•.;-.}•.-... r:.ii:}}:i iYriiii:`1:'i_}i:iki�v::ii:}<:vi•::::.. ddr :. ..... .... ... ......... ............. .......... :... r.,.... \L. ..................::i:::::::::::::•. Y':ii:::i;:iY:ii::i^:is is .... ..... ...... ....... ....:. ....?. -...., .... A.L.. ............... ... .. ... rx ...r y .v r L+n>�:':::::::::.:::::.... ...r::i:}:::iiiii::i}:{:;:i:::{:iJi-;<:;{:iii:.ii$i?:it•ii}i>ii:::•:::.�.. ......... ......................::::::.......v:w:•:•.....:::nv... ..:•. v..... .....:...:.vnvr}::w\•.,v.v v:•�]YS .....-..... ane, n Z:vi 'i:i;-i:�:iii}i:i:ti:{;i:•iii:':t::�:i::{:is4ij:r-::ii:^:Ji:ivii?i:`vi'F::?i}i::i�'v?:i'}:i'i..........`:::•.�:::::: ........................ ..... ....... ....... ......... ........ ........xA .,-.....x.. .......:.-...:v- ............ .. •.•...... :........w:....-.�... �visJ:•ir;:....�:....;,...:•:-v:::::w:-�::::•:.w:::::::•:....' ....:..:...::.:... ......::::........:.:........::.........:::..........::::...........:•w:r.....-.......v:••.... ..::•: v•-,xn 1x„ .,.v.........•::::.... .. :...........Av...::{??:: .�:?•:::•::hy.y:::::}:v`}:L.>:�.+?•::?:•::.:.. :::•i:::v.�:::.::...:•:v::....:w::,....v::?L?}..•:•::w::::.:•......::....::•...:.}.}x:?:i:?•:nw-W,,;Jcv.. }-. .}.!:v::::..v-vw::w:•:::. ...................../ :::.:.:::: // //.// insurance co /// .:.........:.:;;;:::::::::>:;tG:o:.}i}isi}rh:�:>ii<iii :�>:::�::>ir.�»fi:>::;>>is�>s;:>:a:�:�»::i::>ii::?:i:<.}::::�;:�>:;:.>:«:;is::i>:;<�>::::::�:<:>i::>:?:>'-i�;::::;'-;;;: - - -- ........ ........... ............:.....:.-...... .....L.... e,,::.;.;••::;:::.:;i}:?.}:•}:?:::.•.::::::;:: :rii;;fis •. -_...::.�:::��;:>}:i>r}>:?<•}}:Ss>fi%�iit::�:: : z:>i:�i;:;:;;<:�i:i:;i>:::... ..... �:::•}>r};:;;:;:ii .... .... ...:. .-. campanv-nam ,...:::...:..:...:.:.::::: .::.....:::::•::......::::::......�:::......:::.�::,.::.:::.::-:::::::::::::::.�.�:::::::. ...:::::............. d dr e s 777777777. s. ::..:..:.::. . . ,:......,.:....:......:: .:. ..... ..............................:.::.............. •:Lx -••••#iiii"�:-��i<iiii:j;?:�:�i:;:s�}: $::�:.{•'.,:;i':;:y::iY:y�:;':J:!:;:;: <:`:�:�':; :�:; ::;:;�/'�'�: •`i .••ti-• ....................... .:n}w-iY?•i}:}i$}ii:}?:.x..n}}i'•::^:v:S.:....n:4i:r•,'?H�:.:..:.. :::::::::.�::::>}.{:.::::::::':::::.`:.`:::.:..v:.}.••.;?•}}:?L•:4:?:{:i::i)}•:?•::?vv:vi-y}}:•}}::.v:}.},:::r;?•v};'?•i::ry:{::; :•.......... ,,. ;;,.:::,::,.::.. Ir to 51�00.00 andror Failure to secure coverage as req>dred roofer Section 25A of MGL Lj2 ern lead to the WAIM inwattion of erimind penalties of a fine np one vim,itcure cz,ve t weII civfi pens n in the form of a STOP WORK ORDER and a Sae of 5100.00 a day against me- I tmde�that a the OIDce of Inv of the DIA for coverage verification copy of this statement a fo to I do hereby certify t torts and penalties of perjwy did the inforntation provided above is true correct 7 � /�l� , Date / - Simaiwe r Phone# Print name offldal we only do not write in this area to be completed by city or town ofilcial perndWeense# ❑Building DepartInent dtv or town: ❑Licensing Board ❑Seleconen,s Office ❑check if immediate response is required ❑Health Department phone — ❑Other contact person, (remee 9i95 PIA) Information and Instructions - t Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation�de forr any cc uoted from the "law", an employee is defined as every person in the service of another employees. As q of hire, express or implied, oral or written. to ver is defined as an individual partnership, association, corporation or other legal entity;or any two or more cr An emp ti ` tl.e foregoing --aged in,a joint enterprise, and including the legal representatives of a deceased employer, or the recce c, cr trustee of an individual, partnership, association or-other legal entity, employing employees. However the owner of a dwelling house hazing 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-Iicensing agency,shall withhold the issuance or renewal 3 applicant who has of a license or permit to operate a business or to construct buildings in the commonwealth'for any Pnerther the not produced acceptable evidence of compliance with the insurance-coverage required. Additionally, of public work until commonwealth nor any of its political subdivisions shall.enter into any contract for the performance acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contract authority. j Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names,address and phone numbers along with a certificate of insurance as all affidavits 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' compensatian policy,Please call the Department at the number listed.below. City or Towns D Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the Please � affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. be sure to fill in the peimit/license number which will be used as a reference number. The affidavits may be returned io 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 1 give us a call. The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents ottfce of InvestlDadons 600 Washington Street Boston,Ma. 02111 fax*: (617) 727-7749 phone#: (617) 7274900 ext. 406, 409 or 37.5 r MAScheck COMPLIANCE REPORT Massachusetts Energy- Code Permit # MAScheck Software Version 2 . 