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0161 HARBOR HILLS ROAD
/(p/ Qlb�r- o h 9 1 k 0 1 E T 0 Q Town of Barnstable Building .. ,� F' n3+' Post This Card So That�t is Visible Fromthe Str.,eet-Approved Plans Must be;Reta�ned on Joband fhis Card Must,bexKept , ; 114AS& te`l Until Final Inspection Has Been Made zPermit Wherge a I'icate of Occupancy s Requ reds,such Build ng shall�No�t be Occupied;until a Final InspKeci on has een made Permit NO. B-19-3915 Applicant Name: Michael McMahon Approvals Date lssued: 11/22/2019 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 05/22/2020 Foundation: Location: 161 HARBOR HILLS ROAD,CENTERVILLE Map/Lot: 227-063 Zoning District: RB Sheathing: Owner on Record: BENCE, DENISE M DESMARAIS Contractor°-Name: MICHAEL T MCMAHON Framing: 1 Contractor;Licenser CS_068111 Address: PO BOX 274 - 2 WEST HYANNISPORT, MA 02672 ! Est Project Cost: $4, . Chimney: Description: Weatherization-Air sealing, R-19 FBG, R-38 FG_B,ventilation chutes, `1Permit Fee: $85.00 Insulation: soffit vents ' 1 Fee Paid $85.00 Project Review Req: Date . 11/22/2019 Final: re . i ;Y M Plumbing/Gas y Rough Plumbing: y f � _ � � This permit shall be deemed abandoned and invalid unless the work authorize byithis�permit is commenced within six mon1,11"ths after issuan Final Plumbing: 1. 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 strdCt6r6s shall be in compliance with the local zornn& y laws'and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for publ nspection for the entire duration of the Final Gas:' work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures bysthe Building and Fire Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work E � , 1.Foundation or Footing Y ; Service: 2.Sheathing Inspection Rough: g 3.All Fireplaces must be inspected at the throat level before firest flue;imng 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Final: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Rough: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "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 Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. ... s _ Map 0'°l Parcel ; ",2s Application Health Division .7 -7'i n r s 9. S G k.v f Date Issued rt] Conservation Division Application Fee Planning Dept. ? .: Permit Fee • �� Date Definitive Plan Approved by Planning Board r Historic - OKH Preservation/ Hyannis Project Street Address A 8 A'A Village Zn'1 L►�� �� Owner v % dress Telephone S Permit Request . 100 k-k-c>v./_1�- e Square feet: 1.st floor: existing WU.proposed QWi 2nd floor: existing proposed Total new Zoning District Flood Plain _ Groundwater Overlay Project Valuation On, Construction Type >' Lot Size ��_®O C3 Grandfathered:, ❑Yes ❑ No If yes, attach supp `rting documentation. Dwelling Type: Single Family, > Two Family ❑ Multi-Family(# units) _ '. , � w Age of Existing Structure - Historic House: ❑Yes ❑ No On Old King's ighway:=❑Yes ❑ No Basement Type: h Full ❑Crawl ❑Walkout ❑ Other co r= Basement Finished Area(sq.ft.) NAN Basement Unfinished Area(sq.ft) ' Number of Baths: Full: existing new Half: existing �� new Number of Bedrooms: '�Lexisting _new Total Room Count (not including baths): existing _new First Floor Room Count �cs Heat Type and Fuel: ,Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes 0,No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detaghsd g age: ❑ existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑existing ❑ new size_ Attache age: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes $,No If yes, site plan review# Proposed`1Jse Current Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name - e Telephone Number Sd 4k�k�-1-54 6 Address .�� AJLicense # O_,s 0 cN, Home Improvement Contractor# 'SD, \ 49 I, Worker's Compensation # ` 6on�6\�A 'Q- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO0' /452.��,4 SIGNATURE DATE d� FOR OFFICIAL USE ONLY APPLICATION# - - DATE ISSUED i t � M!►;P/PARCEL NO., ,. ! ADDRESS VILLAGE OWNER - DATE OF INSPECTION: FOUNDATION FRAME SAC-ATNredC �dYIGoS E�a�' INSULATION R9214/n4Arm= , 1 .FIREPLACE t ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ; GAS: ROUGH FINAL + , FINAL BUILDING NiAbE DATE CLOSED OUT ASSOCIATION PLAN NO. .'3 - I I 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 A licant Information Please Print Le gib Name(Business/Orkmization/Individual): os-o, t� Address: " V City/State/Zip: �;ra •�•�. Phone.#: �8�- � �'�46 Co Are you an employer? Check the appropriate box: Type of project(required): 1.Dq--i-am a employer with !2=,_ 4. I am a general contractor and I 6. ❑New construction . employees(full and/or part-tame).