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0188 ANNABLE POINT ROAD
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Permit Post This Card So;That�rt is\/�sible_From the Stceetb A roved PlansMust be'Retamed on�Jo'b$andthis'Gard Muslbe Ke t +-'�Ax2if3TABLB. F M' Posted Until`final Inspection Has Been Made % ,, F > > .. Were a Cert h ificate of Occupartcyrs Requrretl;:such Buldmg$shallNot be;Occupietluunt�l aFlma!Inspection;has;been made , 4 Permit No. B-18-2338 Applicant Name: kelly keane Approvals Date Issued: 07/20/2018 Current Use: Structure Permit Type: Building-Smoke Detector-Fire Alarm Dection Expiration Date: 01/20/2019 Foundation: System Map/Lot: 211-035 Zoning District: RD-1 Sheathing: Location: 188 ANNABLE POINT ROAD,CENTERVILLE a ContWctor Narne kelly keane Framing: 1 F Owner on Record: DEMARTINO,JOSEPH M&SUSAN S . Conractor;Eicense. 1195 2 Address: PO BOX 513 - Est Project Cost: $0.00 Chimney:: CENTERVILLE, MA 02632 Pe mit $Fee: 35.00 Description: installation of security system to combo smoke/co Insulation: Fee Pald $35.00 Final: Date 7/20/2018 a O S Project Review Req: z Plumbing/Gas z - Rough Plumbing: Building Official Final Plumbing: tl� k Rough Gas: This permit shall be deemed abandoned and invalid unless the work authonzedby this permit is commenced within six monthsafter issuance. All work authorized by this permit shall conform to the approved application and the approved construction documentsffor which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open;for public inspection for the entire duration of the work until the completion of the same. Electrical z �� Service: The Certificate of Occupancy will not be issued until all applicable signatures bythe Building and F rtOffi6 ls7arepro�wded on tfiis permit. Minimum of Five Call Inspections Required for All Construction Work:'< Rough: 1.Foundation or Footing "` `< ^' 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed - 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons contracting with unregistered cor-rtractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Application .............. MASS L Pmmit Fee............3.- � ..............00=F=...............I......... 165 �� TotalF=Paid.................................................................... ���� ' TOWN OF BARNSTABLE pmmjit Approval by...FAD............. BMI)ING PE MV.........C//................P",-:1............ S............... APPLICATION Section 1— Owner's*Information and Project.Location ProjectAddress AMVWtk eQV*-P—k- - Village Lee*f vlltt- Owners Name BUILDING DEFT, Owners Legal Address 199 OMVVJ6�--PMA- JUL 19 2018 T INSTABLE C State OA A- W . ZiD -N OF BAR owners cell# CM9-OR- 2.-M 7) E-mail Section 2-Use of Structure Use Group_ F1 Commercial Structure over 35,000 cubic feet ❑ Commercial Struct=under 35,000 cubic fed Single/Two Family Dwelling Section 3-Type of Permit ❑ New Construction F] Move/Relocate F] Accessory Structure ❑ Change of use ❑ Demo/(enfire structure) [-] Finish Basement El Family/Amnesty F: Rebuild F] Deck Apartment Sprinkler er EJ Addition F] Retaining wall E] Solar El Renovation El Pool El Insulation Other Specify Section 4-Work Description ApplicationNumber.................................................... Section 5—Detail Cost of Proposed Construction Square Footage of Project _ Age of Structure Dig Safe Number #Of Bedrooms Existing Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method ® MA Checklist ❑ WFCM Checklist ® Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage Smoke Detectorsp ❑ Plumbing ❑ Gas /❑] Fire Suppression //// ❑ Heating System ❑ Masonry Chimney ®Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal ❑ municipal T❑ On site � I lEstoric District [] Hyannis Historic District F ] Old Kings IE_ -, y Debris Disposal Facility: I am using a crane ® Yes ❑ No Section 7—Flood Zone , Flood Zone Designation Within or adjacent to a wetland,coastal bank? Yes ❑ No ❑ I� Section 8—Zoning formation Zoning District Proposed Use Lot Area Sq.Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units(on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed AI Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ® Yes ® No Last undated:2/92018 ApplicationNumber........................................... Section 9 S�J Name` �4 :t4. Telephone Number Address /p�r/ W16 �.Q . City 4qU v%,9 e, State-A/.—Zip License Number 7�C— License Type Expiration Date—ql"71 I r Contractors Email IUWI,,CA vv\ cell#" I understand my responsibilities under the rules and regulatims for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and docament ation required by 780 CTMR and the Town of Barnstable.Attach a copy of your license. Signature Date Section-10--Home Improvement Contractor Name Telephone Number ' Address City State Tip Registration Number Expiration Date I I understand my responsibilities under the rules and regulations for Home Improvement Cofactors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy ofyour HIC... Signature Date Section 11—Home hers License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and doeumentatim required by 780 CMR and the Town of Barnstable; Signatre Date APPLIC"ANT SIGNATURE Signatur w-f- bate -1, q, 201S Print Name Telephone Number E-mail permit to: T e.d,+...7..+--7.'1 In unto + BARNSTABLE, '�' 9 MASS. �.1639• Town of Barnstable �® ATfp��A, Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder n as Owner of the subject property 66-teby authorize lk:�C'i ` AU!A MP C. to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) igna e of Owner Date Print Name Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Intemet Files\Content.Outlook\2PIOIDHR\EXPRESS.doc Revised 040215 The C'ol;r nion,wealth of_N'layssaelmsetts Department of Ilztdmstr•itxl Aceidents I C'ortgr�ess StrEet9 quite 100 Boston,MA 02114"-2017 uv� V4r6 mYptass.govldia Workers' Compensation Insurance Affidavit: General Businesses. TO BE FILED WITH THE PERMITTING AUTHORITY. Anp lie ant 1nfa,run21.0om __ FRease P>r>int LceLlI lly Business/Organization Nance: Associated Alarm Systems, inc. Address: 1047 Falmouth Rd. City/State/Zip. Hyannis, MA 02601 Phone#: 508-775-3442 Are you an employer?Check the appropriate box: Business Type(required): 1.© I am a employer with 10 employees (full and/ 5. ®Retail or part-time)." 6. F1 Restaurant/Bar/Eating Establishment 2.0 1 am a sole proprietor or partnership and have no 7. ❑Office and/or Sales(incl.real estate,auto,etc.) employees working for me in any capacity. [No workers' comp. insurance required] S. ❑Non-profit 3.El We are a corporation and its officers have exercised 9. El Entertaitmzent their right of exemption per c. 152,§1(4),and we have 10.❑Manufacturing no employees. [No workers' comp. insurance required]*' 11.®Health Care 4.❑ We are a non-profit organization,staffed by volunteers, with no employees. [No workers'comp.insurance req.] 12.® Other *Any applicant that checks box 11 must also fill out the section below showing their workers'compensation policy information. **If the corporate officers have exempted themselves,but the corporation has other employees,a workers'compensation policy is required and such an organization should check box#1. I am air employer that is providing workers'conrpensation insurance for my employees. Belo)v is thepolicy information.. Insurance Company Name: Dowling & O'Neil Insurance Agency Insurer's Address: 973 lyanough Rd. City/State/Zip: Hyannis, MA 02601 Policy#or Self-ins.Li,.#WCC50050041422018A Expiration Date: 02/01/19 Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cent ,, under t e pains and penalties of perjury that the information provided above is true and correct S i anature W,, Date: (Ct Phone#: 508-)75 d342 Of use only. Do not write in this area, to be completed by city or town offr.cial. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Cleric 4.Licensing Board S.Selectmen's Office 6.Other Contact Person: Phone#: www.mass.gov/dia Commonwealth Or"Massachusetts Department of Public Safety License: SSCO-000096 Security Systems -S-License KELLY A KEANE } . Employer: ASSOCIATED ALARM , is t' Commissianer Expiration: 04/27/2019 Fold,Then Detach Along All Perforations _ < ®MM®RIVV��paT�B OF MAS"AO'H"U:S'TTS::. BEARD;°QE ELECTRICIANS.>:>:<::..<:»` ?>r" ASSUES T.HE.FOLLOWING LICENSEAS A 4 REGISTERED SYSTEM.CONTRACTOR q s� - r a . KELLY A KEANE4 r S:. .i4SSOCIATEf]_ALARM SYSTEMS INC PO BOX 472 COTUIT, MA 02635 0472.:--' 15 :o 1195 C '" '` >' 0.7J31/20:9:9:»>.>::; 125338 i ASSESSORS REF.: Map 211, Parcel 035 ZONE: RD-1 I�� Fronts (min) 20' Width mian) 125' Setbacks: ` Front 30' 0 Side 10' Rear 10' m CB/�ftebor d OVERLAY DISTRICT: AP — Aquifer Protection District Lot 2 0 0� �' FLOOD ZONE: LL /12,800±SF to Lake FEMA Map one X New Concrete / #2J00116,52014 P� err\ Foundation ,4.8' Fn 84.3' TOF 0=42.7' (NAVD'88) ®/s /S hf \ FormGarage f/ Location CB H d 02. 8,oy \ nd c \ Fie OO" 0F 17.3' \ � 7S�Ap. 6o^f o+%,. 41 • A.0 \C) of ,Yo�oyok�� j ss, #188 e °yo CSN 1 Sty w1f ?,- Find Dwelling M of b4S��Y Of �f S RICHARD R. fp L'HEUREUX po NO. 34312 L tot 5 �nao e`6 d D o�4�P� V Q°(% Fnd V �e 1 certify that the new �Qi PG foundation shown. hereon conforms to the setback requirements of the Zoning PLAN SHOWING NEW FOUNDATION Bylaws of the town of AT 188ANNABLEEPOINR RD Barnstable. 11:1 ARp STABLE (Centerville) NOTES: MASS, DATE:January 4, 2018 SCALE:17-40' 1.) The structures shown were located on the ground 0 20 30 40 60 80 FEET by conventional survey methods on (or between) 25/MAR/13 and 03/JAN/18. PREPARED FOR: 2.) The property line information shown hereon was Joseph & Susan Demartino compiled from available record information. 3.) This plan is not for recording and is not to be PREPARED BY: CapeSury used for construction layout or deed description purposes. 23 West Bay Rd, Suite G DWG #. C80691 cppl FIELD BY. WHK/ASK Osterville MA 02655 (508) 420-3994 1'420-3995fax T 'WIN OF BARNSTABLE 7011r IN'Y 17 ?M. 3: 44 'IS 10 N n Xma . � pt�RW 4� O oz x CA S '& 0 S� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION a�� Map Parcel Application r7 15 BUI1DINGEP Health Division A Date Issued Conservation Division OCT 03 2017 Application Fee yJ Planning Dept. TGwN,oFQARNST Permit FeeS 1 .✓ 6 ABLE Date Definitive Plan Approved by Planning Board G Historic - OKH Preservation/Hyannis Project Street Address A2/1,ve Village &=;L,f� Owner nC2g4cpA 07. Address /8 R 01171-41A6 4 -Telephone S4 Permit Request Za' erAow&e✓ G Achoo ooe Square feet: 1 st floor: existing proposedy 2nd floor: existing proposed Total new d� Zoning District Flood Plain Groundwater Overlay Project Valuation 4;2%,000 Construction TypeluDG Lot Size . 6'/ .4-e e P Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes 0'No On Old King's Highway: ❑Yes Q-No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new O Half: existing new 0 Number of Bedrooms: existingO new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes S"N o Fireplaces: Existing New Existing.wood/coal stove: ❑Yes ❑ No gc ys� Detached garage: ❑ existing %drnew size—Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes LkNo If yes, site plan review# Current Use 15 C" Proposed Use SFR APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name - �� /y c)i9 �°d - - Telephone Number 77y- 14 > • -2a6 Address 4f-iye License # 5 S-66 C' r�ry GZ6 3.L Home Improvement Contractor# /? Q S'7� Email 01A V10"er-ecs e Worker's Compensation # Xelp, ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ID/M'9 SIGNATURE DATE lQ 1.3 ;> Los . : FOR OFFICIAL USE ONLY e + APPLICATION # DATE ISSUED MAP/ PARCEL NO. r, ADDRESS VILLAGE OWNER DATE OF INSPECTION: FQUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH - FINAL GAS:. ROUGH FINAL FINAL BUILDING ` DATE CLOSED OUT - ASSOCIATION PLAN NO. Town of Barnstable Building ns .»c � ��.. Post,Th Card So That rt is Visible From"the Strt Approved,Pla Must be Retained on Job and°this Card Must be Kept MAWis ee Posted UntIlFinal Inspection Has=Been Nlade � r ` z•, �` bs�SAXIMA va - A Permit s iWhere aert�ficate of OccupaneyWis Required,such Building shall Not be Occupied until a F�nallnspection has been made Permit No. B-17-3415 Applicant Name: CAPE COD CONSTRUCTION.SERVICES, INC. Approvals Date Issued: 10/19/2017 Current Use: Structure Permit Type: Building-Detached Garage-Residential Expiration Date: 04/19/2018 Foundation: Location: 188 ANNABLE POINT ROAD,CENTERVILLE Map/Lot 211-035 Zoning District: RD-1 Sheathing: Owner on Record: DEMARTINO,JOSEPH M&SUSAN S Contractor Na ezz CAPE COD CONSTRUCTION Framing: Address: PO BOX 513 SERVICES, INC. 2 Contractor License 170471 CENTERVILLE, MA 02632 Chimney: Description: Build a detached/workshop as per plan dated 8/22/17 E"stProject Cost: $125,000.00 (28'x 36') Permit Fee: . $737.50 Insulation Project Review Req: As Built Required _ Fee Paid`. $737.50 Final: G�b 1 o D e `` 10/19/2017 Plumbing/Gas Rough Plumbing: Y Final Plumbing: Building Official ! � ti Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. final Gas: All work authorized by this permit shall conform to the approved application and the„approved construction documents:for which this permit has been granted. All construction,alterations and changes of use of any building and structure shall be in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street orroad and shall be maintained open for public inspection for the entire duration of the Electrical 5 work until the completion of the same. Service: The Certificate of Occupancy will not be issued until all applicable signatures by thefBuliding and Fire Officials arse prow ded on this permit. Rough: Minimum of Five Call Inspections Required for All Construction Work: m -.3 ,_� 1.Foundation or Footing Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: . 