01 Release 2 Checked by/Date CITY: Mashpee , STATE: Massachusetts HDD: 5713 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 7-11-2000 DATE OF PLANS : 6/27/00 TITLE: New Residence PROJECT INFORMATION: Lot 5 Water' s Edge Cotuit, MA COMPANY INFORMATION: McShane Construction Company P.O. Box 429 Osterville, MA 02655 NOTES : The Brewster COMPLIANCE.: PASSES Required UA 472 Your Home 472 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA CEILINGS - 1017 30 . 0 0 . 0 36 CEILINGS 448 30 . 0 0 . 0 16 WALLS : Wood Frame, 16" O. C. 2346 11 . 0 0 . 0 209 GLAZING: Windows or Doors 41 0 . 470 19 GLAZING: Windows or Doors 18 0 .480 9 GLAZING: Windows or Doors 12 0 . 300 4 GLAZING: Windows or Doors 224 0 .460 103 GLAZING: Windows or Doors 24 0 . 320 8 GLAZING: Skylights 29 0 . 370 11 DOORS 55 0 . 190 10 FLOORS : Over Unconditioned Space 1426 30 . 0 0 . 0 47 FLOORS: Over Outside Air 9 30 . 0 0 . 0 0 HVAC EQUIPMENT: Boiler, 81 . O AFUE --------------------------------------------- - ------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has. been .% designed to meet the requirements of the Massachusetts Energy Code . The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found M CMR Appmdis J Table JS=b(continued) 4 Preaeriptive Packages for One and Two•Fan*Residential Buildings Heated with Food Fuels • MtVQMUM i MINIMUMGlazing Glazing Ceiling; Wail Floor Basement Slab Heau Efliling Am'(X) U-value= R values R value' R values Wall Perimeter F9uiPm=� a�Y' Package R value R value' 5"1 to 6500 Heating Degree Days' Q 12% 0.40 38 1 13 19 10 6 Normal R 12% 0.52 30 19 19 10 6 Normal S 12% 0.50 38 13 19 10 6 85 AFUE T 15% 036 38 13 23 N/A N/A Normal U 15% 0.46 38 19 19 1 10 6 Normal V IS% 0.44 38 13 25 NIA N/A SS AFUE W 15% O.52 30 19 19 10 6 8S AFUE X i S% 032 38 13 25 N/A NIA Normal Y 18% 0.42 38 19 23 N/A NIA Normal Z 19% 0.42 38 13 19 10 6 90 AFUE AA 18% O.SO 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: kpT S" `S 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4.. %GLAZING AREA(#3 DIVIDED BY#2): S. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f980303a 780 CMR Appendix J Footnotes to Table J5.2.1b: ` Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area, expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 ft'of decorative glass may be excluded from a building design with 300 ft of glazing area. ' After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with procedure, or taken from Table J 1.5.3a. U-values are for the National Fenestration Rating Council (NFRC) test p , whole units:center-of-glass U-values cannot be used. ' The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. 'Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing, and interior drywall. For example,an R-19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. s to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, The floor requirements apply p or garages).Floors over outside air must meet the ceiling requirements. T) a entire opaque portion of any individual basement wall with an average depth less than 50%below grade must me=: the 'same R-value requiremeni as above-grade wallet Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement d-scribed in Note b. 7 The R-value requirements are for unheated.slabs.Add an additional R-2 for heated slabs. " If the building utilizes electric resistance heating use compliance approach 3, 4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J52.1 a NOTES: a) Glazing areas and U-values are maximum acceptable levels. Insulation R values are minimum acceptable levels:: R-value requirements are for insulation only and do not include structural components. b) Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested procedure or taken from the door U-value and documented by the manufacturer in accordance with the NFRC test p Table J 1.5.3b. If a door contains lass and an aggregate U-value rating for that door is not available, include the in Ta g glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c) If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 ESTINA TED PROJECT COST WORKSHEET Value LIVING SPACE (high end construction) square feet X S115/sq. foot= (above average construction) square feet X $96/sq. foot = Z3� (average construction) square feet X $57/sq. foot= GARAGE (UNFINISHED) 49 square feet X $25/sq. foot = ( 0 0 PORCH square feet X $20/sq. foot = DECK G square feet X $15/sq. foot= OTHER square feet X $??