* have hired the sub-contractors 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. Demolition ees and have workers'loy - working for me in any capacity. emp $ 9. ❑Building addition . [No workers' camp..insurance Comp.insurance. regtvred_] 5. We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself~ [No workers' comp. right of exemption per MGL 12 ❑goof repairs insurance required.]t c. 152, §1(4), and we have no 13.0 Other employees. [No workers' comp.insurance required) *Any applicant that chmo x box#1 must also fill out the rOCtiDn below sbowing their workers'compaisafion policy information. t Homeowncn who subm hir t this affidavit indicating they are doing all work and then e outside contractors must submit anew affidavit indicating such. tContractors that cbeck this box must attached an additional sheet showing the name of the sub--uh actors and statz wbether ar not those entities have employees. If the sub-contcactors have employees,they must prmidb their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and jab site information. 1� Insurance Company Name: \ A o! Policy#or Self-ins.Lic.#: "T lock " 0 Expiration Date: t Job Site Address: CD O�(' \ City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy ntrmbe nd 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 tip 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 IA far' covera e verification. I do hereby cc fy u der t an ' s of perjury that the information provide above is true and carrect. Si afore: Date: _ Phone# '^O�' Co-4z) 6 Offtc' W use only. Do not write in this area, tb 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 CIerk 4.Electrical Inspector S.Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their eruployeesa, Pursuant to this statute,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, §25C(6) also,states that"every state or Iocal licensing agency shall,withhold the issuance or renewal of a license or permit to operate,a business or to construct buildings in the cornmonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states`Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),addresses)and phone numibcr(s) along with their certificates)of. insurance. Limited Liability Companies'(LLC) or Limited Liability Partnerships (LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required Be advised that this affidavit may be.submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their sclf-insurance license number on the appropriate line. City or Towm Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact.you regarding the applicant_ Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple.permit/license applications in any given year,need only submit onr.affidavit indicating current policy information(if necessary) and under"Job Site Address" the applicant shouldwrite"all,locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit roust be filled out each year.Where a home owner 6r citizen is obtaining a license or permit not related to any business or commercial venture (ic, a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call The Department's address, tcicphone•and fax number. The Commonwealth of Massachusetts y Deparfrnent of Industrial Accidents Office of Investigations r 6.00 Washington Street Boston, MA 02111 Tel. #617-727-4900 ext 4.06 4r 1-S77-MASSAFF Fax# 617-727-7744 Revised 11-22-06 . www.mass.gov/dia ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE-AND TWO-FAMILY DETACHED RESIDENTIALCONSTRUCTION (780 CMR 61.00) Applicant Name; `` e Site Address: Prim Town: Applicant Phone: — QL Applicant Signature: Date of Application: w 1 g- .NEW CONSTRUCTION: choose ONE of t e following two options) 78.0 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR a; NEW ONE AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM m`? Ceiling or Slab Eln 0 tion l: Basement P Fenestration exposed Wall Floor Perimeter U-factor floors. R-Value R-Value Wall R-Value AFUE HSPF Slsl R R-Value R-Value and Depth Nntional Applia,iee Energy 35 R-3 S R-19 R-19 R-10 R-10, Conservnlion Act(NAECA)of 4 A. 1987 as amended,minimums or renter-is applicable Note: This form is not required if you choose either of the two versions of Rl;Scheck.as,listed below. ❑ Option 2: �. . REScheck Version 4.1.2 or later variant software analysis must be completed (790 CMR.6107.3.2 REScheck—Web which can be accessed at http•//www.energyc.odes. roy/reschecly :'A DX?ITIO VS=0X2 A;I,TEI ATZONS TO':EXISTIIV ..BUZLDIl GS:':Oga ARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section abComplete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 xSF 100x (o = b �o % of glazing(b) Glazing area equals. SF b If lazing is'<:40%o use.the chart below. If.,glaziri is>:40 % proceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL, BUILDINGS M;.3 MUM MINIMUM Ceiling and Slab Perimeter Fation Exposed floors Wall Floor Basement Wall R-Value tor R-Value - value R-Value and De th R-Value 9 R-37. a R-13 , R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.nF�� dver exterior walls, and including an access openings). —An addition or alteration to an existing building/dwelling unit where the totalrof said addition exceeds 40% of the combined gross wall and ceiling area of thewner.to fill.out Canszfinerrnformatzon Form (found in Appendix 120.P) APVC Guide to f-l"ood Cotistructiou in ffigh IVirrd Areas: 110 tirph ff7ud Zone Massachusetts Checklist for Compliance (780 CMR _5301.2.1.0 Loadbearing Wall Connections i .