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT �tHE1 Town.,of Barnstable Regulatory Services r Richard V.Scab,Director s639. 1�j' Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder ' 2S er/f.�+en%l-a , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to.be filled or utilized before fence is installed and all final inspections ate performed and accepted. ignature of Owner Signature of Applicant t Print Name Print Name ?�/Z:0l 'a Date Q:FORMS:oW MFERMISSIOIQPooLS Select Language I♦f Assessing Division Property Lookup Results - 2017 367 Main Street,Hyannis,MA.02601 <<BACK TO SEARCH<< Print Friendly Owner Information-Map/Block/Lot:211 /035/-Use Code: 1010 i Owner Owner Name as of DEMARTINO,JOSEPH M& Map/Block/Lot G/S MAPS 1/1/16 SUSAN S 211 /035/ PO BOX 513 Property Address 188 ANNABLE POINT ROAD CENTERVILLE, MA.02632 Co-Owner Name Village:Centerville Town Sewer At Address: No GIS Zoning Value:RD-1 Assessed Values 2017-Map/Block/Lot:211/035/-Use Code: 1010 2017 Appraised Value 2017 Assessed ValuePast Comparisons Building $108,600 $108,600 Year Assessed Value Value: Extra $36,100 $36,100 2016-$673,900 Features: 2015-$662,500 2014-$658,100 2013-$659,000 Outbuildings:$33,100 $33,100 2012-$743,100 2011 -$740,100 2010-$741,600 Land Value: $492,700 $492,700 2009-$795,200 2008-$843,000 2017 Totals $670,500 $670,500 2007-$841,900 Residential Exemption Received=$90,532 Tax Information 2017-Map/Block/Lot:211/0351-Use Code: 1010 's I Taxes i !� C.O.M.M.FD Tax(Residential) $818.01 Community Preservation Act Tax $165.99 Fiscal Year 2017 TAX RATES HERE Town Tax(Residential) $5,532.89 $'6,516.89 Sales History-Map/Block/Lot:211 /035/-Use Code: 1010 f I Office of Consumer Affairs•.and Business Regulation One Ashbur* Place - Suite 1301 Boston, Massachusetts 02108 Home Improveme�ptractor Registration Type: Corporation - z3 Registration: 170471 CAPE COD CONSTRUCTION SERVICES; ,i Expiration: 10/26/2019 _A INC. w _ t 163 TERN LANE CENTERVILLEt MA 02632 ` Update Address and return card. SCA 1 Cs 20M-05/17 .��e �rrri�zn�caeU��a�/TG�c1�ac�iieCl-s Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYRE-Corporation before the expiration date. If found return to: Registration= Expiration Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 5170 TE1=7Q471= ?10/26/2019 Boston,MA 02116 CAPE COD CONSTRUCTION SERVICES,INC. DAVID SAURQ 9. ' 163 TERN LANE { r AR� CENTERVILLE,`MA:_02632 Undersecretary Not valid without signature Massachusetts Department of Public Safety Board of Building Regulations and Standards License: CS-072866 - ' Construction Supervisor s' DAVID A SAURO i x 163 TERN LANE CENTERVILLE MA 02632 1` �r>.> J✓' fily - Expiration: 'Commissioner 06/06/2019 l The Ca mm"Wd a �t�rse s Depwommt qf1udusbidA 600 wmbbwtm&reet faston,MA 02HI rvtc�t�a.u�es�g��da . Wur wxs' Cbmp¢„i ,I ca Affiiavit era Apt IQfmm=fiGu Please Prh F a Adam Are you an employer?fheckthe appropriate ram TnPe of project(reT•ed)= I_ElI am a ampler with. 4. a ward caufzactur and I 6. Oldew cons emplop=(fall andtur pm "dime * bm hi%rd*m'=b-coab:mctnm 1❑ I am a sale prop orpmt3w- rE ed Onihe attached sheet. 7- ❑:R— g ship and base no emplayees Thmta sub-ca aftad=have g. 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Fa l=to semen cavecage as regaimdundes Sect 25A of MGL c.152 can lead to lie imposffiou,of minsfiml pevalfses of a fine up to SUOD OQ aadlar.one-yearimpdsesmes3t as well as civR penalties si the farm of a S'UP WOFM€MERand a of mp to$250M a day against ffie vio}aiur. Be adsised flid a copy-of this stab=erd srrayhe fixwnded to the f 25=of 1mvestkpfiom ofthe DIa4 for fimmance covemge verffmmfi= J Ida I 41by Mgr$z,pains druic ofperjWy dW tfis&fbrmad=provi&ffabme is hue and correct Sim_ Pbcm lk y' y& 7' ddo to. a.OidaL uw aaTy. 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Workers com Ez iration Dater. Pohc ..number r . A1A Steel LLC 5/1/2018 4531059 Ace Arborculture 1 212 9/2 0 1 7 WC 004-47-6237 Advantage Electric Inc 2/1/2018 4258X6812 Airtech Energy System&Copper Design Inc 3/27/2018 WCS2197G All Cape Garage Door Co.,Inc 6/1/2018 WCC500258601 Associated Alarm Systems,Inc 4/8/2018 WCC1198277 Belanger,Steven 2/4/2018 WC8746778 Bortolotti Construction Inc 3/7/2018 WCA020952415 Brennick Building Systems LLC 1/1/2018 701586301 Brian Bolton 2/23/2018 UB-0171NO47 Brothers Enterprises 5/2/2018 WCC500824301 Paul Buckmiller 5/12/2018 7PJUB-7430A7-08 Buckmiller Construction LLC Colony Insulation Inc 8/18/2018 TWC3233572 Creswell Construction Co.,Inc 12/31/2017 WC2-31S-342421-022 Hickey Construction Company,Inc. 1/13/2018 TWC3231453 Kevin McBride Plumbing&Heating Inc 5/1/2018 WC8661279 L&M Glass Co.,Inc 4/1/2018 NOWC 109484 Miguel Tatara Neto 3/4/2018 WC002011850 Tanguay,Martin 11/19/2018 WC417869978 Confidential 10/3/2017 Pagel I OF PARNSTABL-rc BROWN LINDQUIST FE. NUCCI`Q & '12:ABER ARGH: ITECTS? INC. 8th Edition Massachusetts Building Cod ewQ Mass. Version of the WRCM 110 MPH Exposure'B'Checkl.st Summary of Construction Requirements Project: DeMartino Garage, 188 Annable Point Road, Centerville, MA • Site is Exposure B • The Mass Checklist has been satisfied and is attached Standard Framing Connection Requirements: Table 2 from the WFCM manual Anchor Bolt Requirements: 5/8" threaded rods spaced 38" o/c drilled and epoxy grouted into concrete foundation wall into a 3/"x7" hole. All sill plates to be connected using 3"x3"x1/4" square plate washers. First Floor Requirements: First floor joist bays of the first floor framing from gable end to be blocked with 2x lumber 4' on center for the length of the joist. Sheathing to be nailed in accordance with Table 2 (8d nails, 6" spacing at the edges and 12" spacing in the field) Exterior Wall Requirements: All exterior wall studs to be 2x6, 16" on center. The double plates on the exterior walls to have a maximum splice length of 6 feet and splices to be nailed with 24- 16d nails in accordance with Table 6 in the WFCM 110/B booklet. Nailing of plates to studs to be with 2— 16d nails. The bottom plate to floor box nailing is 4 - 16d nails per foot for all first floor elevations. For all door and window openings, multiple kings studs are required. For openings up to 4 feet wide 2 king studs are required, for 5 feet to 9 feet wide, 3 203 WILLOW STREET SUITE A 93B COURT ST.UNIT 22 YARMOUTHPORT,MA 02675 PLYMOUTH,MA 02360 PH 508-362-8382 PH 508-927-4127 WWW.CAPEARCHITECTS,COM king studs are required and for openings 10-12 feet wide, 4 king studs are required. For shear and uplift connections of the sheathing, the sheathing is to be installed P 9� 9 and nailed in accordance with Note 4 on the Mass Checklist. This includes running full sheets or sheathing running_from PT plate at foundation to top plate for single story walls. ' Roof Framing Requirements: Rafter connections to the top plate requires Simpson H2.5 hurricane clips with 2x blocking between joist bays toe nailed to the rafters with 7 - 10d nails per side. If blocking is note desired Simpson H-10a or H14A hurricane clips can be substituted and installed on every rafter without blocking. All clips to be installed in accordance with Simpson requirements. Collar ties are required in the upper third of the roof rafters and are to be nailed with 5- 10d nails per side or use Simpson LSTA 18 straps from rafter to rafter over ridge board. Roof sheathing to be nailed using 8d or equivalent nails 6" on center in the field. The first two bays between rafters are required to be blocked 4 feet on center at all gable ends per WFCM. Limitations and Contractor Responsibilities: The contractor must refer to the Tables and Figures within the WFCM 110 MPH Exposure B booklet for illustrations and requirements discussed within this summary. All connections and nailing must meet the requirements herein and as illustrated in the booklet in order to be in compliance with the building code. The contractor is responsible.to ensure,all connections, nailing, and anchor bolts are visible to the inspector at the time of framing inspection/foundation inspection. The contractor must reference the Simpson Strong Tie C-2011 catalog for all strap, hanger, and tie installation requirements and limitations. This document and the attachments as well as a copy of the WFCM booklet must accompany all sets of plans submitted to the building department and issued to the contractor/ subcontractors unless the plans are updated with notes and details that reflect the requirements stated in this document and attachments. Tim Sawyer, Project Architect Brown Lindquist Fenuccio & Raber Architects, Inc. 203 WILLOW STREET SUITE A 93B COURT ST.UNIT 22 YARMOUTHPORT,MA 02675 PLYMOUTH,MA 02360 PH 508-362-8382 PH 508-927-4127 WWW,CAPEARCHITECTS.COM AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' { Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).......................................:.......................... .................................................110 mph Q WindExposure Category.................................................................. .............................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)........1 stories 5 2 stories Q RoofPitch ..........................................................................(Fig 2) ...................................................6 <- 12:12 Q Mean Roof Height ...............................................................(Fig 2)...................................................14 ft <_33' Q Building Width.W...............................................................(Fig 3).................................................. 28 ft <_80' Q Building Length, L ..............................................................(Fig 3)...................................................36 ft <_80, Q Building Aspect Ratio(LAN) ...............................................(Fig 4)....................................................1.28<_3:1 0 Nominal Height of Tallest 0 enin 2 ...................................(Fig 4 ..................6_7"!!5 68" Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete...................................................:.......................................................................... Q ConcreteMasonry.................................................................... ......................:......................................... N/A 2.2 ANCHORAGE TO FOUNDATION''' 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(Table 4)..................................................... 38 in. Q Bolt Spacing from endfjoint of plate ........:...................(Fig 5)......................................... 10"in. 5 6"-12" Q Bolt Embedment-concrete.........................................(Fig 5)................................I.....................7 in.z 7" Q Bolt Embedment-masonry.........................................(Fig 5)............................................ in.>15" N/A Plate Washer,..............................................................(Fig 5)...............................................2:3"x 3"x'/4" Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)...............................:.... Q Maximum Floor Opening Dimension...................................(Fig 6)......................................................—ft 5 12' N/A Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Q Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.................(Fig 7)........................................................Oft s d Q Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)........................................................Oft 5 d Q _ FloorBracing at Endwalls...................................................(Fig 9)............................ ....................................... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Q Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)..........................3/4 in. Q Floor Sheathing Fastening..................................................(Table 2)..............8d nails at 6in edge/12 in field Q 4.1 WALLS t' Wall Height Loadbearing walls.:........:.............................................(Fig 10 and Table 5).............................8'-8" <_10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................8'-8 5 20' Q Wall Stud Spacing ...................................(Fig 10 and Table 5)....................16"in.s 24"o.c. Q Wall Story\Offsets ........................................................(Figs 7&8).................................................Oft 5 d Q 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5).........................................2x6-8 ft 8 in. Q Non-Loadbearing walls........................ ............... ... Table 5 .........................2x4-8 ft 8 in. Q Gable End Wall Bracing 1 Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length....................................I...........(Fig 11)...............................I............. ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................—ft>_0.9W N/A AWC Guide to Wood Construction in.11i;h Wind Areas: 1.10 nrph Wind Zone Massachusetts Checklist for Compliance(7s0('MR 5301.2.1.1)' and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................................................. N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Q Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).........................................6 ft Q Splice Connection(no.of 16d common nails)..............(Table 6)............................................................24 ' Q Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7)............................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8)..............................................................2 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..........................................6 ft 0 in.