/sq. foot= Total Estimated Project Cost For Office Use Only /nclusionary Afforda/i/e HousincZFee [residential Commercial" Property Owner's Name �� Project Location L C;( �{-r� (-c S T �s �0 0 jj v �- Project Value DA9 �-� 'l— Permit Number Y 7 3© 1/..2100 "Existing Sq. Ft. "Proposed New Sq. Ft. CAPE COD BANK&TRUST CO. 6 610 McSHANE CONSTRUCTION, INC. MASSACHUSETTS P.O. BOX 429 53.574/113 OSTERVILLE, MA 02655 7/19/2000 W (508)428-8500 0 10 $ ##2,182.12TO THE ° ORDER OF TOWN OF BARNSTABLE HOUSING FUND m Two Thousand One Hundred Eighty-Two and 12/100 d TOWN OF BARNSTABLE HOUSING FUND W- H SIGNATURE DP tf. i- ---� .`,...��L .-..-'3.. „'r t..-ti .w•�R,r'm•.•-F,-, .-.+..�n-«.-.',..s.y....ti�.,�s�7'��.J,^*`�-- _.b'Th+'�y'7r`«.:R.s-.�"�,'1�1'^`v.'vr.neA�as.rY+sv...c�++...-....•_.«..._ .. � :<� -,�'..,.' ,, _'.�' _ P`OpIHETp -,,The Town of Barnstable 9ARN3TA6LE. _ -Department of Health Safety and Environmental Services MASS. P Y t679 `00 Mpg Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice � 144Type of Inspection i u U H Location � {''� 4 Permit Number L 7 V36 Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 4�1 � 9 Please call: 508-862-4038 for re-inspection. Inspected byG Date °F1HE, ti The Town of Barnstable BARNSfABLE. ' Department of Health Safety and Environmental Services Y MASS. 0a t639. �0 plFDMA'�a. Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspectionti,�r!!�� Location R !,J CS, Permit Number �`/�7Y-f Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: F1 YCs4,Q A—)o-- w h tyT.. nz s c,vi-n P 4-hr2 Flo rs 7h'// WC5 'Crs Al s�' ko - JQD uo Cf l J .�, V � !A,�> open J 41 s. ,I/�°L ll11��7` l �—Ic' �iA,Ui? !�/I�`I4 %14 Gl � J IAaza 14�p OXW . r es t Please call: 508-862-4038 for re-inspection. Inspected by 'ask-�: Date 1 I 0 ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID—INTERTIED VIA A .AC ALTERNATING CURRENT UL—LISTED POWER—CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONC CONCRETE 3. A NATIONALLY—RECOGNIZED TESTING DC DIRECT CURRENT LABORATORY SHALL LIST ALL EQUIPMENT IN EGC EQUIPMENT GROUNDING CONDUCTOR COMPLIANCE WITH ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, FSB FIRE SET—BACK A SIGN WILL BE PROVIDED WARNING OF THE GALV GALVANIZED HAZARDS PER ART. 690.17. GEC GROUNDING ELECTRODE CONDUCTOR 5. EACH UNGROUNDED CONDUCTOR OF THE GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL Imp CURRENT AT MAX POWER COMPLY WITH ART. 250.97, 250.92(B). Isc SHORT CIRCUIT CURRENT 7. DC CONDUCTORS EITHER DO NOT ENTER kVA KILOVOLT AMPERE BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY NEUT NEUTRAL UL LISTING. NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING P01 POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. S STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT VOLTAGE AT MAX Vocp VOLTAGE AT OPENPOWER CRCUIT VICINITY MAP INDEX W WATT 3R NEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 PROPERTY PLAN PV3 SITE PLAN PV4 STRUCTURAL VIEWS LICENSE GENERAL NOTES PV5 STRUCTURAL VIEWS X PV6 ELEVATION GEN #168572 1. ALL WORK TO BE DONE TO THE 8TH EDITION PV7 ELEVATION ELEC 1136 MR OF THE MA STATE BUILDING CODE. PV8 ELEVATION 2. ALL ELECTRICAL WORK SHALL COMPLY WITH PV9 THREE LINE DIAGRAM THE 2014 NATIONAL ELECTRIC CODE INCLUDING Cutsheets Attached MASSACHUSETTS AMENDMENTS. MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Barnstable REV BY DATE COMMENTS REV A NAME DATE COMMENTS � s � UTILITY: NSTAR Electric (Cambridge Electric Light) # PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL — THE INFORMATION HEREIN NUMBER: J B-0261749 00 KEATING, PAULA KEATING RESIDENCE Rob Kreis • ' CONTAINED SHALL NOT E USED FOR THE SO�af��ty BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �., � (` NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type G 39 FOREST HILLS RD L5 10.53 KW PV ARRAY i, PART TO OTHERS OUTSIDE THE RECIPIENTS COTUIT ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: , MA 02635 TMK OWNER: THE SALE AND USE OF THE RESPECTIVE (39) AU Optronics # PM060MOO-27OW * 24 St. Mortin Drive, Building 2, Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: SHEET: REV: DATE: Marlborough, MA 01752 PERMISSION OF SOLARCITY INC. INVERTER: /5O8 428-1635 T: (650) 638-1026 F: (650)636-1029 SOLAREDGE SE1000OA—USOOOSNR2 \ COVER SHEET PV 1 9/2/2015 (BBB)-SOL-CITY(765-2489) rwwsolorcity.com 01'-s -ram y Fad oblm l5 �� OE�O - II it it IIII 41I III LEA Ili I I' Illt Ip i Ilil r, 2 N PROPERTY PLAN Scale:1" = 20'-0' W E 0 20' 40' _ S 1 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-026 I 74g oo IZOb KfeIS �0����'� CONTAINED SHALL NOT BE USED FOR THE KEATING, PAULA KEATING RESIDENCE �,�, BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: o y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C 39 FOREST HILLS RD L5 10.53 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: , 24 St.Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (39) AU_OptronlCS # PMO60MOO_27OW PAGE NAME SHEET: REV. DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN T. (650)638-1028 F.- (650)638-1029 �� PERMISSION of SOLARCITY INC. sERTER: GE sEl0000A—us000slvR2 (508) 428-1635 PROPERTY PLAN PV 2 9/2/2015 (BBB)-SOL-CITY(765-2489) www.solarcitycom PITCH: 20 ARRAY.PITCH`.20 MP1 AZIMUTH: 186 . ARRAY .AZIMUTH: 186 F MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 20 ARRAY,PITCH:20 Front Of HOUS2 �L: Comp Sli ng eAY :AZI SMORY: 2 Stories MP2 AZIMU MATERIAL: f • } PITCH• 15 ARRAY PITCH;15.. MP3 AZIMUTH:96 ARRAY AZIMUTH:.96 • MATERIAL: Comp Shingle STORY:.2 Stories PITCH: 40 ARRAY PITCH:40. M P 4 AZIMUTH:276 ARRAY AZIMUTH: 276 MATERIAL Comp Shingle -STORY-- 1 Story : 3 v "p (E) DRIVEWAY .• t C 7T 'LEGEND O M - E UTILITY -METER & WARNING LABEL •. IIF,� INVERTER_ R`ATED DC ISCO C O � & WARNING LABELS OM • © DC .DISCONNECT & WARNING LABELS . . MP1 MP2 AC nc AC DISCONNECT &,WARNING LABELS ' _ 7- DC JUNCTION/COMBINER BOX & LABELS•. O STR° DI IBUT ON PANEL & LABELS _ - .LOAD CENTER & WARNING LABELS - O DEDICATED,PV SYSTEM.METE A B O OF �{ STANDOFF LOCATIONS 4CONDUIT RUN ON EXTERIOR _ -- N � CONDUIT RUN ON INTERIOR � GATE/FENCE,- L ti O HEAT PRODUCING VENTS ARE RED r,_, . SS IS L I NA 09/02/2015 SITE PLAN N . • - � = Digitally signed by Nick Gordon Scale: 1/8" 1' W Date:2015.09.02 09:05:59-07'00' 0.1' 8' 16' . PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL- THE INFORMATION HEREIN JOB NUMBER: J B-026 1 1 749 00 \\ CONTAINED SHALL NOT BE USED FOR THE KEATING,. PAULA KEATING RESIDENCE - Rob Kreis • BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM:- - - - ��So, lacCity NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount 'Type C 39: FOREST HILLS RD .L5: 10.53 KW PV ARRAY h�. PART TO OTHERS OUTSIDE THE RECIPIENTS MaoutEs COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (39) .AU Optronics # PM060M00_27OW 24 St. Martin Drive;Building 2, Unit 11 SOLARCIY EQUIPMENT, WITHOUT THE WRITTEN - PAGE NAME SHEET. REV: OATS Marlborough;MA 01752 - PERMISSION OF SOLARCTY INC. '""�' 5Q8 428-1635 T. (650)638-1028 F: (650)638-1029 SOLAREDGE SE10000A-USOOOSNR2 SITE PLAN PV 3 9/2�2015 (8Bs)-SOL-CITY(765=lass) www.solarcity.com (E) 2x4 S1 (E) 2 � N of ti S1 2 N G v IVIL c" 1 „ 4 Sg NAL�N6 12'-6„ 12,-7„ 9/02/2015. (E) LBW (E) LBW (E) LBW Y(E) LBW SIDE VIEW OF MP1 NTS SIDE VIEW OF MP2 NTS A B MP1 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES MP2 . X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES LANDSCAPE 64" 24" STAGGERED LANDSCAPE 64" 24" STAGGERED PORTRAIT 48„ 19" PORTRAIT 48" 19" „ ROOF AZI 186 PITCH 20 STORIES: 2 ROOF AZI 186 PITCH 20 RAFTER 2X8 @ 16 OC ARRAY AZI 186 PITCH 20 RAFTER 2X8 �a 16" OC STORIES: 2 ARRAY AZI. 186 PITCH 20 Comp Shingle Comp Shingle S 1 - PV MODULE (E) 2X4 5/16" BOLT WITH LOCK INSTALLATION ORDER & FENDER WASHERS LOCATE RAFTER, MARK HOLE ` ZEP LEVELING FOOT (1) LOCATION, AND DRILL PILOT ` HOLE. " ZEP ARRAY SKIRT (6) SEAL PILOT HOLE WITH (4) (2) POLYURETHANE SEALANT., W-7 700, ZEP COMP MOUNT C ZEP FLASHING C (3) (3) INSERT FLASHING_ LBW I, (E) MR (E) COMP. SHINGLE . (1) (4) PLACE MOUNT. SIDE VIEW OF MP3 NTS (E) ROOF DECKING U (2) V (5) INSTALL LAG BOLT WITH C5/16" DIA STAINLESS (5) SEALING WASHER. STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES INSTALL LEVELING FOOT WITH - M P3 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES WITH SEALING WASHER C(6) BOLT & WASHERS. (2-1/2" EMBED, MIN) LANDSCAPE 64"_. 24" STAGGERED (E) RAFTER PORTRAIT 48" 1811S 1 STANDOFF RAFTER 2X8 @ 16" OC ROOF AZI 96 PITCH 15 STORIES: 2 Scale: 1 1/2 1' ARRAY AZI 96 PITCH . 