(Tables 7)............... SF nth Lateral(no.of 16d common nails).........................:.... •-••-•-••••••••••••-._..__.._..._. ... .SSE Non-Loadbearing Wall Connections t ' Lateral(no.of 16d common nails)...............................(Table 8)........................................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ................................................. ......(Table 9)...................._............ ' ft in.5 11' i Sill Plate Spans ........................................................(Table 9).................................. ft 5 in.5 11' Full Height Studs (no.of studs)...................................(Table 9).........._.........._......_........-_--................ y Non-Load Bearing Wall Openings(record largest opening but check all openings for complance�o Table 9) HeaderSpans...... ......................................................(Table 9).................................. ft—in_s 12' Sill Plate Spans...(................ . (Table 9)............................... -ft 9 in.<_ 12" Full Height Studs no.of studs)...................................(Table.9)........................................................ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W 2 �. 6'8" Nominal Height of Tallest Opening ............... SheathingType................ ............................(note 4) .................................................... SF-F ATTA Edge Nail Spacing (Table 10 or note 4 if less) in. 9 P g....... ....:.......................... ..........._........... SWg i Field.Nai'.Spacing _..._...._.-.(Table 10) i? 5.................... . in. Shear Connection(no.of 16d common nails)(Table 10)..................................................:....:� Percent Full-Height Sheathing 9 ......................(Table 1Q)........_..............---......._..............�� l 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension,L Nominal He of Tallest Opening2.........................:...........................................L `5 6'8" Sheathing Type... ...............•• .....-..-..........(note 4)-,_......_.._.......................... �l "-.r.�p (, V i Edge Nail Spacing............:............................(Table 11 or note 4 if less):.......:.............. in. Sld(t o Field Nail Spacing.........................................(Table 11)................................................. in. Shear Connection (no.of 16d common nails)(Table 11)......................................................... V Percent Full-Height Sheathing ..__..... Table 11 ................................................. _ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... LI Wall Cladding Ratedfor Wind Speed?..............................................................:.........................................•--•••..._......_..._. i 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ........(Figure 19) -.jh.'ft<_smaller of 2'or U3 /I g ........................................... Truss or Rafter Connections at Loadbearing Walls i i Proprietary Connectors . (Table 12)............................ .. Uplift.......:.......:.................... . ......__.....U= plf J 3 Lateral............... ......(Table 12).............................................L= pif { Shear..............................................(Table 12).............................................S= ") plf i Ridge Strap Connections,if collar ties not used per page 21...(Table 13)...............................T=L(4,1—pif a1i Gable Rake Outlooker.........................................(Figure 20).............—ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Upt c�t .................................'(Table.;4)................................ ............U= lb. ay r Lateral(no.of 16d common nails)..(Table 14)................................ L_ Ib i A Roof Sheathing Type..... ..............................................(per 780 CMR Chapters 58 and 59) Roof Sheathing Thickness.......................................................................................!/�.in.>_7/16"WSP Roof Sheathing Fastening ....................