<_11, Q Sill Plate Spans ........................................................(Table 9)..........................................0 ft 0 in. <_11' Q Full Height Studs (no.of studs)...................................(Table 9)..............................................................4 Q Non-Load Bearing Wall Openings(record largest opening but check all openings for'compliance to Table 9) Header Spans.............................................................(Table 9)........................................10 ft 0 in.5 12' Q Sill Plate Spans...........................................................(Table 9)..........................................0 ft 0 in. <_12" Q Full Height Studs(no. of studs).....:..............................(Table 9)..............................................................2 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' Minimum Building Dimension,W Nominal Height of Tallest Opening2 ..........................................................................6=6„<618" Q. Sheathing Type..............................................(note 4).........................................................7/16" Q Edge Nail Spacing.........................................(Table 10 or note 4 if less)...............................3 in. Q Field Nail Spacing..........................................(Table 10).....................................................12 in. [( Shear Connection(no.of 16d common nails)(Table 10)............................................................3 Q Percent Full-Height Sheathing.......................(Table 10).............................................65%/66% Q 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... N/A Maximum Building Dimension, L Nominal Height of Tallest Opening2.................................................................. 6_6"5 6'8" Q Sheathing Type..............................................(note 4)...................,.....................................7/16" Q Edge Nail Spacing.........................................(Table 11 or note 4 if less)..............................3 in. Q Field Nail Spacing..........................................(Table 11)......................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11).;..........................................................3 Q Percent Full-Height Sheathing.......................(Table 11).............................................34%/63% Q 5%Additional Sheathing for Wall with Opening>6V(Design Concepts)..................... N/A Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ Q 5.1 ROOFS Roof framing member spans checked'?.*.....................(For Rafters use AWC Span Tool,see BBRS Website) Q Roof Overhang .................................................... (Figure 19)............... 1'-0"s smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors- Uplift................................:...............(Table 12)..............................................U=203 plf Q Lateral..............................................(Table 12)...............................................L=176 plf Q Shear....................................... .....:..(Table 12)................................................S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...:..............................T=138 plf Q Gable Rake Outlooker..........:.............................. (Figure 20)...................1 ft s smaller of 2'or L/2 Q Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors a Uplift.................................:..............(Table 14)............................................U= lb. N/A Lateral(rio. of 16d common nails)...(Table 14).......................................L= lb. N/A Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Q Roof Sheathing Thickness........................................... ...............................................5/8 in.>_7/16"WSP Q Roof Sheathing Fastening............................................(Table 2).............................8d a 6"edge/6"field Q I AWC Guide to Wood Construction in.High Wind Areas: 110 niph Wind Zone Massachusetts Checklist for Compliance(780 c'MR 5301.2.1.1)' Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the,following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. AWC Guide to Wood Construction in High Wind Areas: I10 nzph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' a. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment } "WHET?THIS EDGE FWM ON FitA ING USE 8d NAitS A'f 6b.c. ' ------------ I I I L 1 11 11 114 1 l 1 - O I I 1'1 - F i ii it as 1 F u u o 1 11 Ifl :r 61 it ii S 1 I! (L /1 a I1 j 1/ 1 1 II Q 11 11 W 1 V II 1 1„ • r � II tl 11 11 {1 I Dousu EDGF — 1� NAILSPACING PANEt d 4 See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment f AWC Guide to Wood Construction in High Wind Areas: 110 nrnh Wind Zone Massachusetts Checklist for Compliance (7s0 CMR 5301.2.1.1)' r r � moo i r >^ r r r � r RQ i r r r r r r r i� r � r Z UIm �r Ir r r Qa tl Q II li ' . FRAMING MEMBERS i i i r EDGE RdiERMEDIAT£ i i r Sam r Z �_. -- r STAGGERED 3"MI�1 NWLPATTEAN 2 PANEL PANEL EDGE DOUBIF NAIL EDGE SPAMG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 0?6/ Parcel D3 $ k^ E fl -; Application # ` (� Health Division Date Issued Conservation Division Application F sit Planning Dept. ` Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address 1 F �tiicrAB(o �QT �o�-� Village CE-�VT'.=_�y%e-4� Owner ,7o-z erh �ellla-eT7'"O Address C e,, 7-e2 L-i'GL -W-0 Telephone Z?y V� Permit Request _ 44V 176 vs e oOv-IF Gc,.•c� w y7/- Square feet: 1 st floor: existing proposed C 2nd floor: existing X _proposed Total new,, c Zoning District Flood Plain Groundwater Overlay Project Valuation`llr7, J'CU Construction Type Lot Size • .0sl/ 4c2ots Grandfathered: UV'Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family kle' Two Family ❑ Multi-Family (# units) Age of Existing Structure ='440YO- Historic House: ❑Yes 9TNo On Old King's Highway: ❑Yes Q No Basement Type: t"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: oZ existing - new Total Room Count (not including baths): existing new First Floor Room Count S� Heat Type and Fuel: ❑ Gas eOil ❑ Electric ❑ Other Central Air: ❑Yes td"N� o Fireplaces: Existing New Existing wood/coal stove: ❑Yes 9<o Detached garage: Q existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �/-�Ir<� ��fi2G Telephone Number Address 163 72tti 44-1W License # _7--P6 6 Home Improvement Contractor# Worker's Compensation #wC TJCr- QV- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �6�S•�G SIGNATURE DATE SZ?X_26�oz r FOR OFFICIAL USE ONLY APPLICATION# 1 DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER. F, 'c DATE OF INSPECTION: f FOUNDATION a FRAME 9, INSULATION k F y FIREPLACE r ELECTRICAL: ROUGH FINAL c ` PLUMBING: ROUGH FINAL , GAS: ROUGH FINAL FINAL BUILDING 1, DATE CLOSED OUT ASSOCIATION PLAN NO. i is L 1 no c urnmunweucen uj lrlus•saunus•eaas Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Tasurance Affidavit: Builders/Contractors/Electricians/PIumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual):. L44,oe �Q� („[�•t�S TrliCll4.c� 6� it�/�oS Address: e;l;A,P City/State/Zip: n-17-ee ' ;e�e /) G G:> Phone.#: 7 2Y L/(r'Z.-,1�}o L Are you an employer? Check the appropriate AM Type of project(require:_ 1.❑ I am a employer with 4. I am a general contractor and I. employees(full and/or part time)* have hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner- listed on the-attached sheet 7. [Remodeling ship and have no employees . These sub contractors have g, Q Demolition*, working for mein any capacity. employees and have workers' c 9. ❑Building addition [No workers' comp.insurance omp.insurance. required.] 5. We are a corporation and its 10.0 Electrical repairs or additions officers have exercised their 3.Q I am a homeowner doing all�work 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL , 12.❑Roof repairs insurance required_]t c. 152,§1(4),and we have no employees. [No workers' 13.0 Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below,showing their workers'compensation policy infor ation: t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new afdavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. 'lam an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information Insurance Company Name: Policy#or Self-ins.Lic.#: io e - 009. 9 y• 91 f! Expiration Date: - R ddc ld_ Job Site Addres s:_jORS !� 'L'Z � rera�e+�' City/State/Zip: eeA re L,-e �`d9t G1 G3,Z Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure_to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a ' fine up to $1,500.00 and/or one-year imprisonment, as well as civil penaltitrs in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be.advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ertcfy under the pains•and penalties of perjury that the information provided above is true and correct Signature: , Date: 9Ozo /0L Phone#: _?Z Y'yk7 ' ozozf>�D Official use only. Do not write in this area, to,be completed by city or town official: City or Town: Permit/License# Issuing Authority(circle one): 1,Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: . Sub Contractor W-9 and Certificate of Insurance nst�[ed .,r Certlflcate.of:7nsurAce,_Ex�ratlon Dade ,Polk nuiritier.',"W9''Em'lo'er c_.i Ace Arborculture General Liability - 4/19/2013 1265616 X 04-319-4573 Phone: Automobile Liability 10/1/2012 10MMMM9021 025-48-7944 Fax: Workers Compensation 12/29/2012 WC 004-47-6237 All Cape Garage Door Co.,Inc General Liability 10/7/2012 - MPK 3861 X Phone: 508-398.2757 Workers Compensation 6/1/2013 WCC500258601 Fax: 508.428-1184 Belanger,Steven General Liability 6/14/2012 CBP8685991 020-60-4983 Phone: 50&428.1389 Workers Compensation 2/4/2013 WC8746778 Fax: 508.420-3568 Automobile Liability 6/14/2012 BA8681992 Black Lab Alarm General Liability 9/21/2012 R0105542 Workers Compensation 2/19/2013 26WEND470401 - Automobile Liability 2/4/2013 91022576 Umbrella Liability 4128/2013 1300003367 Brennick Building System LLC General Liability 2/25/2013 CB4E1820 Workers Compensation 1l11/2013 701586301 Phone: 508-775-5111 Automobile Liability 4/1/2013 T39797 Fax: 508-896-7997 Umbrella Liability 10/5/2012 5,16592 Brian Bolton Workers Compensation 2/23/2013 UB-0171NB47 Phone: 508-776-3466 General Liability 2/18I2013 NPP1265104 Fax: 508-3624129 X Brothers Enterprises - General Liability 4/11/2013 BHO 53349462 X 26-4538431 Automobile Liability 3/5/2013 MCA 7015051 Worker's Compensation 5/2/2013 WCC 500824301 Buckmiller Roofing Workers Compensation 5/1/2013 7PJUB-7430A7 - General Liability 5/15/2013 CP46859505 Builder Services Group,Inc.-Cape Cod Closets General Liability 6/30/2012 MWZY5552510 d/bla:Quality Insulation&Bldg Prod Workers Compensation 6/30/2012 WLR C46135623 - Automobile Liability 6/30/2012 MWTB 1839810 Cape Cod Concrete Cutting General Liability 1/28/2013 ZAGLB9100500 Workers Compensation 1/28/2013 ZAWC19150500 Automobile Liability 1/28/2013 ZAWC19190200 Cape Cod Custom Floors,Inc General Liability 12/13/2012 BOP8566651 Phone: 508-778-1965 Workers Compensation .5125/2013 08WECKL1007 Fax: 508-778-5575 Umbrella 12/13/2012 CU8569751 - Colony Insulation General Liability 8/18/2012 8500028928 Automobile Liability 8/18/2012 49692400002 Workers Compensation 8/18/2012 TWC 3233572 Creswell Construction Co.,Inc General Liability 5/19/2013 CB 8E7050 Worker's Compensation 4/19/2013 WCt-31S-342421-029 - Demello Concrete Floor Co.,Inc General Liability 9/4/2012 CBP8734652 Automobile 10/21/2011 BA8542853 Workers Com ensalion 311112013 WC8748398 EW Drew Inc General Liability 8/28/2012 16606135M38A - Workers Compensation 8/28/2012 UB3096LO5809 , Automobile Liability 8/28/2012 BA0286C72709SEL Fuller Electric Company,Inc. General Liability 9/22/2012 MP080356 04-228-2361 Phone: 508-775.0030 Workers Compensation 9/22/2012 WC080356 X Fax: 508-775-6977 Automobile Liability 9/22/2012 M9080356 Gardner Concrete Forms Inc. General Liability 4/4/2013 1680346CC154 X 661141815 Phone: 508-759-5630 Automobile Liability 4/4/2013 06343132-2 - Fax: 508-759-5091 Workers Compensation 5/1/2013 TWC3238811 - Gregoire,Francis .General Liability 4/1/2013 BLW 52484287 X 043458812 DBA: F G Masonry Workers Compensation 4/1/2013 XWO 52484287 Hickey Construction Company,Inc. - Workers Compensation 1/13/2013 TWC3231453 X 042913741 Phone: 508-771-4128 General Liability 4/912013 168015958907 Automobile Liability 4/9/2013 BA1944B05A Kevin McBride Plumbing&Healing Inc x 20.477-1754 ' Phone: 508-778-4556 General Liability 1 211 8/201 2 R0644392A Fax: 508-778.2549 Workers Compensation 11/19/2012 76 WEG FX7947 L&M Glass General Liability 5/1/2013 CCP9721358 Automobile Liability 5/1/2013 BA9721858 Workers Compensation 5/1/2013 WC8658525 ' LaFleur LLC Automobile Liability 711/2012 BAP 8613796 X 013466674 General Liability 7/112012 CLP7924573 Worker's Compensation 7/9/2012 WC7924574 - Lambros,George General Liability 1/10/2013 C8834784 Mass Fire Protection Systems General Liability 5/30/2013 72LPS012683 Automobile 5/30/2013 BA8675922 Workers Compensation '5/30/2013 WCC500591701 Miguel Tatars,Neto - General Liability 3/14/2013 BP00008250 X 017.90-08% - Phone: 508-360-8365 Workers Compensation 5/8/2013 UB-4221P798 Northern Sealcoating&Paving Inc. General Liability 10/112012 CLA019849413 X 042742821- Phone: 508-398-9474 Automobile Liability 10/1/2012 MAA019849512 Fax: 508-394.0955 Workers Compensation 4/1/2013 NOWC 109484 Paul J.Cazeault&Sons Roofing Inc. General Liability 4130/2013 FMMA 0027012 Phone: 5OB:428.1177 Workers Compensation 8110/2012 WC003603096 Fax: 508-420-4555 Robert B.Our Company General Liability - 12/1/2012 CPA130142819 Automobile Liability 1211/2012 MMA130144019 - - Workees Compensation 1/1/2013 WCA031676711 Rustys Inc General Liability 2/5/2013 8500041993 Phone: 508-775-1303 Worker's Compensation 1/15/2013 9114470110 Fax: 508-771-9310 Automobile Liability 2/5/2013 8672400003 _ Steven Cappelluccl General Liability 11/30/2012 CLP7944623 Automobile Liability 10/28/2012 BAP8458349 Worker's Compensation 12/8/2012 WC8624990 Confidential 6/7/2012 - •Page 1 r u Massachusetts- Department of Public SafetN } Board of Building Regulations and Standards i Construction Supervisor License License: CS 72866 DAVID A SAURO I 163 TERN LANE CENTERVILLE, MA 02632 i Expiration: 5/6/2013 Commissioner Tr#: 14635 Office of Consumer Affairs&B smess Regulation HOME IMPROVEMENT CONTRACTOR 1TCACOD Registration '1.70471 Type. EExpiration 1 0127/2 01 3 Private Corporatioi I CONS,iRUG ON SER,)CE$,INC. r DAVID SAURO 2�4,k ' 163 TERN LANE , � y— C ERVILLE,MA 0�63 r = Undersecretary. r Town of Barnstable Regulatory Services * aaiuvsTasi.E, y Mass.. Thomas F. Geiler,Director TEo 3�a Building Division Tom Perry,.Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize /4!/! �'9 C�'C�,' to act on my behalf, in all matters relative to work authorized by this building permit. (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. c S' e o ner Signature of Applicant Print Name Print Name$" aT Gr1 Da Q:FORM&OWNERPERMISSIONPOOLS 6/2012 . SHE Town of Barnstable �F Tp� ,.. " Regulatory Services =AMSTABLK Thomas F.Geiler,Director y MASS. 1639. ,0� Building Division rfD Nlp`l p Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) ' The undersigned"homeowner" assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeo wner owner acting as Supervisor is ultimately responsible.ble. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION i_k; r Map Zc Parcel 1� S � ` Application Health Division I12j2 ( 23 P Ej Date Issued a� LZ Conservation Division Application ee Planning Dept. j Permit F' Date Definitive Plan Approved by Planning Board - /J Historic - OKH _ Preservation/ Hyannis Project Street Address Village Qe_� - --At Owner t2.e i„0,W__A C _� �ayk p L" Address Telephone S®IZ- -?7 5 - 4a 69' Permit Request �-_��oc-t-__ `moo c, S c c.l - �'a�" 8-� , exPoAe 104 C19ia�7e�_C iuC'T'k� �wpr *e f � �yr�ttay.w�vZ� QI�Ct� lv.c�, .�—euwee3cd� Square feet: 1 st floor: existing 0G proposed 2nd floor: existing [�lL�proposed Total new Zoning District -Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size a 51t Ac- Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family U,-' Two Family ❑ Multi-Family (# units) Age of Existing Structure \C0 C> Historic House: ❑Yes QICIo On Old King's Highway: ❑Yes Basement Type: 9<1l ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.). 14-7G, Basement Unfinished Area (sq.ft) Number of Baths: Full: existing Z_ new Half: existing --® new Number of Bedrooms: existing new19P Total Room Count (not including baths): existing new A First Floor Room Count Heat Type and Fuel: ❑ Gas 0105i I ❑ Electric ❑ Other Central Air: ❑Yes �Q o Fireplaces: Existing ` New Existing wood/coal stove: ❑Yes G -We- Detached garage: ®'existing ❑ new size_Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use c c9.ac�'C— o --- -T Proposed Use. asm e APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name r,\" ��uU, Telephone Number -<09- 79Q - 7 2pC� Addressv,-P-0 ZAF9 License # Home Improvement Contractor#' f Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE . DATE 2- f FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP PARCEL NO. 'ADDRESS VILLAGE OWNER S ' DATE OF INSPECTION: FOUNDATION f� `. FRAME INSULATION t i FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r FINAL BUILDING 7�!L x t DATE CLOSED OUT ASSOCIATION PLAN NO. } The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: City/State/Zip: �` -,� � Phone#: ISVO�_ b Z190- 2Z> Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling These sub-contractors have ship and have no employees 8. ❑Demolition - working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp.insurance comp. insurance. # re red.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.L,K am a homeowner doing all work officers have exercised their I LEJ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.[I tther comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities_ have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do her, er fy der tepains a penalties of perjury that the information provided ove is t e and correct. Si a ature: Date: 2 Phone Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other , Contact Person: Phone#: IHE r� Town of Barnstable "�. Regulatory Services BARNSTABLE, Thomas F.Geiler,Director MASS. 9`bA i6.19• •�� Building Division TFD MA't A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: A a A e_ v number street village "HOMEOWNER": 14 name home phone# work phone# CURRENT MAILING ADDRESS:,C)76 pj 41 �_-Q city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A -person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other' applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and equire ts. XA Signa do Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 10.9.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for r hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are,unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community: Q:forms:homeexempt aE ,ti Town of Barnstable Regulatory Services yin ssBie� Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit. (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORM&OWNERPERMISSIONPOOLS 6/2012 . . 12/12/2007 li i oin the t?fflfiwe Of. MlIrtha. aYnsey RESIDENTIAL, Rkinsey&l anesign LLP ; PURCHASE A"SALE AGRRE ; +NT 700 Attucks Luue r: Hyannis,MA.02601 1. PARTIES This day of f l 2012 Tel 508-700-�177 AND MAILING ADDRESSES. Richard C.inman a f Jtiiie A Inman Paz:50&WO.4335 188 Aithible Point Road,:Centerville:.NIA 02632 (f ll.in). Hereinafter called"SEL LER",agrees to SELL.and Josh M 'D artino and,Stisan S DeMartiiio ' 63 13 �02 2 8 3Lakeview=Ilnye.Centervlle,102A , 2. DESCRIPTION Hereinafter called"BUYER"'or"PURCHASE.R",agrees to BUY upon the terms.hereinafteryct forth,the 11 it,and include following described premises:located at 188.Annable Point Road Barnstable(Centerville),MAmore. title reference) particularly described in deed recorded at the Barnstable County Reeistrv:of Deeds:Boole 21786,. p gag Included in the sale ofsaid premises are the buildings,-structures and improvements now.thereon.and the. 3. BUILDINGS, fixtures beloxiging ta;SELI ER'and )teed.in in thereon includuig,'if airy,.ail wall-to=wall STRUC I U1ZES,;: " carpeting,.drapery rods,autornatic garage door openeis,venetian blinds;wuidow shades; screens,screen AVlPROVEitriENiS, doors,storm windows and doors;awnings;shitters,.furnaces;heaters,Beating equipirieit,stoves;,ranges l:1XTIJRES oil and gas burners acid fixtures appurferiaiit thereto,lot water heaters;plunabing'and bathroom`fixtures garbage disposers;electric and other Iigliting fixtures rnantels,outside:television antennas,fences,gates, ill in.or delete) trees, shrubs, plants; and; ONLY IF BUILT IN, refrigerator, air conditioning cquipinent, ventilators; dishwasher,washing machine and dryer Sale'uicludes all apphaapes and fixtures.to be sold in"as is" condition. 4. TITLE DIED b ,:cazrr rrni,tr . :in ill or to the R .m to-I3UYE �; ) Said premises:are to be conveyed by,a good and sufficient,qurfclairn deed ron, ng , f- Include:here by specif c .: reference airy iestiictions; uo iiinee des gnated'liy BI.JY'F.,R by-written notice to SELLER at.,least seven calendar-days Before ttae_ easements,rights:and deed is to.be:delivered,as herein herein provided; and said'deed_shall convey a good aiid:;clear record.and obligations in party walls mailcetable title thereto,free from encumbrances,except no in ;,leases; �a) Provisions of ex,jtuig b;iiduig and zoning �) b Existrzi ri hts and obli ations:in, a walk which are not the sub ect of-witten agreement; municipal and other-liens, '' { ) >; p J. ' other encumbrances,.and `Such taxes for the thef current'year which are.not•due and payable oii the da"te of the delivery of make provision to protect such deed, SELLER against �a) Any liens for'iii icipal betterments assessed after the date of this Agreement;. BUYER's breach of, (c): 'Ea,sements, restrictions,and,rescrvations,of record; if any, so lone as the,same (to not prohib or SELLiR's covenants in materially interfere with the current use of said premises; "leases,where:necessary. T)I r 5. . PLANS -- . 6. REGISTERED- in'addition to the foregoing,:if the title to said premises is registered,said deed shall be>in form sufficient TITLE to entitle BUYER:to.a•Certificate of Title of said.premses;and SELI ER shal$'deliver with said deed.all iiistruments;:ifony,necessary to enable BUYER to obtain such.Certificate of'Iitle 7. PURCHASE PRIDE' The agreed upon purchase price far said premises is 665,006.0.0 ' i (fll tn)space is Six uni£red Sixty=l+ve hotisand and 00/100 Doilars,of.wl ich allowed.to write out ; 59 Qdd dd DFPtlSIT BIAS BEEN PAgID i Hid IDAY 'CEld][ IEID CASHIER'S;. the ainounts.if desired TREASURER'S,OIt IBANK CHECKS} $: 1,000.00 have been received with an C}Mr to Purchase dated June 5,2022 $' 6.Os000.00 are to be paid at the tune of..deliveiry of deed`in cash,or bycertified,eashier's, treasurer's or bank check(s)'or,a MA,attorney's IOI IAA account check: 665jO00.00 . TOTAL �� _ _. .. 'Pr. a �. . ^ r „ w 8. TMFOR Such . ' 120' Yori#he 27th dayI vd . " ' of PERFORMANCE, _; Jiuly; 2012 ,at the Barnstable'County DELIVERY OF Registry of Deeds,•unless otherwise agreed upon in writing. It is agreed that time is of the essence of this DEED ill in) Agreement. 9. POSSESSION AND Full,possession of said premises free of all tenants and occupants, except as herein:provided;:is to he: GONDITTONS OF delivered at the time of the delivery of the deed;-said premises to be then:(a);in,the saine::condition.as they PREMISES now fire,reasonable use and wear thereof excepted, and(b)not in violation of:said building.and;zoning (anach,a list of laws,.and:(c).in carol fiance with,provisions of any instrutneni referred'to m clause 4 hereof., .1ii.TYER exceptions,if any) shA:be.erititled,personally to.nspcct said prenuses•prior,ta the delivery of the deed in-order,to&tei.mine whether Ahe condition thereof.complies;with the`ternts of this clause: If SELLER shall be unable to,give Aide or ta.make conveyance,or to delive.r possession of=the premises; 10: .EXTENSION TO<: , PERFECT TITLE OR all;as herein stipulated,or if at any tinie for the delivery of the deed the prerises=do not conform with the MAKE PREMISES provisions,hereof, then aayxiaaauaid nit-$hail lie €' l CONFORM '� .' ls SELLER shall bereasone m fecsm deliveeru(chage period oftmi e o desired), : possession as provided.herein,qr to make the sand premises coritorm tathe provisions hereof,as the'cwse; may tie,in wliich event SELLER shall give.written notice thereof to BUYER at or befbre'the`:nme far: performance_hereunder,itnd'thereupon the'time for performance hereof'sliall be extended`for a,penod;.of 0'`in u"in Chitty;00)calendar days..Nothing ererti shall:require the SELLER to pond more than.$1400 s g. "reasonable'efforts." 11. FAILURE TO If a. the expiration of.the extended time SELLER shall have:failed,,so to reinave any•defects.in title, PERFECT TITLE deliver possession, o -make the premises conform,.as the case may be;a11-as-'herein agreed, or, f.atany :OR` PREMISES tune;rioting:the period of this Agreement or:airy extenston:thereof, tfic,holder of A:: ortgage„on said CONFOR1vI;etc: prerniSes shall refuse to permit the insurance proceeds; if any,.to.be used far,su'h p irpases, then anyp payments made under this Ag eethent shall be:&Awith refunded and alf obligations of the parties hcretg: shall cease andAhis Agreement shall'l e void without recourse to the parties heteta and:this shall;be the BUYER'S sole remedy,at law and in edtiity 12 BUYER'S ELECTION TO BUYER shall have the election, at either the loriginal,or any"tende.d time for performance,:to accePt ACCEPT TITLE: such title as SELLER can deliver to-said premises in their then condition and to pay therefore the puraliase prate wikliout deduction,to which case$ET LER shall convey such title;except that in the_event of"such conveyanec in accord'with the pravi ions of'this clause, if the said premises shall.have been damaged by`fire ar casualty insured against,th n SELLER shall,unless.SELLEIt.has pzevioud ;restored the ptetnises,to.its former condition;.either (a)pay over oz assign to BL'YYER,.on,deliv of the deed,All:amounts recovered,oz recoverable on account of such insurance,less any aitioutits:seasonably expeiiiled by SELLER:for any'parft restoration; or (b)if a balder of a i iortgage on said premises shall not permit:the insurance proceeds or a part thereof tea. . be:used to,:restore'die. said premises to.their fQrnier'eondition or to be sb paid over or assigned, give-10 UYER a credit against'the purchase price,o`.delivery of the deed,equal to said amounts to recovered B or:regoverable and retained by`the holder af.fh said mortgage':Icss'any-amourifs reasoriably expended by: SELLER for:any partial restoration, 13. ACCEPTANCfi The acceptance of a:deed by-TiIJYER ar his: aminee as the ease niay'lie; shall be deemed to be a full OF DEED performance and discharge of every agreement and.obligatioii'hereiii,contaiued or expressed;except such . as are;by the terms hereof;to be performed after the delivery ofsaid deed., ` 14 USE OF dvMONEY To-enable SELLER to make conveyancc as herein provided,SELLER may,at the tine of delivery of the TO CLEAR• deed; use the.purchase money or any portion thereof to.clear the title'of any ar.all encumbrances_or TITLE interests,provided•that all instruments:so procYire d are.recozcied simultaneously with the delivery of said deed l S INSURANCE Until.the delivery of the deed,SELLER shall maintain insurance on said premises as follows: Insert amount(list Type of fnsur ante Amount of Coverage u�tdational types of (a) )Fire and Extended Coverage *$ as presently insured.. (b);i insurance and cimounts us agre�f) _: _ r �- _ �i - - - - - - - JAI r _ �- _ _I 1� ___ _ _ _- , � -, _ r ___ j= - - 1 - � ;I I' - -�- - rt r C � - : _ _ _1- _ _i� I - _ _ �_ - - � 1-_: _ � _ _ -_I_ •Ealleet� , water:and " 1. 