15 Comp Shingle CONFIDEN J B-0 2 617 49 00 PREMISE OWNER: DESCRIPTION: DESIGN: TIAL— THE INFORMATION HERON JOB NUMBER: ■ CONTAINED SHALL NOT BE USED FOR THE KEATING, PAULA KEATING RESIDENCE Rob Kreis �:,;SolarCity.BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: �1 NOR SHALL IT BE DISCLOSED IN WHOLE OR IN CompMount Type C 39 FOREST HILLS RD L5 10.53 KW PV ARRAY PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES. �' COTU I T, MA 02635 v ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (39) AU Optronics # PM060MOO_27OW PAGE NAME SHEET REV DALE: Mariborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN T: (650)638-1028 F: (650)638-1029 PERMISSION of SOLARCITY INC. SOLAREDGE sEl0000A—us000sNR2 (508) 428-1635 STRUCTURAL VIEWS PV 4 9/2/2015 (BBB)—SOL-CITY(765-2489) nww.soiaraitycom (E) COLLAR. TIE (E) KNEE WALL S1 H OF N � I L 5 -5 1 =8 . 6 6 ss NaL 09/02/2015 (E) LBW r PV MODULE • SIDE VI E V V_ OF 1 " 1 r4 NTS 5/16 BOLT WITH LOCK INSTALLATION.ORDER D & FENDER WASHERS LOCATE RAFTER, MARK HOLE ZEP LEVELING FOOT (1) . LOCATION, AND.DRILL PILOT. ' MP4 X-SPACING X-CANTILEVER Y-SPACING Y-CANTILEVER NOTES ZEP ARRAY SKIRT (6) HOLE. LANDSCAPE 64�� 24°. STAGGERED (4) (2) SEAL PILOT HOLE WITH �� „ .. ''ZEP COMP MOUNT C POLYURETHANE SEALANT. . PORTRAIT . 48 19. _ . 'µ „ ROOF AZI 276 PITCH_. 40 = ZEP FLASHING C (3) (3) INSERT.FLASHING RAFTER 2X10 @ 16 . OC STORIES:' 1 ARRAY AZI .276 PITCH E) ( • COMP. SHINGLE C.J. 2X4 @16" OC Comp Shingle - (4) PLACE MOUNT , E ROOF DECKING (2) TH U .5/16" DIA STAINLESS (5) �INSSEALINGGWASHER. �5) LL STEEL LAG BOLT LOWEST MODULE SUBSEQUENT MODULES WITH SEALING WASHER . (6) INSTALL LEVELING .FOOT WITH (2-1/2": EMBED, MIN) . � BOLT & WASHERS. (E) RAFTER. c 1 TAN.DOFF • PREMISE OWNER: -, DESCRIPTION: DESIGN: JB-0261749 00 CONTAINED AL- THE INFORMATIONBE USED HEREIN JOB NUMBER: KEATING, PAULA KEATING RESIDENCE Rob Kreis CONTAINED SHALL NOT BE USED FOR THE ■ BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: - - - - - - �. - - o. NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount 'Type c 39�FOREST HILLS RD .L5 10.53 KW PV ARRAY ,N sOhrCI�� m� PART TO 01HERS OUTSIDE THE RECIPIENTS IMODULM. CQTUIT . MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (39) AU Optronics # PM060M00-270W 24.so Martin Drive,Bunging 2, unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET` REV: DATE: Marlborough,MA 01752., PERMISSION OF SOLARCITY INC. INVERTER 508 428-1635 T. (650)638-1028 F: (650)638-1029 . SOLAREDGE SE10000A=US000SNR2 ( ) STRUCTURAL VIEWS PV 5 9/2/2015: (e66)-SDL-CITY(765-2489) wwrsolarclty.com: T 10 DEG ROOF PITCH T.O. RIDGE T.O. RIDGE T.O. ARRAYFA T.O. ARRAY 9" BETW: 9" BETW. ROOF AND ROOF AND ARRAY ARRAY 25' 24'_3,1 24'-3 25, T.O. GRADE T.O. GRADE ELEVATION VIEW(BACK) E 1 $tlNle" 40 DEG ROOF PITCH 10 DEG ROOF PITCH T.O. RIDGE E T.O. RIDGE T.O. ARRAY T.O: ARRAY 7" BETW. 12" BETW. ROOF AND x ROOF AND ARRAY ARRAY 'r I 25'24,_5,� . 24' 25 I T.O. GRADE y ' . T.O. GRAD ELEVATION VIEW(WEST SIDE) �i @ ELEVATION NEW(EAST SIDE) E m.inn r� m.vrro J B-0 2 61 7 49 0 O PREMISE OWNER DESCRIPTION: DESIGN: CONFIDENTIAL S THE INFORMATION HEREIN JOB NUMBER: `\�1�SolarCit CONTAINED SHALL NOT BE USED FOR THE KEATING, PAULA. KEATING RESIDENCE Rob' Kreis BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 39 FOREST HILLS RD L5 10.53 KW PV ARRAY NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type C y. PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES COTUIT, MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH 24 St.Martin Drive,Building 2,Unit 11 THE SALE AND USE OF THE RESPECTIVE (39) AU OptronlCS # PM060M00_27OW PAGE NAME: SHEET: REV: DATE Marlborough,MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650)638-1028 F: (650)638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE1000OA-USOOOSNR2 (508) 428-1635 ELEVATION PV 6 9/2/2015 (Bes>—sol-arr(7s5—zas9) ,.a�salar�ity.aam 1 ;P t{. _ 3 t.: i. .7 PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL THE INFORMATION USED HEREIN �e NUMBER: J B-0261749 00 KEATING, PAULA KEATING RESIDENCE Rob Kreis \`!'solarCity,BENEFIT O SHALL NOT CE USED FOR THE I'1BENEFIT LL ANYONE EXCEPT IN WHOLE IR I MODNTING SYSTEM: 39 FOREST HILLS RD L5 10.53 KW PV ARRAY NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type G PART TO OTHERS OUTSIDE THE RECIPIENT'S MODULES: COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH r THE SALE AND USE OF THE RESPECTIVE (39) AU Optronics # PM060M00 24 St. Marta Drive, Building 2,Unit 11_270W PACE NAME: SHEET: REV. DAIS: Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN ISOLAREDGE NVERTER: T: (650)638 1D2 F: (6 638-1029 PERMISSION OF SOLARCITY INC. SE10000A—USOOOSNR2 (508) 428-1635 RENDERING