(Table 2)................. u.... Notes: 01 � A�41lGN�C� �•1E�=`T• 1. This checklist shall be met in its entirety,excluding the specific'exception noted in 2,to comply with the requirementsFf 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: i { 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. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft_shall be permitted whers 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. 3 APPLICANT TO`COMPLETE & •SUBMIT ;WITH PERMIT APPLICATION AT11C Guide to Wood Constriictiolt iti Iligh fFiiid Are(tS: ]10 itiph Wiid Znnc MasSac11t1Setts ("heddist foi- (;c1m P. fiance (780 CNIR5301.2.1.1) Check Compliance 1.1 SCOPE WindSpeed(3-sec. gust).................................................:............ ............................................... 110 mph' WindExposure Category............................................................... ..........................................................8 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories 5 2 stories Roof Pitch .............................................. ..........(Fig 2 Mean Roof Height ............. g ... ... ....... ...................... ......(Fig 2)..... .........................................�ft 5 33' . . Building Width, W ............................................................(Fig 3) .......:....... It 5 80' Building Length, L ................................... .. ......(Fig 3)...........................................:... It 5 80, Building Aspect Ratio(L/W) ....................:.......................(Fig 4)..---r..........----------.................. t, Nominal Height of Tallest Opening .................................(Fig 4)..... ........................................ `���_5 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections.... ......... ...(Table 2).;........................... ...... :.. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.. .............. .... ..................... ,................:..............:_................................ . .. ConcreteMasonry ........ ........................................,............... .:.............:.............................................. 2.2 ANCHORAGE TO FOUNDATION"' 518"Anchor Bolts imbedded or 5/8" Proprietary Mechanicat.Anchors;as an alternative in concrete only � Bolt Spacing-general ..,..............I—............... ....('�able 4).1::.:............:...-................:..... 4Z in. Vr. Bolt Spacing from endrJoint of plate ..........................(Fig 5)..... ............................. in. 5 6"-12" �( Bolt Embedment-concrete...............................::......(Fig 5).......... .L_ .>- to 7" Bolt Embedment-masonry..................................... (Fig 5)..... .................................... in.z 15" 7a " - Plate Washer.......................................................*....(Fig 5).....:-.....................:.................>_3"x 3"x 3.1 FLOORS Floor framing member spans checked .:...........................(per 780 CMR Chapter 55).. ...... Maximum Floor Opening Dimension...................... . ........(Fig6 Full Height Walt Studs at Floor Openings less than 2'from Exterior.Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall.........V......(Fig 7)............................................. ft 5 d .Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall...............(Fig 8).....................I............................ v ft s d Floor Bracing at Endwalls..................................................(Fig 9)...................................... ..................... 411 Floor Sheathing Type .................:........:....................:......(per 780 GMR Chapter 55).. ..............�,..... Floor Sheathing Thickness ..............................................(per 780 CMR Chapter 55)...... . .- . .......N in. Floor Sheathing Fastening................S.Et-..A-IT!� Q.......(Table 2).._d nails at in.edge/_in field 4.1 WALLS i Wall Heightt Loadbearing.walls:.... ............................... ............(Fig 10 and Table 5).......................... `ft 510' Non<Lo:a3ibeaai1g v>r4s:...............:..............::....:........(Fig 10 and Table 5).......................... ft 5 20' Wall Stud Spacing ...(Fig 10 and Table 5 in.524"o.c. P 9 .................................................. ( 9 )..................� Wall Story,-Gaffs fs _...._.__.....................................I.........(Figs 7&'8).........................................._ft _<d J 4.2 EXTERIOR WALLS 3 !II Wood Stud Loadbearing walls........................... ........ ..........( ) ........................... �' II Table o 2x � ft m. Non-Loadbearing walls.................... (Table 5) 2x_ -Iq ft d in. +! Gable End Wall Bracing' i. Full Height Endwall Studs................ .....................:..(Fig 10) ................................................. ...... WISP Attic Floor Length.....:.......................................