16. ADJUSTMBNTS< taxes for the then curxent•frscal year,14, , e apportioned and-fuel (ltstapetating value shall ba ad' Ltd:.as"of the day of performance of this Agreement.and the net'amount thereof sluill expenses,if any,:or be;added m ox dedncteci from,as the case maybe;the purchase price payable bythe BUYER at the.time -if ani1w attach schedule) of delivery of the deed. 1f the:Amount of saidtaxes is not-known at-the,time of the dehvery of the,deed,they:shall bead portioned. MADIUSTMEN'T on the basis ofthe taxea-assesged for the preceding fiscalyear,wit .wreapportionment assoon as thc:new OF UNASSESSED tax rate.and valuaiion'can be ascertained;and,if.tlie takes which are to be apportioned shall thereafter be AND ABAIMD reduced by abatement,the amount.of such abatement;less the reasonable cost of obtaining the same shall TAXES. be.apportioned between the parties,provided that neither party shall be obligated to institite.or prosecute proceedings for an abatement unless herem otherwise agreed. DEPOSIT All.deposits nrade hereunder shall be held in escrow by Mur•phy'Real Estate (flW rn name). as the"Escrow Agent'subject to the terms of this Agreement, The Escrow Agent`holding the deposit pursuant to the provisions hereof wilt not be~iiatile for any aetiowor non-action taken in good.faith.iri the PH ormance Of such agent's Auties 1hereunder but shall tie liable only for such agent's own willlltl default '.. ormisconduct. In the event of any dispute.relating to the right;of possession of the deposit,the Escrow s Agent shall retain control oven the deposit until'the dispute is settled by muival.written.agreement of BUYER and SELLER with instructions t6111e`:Eserow Agent,whereupon the deposit will.be paid over in " accordance with the mutual agreements;or N'the dispute is taken to a.court of competent jurisdiction;`the deposit will be placed in the custody of the court or otherwise:paid in accordance witli the order of:the court, Arty and all expenscs:incurred bytlne Escrow Agent as zesult of anp dispute over the depos4 st all W. be paidto the:escrow..agent and'sueh paymentshall be.the'Joint oliligation`of SELLER"and BUYER. 18 BUYER'•s If BUYER shall fait to fulfill BUYEI�'s.agxeertents herein,all deposits made hereurid"ez by BUYER shall , DEFAULT; `be'retainedby"SELLER as liquidated damages rmless wiitl in dirty days after the time I fvr 0d4brnsance of DAMAGES this Agreeirient or any extension hereof;SELLER,othertivise notifies BUYER in writing.and this shall.be the-SELLER'S sole remedy at law and in equity. I9 I2ELFA:SE BY SIrI,L]✓1`R's spouse hereby agrees to join in said deed and io release and convey ail statutory and.other HUS13AND OR WIFE rights anti intuests:in saidpremises.. 2{}.LIABILITY'OF if SEILER ar BUXER exe6utss this Agreement n a''repsesentative or Gdaciazy capacity, only the TRUSTEE> principal or the estate represented shall be bound,and neither SELLER—or BUYER:so executmgi:uor.any SHAREHOLDER, shareholder'or beneficiary of any trust, shall`be'personally liable for any-obligation, express or implied , BENEFICIARY; hereunder: etc: Z.LWARRANTIlia BUYER acknowledges that B1IYER bas'not beenlisafiuence.d.to enter into this transaction nor has,he, AND-REPRESENTA relied upon;,any warranties ox repzesentattons not set forth or incorporated ui true Agreement previously :. TIONS itfin; (f } made to writing,except for the following additional�varrantres and repzescritahons;rf any,made by either ' f none,state "noire', SELLBR ar the Ziroker(s).•.. Puny listed,;indicate ` ritr9NE I3Y SIsLL,LtIt®R ST1IL1!R�S A.G]CP1']f. _. .,` .by whDin each wdrl:arrty-or represewadon wasmade. 22.MORTGAGE CONTINGENCY In,order to help finance the acttuisition of,said premises;BUYER shall xpply.for;a conventional Bank or CLAUSE„ other institutional loan of$532¢100 04 at prevailing rates, terrns,and condttiens: !If,.despite BUYER's lomtt if rratprnvded diligent efforts.ad fit for such`loan cannot be obtained on or before dame.30,2012'f3UYER may nritr er#n }• �• terminate this Agreement by written notrce to SELLER andlor SELLEii's.agent,prpor to the expiration of PurelipseJ such time;:whereupon-any payments made.under this Agreement ahall be fgrthwith.rcfunded and,all:otlre3. obl gations'of the pttiKfes hereto shall cease and this Agreement shall be void without recourse to the parties hereto. In no client will IiUI'1rR"be deemed to have used.diligent.efforts to obtain such commitmentunless.BUYER submits a complete mortgage loan application conforming to the foregoing' .. w: within (3)business days of the:date of this Agreement,grovisions , r .� 23.INSPECTION BUYER's�obligations,under:this.Agreement are expressly conditioned upon BUYER being granted the CONTINGENCY right to have any or all of"the following inspections conducted;,at BUYER's.sole cost and expense;by.a person and/or company norrnaly engaged souse business of:conducting such inspections: (1)Complete: Home Inspection;(2)Pest 1nspeckoh-(3)Air Quality Test(includin Radon gas);(4)Water quality; (5)Asbestos (6)Lead Paint;,(?)Hazardous Materials and If the results of any such inspection::indicates that there.exists serious structural,general condition,electrical or mechanical damage costing more than$1;000.00 to repair;:and/or the e property is infested.by termites and/or other pests; and/or the.property,contains Radon gas,.hazardous.materials, asbestos and/or other ground water.or,airborne"c"ontaniinants inexcess of levels.acceptable to BUYER;then BUYER shall have the option of,revokink 4he'Agreemerit by written notice-to SELLER`or SELI ER's`agent, on-,or before Tune 18, 2012 which shall be accompanied by,a copy of the"inspector's opinion and/or any reIateil: inspection reports}, �n$ereupon.all deposits made,by BUYER under;#his Agreemen#shall be forthwith refunded and::this Agreement shall become null and void and without further.recourse to any,party. Iri the; event that UYERs notice to termi.ndte has.NOT been duly and timely delivered to SELLER or SELLER'' agent, then this contingency shall he deemed 14aived by BUYER and.BUYER shall b'e bound to Perfann under all other terms and conditions of the Agreement. IN CONSIDERATION OF_:BUYF.R'S RIGHT TO: TERMINATE-VdITHIN THE•ABOVE DATE, SELLER($) AND BROKERS).ARE HEREBY RELEASED FROM LIABII.,TTY RELATING TO - DEFECTS IN TIME PREMISES WHICH` A REASONABLR INSPECTION WOIJI D: HAVE. DISCLOSED OR ABOUT' WHICH SELL ER(S) AND/OR BROKER(S) HAD: NO ACTUAL KNOWLfiDGE PRIOR TO THE EXECUTION OF THIS AGREEMENT. 24.SEPTIC SYSTEM Pursuant to Title 5 of the State Environmental Code,M O C.M.R. 15.301, the on-site waste water system INSPECTION (the,"septic system")which serves the properly shall;be inspected in:connection with the transfer of the property. Such irispeetlon.shall occur within two years prior to the Date for Verfornance. Prior to;the conveyance, SELLER shall provide to BUYER a copy of she,"Subsurface:::Sewage:'Disposal System Inspection Form" or :Certificate of,Compliance. Should the;form indicate that the system is,a "failed system" of:"cond it" i6nal pass.as defined by said Titlez 5,at BUYER'S option and upon"written:hotice:to. SELLER iiithin 72 hours,of;receiving a copy of the_Inspection Form; this;A'greement shallbe null and void'and without recourse to.,;either party and all deposits shall'be promptly returned to BUYER) This: uispectian does iiot.m any way.guarantee or warrantee the working condition of the septic systeza. 25::BROISER'S PEE , ABroker's:fee for professional;services.of.S26,600A0 is due from>SELLER to Murphy,.Real"Estate; Broker's Fee to be paid only if,.as.and when deed is recorded and consideration is paid in accordanee with1his agreement. 26.BRbKER(S} The Broker(s)named herein Murphy Rea!Estate wanant(s)that the Broker(s)is(are):duly'lieensed as WARRANTY such by the Comm anweatth of Massachusetts. 27.BROKER.AS PARTY The Brokers) named herein_joins) in this Agreement and becomes) a party hereto, insofar as any provisions of this Agreement apply to the Broker(s), and to'any amendments or modifications of such provisions,to.which the Broker(s)agrees)in:writing. 28.CONSTRUCTION OF This instrument, executed in.multiple counterparts,is to be construed•as a Massachusetts contract, is.to AGREEMENT take effect as a sealed instrument, sets;fonts the entire contract between the parties, is binding:upon and. enures to:the benefit of the parties Hereto and their respective heirs.,'devisees;executors, administrators, successors and assigns,and may be canceled,modified or amended only"by a written instrument executed: by both SELLER and BUYER. If two or more persons are named herein as BUYER their obligations hereunder shall be joint and,several. The captions. and marginal notes aroused ctoy as a matter of convenience and ire not to"bc considered part;ofthis Agreement or to:be used"in determining the intent of: the p..artres to it. ..._ 29, LEAD PAIN T LAW The parties aclaiowled'ge that;:'under Massachusetts"law, whenever a child or.children under six years of age resides in any residential:premises in which any paint,plaster or other. accessible material contains. " dangerous"levels of,lead, the owner of said lnemises inust remove or cover said paint,.plaster.or other material so as'to make it inaccessible to children under six years of age. 30.SMOKE AND SELLER shall,at the time of the delivery of the deed,:deliver:a certificate from the fire de partrneiit of the CARBON city or town in which said7 promises are located stating that said.�premises have been equipped with . N10N091DE approved:stroke ftAd,carbon 'monoxide detectors inconformity witlt'applicable/aw, - I ' DETECTORS 31.ADDITIONAL The initialed'riders,if any,attached hereto,are incorporated`herein by;'reference', . PROVISIONS See.Adde.ndum A attached hereto: See Addendum B:attached`hereto. FOR RESIDENTIAL PROPERTY CONSTRUCTED PRI0R TO t978;BUYERMUST ALSO HANTE SIGNED LEAD PAINT "PROPERTY TRANSFER NOTIFICATION CERTIFICATION" NOTICE- This is a legal document that creates binding obligations. If not understood,eonsult an attorney. - - SELLER Richard C Joseph'IGI.DePVartsmo :SELLER. �ne:A,Inma BUYER an S:I! tino �_. r.- BROKER 90KER .� EX'PRNSION OF TIME FOR PElF2RCDI2MANC]E Date: The time for the performance of the foregoing Agreement is extended-until Wg1ovk� Won the ;time still being of the essence of this Agreement as extended. In all other respects this Agreement is hereby'ratlfied<arid confirmed;:`. . TIAs extension,executed in multiple wimterparts,Jis-intencicd:to take effect as a sealed+instauxnent. SELLER Sl SF BUYER ;BUYER,:: AGREEMENT FOR ACCESSORY USE OF RESIDENTIAL BUILDINGS ASSOCIATED WITH RESIDENCE We,the undersigned, being the new owners of property.situated at 188 Annable Point Road in Centerville, Massachusetts.holding title under a deed recorded with the Barnstable County District Registry, being shown on Assessors Man 211 as Parcel 035, hereby agree,certify;warrant and represent to the Town of Barnstable that the finished space in the basement of the residence located on the sane parcel as above-described,which contains living space, is not intended for and shall not be used as a permanent,separate apartment for year-round or summer occupancy,for rent in any fashion: The intended and authorized use is for our personal use associated with the residential use on-the same premises. This finished basement space shall not:be used for"Family Apartment" (as defined in Zoning Ordinances)which would require application and approval of a special permit and compliance with the.Family Apartment'Rules and Regulations. This finished basement space shall not be rented as an apartment or as a single room,or in any fashion,which rental would be a violation of•the Town of Barnstable's rules, regulations,and zoning ordinances. This agreement shall be duly recorded for filed at the Barnstable County Registry of Deeds/Land Court for the purposes of alerting future owners of the property of this binding Agreement concerning the.use of the property as herein stated,which shall run with the land and binding future owners. The consideration for this Agreement is the issuance of a building permit and/or certificate ofoccupancy by the Town of Barnstable Building Department. Ad WITNESS our hands and sealsthis . day of J 2012. TOWN OF BARNSTABLE OWNERS: . Thomas Perry THE COMMONWEALTH OF MASSACHUSETTS,.BARNSTABLE COUNT,SS DataiU I 11A'P`- Then a eared the above-named owners `J� L `� :i' d X"^' iu ". personally pp And made oath as to the truth of the foregoing instrument, before me. . JAYNE B. POYANT i NOTARY PUBLIC t. ht Commonwealth of Massachusetts. My Commission Expires October 3,2014` otkWpublic Town of Barnstable Regulatory Services snaxsrawE, Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 . Office: 508-862-4038 Fax: 508-790-6230 AGREEMENT FOR ACCESSORY USE OF RESIDENTIAL BUILDINGS ASSOCIATED WITH RESIDENCE We,the undersigned,being the owners of property situated at in ,holding title under a deed recorded with the Barnstable County District Registry, being shown on Assessors' Map as. Parcel, hereby agree, certify, warrant and represent to the Town of Barnstable that the finished space in the basement of the residence located on the same parcel as above-described,which contains living space,is not intended for and shall not be used as a permanent,separate apartment for year-round or summer occupancy,for rent in any fashion. The intended and authorized use is for our personal use associated with the residential use on the same premises. This finished basement space shall not be used for a "Family Apartment" (as defined in Zoning Ordinances) which would require application and approval of a special permit and compliance with the Family Apartment Rules and Regulations. This finished basement space shall not rented as an apartment or as a single room,or in any fashion,which rental would be a violation of the Town of Barnstable's rules,regulations,and zoning ordinances. This Agreement shall be duly recorded or filed at the Barnstable County Registry of Deeds/Land Court for.the purpose of alerting future owners of the property of this binding Agreement concerning the use of the property as herein stated,which shall run with the land and binding future owners. The consideration for this Agreement is the issuance of a building permit and/or certificate of occupancy by the Town of Barnstable Building Department. WITNESS our hands and seals this day of 201.