PV 7 9/2/2015 (888)—SOL—CITY(765-2489) www.solorcity.com ' y J B-0 2 617 4 9 O O PREMISE OWNER: DESCRIPTION: DESIGN: CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER: ■ CONTAINED SHALL NOT BE USED FOR THE KEATING, PAULA KEATING RESIDENCE Rob Kreis := SolarCity BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: 39 FOREST HILLS RD L5 10.53 KW PV ARRAY �;� NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Comp Mount Type G PART TO OTHERS OUTSIDE THE RECIPIENTS COTUIT MA 02635 ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: 24 St. Martin Drive, Building 2, Unit 11 THE SALE AND USE OF THE RESPECTIVE (39) AU Optronics # PM060MOO-27OW PACE NAME: SHEET: REV: DATE: Marlborough, MA 01752 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: T: (650) 638-1028 F: (650) 638-1029 PERMISSION OF SOLARCITY INC. SOLAREDGE SE1000OA—USOOOSNR2 (508) 428-1635 SATELLITE RENDERING PV 8 9/2/2015 (666>-So<—CITY(765-2489) www.soarcity.com - GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE. BOND(N) #8 GEC TO TWO (N) GROUND Panel Number:NoMatch Inv 1: DC Ungrounded _ GEN #168572 WITH IRREVERSIBLE CRIMP Meter Number: INV 1 (1)SOLAREDGE�#SE1000OA-USOOOSNR LABEL: A -(39)AU Optronics�## PMO60M00_270W -RODS AT PANEL 222407906 Tie-In: Supply Side Connection Inverter; 100bOW, 240V, 97 5%w w/Unifed Disco andZB,RGM,AFCI PV Module; 270W, 243.1 PTC, MC4, 40mm,BlackonBlack, ZEP, 1000V, 50P F ELEC 1136 MR Underground Service Entrance INV 2 Voc: 38.5 Vpmax: 31.8 ' INV 3 Isc AND Imp ARE SHOWN IN THE.DC STRINGS IDENTIFIER �E 150A MAIN SERVICE PANEL + E� 150A/20 MAIN CIRCUIT BREAKER sl# 1 o arCity (E) WIRING. . CUTLER-HAMMER Inverter Disconnect CUTLER-HAMMER 5 A MD 150A/2P 7 Disconnect 6 SOLAREDGE IC C. 60A SE10000A-USOOOSNR2 MP 4: 1x11 GC Dc 4 MP 1,2, 1x17..(E) LOADS- GND _ GND --= ---___ ,_EGC/ --- TL DC+ ,4:-1x11. . . - GND EGC - -- ------------ -- --- -------- -MP 3 N I 4 } {1)Conduit Kit: 3/4" EMT - �• c EGC/GEC .. t� .. L - GEC TO 120/240V I ' SINGLE PHASE UTILITY SERVICE ;i PHOTO VOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN Voc* = MAX VOC AT MIN TEMP ' POI (2)Ground Rod; 5/8'x 8', Copper. v (1)CUTLER-HAMMER DG222NR8 /ra A (1)SolarCity#4 STRING JUNCTION BOX -(2)ILSCO IPC 4/0-�6 - • Disconnect; 60A, 24OVac,Fusible, NEMA 3R AC 2x2 STRMGS, UNFUSED, GROUNDED'. DC Insula ion Piercing Connector; Main 4/0-4, Tap 6-14 -(1)CUTLER- AMMER DG100N8 Ground�Neutral it; 60-100A General Duty(DG) �i9)SOLAREDGE 300-2NA4AZS S SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE. -(1)CUTLER-HAMMER 9 DS16FK PowerBox Optimizer, 30OW, H4, DC to DC, ZEP PV AS SERVICE EQUIPMENT AND SHALL BE RATED PER NEC. Class R Fuse Kit -(2)FERRAZ SHAWMUT 8 TR6OR PV BACKFEED OCP n d AWG �6, Sold Bare.Copper Fuse; 60A. 250V, Class RK5 ?' _ (1)A i ` 1)Ground Rod; 5/8" x 8','Copper (1)CUTLER-HAMMER #DG222URB C N ARRAY GROUNDPER 690.47(D). NOTE: PER EXCEPTION .NO. 2, ADDITIONAL Disconnect; 60A, 240Vac, Non-Fusible, NEMA 3R � ( ) (1)CUTLER-HAMMER DGIOONB ELECTRODE MAY NOT BE REQUIRED DEPENDING ON:LOCATION OF (E) ELECTRODE Ground eutral it 60-100A, General Duty:(DG) (1)AWG$6, THWN-2, Black � 1 AWG#6, THWN-2, Black (1)AWG #8, THWN-2, Black Voc* =500 VDC Isc =30 ADC (2)AWG #10, PV Wire, 60OV, Block Voc* =500 VDC Isc =15 ADC O (1)AWG#6, THWN-2, Red - ©IsF(1)AWG#6, THWN-2, Red - ® (1)AWG i8, THWN-2, Red Vmp =350 VDC Imp=21.32 ADC O (1)AWG#6, Solid Bare Copper EGC Vmp =350 VDC Imp-:8:38- ADC_ (1)AWG#6, THWN-2, White NEUTRAL Vmp =240 VAC Imp=42 AAC (I)AWG #10, THWN 2,'Wlhite NEUTRAL Vmp =240 VAC Imp='42 AAC , . ..0 AWG #10, THHN/THWN-2, Green. EGC. . . . . . . . . . . . . . . . ... . ... . . . . .70 AN#6,,Solid Bare,Copper. GEC. -(1)Conduit,Kit;.3/47.EMT, , , ,, , , , , , , , , , , , ,-(1)AWG ,,7NWN-2,.Green . . EGC/GEC-(1)Conduit,Kit;,3/4'•EMT: . . _ , . . . , (1�AWG /10, THWN-2, Black - Voc*.=500 VDC Isc =15 ADC (2)AWG #10, PV Wire, 60OV,Black Voc* =500 VDC Isc =15 - ADC O (1)AWG /10, THWN-2, Red Vmp =350 VDC Imp=8.38 ADC O (1)AWG #6, Solid Bare Copper EGC Vmp 350 VDC Imp=12.94 ADC - (1)AWG #10, THHN/THWN.2,,Green EGC. . . . . . . . . . . . . . . . . . . . .. V*,r 600V, Black. . . Voc* =500 . .VDC ISC =15 ADC (2)AWG y10, P .. O c+ (1)AWG #6, Solid Bare Copper EGC . Vmp =350 VDC Imp=8.38 ADC q PREMISE OWNER: z DESCRIPTION: DESIGN: CONFIDENTIAL- .THE INFORMATION HEREIN JOB NUMBER: J B-O 2 6 1 7 4 9. 00 CONTAINED SHALL NOT BE USED FOR THE KEATING, PAULA KEATING RESIDENCE Rob Kreis ����s • BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: _ NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Gom Mount .T e C 39 FOREST HILLS Z RD L5 . 