(Fig 11) ....................... ................ ft ZtW/3 Gypsum Ceiling Length (if WSP not used).................(Fig 11)...;........................ �,ft 2 0.9W . ............. and 2 x 4 ContinuousgLaterral ace @ 6 ft. .c... (Fig 11) ....,........ r�l i. or 1 x 3 ceilingfurrin strips 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length. ......... ........................................••(Fi 13 and Table 6 ............. ft f� p g 9 )..:................. . Splice Connection(no.of 16d common nails)............(Table 6).'........... .._. .' ..x. i ,: ; OF1HEr Town of Barnstable ' Regulatory Services vBARMNSTAS MASS..rE$ Thomas F. Geiler,Director. 1639. 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 l P p riY hereby authorize -A I GI to act on my behalf, in all matters relative to work authorized by this building permit application for: \�Ai�C),c -MA . (Address of Job) Signature of Owner ate Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. y .n Town of Barnstable �pF THE Tp�� Regulatory Services " Thomas F.Geiler,Director pq, NUSS. Building Division FIFA MAC a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 vtrww.town.b arnstabl e.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 i t supervisor. ! I DEFINITION OFHOMEOWNER 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 joq.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 Arith'said procedures and requirements. Signature of Homeowner Approval of Building Official j 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 exemp2 from the provisions of this section(Section 109.1.I-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." the responsibilities of a su ervisor(sec Appendix Q, e are assuming p ' n are unaware that they g p Many homeowners who use this exemption Y for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly Rules&Regulationsg 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 fomr/certifrcation for use in your community. i RightFax N3-3 9/7/2007 1 : 32 : 06 PM PAGE 003/003 Fax Server ACORD. CERTIFICATE OF INSURANCE DATE(MMXDDIYY) 09-07-07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE TD BANKNORTH INS AGENCY HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 14 LOTS HOLLOW RD ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW: COMPANIES AFFORDING COVERAGE ORLEANS,MA 02653 COMPANY 26T7F A TRAVELERS DIRECT ASSIGNMENT INSURED COMPANY B STANLEY DEAN COMPANY 359 CAPTAIN LIJAH ROAD C CENTERVILLE,•MA 02632 COMPANY D COVERAGE THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, - NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN.REDUCED BY PAID CLAIMS. - - CO POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER DATE(MMIDDIYY) DATE(MMIDDIYY) LIMITS GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $ . CLAIMS MADE OCCUR. PERSONAL&&ADV.INJURY $ OWNER'S&&CONTRACTORS EACH OCCURRENCE $ FIRE DAMAGE(Any one fire) $ MED.EXPENSE(Anyone $ AUTOMOBILE LIABILITY ANYAUTO COMBINED SINGLE LIMIT $ ALL OWNED AUTOS BODILY INJURY(Per Person) $ SCHEDULEAUTOS BODILY INJURY(Per Accident) $ HIRED AUTOS PROPERTY DAMAGE $ NON-OWNED AUTOS GARAGE LIABILITY ANY AUTOS AUTO ONLY-EA ACCIDENT $ r--- OTHER THAN AUTO ONLY: 'EACH ACCIDENT $ AGREGATE $ EXCESS LIABILITY UMBRELLA FORM EACH'OCCURRENCECn $ OTHER THAN UMBRELLA FORM AGGREGATE $ " WORKER'S COMPENSATION AND ( A EMPOLYER'S LIABILITY UB-7699BI42-07 08-31-07 08-31-08 "STATUTORY�LIMITS �. X THE PROPRIETOR/ EACH ACCIDENT<`r t $ 100,000 PARTNERSIEXECUTIVE INCL DISEASE-POLIC;(;LIMIT. _j$ _' 500,000 OFFICERS ARE: X EXCL DISEASE-EACH PLOYEE $ > 100,000 OTHER : p DESCRIPTION OF OPERATIONSILOCATIONSIVEHICLESIRESTRICTIONSISPECIAL ITEMS r_j THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. y. THE WORKERS'COMPENSATION POLICY DOES NOT-PROVIDE COVERAGE FOR STANLEY DEAN. C.f I CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE TOWN OF BARNSTABLE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO CIO SALLY MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE 367 MAIN ST COMPANY,ITS AGENTS OR REPRESENTATIVES, HYANNIS,MA 02601 AUTHORIZED REPRESENTATIVE Charles J Clark ACORD 25.5(3193) t , C ! ADD T/ONO ' j ry I '^ • LOT 59 12,667 f S.F.., log.43. s a1.08-.3S,w 1 : i TOWN OF OARNSTAR&E ZONING ZONE RB SrFSAcxs FRONT • 20' t SIDE • 10' i REAR . /O' x• THE DWELL I NO DEPICTED ON MIS PLAN, WAS LQCA rED ON THE GROUND PLOT PLAN BY SURVEY ON JUNE 11. 