>,--.. TOWN OF BARNSTABLE WNERS: By: �- Thomas Perry THE COMMONWEALTH OF MASSACHUSETT BARNSTABLE COUNTY,SS Date Then personally,appeared the above-named (owner), `-/ � `^`�.�� {�/ and made oath as to the truth of the foregoing instrument,before me. JAYNE B. POYANT N lic NOTARY PUBLIC Commonwealth of Massachusetts My Commission Expires October 3, 2014 :wor accessoryagreement r Deck Dining Areal ` . Bedroom#2; Living Room �s Kitchen L. Bath I 1master Bedroom 188 AN NABLE POINT, ROAD, CENTE RVI LLE ,FIRST FLOOR EXISTING NO PROPOSED CHANGES Enclosed •PorchI Patio AM Mechanical Room Bedroom #3 �saen i §, • y Laundry Room/storage 1 Y' 188 ANNABLE POINT' ROAD, CENTERVIL•LE a LOWER LEVEL EXISTING Enclosed Porch Patio , Mechanical Room Bath. •�A. CL till, Laundry Room/Storage 188 ANNABLE POINT' ROAD,, CENTERVILLE LOWER LEVEL (.PROPOSED r) Map Parcel . e J S7_D8Perinit i Hou #,se _J Date Issued 7 Board of Health(3rd flbor)(8:15 -9:30/ 1:00-49 3L2cZ� ee. - /.����`U Conservation Office 4th floor 8:30-9:30/1:00-2:0 �� Planning Dept. (1st floor/School Admin. Bldg.) . E_ Definitive Plan Approved by Planning Board 19 EY$T CE INSTALLED I s WITH TOWN OF BARN5TAB E AND RONMENTA ;;// Build*n Permit Application TQWN.REGULATIONS Project Street Address �T ' � �� , 'Q' �6t^^�C RJ Village �..-Owner y�jZ Address . �Ct,.•tip Cl✓� ( Fj(�S it Q- Telephone 5 6 9 r- Permit Request • r First Floor square feet Second Floor. Al (,TV\2 square feet Construction Type Estimated Project Cost $ nk Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No 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.) I Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing :�t, New Half: Existing New No. of Bedrooms: Existing New Total Room Count(not including baths): Existing_ New First Floor Room Count �1 Heat Type and Fuel: ❑Gas 1610il ❑Electric ❑Other Central Air ❑Yes �o Fireplaces: Existing New Existing wood/coal stove ❑Yes CNo Garage: la6etached(size) ax�.Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) t Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information \\ � Name Telephone Number �j -- Address License# (,.NLt— �o 9 Home Improvement Contractor# [ �, Worker's Compensation#NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS-RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE Z\ BUILDING PERMIT DENIED FOR THE FO LOWING REASON(S) V • '' FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED: 3 MAP/PARCEL NO. ADDRESS `v '4? � a•' :�� •i VILLAGE .,yr •� r• � }. . . '.� , 1 j1Y, `,� _. _ f ��� OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION / rt F r� w FIREPLACE `' ELECTRICAL: ROUGH 3.>, FINAL PLUMBING: ROUGH t a_ - ' FINAL'--, GAS: R0UG�H?' - FINAL`" .:..' FINAL BUILDING i 1 DATE CLOSED OUT 3 "� .•Y ' ` ASSOCIATION PLAN Nb. i,Y 9 .(dam o�� :i., .S +, �• �.� ;,. .r ..+.+,.{3�ir i� .'".y, „',x>n.. s .�K. J. S.n :„YP-.'.:: '8� - ',r� � •t z ... ... !�:' '-i^.•R. ,�: {�,� d .r.�r •.� "tP 4'�-�y) a u ���'�"Y"'���'i - _ , c , r , _ L . -. ExreNO 2(O{rE r ER : L_J , -77 t. i F 4 G N LL VAT i o r1 . 21(--NT ECEVSATl0 : r ' i k A.'.�. (-.KfSTNb STONE WRLL1-1 of4 i !3ACk- ELt VAT IC) . <NJr,FND Fd r'tFn(i(� in..:MAN .. .. _ I9S AWNA.P!t-LLE Of.Off. CFJ4TE9LVILL.E 77 r,qr'�\�li:(�A' �.;.•. 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W /L uLL PLY tveoO }Naz t A t d ✓I"/T { Jd" - / _ - CIKd..o%144eW 'WALK;O✓1 Gt"ma NON f :_ _.�� .6X1/iflNr_FIN/3N6D.'CMSFgEN/_:,� .�+' SOL b.'t AST J:Octow.OEG/L.:.._.Na-:INSVLAr<e i,'. 1 ow -77 VON sS \ .,: - - Nort;:THE FDuow/Nr-FooTINY6Y7r4N. '/`i'L a 3. { �� .. .. '. .:: _ .: - .• .. � � .. ../i vKIi GT.,rD Ttv/N /NSPSLTAQ APPaew�,- -mom M into 3 y'^. 'MDK'TAQ'[D btONa':.VAL� AhbY.'2 /� 40' p 21-e1/cR crc 4LA6 .4' •"r 1.f,�gv#•� _ _ lil�ul III � .: WEI Na �cntS : r' '� •P i -` to n t JVNfo AND RKNAa.D INM CA•N,. .. �� _ - IA8%ANNG RELLE7Y, RD 6Nr6QVrLLE-�� .1 x � A - / k _._• DiGD ....... �.. Kosovo ,. x ' �e yi�rlT�tT o2.'S•fG.. ME�,cdlt`; f - 508457-1133 Steco@capecod.net i' ro STRUCTURAL 8 CONSULTING ENGINEERS 81 RED BROOK ROAD WAQUOIT, MA 02536 C.F. FEWORE,A.S.C.E., P.E. 13 May 1997 June Inman 188 Annable Point Road Centerville, MA 01745 Re: Existing Stone Foundation Walkout Sun Room Dear Mrs Inman: As requested we visited the above referenced house to inspect a foundation that was constructed of riverstone and concrete. The water table is approximately 2 feet below grade and the top of the footing can be seen just at grade under this stone foundation. The foundation of the main house, as well as this foundation show no signs of settlement over the years, and in my opinion the footings are probably above average in width and seated on firm gravel. With the water table so high, and the past performance of this foundation under its current load, even though the footings are probably 12-18 inches below finish grade, we foresee no problems with this footing supporting the additional loading of new walls and a roof to enclose this area over the sun room. If you have any further questions, please do not hesitate to call. Sincerely yours, STECO ENGINEERING COMPANY Gfif�PIC, �LSH OF Charles F Fewore, P.E. mum President � F. !!a 34359 A9v'➢E.���P�p�� �ds�Q4AL r i The Town of Barnstable Department of Health Safety and Environmental Services .`° Building Division 367 Main Street,Hyannis MA 02601 Ralph Crossen Office: 508-790-4=7 Building Commissio:.: Fax: $08-790-6730 For office use only Permit no. Dare AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL r— 142A requires that the "reconstruction, alterations, renovation, repair, modernization. conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than tour dwelling units or to structures which are ad;acent to such residence or building be done by registers# contractors, with certain exceptions.along with other requirements. -9-� �6e �V ) � �Est"c�o ; y506y Type of Work: �i''���-�- ' Address of Work: Owner's Name ��`�� �� •' "'�` Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under SI.000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THM OWN PERMIT O. R. DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a,permit as the agent of th o er. 1� a� 6 Date Contractor Yame Registration No. OR Date Owners Name The Commonwealth of Massachusetts Zi Department of Industriiil Accidents , -: Office 911fi esmystions -_ 600 Washington Street Boston,Mass. 02111 'r=5s Workers' Com ensation Insurance davit ����`RIi�T��'�����/��������������������/�%������������; r^ � name: , location: - Sg v ° hone# - -TOE-city ❑ I am a homeowner performing all work myself. ❑ lam a sole ro rietor and have no one working in any capacity :1 am an emp oye. r`oviding work e s' compensation for my employees working on this job. com anv name: ' address: U o L Blox Ps hone#- city: insurance co. %////////////%/% ❑ I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: com anv name: address- phone insurance co olicv# camnanv name: address- city VolicV hone#: insurance co / . Failure to secure coverage as required under Section 25A of.41GL 152 can lead to the imposition of criminal penalties of a tine up to 51,S0o.00 and'or one years'imprisonment is well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certfy under the pains d pen iet If ry that the information provided above is tru id correct Signature Date j Print name >�`��y$lr� 1 _Phone# ofllcial use only do not write in this area to be completed by city or town official city or town permit/license# ❑Building Department ❑Licensing Board is required ❑Selectmen's Office ❑checkffimmediate response ❑Health Department contact person: phone#: ❑Other (avuw 9ro5 PIA) V Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all emplovees to provide workers' compensation for their employees. As quoted from the"law",an employee is defined as every person in the service of another under any cottrac of hire,express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver. trustee of an individual,partnership, association or other legal entity, emploving employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds o: building appurtenant thereto shall not because of such ex iplo-ymient be decm. �:.be:^employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renew of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who ha not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until r e uirements of this chapter have been presented to the contracting acceptable evidence of compliance with the insurance r q p authority. x Applicants Please fill in the workers' compensation affidavit completely, by checking the bofxthatt applies lies to ye as all our mans be and supplying company names,address and phone numbers along with a certificate submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and be returned to the city or town that the application for the permit or license is date the off davit. The affidavit should being requested, not the Department of Ind al Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the Office of Investigations has to contact you regarding the applicant. Please affidavit for you to fill out in the event the be sure to fill in the permit/licease number which will be used as a reference number. The affidavits may be zetirned to the Department by mail or FAX unless other.arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. �/////�O%%��///����0�������00�0�����0���0���0�///���0/OD%/��///�%%,�////�i,,%/'�/iD���///�%%/�%%,�%i� , The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Me of Invesuvatlons 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 eat. 406, 409 or 375 - ;'HOME IMPROVEMENT CONTRACTOR Registration 117610 {TYPe INDIVIDUAL ? k ,� Expiration 3 10/25/ 98 j. �STEVEN 1. MELIORh s { 99 PERCIVAL OR/PO BOX 334 Ir . ADMINISTRA70R roARNSTABIE MA 02668 M M Flee �or ,iozuea o� aaoacleuoelt DEPARTHENT OF PUBLIC SAFETY CONSTRUCTION SUPERVISOR LICENSE Neahe€ Expires: Restricted io ' 00 Y S�'EVFXzI-MELLUR~ P0901f�334 -�' - ' Y BARNS TABLE, NA 01668 ` I Eng ng-BW+t.(3rd floor) Map , ?Zl Parcel .6 Permit# House# ^�`` ate Issued ' 'T 1 Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) Consenation Office(4th floor)(8:30-9:30/1:00-2:00) � I� � �• rc. v,f Bi•�..,�:,•...-Llat+t !1 ct flnnr/Crhnnl Arlin;., Rliir.\ - 1 111' 19 ` TOWN OF'BARNSTARN Gp�j :1aT AM G Building Permit Application T01AP,, ViEGULAT� �l ProLreet Address 0 t7 N N 0ii Village CiE e4✓/LLB' Owner �U�J E �}. _ a---A/M r4k/ Address Telephone -7 7 _Permit Request Rl-MO Vim. t PE6014-b REI,l44 1,N G W:#41-L f= G6 NSv 90C_T DJ c/< /Al r}-C.G o AWeOvC le C.j 7--,09L O e'DEl2 o Ga NiJ/TIoUS! Z29S'L1,C-D /3 y NS6cQ-,��7-10 NJ co MA41 15 S l a.y t ; First Floor _ square feet Second Floor .g��nF g TALE square feet ���PP� INS DEM Construction Type BVn.D Estimated Project Cost $ Rto ►AR 4Zoning District Flood Plain Wr t cuo>6 Lot Size Grandfathered ❑Yes ❑No 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 No.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 New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use Builder Information Name / ,"` `'�`l / / S 44�_ C, Telephone Number Address 17_c� r� License# 055'9-267 f 1 - Home Improvement Contractor# ca& LI? Worker's Compensation# WC NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUn- DATE BUILDING PERMIT DENIED FOR THE FO LOWING REASON(S) FOR OFFICIAL USE ONLY RERMIT.NO. •. .. R DATE ISSUED — •s h MAP/PARCEL NO: 1 t T _ " I-. •ter • + --r 1 { �', _.,...F' ADDRESS VILLAGE OWNER 1 - A's r r 5 DATE OF INSPECTION:. FOUNDATION > FRAME INSULATION r FIREPLACE ELECTRICAL:'' ROUGH to FINAL _ PLUMBING: ROUGH' FINAL _ s GAS: ROUGH FINAL" "; �. FINAL BUILDING 40 ►�.. .-y __ _ cr DATE CLOSED OUT �ii .�► "t( r , ASSOCIATION PLAt e 1 L The Commonwealth of Massachusetts • S j Department of Industrial Accidents j _-- 0/fft 01117YOS igatfons 600 Washington Street Boston,Mass. 02111 Workers' Compensation Insurance Affidavit name: � J A, location: "(5!1'— b A"k-t4- 1-6 fo7 `f" I o city ; j (Sys MA, phone# ❑ I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity TV I am an employer providing workers' compensation for my employees working on this job. ecomoanv nam r . address z- city. V~0!