10.53 KW PV ARRAY ►�� PART TO OTHERS OUTSIDE THE RECIPIENTS MODULES COTUIT. MA 02635 ORGANIZATION. EXCEPT IN CONNECTION WITH , THE SALE AND USE OF THE RESPECTIVE (39) AU'OPtronics # PM060MOO-27OW 24 St. Martin Driver, Building 2,Unit 11 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME SHEET: REV: DATE: Marlborough,MA 01752 PERMISSION OF SOEARCTY INC. INVERTER' T: (650)638-1028 F: (650)639-1029 SOI AREDGE SE1000OA-USOOOSNR2 (508) 428-1635 THREE LINE DIAGRAM PV 9 9/2/2015 (888)-SOL-CITY(765-2439), www.rolarcity.com ' WARNING:PHOTOVOLTAIC POWER SOURCE WARNING • WARNING ' ••, ELECTRIC SHOCK HAZARD •• ELECTRIC SHOCK HAZARD •• DO NOT TOUCH TERMINALS THE DC CONDUCTORS OF THIS •_ • • TERMINALS ON BOTH LINE AND PHOTOVOLTAIC SYSTEM ARESIDES MAY BE • . AND PHOTOVOLTAIC DC LOADIN THE OPEN POS TIONIZED MAY BEE ENDERGIZED DISCONNECT " •_ • • PHOTOVOLTAIC POINT OF -• INTERCONNECTION _ MAXIMUM POWER-_A WARNING: ELECTRIC SHOCK •° POINT CURRENT(Imp) - ••- HAZARD. DO NOT TOUCH '• ••0 MAXIMUM POWER- V •. TERMINALS.TERMINALS ON POINT VOLTAGE(Vmp) BOTH THE LINE AND LOAD SIDE MAXIMUM SYSTEM V MAY BE ENERGIZED IN THE OPEN VOLTAGE(Voc) POSITION. FOR SERVICE SHORT-CIRCUIT MA DE-ENERGIZE BOTH SOURCE CURRENT(Isc) AND MAIN BREAKER. PV POWER SOURCE MAXIMUM AC A OPERATING CURRENT MAXIMUM AC = V •. • • OPERATING VOLTAGE WARNING ' ELECTRIC SHOCK HAZARD •• IF A GROUND FAULT IS INDICATED NORMALLY GROUNDED -•" • • CONDUCTORS MAY BECAUTION '• UNGROUNDED AND ENERGIZED DUAL POWER SOURCE ••- SECOND SOURCE IS ••1 •, PHOTOVOLTAIC SYSTEM WARNING ' ELECTRICAL SHOCK HAZARD CAUTION -• I DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND ••- PHOTOVOLTAIC SYSTEM LOAD SIDES MAY BE ENERGIZED CIRCUIT IS BACKFED IN THE OPEN POSITION ••� DC VOLTAGE IS ALWAYS PRESENT WHEN SOLAR MODULES ARE EXPOSED TO SUNLIGHT WARNING -:• INVERTER OUTPUT •. • - • CONNECTION •• • , • _ PHOTOVOLTAIC AC - DO NOT RELOCATE - ••- THIS OVERCURRENT DISCONNECT • • DEVICE • • - :• MAXIMUM AC .0 OPERATING CURRENT ® A •e- MAXIMUM AC V •• , OPERATING VOLTAGE ® •• -• • • • :� • • • • • a �� • • San Mateo,CA 94402 .•- ' • �• • • • solar - r - . . 4 $O�a SolarEdge Power Optimizer Module Add On for North America' P300 / P350 / P400 SolarEdge Power Optimizer P40Module Add-On For North America (for 60-cell PV (foR PV (for96-cels," modules) modules) . - . . INPUT P300'/ P350 / R400. .... 3DD 35D ..... 4DD w ....... _ - - - Absolute Mawmum Input VOltage lVoc at lowest temperature) 48 •... 60 ..,, .,. 80 .•• Vdc' c . ............. ... ... .................... ....... ..... ... . ..... ............... ............ .. . - - - MPPT OPerannB Range - 8 48... .... ...........8 60.. ....8 80 Vdc Maximum Short Circuit Curr 10 Ad. c .. :,. . ... ... ................. ........ .... .......... ... ent(Isc) s' ° -, Mawmum DC Input Current 12 S- - ........... - . . .. 'Maximum EfficiencYr............. .. ... _ Efficency.... ........ .. ... .. ..... .. .. ...._ ` 99.5 Overvoltage Category ..... ....... .. A :. . . ?OUTPUT DURING OPERATION.(POWEROPTIMIZERCONNECTEDTO OPERATING INVERTER). ,. Maximum Ou[Pu[Current. ... ........................... 15 .. ............... Adc.... 'Maximum Output Voltage 60 Vdc l: -.OUTPUT DURING STANDBY(POWER,OPTIMIZER.DISCONNECTED FROM INVERTER OR INVERTER OFF) }' Safety output Voltage per Power Optimizer . _ + -STANDARD COMPLIANCE �.,25-a •f - EMC FCC Part15 Class B fEC61000-6 2 IEC63000 6 3 .. .. Safety..... .... .. -1(class II safety)UL1741 .. .. iP `^ IEC62109 & ROHS Yes 'INSTALLATION SPECIFICATIONS ..� I Maximum Allowed System Voltage ..... ...... 1000 .................................................... ...... . ,,„„,,,.,,. Vdc , DimenssonsdW xLx H)- ....,... 141 x 21l.2 x 40.5/5.55 x834 x 1.59.•• ........, mm./m - .. ..2.1 ..r. lb. . :, ,. _ ,• � .' Weight(Including cables). P ,950/..... ............... ..... g./ b , ..... ................. ...... ........ .. .. ........... Input Connector. ,,..:. ...:......... MC4/Amph.. .Tyco •.- - I_ - outputwue Type/.Connector..,..,. .......................................... •.•,• .... ..Double lnsulated;Amphenol..... .. ... .. .. ! Out ut Wire Length......... - ..0.95/3.0.. .. .. ..... 1.2/3.9 ....m%ft.... .....P...... ......... .. ......... ... ..... ........... .. .. . -. - ., Operating Temperature Range..... ....40 +85./.40-+185 C/F I' Protection Rating...:................ .:........ ......... .....IP65/NEMA4 ..:............ _ • - Relative Humidity .... .. .... 0 100 % .. ....... .............................. ....... ............. .. ............ .......................................... ............. - ............. ... oia•eoa sc Dower or mo moa�io moamo or op�o sx oowor voipan.oaow<d � PV SYSTEM DESIGN USING A SOLAREDGE THREE PHASE THREE PHASE INVERTER - SINGLE PHASE - 209V 480V - PV power optimization at the module-level Minimum String Length.Poweroptmz.$) a io. ....... ia. ...... = - Maximum S[nng Length(Power Optimizers) 25 25 50 Up to 25%more energy_ - — Maximum Power per String ....• •.... ... 5250 6000 12750 ...•W. - - ..... ....................-:.............................. .. ..... ............. ......... ..... ............. .. .. ... .. ....... ....... .. — Superior efficiency(99.5%) - - - Parallel Strm s of Different Lengths or Orientations - Yes - Mitigates all types of module mismatch losses,from manufacturing tolerance to partial shading - -- - - -. ....•. ...................••..........................•. .. - .................. , ( Flexible system design for maximum space utilization - I -Fast installation with a single bolt -Next generation maintenance with module-level monitoring Module-level voltage shutdown for installer and firefighter safety USA - GERMANY - ITALY - FRANCE - JAPAN - CHINA - ISRAEL - AUSTRALIA www.Solaredge.u5 _ L .. 9 1 j S YS TEM PROFILE NOT TO SCALE TOP FNDN, FINISH GRADE FINISH GRADE OVER OVER TRENCHES 72.o 5 EL . "7 3. FINISH GRADE 72. 5 FINISH GRADE OVER DIS T.. BOX 7 I. D q�4 o SEPTIC TANK 7 I . g i 'o.p� e it O.:4o v �� o' 12 MAX. o'o.lJ AO _ d o4q• d..••e•' 'b; :CC;4<.D� :O'::Q.e�tip :v �A.y'6Opa.a• ! .A'tiC. ! j� .,a ,f.• .. .. •• as TOTAL LENGTH OF TRENCH _ 25� a 3„ Q OUTLET PIPE LEVEL T. INr 1 FOR 2 F M -- c o QD•.00Q D :, O O Ct• . '•`: Q;� D.• q. O4 ..b, a o' b6rOo aF pg0 co p �' a 00 pD A o �O✓. 78 ° 1'to:o:'•`e:. 22 0 0 C. I. OR PVC TEES b� �'�. L: r�.r-�O $ C7 L� O o C7 odoo$ 1500 GALLON DISTRIBUTION BOX BSMT FL . o.a•o 0 EL . Cora.'O •o' '.°' ti 9° INSTALL ON LEVEL BASE "500 GALLON DRYNELLS PRECAST CONCRETE 10 REINFORCED o d I 0•' n. O. p p• o e ` _= " .�• n:o.n.a,.,. .00-e•. a b:�• a: Q�:p' D •o �o '••oC�7Q•' s a•►•'o.v -o o•. .0'9 D .e..•. .. .�'Pr•.?b. 9Y P: _ TRENCH SECTION -SE P TIC TANK INSTALL ON LEVEL BASE NOTE.' EXCAVA TE TO ELEV. V 2 LONER TO REMOVE ALL IMPER IDUS 7 " 12" MIN. MA TERIA L BENEA TH THE LEACHING .:REA 4 D rAM. REPLACE EXCA VA TED MATERIAL WI T'I 3" OF 1/8"-1/2" p - 74 CLEAN, CLAY FREE SAND a.,•o• ;'e;:. ��.�� 04.�.�, - �.•b•'.;?• ;.� WASHED PEASTONE R = e o HILLS -76 3/4 " - 1-1/2" WASHED .oc�i �:o.'• �•. ._.. F ro •O R= �.30 CRUSHED STONE A 3 . _7- L A.575.e2 GENERAL NOTES TRENCH wro TH A=7o 1. ALL EL EVA TIONS SHOWN ARE BASED ON NUMBER OF TRENCHES 1 • m_ _l 2. ALL PIPES IN THE SYSTEM MUST BE CAST IRON NUMBER OF DRYWELLS 2 OR SCHEDULE 40 PVC. of, "SEP VA TION PIT ®� 3. THE BOARD OF HEALTH MUST BE NOTIFIED - - N WHEN CONSTRUCTION IS`COMPLETE PRIOR RATE.' ' P-97B7 j PERCOLATION TO BACKFILLING • =1z1 h1-_OF"G. SI tJ fi< a <5 MIN../INti 4. ANY CHANGES IN THIS PLAN MUST BE APPROVED _ ...___. _ _� O \1 WITNESSED BY.• 7, O BY Y. THE BOARD OF HEAL TH AND CAPE G ISLANDS � -aIJ� E . 3 SURVEYING Co.. INC. _ DONNA MIORANDI _ 5. MATERIALS AND INSTALLATION SHALL BE IN �A N l ?2� COWL IA WI TH THE STATE SA TA BARNS. BRO. OF HEALTH DESIGN DA TA _ N ^ ✓UL. Y 12, 2000 CODE - TITLE V - AND LOCAL APPLICABLE DA TE.' _ _ _ _ _ RULES AND. REGULATIONS REGULATIONS 3 _ pip pc�t7 I NUMBER ;OF BEDROOMS 6. NORTH ARROW IS FROM RECORD PLANS AND �I"f # IZZ 'I VIE I 2 3 0.. w a GA RBA GE .DI SPOSA L NO --� -- IS NOT TO BE USED FOR SOLAR PURPOSES LO&H LOdM 1�9 - BULLS L C INON-HAZARDJ �" ? �" DAIL Y FLOW 330 GAL . IN 7. .FL 000 HAZARD ZONE 1500 GAL . B. WA TER SUPPLY gdNpy Coati SEPTIC TANK REO 'D. 8-s- ED . w 4 _•Io io ' s/4- ic�Y� s/4 � SEPTIC TANK PROVID 1500 GAL LEACHING REOUIRED 330 GPD. of , rn M��►ut-I M�IUF'1 - 5aN17. r-�7�ND SIDEWALL AREA = 152 S.F. to - 112 .. 152 S. F. X 0. 74G/S. F. - GPO. LOT 5 IoY �� to Y►2 �/ AREA = 329 S. F. 5, 000 ± ,3F LEGEND eo 9S. j 329S. F. X 0. 74G/S. F. = 243 GPO j LEACHING PROVIDED = 355 GPD 70 - _P_ROPOSED ELEVA TION 120 - NO - �ZDUN D W�JE V_ 12D" _O ROUND Wl� -7a - - EXISTING CONTOUR • '�° OesERVA TION PIT SINGLE FA MIL Y RESIDENCE C �a O DISTRIBUTION BOX " PROPOSED SEWA GE DISPOSAL S YS TEM �p ?g8•�. ___-� TRENCH 1•�o PREPA RED FOR 0 o SEP TIC TANK MC SHA NE CONSTRUCTION x _ _ LOT 5 FOREST HILLS DPI VE RESERVE AREA :�� , BARNSTABLE-COTUI T-MASS. -: ?t��00 PIPE_ AVID _INVERT ELEVA TION , , c i��LES , t„� SIc►C� DA TE.':J UN: 22, 20 CAPE 6 ISLANDS ENGINEERING PLOT PLAN _ LE AS NOTED 800 FALMOUTH ROAD QUITE 301 25- - SCALE" 1"- 20 5 _ -----7_ 5 _, • MA SHPEE, MASS �I PLAN NO.��Qo2200 MAP S.FC PCB UT - . . . -- L HSE