2008 AND IN EXISTS AS SHOWN AS OF THE DATE (? OF LOCATION. � BA) MSTABLE. MASS. SCALE: 1'-20- JUNE 12, 200$ MIS PLAN IS FOR PLOY PLAN :PURPOSES ONLY AND Not POR EAGLE SURVEYING , INC RECORDING. DEED DESCR I P T IONS 023 Mout• *A f OR ESTARL I SHI NO PROPERTY L INES, 7or"uthport. Wk. bgs7n (SM) 382-8132 THIS PLAN IS VOID IF NOT Me) STAMPED AND SIGNED 1 N RED. r 0 /0 20 40 PRoJECr No. 0$-04s # �y�"" ,,� ✓lie Ui aavrreaozusea� o�✓�aactivael7a + Board of Building Regulations and Standards i 4 C Construction Supervisor License License CS 35037 S t s. p Ezplra_t on 1/19/2010 Tr# 12342 E xv Restictlrl 00 l DEAN F STANCE „ Zt e, 359.CAPTAIN LIJAH��D �I ti CENTERVILLE, MA 02632 Y Commissioner. JIZe owmwimoeczl�i a�� 4a1 2e[6P 6 L. Board ol.Buililui,,Regnlatioec and Standards LiCCI1St.or registration valid far indiv dul use on:y HOIhE IMPROVEMENT CONTRACTOR b.efore lhe"espieatioii d.ite• if found rancheturn to: Board of Building Regulations ar, Standa�d.s F:eg;stration 132149 < �. One Ashburton Place,Rm 130 -Expiration 11/28/2008 Tr# 125453 Boston Mn:02.10Awithcutsignatur i s - Type individual t - DEAN'F.STANLEY, ,;, D`FXN, STANLEY ` 359 CAPT.LIJAH RD tw"GZ' Not vab CENTERVILLE;MA 02632 �. Adnrinictr:aarr ti -- -- rB��SEM Triple 1-3/4" x., 9A/2" VERSA-LAM® 2.0 3100 $P FloorBeam1FB01 BC CALCO 9.5 Desigfi Report- US 1.span I No cantilever's"0/12 slope Monday, July.14, 2008 08:21 Build 91 File Name: D`Stanley_Bence.BCC': Job Name: Bence DescriP tion: FB01 Address: 161 Harbor Hills Road Specifier: City, State,Zip: Centerville, MA Designer:` R,Joe Madera" Customer: Dean Stanley Company: ShepleytWood Products ; Code reports: ESR-1040. Misc: IF 16-00-00. ..; BO,3-1/2" B1,3-1/2" -LL 1920 Ibs LL 1920 Ibs ,a DL 1.072 Ibs %DL 1072 Ibs Total Horizontal Product Length.=.16-00-00 - LOad Summmary Live ;Dead. Snow . Wind ' Roof Live Tag'Description Load Type Ref. Start End 100% 90% :115% 133% `: 125%° }Trib. 1 Standard Load Unf.Area'(psf) Left. 00-00-00 .16-00-00 "20 10 12-00-00 - Load Disclosure Controls Summary Value %`Allowable. Duration `' Case 'Span Location Completeness and accuracy of input must Pos. Moment 11293 ft-lbs. 53:9% 100% 1 1,-'1 nternal be verified by anyone who would rely on- , End Shear 2587lbst 27.3% 100%, 1' 1 Left:': output as'evidence of suitability,for- Total'Load Defl.' U285 (0.655") `84.2% 1 1 particular,application':�Output here'based . Live Load Deft. L/444 (0.42") 81.1%: 1. 1 on-building code-accepted design Max Defl., 0.655" 65.5% - 1' 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 19.6 n/a 0 a 1 products must be,in-accordance with : .current lnstallation Guide and applicable. %Allow %Allow building codes:To obtain Installation Guide " BO Post pp Di /2 x 3)/2 29`Value Support Member Material or ask questions,please call Bearing Supports Dim.(L x (888)234-0056 before installation. " " 92 Ibs n/a 32,13W. Unspecified . B1 Post 3-1/2"z 3-112" 2992 Ibs n/a 32.6% Unspecified BC CALC®; BC FRAMERO,A ST^, ALLJOIST®,, BC RIM'BOARD?"", BCIO,, Cautions . BOISE GLULAMTM;SIMPLE FRAMING. SYSTEMO;.VERSA-IAMO,VERSA-RIM Member is not fully supported at post BO. A connector is required at this bearing:. PLUS®,VERSA-RIM®,,w Column at Bearing,BO analyzed forbearing only, column analysis has not Been performed. VERSA- Column VERSA-STUDO-are Member is not fully supported at post B1. A connector.is reguired,at this bearing. "."tr6dernarks,of Boise.Wood:Products,' Column at Bearing B1 analyzed4or.bearing only, column analysis has'not been performed L.L.C. Ems: Notes Design meets Code minimum(L/240)Total load deflection criteria. , Design meets Code minimum (U360) Live load deflection criteria: Design meets arbitrary (1") Maximum load deflection criteria. Fastener Manufacturer: TrussLok(tm) Connection Diagram ►{ b - —d — - -• • • _ e rk a minimum=2" c= 5-1/2" b minimum=4" d =24" ¢s e minimum= 1" All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. Member has no side loads. Connectors are: FMTSL005 Page 1 of 1 Double t 3/41'4 9 1/2 VERSA. LAW®10.3100 SP . Floor 13eam1F1302 BC CALCO 9,5 Design,Report- US 1 span 1,No cantilevers i 0%12 siope Monday,July 1.4, 2008 08:21 Build 91 File,Name: -D:Stanley_Bence.BCC Job Name: Bence Description:.F602 ; Address: 161 Harbor Hills Road Specifier :. City, State,Zip: Centerville, MA Designer . , Joe Madera ` Customer: Dean Stanley Company: Shepley Wood Products Code reports: ESR-1040 -Misc. .w. WRKIC A 09-06-00 y BO,371/2 61.3-1/2" LL 2280 Ibs LL`"`2280 Ibs x DL 614 lbs , DL 614 Ibs w Total Horizontal Product Length=,09-06700 ; •Load Summary # ,Live Dead, .Snow ;Wind, Roof Live Tag tion T Description Load e. Ref. .;`. Start End '10 P -Type. 0%: 90% 115% ' 133% 125W, = Trib. 1 Standard Load Unf.Area(psf) Left 00=00-0.0 09-06-00 40'• 10 12-00-00 Load ,:; DiscIOSUr@. COntrOIS Summary Value %Allowable Duration Case Span'Location Completeness and accuracy of inputmust"^. Pos. Moment 6227 ftdbs 44.6% 100% 1 1 - Internal be verified by anyone who would rely on ` End Shear. :2234 lbs 35:4% 100% 1- 1 - Left output as evidence of suitability for Total Loa&Defl.', U592 (0.183") 40.5%" 1 1 particular application."Output here.based Live Load Defl. L/752,(0.144") 47:9% 1 1 on building code-accepted design Max Deft. 0.183" -properties and analysis methods. Installation of BOISE engineered wood Span/Depth ,,,11:4. n/a O 1 : 'products must be in accordance with ' 'current Installation Guide and applicable' %.Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask please call I (888)234 before.installation. BO`. Post 3-1/2"x 3-1/2" 2894 Ibs n/a .' 31 5% Unspecified B1 Post 3=1/2".x 3-1/2" 2894 Ibs :' n/a 31 56/6 Unspecified BC CALCO,BC FRAMER®,AJSTMI ALLJOIST® ''BC RIM'BOARDT"', BCI®, Y—Cautions BOISE GLULAMT" -SIMPLE FRAMING SYSTEM®,VERSA:LAM®,VERSA-RIM . . Column at Bearing PO analyzed for bearing only,.column analysis has not been performed. "PLUS®,,VERSA-RIM@,• Column at Bearing B1 analyze.d for only, column analysis has not'been performed.` VERSA-STRANDS,VERSA-STUD®are trademarks•of Boise Wood Products, Notes : L.L'C: Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1"):Maximum load"deflection criteria.'" Fastener Manufacturer:TrussLok(tm) _ Connection Diagram--", d " • , r.• -1-0 e a minimum=2" c= 5-1/2 b minimum=4" d=24" e minimum= 1" All TrussLok screws may be installed from one side of multiple ply VERSA-LAM beams. Member has no side loads: Connectors are: FMTSL338 Pagel of 1 $��$E Double 1-3/4".'x 9=1Y !",VERSA-LAM® 2.0 3100 SP Flode Beam1F1303 BC CALCO 9,.5 Design Report-,US 1 span:�`No cantilevers 0/1Zslope Monday, JUly.14, 2008 08:21 Build 91 4.File'Name D Stanley_Bence.:BCC i Job Name: Bence Description, FB03 Address: 161 Harbor Hills Road; Specifier. } City, State,Zip: Centerville, MA k-" .;Designer. Joe Madera. Customer: Dean Stanley 'Compa`ny: °T Shepley,Wood Products.. . ri Code reports: ESR-1040 " Mlsc ' "� `..y.- ii r .16-00 00• } . BO,3-1/2" ~B1,3 1/2" LL 2034 Ibs ^` . LL 566 Ibs DL 659 Ibs„ .'DL 264 Ibs r: ` Total Horizontal Product ength=1:6-00-00 Load Summary Live' Dead Snow ' `:Wind k Roof Live Tag Description Load Type Ref.. Start" End '.100%. 90%, 115% r 133%-. :4'125°/d R Trib. 1• Standard Load Unf.Area(psf) Left,` 00-00-00` .16 00-00 -.'20A 10 01-00-00 ;:. 2 Conc. Pt `(lbs)'' Left ' '03-00-00 -03 00-00 ,2280 .'614 n/a Load Disclosure: ,, Controls Summary `Value- /o Allowable Duration' Case 'Span Location. : Completeness and accuracy of input must_' Pos. Moment 7280 ft-Ibs 52.2% 100% ~; 1 1 - Internal be"verified:by anyone who would rely on End Shear 2650 Ibs °` 4Z /o`< -. 100% 1: 1 L"eft` output as evidence of suitabilit :for y Total Load Defl. L/365'(0.51'-) 651% : 1 1 particular application 2Outp ut here based Live Load Defl: L%499,(0.374')A 72.1% ..'• 1 on building code-accepted design Q - o properties and analE is methods Max Defl. 0.51"" 51.0/o. ro 1 1 Installation of BOIS engineered wood Span/Depth 19,6 n/a 0`- 1 products`mus4'be in accordance with current Installation Guide and applicable %o Allow; %Allow building codes.To obtaiminstallation Guide Bearing Supports .Dim.(L x:W) value, Supportz Mehiber ° Matenal - or ask questions please call; (888)234 0056 before,installation ' BO . . Post 3-1/2'.'"x`3-1/2", 2693 Ibs: n/a 29.3% Unspecified, B1 ;Post 3-1/2",0-1/2" 831 Ibs ~:.n/a" 9:0% Unspecified BG CALC®,°BC-FRAMER®,AJST"", ' - RDr."',:5C BC"RIM 130A 10;' Cautions BOISE GLULAMTPA SIMPLE FRAMING SYS,TEMO,VERSA-LAMO,.VERSA RIM Column at Bearing BO analyzed for bearing only,column analysis`ha5 not Been performed -:.,. -,-PLUS O,VERSA-RIMO, Column at Bearing B1 analyzed for,bearing'pply;l column,analysls'has not teen performea' VERSA-STRAND,:VERSA=:STUDO are .. trademark`s of.:Boise';Wood Products Notes Design meets Code minimum(U240)Total load`deflection criteria :_, Design meets Code minimum (L/360) Live load de n flectiocritena ,. Design meets arbitrary(1") Max imum`load`deflection criteria.. Fastener Manufacturer: TrussLok(tm)- Con nection.Diagram a s • ." • a minimum=2". c= 5-1/2" b minimum=4" d=24„ e minimum= 1„ Con'nectiondesign assumes point load is'top loaded, For connection:design of side-loaded'point loads, please consult a technical representative or profession al.of Record.. All TrussLok screws may be installed.from:one side of multiple ply VERSA-LAM beams. ., ,Member has no side loads. Concentrated loads are not-considered in side load analysis... EagjadtaA Ire: FMTSL338 ` Town of Barnstable Regulatory Services 1% Thomas F.Geller,Director Building Division •ARMMBLE, MA Tom Perry,Building Commissioner . 