`ta, i phone* �t [ , insnrance:co f�Vlci` � -0UttZ- C@s policy# I am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have the following workers'compensation polices: company name address. city phone# msnrance co policy# com an .::name. address r city phone# rnsnrance co policy# IMMAN Nog Failure to secure coverage as required under Section 25A of NIGL 152 can lead to the'imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification.' I do hereby certify under the pains and penal� fury that the information provided above is true and correct. ""�'IC� Signature Dater� ) Print name / �� l�,. A i wl w.R/t,�+ti�a-l� Phone# `f t'�—s t official use only do not write in this area to be completed by city or town official city or town: permit/license# oBuilding Department- OLicensing Board O check if immediate response is required' Selectmen's Office pHealth Department contact person: phone#; nOther (revised 3/95 PIA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual , partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance , construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally, neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,. not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. Or gggmg- ANl �� _. .. . . . ... .. . WN The Department's add-,ess,t(51r-,Phc i; and f�rx ;r.. =.r: eEe Mce of Ilul;��ia�a�gQl�� 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 Of THE Tqr,_ The Town 'of Barnstable • ■ARNWAE= - 9e�A Department of Health Safety and Environmental Services rEo " Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW ' SUPPLEMENT TO PERMIT APPLICATION t . MGL c. .142A requires that the "reconstruction, alterations, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions,along with other requirements. o, Type of Work:VA-AcIlIff- TK"1C-47b`fJ Est. Cost ;-;P? Address of Work: "'_" "CQ, Poy r it Co Owner's Named 0�• '�'+� Date of Permit Application: 3 12 Li 6 I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under$1,000. Building not owner-occupied _Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date / Owner's Na ��QyOFTHEl��yn TOWN OF BAB.NSTABLE Z BABBST"LE, i "6 9 a x °'• BUILDING INSPECTOR � aY APPLICATION FOR PERMIT TO ...9-216, ....... • . ................ .............. TYPE OF CONSTRUCTION .................... C.G„[ .......C....P.. ...................................................... ..........`-' U...........° :...........19....��� TOJTHE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according-to the following information: Location .......:.. .. . .. ... !f.R ... ........ . . .... ... ....( .r¢/�i ................................................... r., Proposed Use4 ....__..... Zoning District ........................................................................Fire District ........ — ,.�!s J Name of Owner �n o Gi / Name of Builder G !J. ...�............ „ ,,,.....Address/eG+��''. r.... ....... L! ce �� CC F f rr Nameof Architect .......................................p.........:................Address .................................................................................... Number of Rooms `� 0�.... n r,, 0. ........Foundation ...... ................................. ......�J. ... Exterior .......Roofing ........L.F-�� , 3�Cc. . . ............. ............. .. ..... ............................:...... . . ............. ,Jv � Floors ..-c. 'l! M ( d ... . . nterior ....:.. . .: . !W:? li(..":: .. .. . . ... .. Heating ..... 'W...... . ..'................................Plumbing'... —�(i?� Q / Firepp ... . lace O:u!'x:.. �'-�-:..................................Approximate Cost ......�,,......................................... .. Difinitive Plan Approved by Planning Board ________________________ Diagram of Lot and Building with Dimensions 1 I \• 0 D1SPO�AL _ ER SUPPLY, SEWAGE SANI�`AR WAT �3, . P�� ED AND DRAINAGE 1S HEREBY vs ' �• �� 2 Si OF BARNSTAB-LE, P TOWN HEALTH �^ BOARD OF A LICENSED INSTALLER MUST OBTAIN SEWAGE PRMIT, AND INSTALL: SYSTEM. I hereby agree to con m o all the Rules and egulations o the Town of Barnstable regarding the above construction. � ,Name ��. . ................ ... ............. ................. Kaukola, Matti R. 311971 No ..131H6... Permit for .....one story,......... single family dvaellin ....... , D: 131 NI D VX a V r /Vgr tiv.... f ..Location . .... o'lnt Road �u a 4�l ` . .. .... , U Centerville ..............................................................rA.A?P..... i Owner .......M R. P ......atti..............Kaukola....................................... Type of Construction frame J -S ................................................................................ Plot ...r ��: �..z..... Lot ................................ ti 1. 7' y34 �� 7 � / � 4- V Permit Granted una.2$ 7 L Date of Inspection i t l _ 7(Date Completed 7 , !!. 'L PERMIT REFUSED T` ........ ................................................... 19 } _ ............................................................................... - ^ ................................................................................ • P ...................... ................................................ ............................................................................... i P.74.. -�,,� � r Approved P.74... 19 ............................................................................... .................................... ........................................ t � �/, STAMP: : T lb47 fal„ 4Qk- 1 �` ►�tS, mk a JNl1LlWb3d b03 G3,811703 bV S36(D1VN9/S H108' `� 3UILDING DEFT. I 31t/0 N3 d30 3813 JUL (F9 31d0 m�L 19 2018 6 1d30 9NI(lims N8t/8 OWN OF BARMSTABLE 03M31A38 S8013313a 3)gOVWS ' LL 1 r z Y 2 FTU ECTORS REVIEWED 2'O' 20'O' r bARNSTABLE BUILDING DEPT. T _SETBACK As.o1 SETBACK DATE E —— I sm I I ( LINE — --- -- ----- -- LINE A2.0, 6 I " `�D' FIRE D CP RTMEN A A5.01 coOP.DINAre PLACCbICNT OF AR[4 WELL TO IJOT A3.07 �[ A3.D, 4 I I f amoinl c sEDiBAMcK uNe 4 O� U AT 6d - - - BO__ T ___ RE ARE REQUIRED FOR PERMI G w C A , 3 2 DROPPED CDcfS l Q O I (D I� W K O �COUNTER WOR ... • 1 5 ' 4 2' -O' 1 BEAbI[NCL05URE 7 IW5VIASUUTED C[IIJNG f i ABO L W} i ACCPSB MATCH - ' ` O L O W 0 co L.L _ 43,a•/t'-D' WORKSHOP 1 - Lu \J .. -. �✓ M I - .. .-. W Sim 5 `[ Q `9/4'PLYWOOD DECK ON O W 5.01 _ 2.D fRANI1NG®16'O.C. I j 1 w J7 zU UTIUtt 51NK -- I- Lu co D i 0 03 b i !p I ..... �.. . i' 1 ON ¢ OILET 1 —11 i 2'-0x3'-o' O L .� - qwsuureo ceiuNc � .... .. I Sim cACCE55-TCM� .. -. .. I 16 A5.01 - - -- - E. �` CAR GARAGE L-- - F LO -- - ._ _ b B b io i I J � '.; SLOPE As.D, I m OR & ROOF S TOWARD DOOR -�§ - PLANS A3.01 .. .. ..... .. .... ... .. .. - .. A3.01 ... _ .. .. .. _.. .. .. �.:.: 1 �W —R G MILL MLYEfFMPUJC VAPOR BARRIER OV[R 6'CRUSHED STONe OR � 1 11 - ' COMIPACfED PILL 2'-O'a2'6'M' li APRON W/ODROPPED Wi I 1 ------ --- -- -- --- ----------- --- - — — REVISIONS: i COAIPRe551BL[ I. i uER®PeRI ter D ATE ISSUE I y.s• I C Roof uue ABove sim ' S : A5.01 I 7'.0' 7''O' 7'-0- 7'-0- £ r 4 ` ---- q Az.D, Az.a, 'DRAWN BY: a Author PROJECT#: s DRAWING NO.: 2 ROOF PLAN �LFLOOR PLAN 3 � a I I PROPOSED NEW DETACHED GARAGE & WORKSHOP FOR Marty & Susan DeMartino Residence 188 ANNABLE' POINT ROAD CENTERVILLE, MA BULB/NG®,EP . T. T - _ - ------' ABLF -- -- --------- F__1Lloi _ i JU -- -- ARCHITECTS BROWN LINDQUIST FENUCCIO&RABER ARCHITECTS, INC. 203 WILLOW STREET SUITE A (p YARMOUTHPORT,MA.02675 TEL. (508)362-6382 FAX. (508)362-2828 W WW,CAPEArCHITECTS.COM / 1 6 r a �PPERM�IT& ' ONSTRUCTION.SET. 22 . 2017 sa STAMP: / \ O I \ Q / \ O / / \\ 9 \ - �KnottYPine.Ln.,_•_J � �mo / m lAi U \ \ U Ave so m✓ t Y:f pe ..� Z 8 U No QD LU ---1� � IONS/OFy � <.. � � ��' EXISTIN� �` \\\�♦ V O � J O LU J w Y LU m LU PROPERN `` I �+, i z z (W l/Nf ��\ J EXISTING PAVING / \\ Z3 Q \/ W Cn \ \ E%ISTING .. \\ • \\\ DWELLING /i \\ / TITLE: ARCHITECTURAL / SITE PLAN \\ / DATE ISSUED: 08.22.2017 REVISIONS: INFORMATION IN THIS PLAN WAS ADOPTED FROM 1.)SITE PLAN BY: . 'BAXTER&NYE INC. 812 MAIN ST,OSTERVILLE,MA 02655 \ •\\ / / • (508)428-9131 DATED:SEPTEMBER 9,1997 \ \\ // DRAWN BY: 2.)TITLE 5 SITE PLAN BY: V Author b DANIEL A.OJALA,P,E.,P.L.S. \ DATED:SEPTEMBER 24,2005 \\ PROJECT#: \ / DRAWING NO.: � � PROPOSED SITE PLAN L1 .00 1 L 1 .00 as -'" STAMP: c w 0 U U z a LL U n 2 3 4 2 3 4 z ; U a^ z w ws 2 O 200CL 60 O 68 68 6B m Q c o s y_SETBA —CK ___A5�o1_ � SETBACK � �m — ————— —— —— —— m sin LINE LINE / A2.01 6 A A2.01 A A5.01 COORDIIJA PLACEMENT A301 4 - T .J - :..i ..,� -'{.i.- _: "'I j-J.I- i...{ ',J. - BUILDIIJ ACK LINE __ _ ___ _ _ _ _ __ _________ OP AREA WELL TO NO A3.01 4 A — — r_ - --•' — - - - A A — - - — — — A W ENCROACH OVER �q -.r. 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GRADE U O O J CONCRETE FOUIJDATION WALL 4- - - - 5\s •.- ..:;.T r FOOTING - - - - - - - - - - - - - - ¢ f./)` W - - T -- _ - 35,_2,: I - - - - - - - - - - — - - -- - - - - - - - - - - — - FOOTING W (1) m Ly SLOPED POOTNG - DRANJAGE srolre. �1 35'-2" Q W z � Z w 4 NORTH ELEVATION J Z 1/4"= 1'0" n WEST ELEVATION 0 Q U 1/4"= 1'ON O 00 O r A 1 2 A3.01 3 4 C A O1 ES A3 01 A 5HINGIE CAP,TYPICAL � 5NINGIE CAP,TYPICAL Ridue � � � Ridge 56:_5,: I T..i— Y r'"�'ST-ZI„ 1 R �1 f 4. i LAMINATED ARCHITECTURAL IAAIINATED ARCHITECTURAL RAKE GOAD PAINTED TYPICAL 6 '0"�_ -`�--�'�:,'"'`" � ASPHALT P.00F SHIIJGIP A5111ALT ROOP511INGU Ix5 BODYGUARD SUB RAKE gLUALUMINUMUM GUTTER ON Ix8 PVC FASCIA,PAIIJTED ^Y'I ALUMIIJUM GUTTER ON x8 WAD PAINTED TYPICAL ELEVATIONS PVC FASCIA,PAINTED -�>- T.O_Plate.-n' - --_ =— - - - - - TO.Plate . 51'-2" _ I x5 BODYGUARD TRIM PAINTED ' �— —� _�'"� Ix5 BODYGUARD TRIM,PAINTED _ �. - - - Ix6 BODYGUARD TRIM --- - -- I x5 BODYGUARD TRIM,PAINTED -BODYGUARDTRIM, EMI - _. _ - _. PAIIJTED ' PAINTED BODYGUARD BOARD COL-N m DATE ISSUED: -- -^- -- - - -� ----- OVER-0 GARAGE DOOR - --- ----" - 1 - ^-' ENCLOSURE,PAINTED 08.22.2017 FIBER CEMENT BOARD5,SIDING, PAINTED 1 - PIBER CEMENT BOARDS,SIDING, =_I - _..- _ �._ - _. _-_.I _ Ix6 BODYGUARD GARAGE ---. 01 T -. - " � PAIIJTED REVISIONS: _- __ DOOR TRIM.PAINTED -- ... .. . ..; — -2-6 - - - - - - - - A @GARAGE T.O.WAL�. GRADE ®GARAGE T. .WALL 42 I � CONCRETE PIER Epp GRADE gtlg 1Y �--r-CONCRETE FOUNDATION WALL I_I n 4 CONCRETE FOUNDATION WALL I- - - - - - - - - - - - - - - - - - - - - - — — - - - - _ _ _ _ _ _ _ _ _ _ _ _ DRAWN BY: - - - - - - - - - - - - - - - — - - -L--- --- --- --- - - FOOTING � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --� - F0035—VNG I,- Author 35'-2" PROJECT#: 2 SOUTH ELEVATION 1 EAST ELEVATION DRAWING NO.: A2.01 STAMP: NOTE: T.O.F. = TOP OF CONCRETE FOOTING. • B.O.F. = BOTTOM OF CONCRETE FOOTING. • T.O.W. = TOP OF CONCRETE WALL. • T.O.5H= TOP OF CONCRETE SHELF. • T.O.5. = TOP OF CONCRETE SLAB ALL WORK 51 IALL DE IN COMPLIANCE W/W55.STATE 5UILDING CODE,780 CMR.8th EDITION. • CONTRACTOR TO VERIFY ALL DIMENSIONS ON 517E 4 COORDINATE W/ w + DE51GNER PRIOR TO CONSTRUCTION, CONTRACTOR TO VERIFY ALL BEARING LINES ARE CONTINUOUS 6 PROPERLY si. TRANSFERRED TO FOUNDATION. d6 a 1 ALL LUMBER USED SHALL BE 5PF NO.2 WITH MIN.E= AEC 0 2 A A3.01 � • A3.01 TYPICAL RIDGE DETAIL 3 TYPICAL ROOF CONSTRUCTION a LAMINATED ASPHALT ROOF SHINGLES W/RIDGE VENT CAP ON ROOF z Q,rx, 56'-5" UNDERLAYMENT PER 5PEC'5 ASSEMBLY DETAIL 4 LL TYPICAL ROOF °YTro - ICE 4 WATER SHIELD WHERE INDICATED TYPICAL SAVE 43j4 I A 0 HANGERS - .—.—. A4.01 5/8'TtG STRUCTURAL ROOF PANELS � Z ( 1 BOX DETAIL TYPICAL CEw IG 2x 10 ROOF RAFTERS @ I G'O.C.(U.N.O.) AssEN1Bn DErmL 2•GAP FOR AIR FLOW 1 x8 BODYGUARD FASCIA,I x 12 BODYGUARD SOFFIT,PAINTED WHITE Z lin T. Plate 2'CONTNUOU5 SOFFIT VENT W1 SCREEN �( a CDR RIDGE VENT,T'YP. WHITE ALUMINUM GUTTER t DOWNSPOUTS Z w S 51 2 1 B^ICE*WATER SHIELD _ _ — Ridge n HURRICANE CUPS AS REO.'D BY MP55 STATE BUILDING CODE 780 CMR.8UJ Q'U 3•-3 ve^ a EACH s10e EDITION. C C y WINDOW OPENING • ® I • m Q c ASPHALT ROOF SHINGLE OIJ ROOF TM04It CEILING CONSTRUCTION y UNpERLA—Ir �� •L,I Mv 1.6 BODYGUARD 5/8-GWB.TYPE°X'PQINTED @ GARAGE BAYS ON Ix3 STRAPPING @ I G°O.C. r rRiM,cowNle 1/2"GWB.PAINTED @ WORKSHOP ON X3 STRAPPING @ 1 G"O.C. _ er+cwsuRE PAwTEo cs I G \EB ' " EXTERIOR wnLL EACH RAFTER (R-49)MIN. GATT INSULATION @ CAVITIES ROOF op RA IIJG TYPE(EW-2) EXTERIOR WALL ON POOP RAFTER rrPE IEwsI _ PER Pulls TYPICAL DCTERIOR WALL ASSEMBLY I. T.O.WALL @ GARAGE RIDGE PLATE 2XG SILL ON FOAM SILL,SEAL/GASKET 42'-6•- PER PUNS (Z)-2x6 TOP PLATE 6 U •. 2XG WALL STUD @ I G'O.C. LLI %3l4'ilG PLYWOOD DECK 7/IG"STRUCTURAL WALLPANELS SHEATHING. (Il 8'CONCRETE '2x 10 Q I G"O.C." -"- iN i1 4•CONCRETE SLAB W/ v THICKENED EOGEs F DER MIN.GATT INSULATION @ CAVITY. TS Q FOUNDATIOIJ WALL "'"�'.�'." j "� .=t � FIBER CEMENT BOARD SIDING 5"EXPOSURE.PAINTED. V to-DI—co-c f 4 5/8'GWB.TYPE T(INSIDE @ GARAGE),PAINTED TYPICAL 1/2-PLYWOOD @ W O CONCRETE STEP 3. PIER GRP,DE 4°DNOPEIE5LA6 1 TYPICAL RIDGE DETAIL WORKSHOP Q CONCRETE ON of CDOTUJuouS 1 1/2" =1 O" TYPICAL WOOD FLOOR DECK A55EMBLY ^ Q (3)#4 ON NUO�OTUJG wr FOOTING 131x4 coNnnuous BARS — - — 3/4°TtG GLUED t NAILED PLYWOOD DECK - IJ ^ O F— STEP POOTIIJG,BEYOIID STEP FOOTING• ry - @ I..L C Z BEYor+o 2x8 FLOOR JOISTS 16'O.C. LJJ .. (R-30)MIN.BATT INSULATION IN JOIST BAYS = O:E O Lu FOUNDATION DETAIL Q J _ 8'THICK CONCRETE FOUNDATION WALL ON 20N I O'CONTINUOUS CONCRET Section'IC" FOOTING AS INDICATED Lu Y /�� W C , 1/4" = 1 I O11 P.T.CONTINUOU5 SILL W/GALVANIZED ANCHOR BOLTS b FOAM SILL.SEAL/ 0 -L� W I Lv • GASKET \`C O Q. W DAMPPROOFING 6 I'RIGID INSULATION(R-5)@ OUTER 51DE J Q F� ' (2)-#5 CONTINUOUS BAR5 TOP b BOTTOM WALLS AS SHOWN @ � Z • W CONCRETE SLAB ON G MIL VAPOR BARRIER W/G-G W I A4 W 1.4 W.W.F.@ w Z uj F z U z _ MID DEPTH ON 8°COMPACTED ILL (n Z3 Q U w un 0o cn O 6 O L O /L p A3.01 t A 4 �51T A A3.01 B A32TPICAL SHINGIP CAP CROOF ASSENIBLV DETAIL TPICAL SnINGIE CAP - TITLE: . TYPICAL RAKE BOX DETAIL BOARD DETAIL i BUILDING I TYPICAL ROOF Z%4 CEIUIJG A55EMBLY DETAIL HANGERS Plate j T_O.Plate SECTIONS 2X4 CEILING 51'-2" - 51'-2" HANGERS TYPICAL CEILING TYPICAL CEIUIJG TYPICAL CEILING _ ASSENIBLYDETAIL ASSEMBLY DETAIL A55ENIBLY DETAIL WINDOW OPENING �T (3)PLY I X-9 1/A'LVL WINDOW OPBJIIJG W'I] OVERHEAD DOOR HEADER - I.4 BODYGUARD DOOR TRIM, 1O'-0-WIDE.7'-0'HEIGHT I A4'01 DATE ISSUED: PAIIJTED T?ICAL GARAGE OVERHEAD DOOR I I 08.22.201 7 PTERIOR WALL ` ••/ EXTERIOR WALL 3/4'T4G PLYWOOD DECK GARAGE TYPE(EW.2), GLUED t NAILED ON 2x I O __ ® I I REVISIONS: T.O. 2% ®1G•o.o. — — — — T.O.WALL „ A5.01 (3)PLY I X/19 I/4• 8'CONCRETE TYPICAL SLAB ON LVL PROPPED BEAM TYPICAL SLAB ON POUNOATIONWALL—�'. GRADE-5-Dl -- 4•CONCRETE APROIJ GRADE ASSEMBLY ' Wr THICKENED EDGES 8•CONCRETE 4.O.D.STEEL COLUMN W/ F ' GRADE FOUNDATION WALL STANDARD BASE 4 CAP °q 20".r10•CONTINUOU5 4 COIICRET2 FOOTING A�� TYPICAL 5LAB ON (3#420�O'CONTICONT1NUOUS JU S E (31#4 COIJn110005 B GRADE A95EMBLV CONCRETE FOOTING W/ (3N4 CONTINUOUS EARS _ FOOTING I _ _ _ _ — — — — _ _FOOTING DRAWN BY: —" 3514- STEP FOOTING,DEYOND ._•.J 35'-2" Author lY - CONCRETE FOOTING ' W113)#5 EACH WAY PROJECT#; ° Section"B" I 20• °'`ONTRJUOUS Section"A" 33E CONCRETE FOOTING W/ U 1/4" = 1'-0" 13W4 CONnNUous BARS A DRAW NG NO.: 1/4" = 1 I_0II A3.01 9 STAMP: v w z� rr 0 €� _ Rid ! Rid e — Sim 56,_0 56-Y LL 6 e A5.01 A5.U1 I z - —CAL RAKE LL e + — — BOARD DETAIL TPICAL RAKE 7 Z BOARD DETAIL—- - 3 w a� • z � r ICAL EAVE Box DETAIL A$01 w a 3i� =D• Box Derna '�z 2 TYPICAL EAVE I •� BOX DETAIL _ T.O.Plate 'T_O.Plate T.O_Plate I T.O.Plaate�� 51' — — 51� 51'-2" 0 -,, 66 (� i 1YPICAL DEIDIJG W C ASSENIBLV W^` V L 3'-0' LVL BPAKI — _ J BODYGUARD BEAM OVERHEAD GARAGE Q O ENCLOSURE,FAINTED DOOR HEADER v ry 0 Cj_ c: z ° 4 UO:E 0L.Li BODYGUARD P05T - I Ja W NDOW OPENING ENCLOSURE,PAINTED Q '^ v! W J 8 tl4" Q g W'> WO p � � —� OVERHEAD GARAGE R 14 Lv u 0 DOOR TYPICAL EXTERIOR -' O p W O p WALL(EW-2) CASE WORK 3 w Q 7 BY OWNER mo e� wo z Z W 0 z p Q U W cn S ° MICAL EXTERIOR cn M A5,01 S,m WALL(EW-1) (z W TYPIGAL� WAUL(ISW3) OR AS'D1 Sim O r • WALL(EW-3) 1 O 14 BODYGUARD . — -—"—-—- - IUD 51. • _ -— 'I WEATHER STRIP BULB a• v — P.T. SILL T.O.FLOOR(42A /4) T.O.42T.Ow(42•41/2") T.O.S.(42'-2) __�W�LV TITLE:T.O.S.(42•-0•) GRADE a T.O.W.(ar-8 3a") �. ANCHOR BOLT J WALL SECTIONS • P.T.2X6 SILL r.o.w.14r-0^) — —'— 4"CONCRETE SLAB WI THICKENED EDGE I ANCHOR BOLT — �.- --- — - -- ---------J } ',a.•y GEADE I-RIGID 1 5VIATION _ S T PROTECTIVE BOARD O' w ,• DAM, PROOFIG®EXTERIOR 1'RIGID INSULATION GEADE DATE ISSUED: PACE,BELOW GRADE _ PROTECTIVE BOARD I•RIGID iN5u ATION UB.22.2017 1 RIGID INsuunoN PROTECTIVE BOARD REVISIONS: _ OAMPPROOFIG Q EXTERIOR PROTECTIVE BOARD (. _ FACE,BELOW GRADE 5•CONCRETE FOUNDATION WALL W/(I)K5 BAR®TOP a . DAMPPROOFIG®PJRERIOR DAMPPROOW GRADE EXTERIOR (I N/5 BAR p MID HEIGHT e'CONCRETE FOUNDATION FACE,BELOW GRADE PACY,BELOW GRADE WALL W/(1)K5 BAR gT TOP a (1)#5 BAR @ MID HEIGHT 5"CONCRETE FOUNDATION FS;` 5'CONCRETE FOUNDATION WALL W/I)N5 BAR®TOP t _ WALL W/R)k5 BAR 1GHT TOP<° s5Q 2X4 CONTINUOUS KtN (I)p5 MR®MID HEI (1),15 BAR®MID HEIGHT 2X4 CONTINUOUS 2X4 COIJTIIJUOUS KEY j. 20'.r 10•CONTINUOUS 20'.I O'CONTINUOUS 2X4 CONTINUOUS KEY g ? CONCRETE FOOTING Wi �•% CONCRETE FOOTING Wi -- ,•'.' DRAWN BY: 3 (34/4 CONTINUOUS BAR5 (3)a4 CONTINUOU5 BAR5 Author _ • ° -'• _ _ _ _ FO_OTIINNG _ _ _ _� •.`%���:•:�'' _ _ FOOTING n _ _ _ FOOTING Il o''.": _ FOOTING I, C 35'22- 35'-2�7 35--2"-V 35--2� PROJECT#: F� STEP FOOTING 4 2O'NID'CONTINUOUS CONlD•CONTINUOUS CONCRETE FOOTING A CONCRETE POUTING W/ DRAWING NO,: (3)#9 CONTINUOUS BAR5 (3)p4 CONTINUOUS EARS 4 WALL SECTION"C-1 " 3 WALL SECTION"B-1 " WALL SECTION"A-2" WALL SECTION"A-1" a 3/411 = 1'-011 3/4" = P-0" 3/4" = 1'0" 3/4"= 1' 0" A4.01 STAMP: • T FICAL ROOF A55EMBLY MICAL 36'ICE t WATER 6+/ C ` SHIELD Q PERIMETER W/ \\\•p. HOT WELD OVER NAILS / ASPHALT ROOF A OFB/.), rER ICE t WATER SHIELD Q 9HINGLeS OIJ ROOF EDGEALUNIINUM DRIP ` `��. '9TF PERIMETER TYP.LAP OVER DRIP EDGE UN IN..MEIJT EDGE FLAaHING— ^ • ``����\ \ RSy0 -_____ ' �P 3E MIN,WIDE ICE t / 2%1 O BLOCKING �\ WATER SHIELD,I B'WIDE / 4f EACH 510E / .�� ```` �FR• ��\ / _ I15 ONAKE5 A 0.BODYGUARD • I I Il4° ryp WOVEN / i---I O'PIANI.CONCRETE PIER RAKE BOARD,PAINTED ` \ 5HINGLE5 rMICAL TYPICAL POOP f\ CONTINUOU5 ALUMINUM Q VALLEY / TVENT BAFFLE, DRIP EDGE \ 2x5 CONTINUOUS PLY RAFTER \ y ' x6 BODYGUARD BOARD \ / PAINTED Q(4)51DE5 C \ / m \ / O q 2.8 Q I G•O.C. d \ / 5/8'PLWOOD 5PACERs T.O.Plate \ / w 2xa BLOCKING NAIIPRS i . + _ 5t,_2„ dS a J .. x 2 BODYGUARD 90FFIT,PAINTED M. Q .� ROOF PRAMING LAY-ON ROOF ` TYPICAL CEILING ALUMINUM GUTi[R C0115TRUCTION FRAMING O I„ P.T.4X4 WOOD P05T ' - ASSEMBLY DETAIL � Q 1.6 PVC SUBRAKE OI 3/4•PLYW000 SPACER I xB BODYGUARD FASCIA,PAINTED Q NAILER PER 5TR.x 7 ' CONTINUOU5 BEADS x 12 BODYGUARD SOFFIT,PAIIJTED Z DWG'5 ttFICAL EXTERIOR WALL A55EM51-Y LL nnn OF W/EIJO GABLE FRAMING ADnEslve 51 ,UCTIOIJ VE 2'CONNUOUS 5OFFIT _ " ' ' '�I;. •' vE TI Nr wi scREeu y - EO EO I - HURRICANE TIE PER 5TR.DWG5 � z 6 Bo 1 TYPICAL VALLEY DETAIL p GUAeDTRMPAINTED p 6 1/4" .OVER 3f4'PLWOOD SPACER Z tt ICAL EXTERIOR WALL A55EM151Y W ¢'� 1 1/2" = l'-0" n COLUMN ENCLOSURE DETAIL 6 TYPICAL RAKE BOARD DETAIL J TYPICAL EAVE BOX DETAIL o 3" = 1'-0" 1 1/2"= 1 0" 1 1/2"= 1'-0" m a 3 A '�� �8 BATT INSULATION IR-4B)MIN. ■E� `� ■B TYPICAL EXTERIOR ARCHITECTURAL PSPHALT POOP SHIIIGLP$ Gx6 W I,4x 1.4 W W.F. 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NOT TO SCALETe ELEVATION TAG A2.01 BUILDING ELEVATIONS CONC CONCRETE O.C. SON CENTER CMU CONCRETE MASONRY UNIT OH. OVERHEAD IRoom name ROOMTAG A3.01 BUILDING SECTIONS w g� CONST CONSTRUCTION OPNG. OPENING 101 y $ CONT CONTINUOUS PNT. PAINT U CJ CONTROL/CONSTR.JOINT PTD. PAINTED TL DOOR TAG A4.01 WALL SECTIONS a z CTSK COUNTERSUNK PNL. PANEL TYPICAL WALL, SLAB, CEILING, ROOF ASSEMBLY & z v DET DETAIL PART. PARTITION T, LMNDOw TAG <� • , DIA DIAMETER• PL. PLATE A5.01 DIM DIMENSION PLAS. PLASTER O WALL TYPE ESTERIOR DETAIL DR DOOR •P.LAM. PLASTIC LAMINATE 2 w DH DOUBLEHUNG PLBG. PLUMBING `n Q DRWR DRAWER PLYWD PLYWOOD N e000•00"e A6.01 WINDOW, DOOR SCHEDULE & DETAILS 3 DWG(S) DRAWING(S) P.T. PRESSURE TREATED Di-- PROPERTY UNE TAG DF DRINKING FOUNTAIN Q.T. QUARRY TILE Name S1 .01 FOUNDATION & ROOF FRAMING PLANS DW DISHWASHER REQ'D REQUIRED PROPERTY TAG/ACRF5 ELEC ELECTRIC(AL) REF. REFIGERATOR Area EL. ELEVATION REV. REVISIONS ELEV. ELEVATOR R. RISER CONCRETE W EMER. EMERGENCY R.D. ROOF DRAIN w U EQ. EQUAL RM. ROOM LU C EXIST EXISTING OR EX. • R.O. ROUGH OPENING BRICK /11 E.J. EXPANSION JOINT SECT. SECTION _ �J EXP. EXPOSED SCHED,SCHEDULE r CONCRETE BLOCK Q EXT. EXTERIOR SPEC. SPECIFICATIONS N Q FIN. FINISHED SL. SIDELIGHT �QI� O F.A. FIRE ALARM STD. STANDARD .',t ' PLYWOOD �.a Lv Q F.B.O. FURNISHED BY OWNER S&P SHELF&POLE - z -_: F.E. FIRE EXTINGUISHER STL. STEEL 0 _ _ F.D. FLOOR DRAIN SUSP. SUSPENDED - W O ~ FL. FLOOR(ING) THK. THICK GYPSUM WALL BOARD _ _ C �_ FLUOR. FLUORESCENT T&B. TOP&BOTTOM: ! \ O-E O W FT. FOOT T&G TONGUE&GROOVE `J = C J FIG. FOOTING T.O.F. TOP OF FOUNDATION ROUGH LUMBER Q En C J_ FIND. FOUNDATION T.O.S. TOP OF SLAB 2t LjJ > FURR. FURRED(ING) T.O.SH. TOP OF SHELVE _ _ Q � y) 1 L✓ GAS GAS T.O.W. TOP OF WALL r FINISH LUMBER O Q CO LU GALV. GALVANIZED T. TREAD = Q • G.C. GENERAL CONTRACTOR TYP. TYPICAL - GL. GLASS/GLAZING UNFIN. UNFINISHED e RIGIDIN5ULATION W C Z z r GR, GRADING V.I.F. F. VERIFY IN FIELD z N Z ( - GWB. GYPSUM BOARD MN. VINYL EARTH HDBD HARDBOARD VCT. VINYL COMPOSITION TILE L Q v HDWD. HARDWOOD VWC. VINYL WALL COVERING CWn00 • HVAC. HEATING,VENTILATING,& WC. WATER CLOSET ' Gravel AIR CONDITIONING W. WIDE/WIDTH O � 0 • HDWR. HARDWARE W/ WITH r W/O WITHOUT COMPACTED FILL - O W.W.M.WELDED WIRE MESH WD. WOOD � C DRAWINGS ARE REPRESENTATIONAL G nnE: ONLY DO NOT SCALE DRAWINGS PROJECT DATA, ABBREVIATIONS, DRAWING INDEX DATE ISSUED: 08.22.2017 REVISIONS: DRAWN BY: 6 Author PROJECT#: 9 DRAWING NO.: 3 AO,01 �a SITE PLAN 'DEC -9 097 X AT BARNSTA13LE CONSERVATIOp;; N BLOCK DRAFT P.E. P.L.S POT ELEVAnoNS JRE J� 188 ANNABLE POINT ROAD a$ RUB BUFFER m CO CONSTRUCnoN CENTERVIL"LE, MASS. ND,-CONS ADMIN JRE J FOR o. RIPTION - BY BY BY F.. JUNE A. INMAN EXISTING SPOT ELEVATIONS SEE REVISION BLOCK FOR POST-CONSTRUCTION REFERENCE SCALE: 1" 20' SEPIEMBER 9, 1997 BAXTER & NYE, INC. sTEv++ffN 812 MAIN STREET N ti ALLYN OSTERVILLE, MASS., 02655 EL IS WiLSON (508)-428-9131 N No. 29fiP s� w No.9it216 i ISjEr�`�Sim a..;.� L6 PROP06ED NEW OONS'iRUCION N� PROPOSED ROOFED AND ENCLOSED PORTIOC�'QHF H�RY VALL BE CONSTRUCTED ONLY ABOVE NTHE EXISTING CLOSED PORCH. �q0 U\/')- C/NFS PROPOSED 6-FOOT-WIDE SHUB BUFFER S ti NO CHANGE IN BORDERING J' es—LAND SUBJECT TO FLOODING o SLATE 93 F 40 EDGE OF ERODED LAWN WALKWAY LAWN 38 DETAIL BELOW LEFT 36 ALLIGN NEW WALL WITH EXISTING N nNGS �►� 8" CONCRETE WALL g LAWN .* ,E 34 EDGE OF POND: 11-11-96 38 3 LACE EXISTING PIER WITH A WOOD do � � ��' 31 32 RESTYROFOAM FLOATING PIER HELD IN v 3 �`�Q BOTTOM PLACE WITH 2" GALVANIZED PIPES 2 tcQ' x 30.6 �� p� �. BOTTOMx 29.6 �0 �°`• �Vv LAWN x 3 .OTTOM 30 BOTTOM . � Q• 4 99 � x 30.6 x 28.7 0 0 e) CONC. AMP BOTTOM BOTTOM RE OVE x 29.6 28 X BOTTOM x 27.4 BO 0 BOTTOM CLA PIPE ro°' x 30.6� F sr�`j�• cC�c��F�T REM x 3 . BOTTOM 29. x 28.9 0 . pGR�F.� TTOM BOTTOM 6 38 RFTq PK SET SEE NOTE END EXISTING SEASONAL ALUMINUM/WOOD DOCK x30.7 x29.7 x27.8 36 BOTTOM BOTTOM BOTTOM 34 .�^� ��• OPOSED IAUN"G RAMP 32 C CB/DH x 31.6 D RAMP AT SAME ELEVATION BOTTOM x 29.6 x 28.6 0 INSURE RUNOFF PATTERNS BOTTOM BOTTOM REMAIN THE SAME. PROPOSED 9' x 20' CONCRETE �- GE IN BORDERING LAND LAUNCHING RAMP TO REPLACE v JECT TO FLOODING EXISTING STRUCTURE x 27.3 BOTTOM A,30 29.6 ��. � x 0 BOTTOM O� EXISTING CONCRETE 28 a 1�T RETAINING WALL �• t�' x 28.6 J �� BOTTOM O Q° 41 x 28.2 BOTTOM - 96137 (SITE06.DW( 4 o WEQUAQUET LAKE O LEWIS POINT v SITE PLAN x HAYES POINT ! 2 _T ;u LOCUS GREAT POINT REVISION BLOCK DRAFT P.E. P.L.S. AT 0 I 1. 12-3-97 MOVE PIER - SPOT ELEVATIONS JRE ,r+� X 0 6' WIDE SHRUB BUFFER 188 ANNABLE POINT ROAD 0 ' g NOTE RE PROP CONSTRUCTION GREAT O CB/EPLP 2. 12-8-97 PER ATTY HYLAND-CONS ADMIN JRE J t& CENTERVILLE, MASS' �� -yp, 8 RO10 FS N/k N0. DATE DESCRIPTION'! - BY BY BY FOR ROUTE a SGyy OL JUKE A. lNMAN o ' j EXISTING SPOT ELEVATIONS SEE REVISION BLOCK FCR POST-CONSTRUCTION REFERENCE s ti SCALE: 1" = 20' SEPTEMBER 9, 1997 LOCATION MAP � PARCEL AREA: '3s)s0• ® •�y; 'sue HYANNIS QUADRANGLE POLE #511/9 2 � F / � `,.. --- ' �;�,� SCALE: 1:25,000 o B AXTER & NYE, INC. / y ASSESSORS 20,842 SF t ;/`/ JOHN � 0.48 ACRES t sTEv++�►v 812 MAIN STREET - MAP 211 PARCEL 35 4 / �€ ALLYN �; OSTERVILLE, MASS., 02655-"�� e Is TO WATERUNE---- WILSON ZONES: �� a1� (508)—428—9131 '°�� ��� l io. 283I4 liU; t .p Mu 3N21fi f'� AQUIFER PROTECTION OVERLAY DISTRICT �Q 0`1N£A�nLTY L/N£S ��l v�L 1' ''St� ~j`•� ZONING DISTRICT: RD MINIMUMS �1- S -9-) AREA - 43.560 S. F. 4v FRONTAGE a 20' v WIDTH 125' ��� till ����� FRONT SETBACK a 30' 0 15-FOOT SEWAGE #94-343 3 FLOW DIFFUSORS Nfij i SIDE SETBACK 10' IC RIGHT-OF-WAY PROPOSED ROOFED AND ENCLOSED ' 0 y�+.. REAR SETBACK 10' SIZE: 8' x 28' ` �4,y�, �/��, PORTION WILL BE CONSTRUCTED ONLY BUILDING HEIGHT 30' `► FS/,yc 40 PER TIE CARD i �qp ABOVE THE EXISTING CLOSED PORCH. TB 0 CB Roe ' EL a 38.31' ti ST \ --— ---- FLOOD ZONE C ` Y y, FIRM COMMUNITY PANEL � Cq �s PROPOSED 6-FOOT-WIDE SHUB BUFFER No. 250001 0005 C �� C 0011 } �p S sS REVISED: AUGUST 19, 1985 �< qcF �� S)• 0 NO CHANGE 'N BORDERING �� \ ¢��, n S ~ LAND SUBJECT TO FLOODING i PA It \ 50 \� SLATE 40 - DR I'` / �' WALKWAY rEDGE-OF ERODED LAWN / N `3 IVgY PAVED I I - - -- -- 4723'7 K, DRIVE 38 L WA) LAWN DETA' BELOW LEFT Oz. I ,4/F CHILD!:* Pt tics �� {- 36 ALL!CN NEW __ ',v a EXISTNG 41 RELOCATIO!q OF PROPO_S_: �OA7?NQ PIER co \ E .. \ rc �J�4 v o V OQ �2 REPLACE EXISTING PIER WITH A WOOD do 4v 31.E STYROFOAM FLOAT.NG PIER HELD IN 0 NOTTOM I PUCE WITH 2' GALVAN!ZED PIPES O O '4,� x 30.6 `40 O �o O �, LAWN x 3y'6 BOTTOM 29.6 fir„• �OTTCM 30 BOTTOM BARK MULCH / Q�'�" ,`9� w '•'r" x 30.6 x 7�Z 0 + . 28.7 WITH PLAN 7'NG C F�V� CONC. RAMP .y / - �P BOTTOM BOTTOM REVE W A LL C R 0 S S S E C TO O N x 29.6 28 BO1?OM / + x x 27.4 SCALE: 1' 2' 4 090 \\ ,off CLA PIPE �g BO' O ;� 130TTOM L'Em x 30.6 `lT�s. x 3 3BOTTOM 29. x 28.9 &� 'QB c� 1TOM BOTTOM �-+ 38-- T PK SE EL a 35.0' T� \ oo EL m 33.9 SEE NOTE H I G H W A T E R EL - 34.7' HOVS£ il78 <y C�� �� EL a 33 GRADE END EXISTING SEASONAL CAST IN PLACE PPP S x 30.7 ALUMINUM WOOD DOCK TOP SECTION 36 BOTTOM x 29.7 x 27.8 4' DIAMETER PVC WEEP 34 / BOTTOM / 80770M HOLES 8' ON CENTER r I id0?E RE P1? tJWNG•W�ta RAMP �� 32 WITH 2 C. F. OF STONE EL - 33. CB/D H x 31.6 SET PROPOSED RAMP AT SAME ELEVATION ! AS EXISTING TO INSURE RUNOFF PATTERNS BOTTOM x 29.6 x 28.6 WILL REMAIN THE SAME. BOTTOM BOTTOM / 4v POLY X FILTER CLOTH EL a 3^_' f - ! PROPOSED 9' x 20' CONCRETE ENTIRE WALL NO CHANGE !N BORDERING LAND LAUNCHING RAMP TO REPLACE R' SUBJECT TO FLOODING I EXISTING STRUCTURE v x 27.3 / 30 BOTTOM w� PRECAST CONCRETE RETAINING WALL x 29.6 A BY NEW STRESS INTERNATIONAL, INC. BOTTOM � // <v � OR EQUAL EXISTING CONCRETE_ 28 J �O 26 RETAINING WALL EL a 29' x 28.6 Y `v CONCRETE TO BE 5000# BOTTOM J �O REINFORCING STEEL TO BE #4 RODS O QO �v FINAL DESIGN BY NEWSTRESS INTERNATIONAL, INC. x 28.2 807TOM ELEVATIONS BASED ON N. G. V. D. t I � x 1 � SOW SCI�. --- •I I _ - CONSTRUCTION DETAIL AND CROSS-SECTION AT r+ Im 188 ANNABLE POINT ROAD CEN TER VI LLE, MASS. DETAIL OF PROPOSED FLOATING DOCKS FOR l JUNE A. INMAN v Y BY AGM MAR NE CONTRACTORS, INC. G ' USED ','ITH PERMISSION SCALES AS NOTED SEPTEMBER 9, 1997 <HC�F BAXTER & NYE, INC. ►�s r "w I l ?" 812 MAIN STREET `` PETER OSTERVILLE, MASS. 02655 , �. `? V IL_.IAM r NOL247 (508)-428-9131 c' I CIVIL CROSS - SECTION OF PROPOSED PROJECT VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 5' A NLQUADUET LAKE � EI A — 1 �— L A w N3VLMH 199E co P R O P O S E D F L O A T 10 20 Z w 30 40 50 60 70 80 90 95 0 n I I I EL = 37' 00 35 30 -- — 30 5 B S ® 8' = 40' ALL ( iLES G LVANIZED PIPES — - -- - -$, 8 8T - -- ST , -- --- _ -- --- - 8 - - - - - - --- - - - --- -- - --- - - 25 -- 25 Y U U W N O O 0 Q 'to 'D Y M fD tD 'a) N 0® MII 'IiI II Q 0 OII �D � � w ) n O 0 W II 0 p O Lil O U W W U 0 W O L j J Z J U 0 U U d W O LJ W o v u i D 1 T A Z