03.9 200 Main Street; Hyannis,MA 02601 ` Office: 508-862-4038 F 08-790-6230 Approved: 77 Fee: —(32) Permit#: 75rQ25 HOME OCCUPATION REGISTRATION Date S b I Name:. Arthur L Bence Phone#: (508) 862-0478 Address:161 Harbor Hills Road village: Centerville NameofBusiness: The Memory Center _ Outreach �� 7 6693 Type of Business: Mental Health .Services Map/Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the ° premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: i • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter,' odors,electrical disturbance,heat,glare,humidity or other objectionable effects. . • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of - - - normal household quantities., • Any need for parking generated by such use shall be met.on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one - pick-up truck not to exceed one ton capacity,-and-one=trailer not.to exceed20 feet in length and not to - exceed 4 tires,parked on the same lot containing the Customary Home Occupation.. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No erson shall be employed in the Customary Home Occupation who is not a permanent resident of the d e g unit I,the undersi ed,Vve read an e with the above restrictions for my home occupation I am registerin . C/ Applicant Date l Homeoc.doc Rev.5130103 TO AL4EW BUSINESS OWNERS }� DATE: s® Oft .11. . Fillinpledse: 1 uaMa111111110 APPLICANT'S YOUR NAME: Arthur L. Bence U NE YOUR HOME ADDRESS: Box Harbor Hills Road ®�� We$t Hyannisport, MA TEL PHON Tel h one Number Home 862-0478 NAME OF NEW BUSINESS The Memory. Center TYPE OF BUSINESS Mental Healthervi ces IS THIS A HOME OCCUPATION? YES N. Have you been given approval from the building division? YES= NO 0 ADDRESS OF BUSINESS 161 Harbor Hi 11 s Road, Centerville MAP/PARCEL.NUMBER When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may.need. Once you have obtained the required signatures, listed below, you may apply for a business certificate at the Town Clerk's Office (Ist floor-Town Hall) or if you get the business certificate first you MUST go to the following office to make sure you have all the required permits and licenses.. GO TO 200 Main St.—(core of Yarmouth Rd. Main Street) and you will find the following offices: 1. BUILDING C 11AMI ION R'S OFF This individual s b inf Jr ed of a requ rements that pertain to this type of business. ri S' r'e COMMENTS: o 2. BOARIYOF HEALTH This individual has been inf med of the permit requirements that pertain to this type of business. Authorized Signature" COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature" COMMENTS: Business certificates (cost $30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in the town (which you must do by M.G.L. - it does not give you permission to operate -you must get that through completion of the processes from the various departments Involved. "SIGNIFIES APPROVAL FOR A BUSINESS CERTIFICATE ONLY. QACONSUMER\Lois\CA Forms\newbusfrm.doc X 62 y�F111Et��y TOWN OF BARNSTABLE �P O i 11 TABLE. i "6 q BUILDING IRSPEGT.OR l 6 APPLICATION FOR PERMIT TO ........./� .............. .....:.:�� "��1...........:.................. TYPE OF CONSTRUCTION .................... .:.. ..........&?X�e ..........�..:'......./....r....19 ZE TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit ac ording to the following information: Location .................: ......... ......� ...........,:........ :..<:yL %.. �.�....t d......... ProposedUse ............ .� .. .. .. ... .................................................. .............................................. ZoningDistrict .....................� ................. .................Fire District ....../''/....... ......:..................................................... Name of Owner .......... .....t.. ....��. �. ....... ......Address Name of Builder ... ... .... 2�7�...... f.�!l�c':.ho"lddress .................................. .................................. Nameof Architect ................. .........................................Address .................................................................................... Number of Rooms .....................TZ.. ............................Foundation ........ .. .. ... ...... ........................ Exierior .....W. C...: :.......Z. ..Roofing ........../..< ��............................. Floors ..... ... .Interior ... ..................... Heating .... . ... � ...... . ..Plumbing ........ .. . ...... .....� .. ... ... . . . Fireplace ............................... . ...................................Approximate Cost ............ .. � Definitive Plan Approved by Planning Board ---- _j_-__�______19 _ Diagram of Lot and Building with Dimensions 8 7S SUBJECT TO APPROVAL OF BOARD OF HEALTH 7-� 3 ,f trr PO AIM ARTICIL' Ei STAI'E SANi s CRY ODD A° D,, TOWN � J 6 a t conform to all the Rule and Re ulations of the Town of Barnstable regarding I hereby agree o co fo s n the above Y 9 9 9 9 construction. Name ... - Theo Construction � I5902 one atmu�r No ���..��.— Permit for ....................................'-~ \ � single family dwelling '—^^--^^--~'—^—'—'----'--^~---^^'- \ Harbor }1i]ls Road Location —.--,--,.—.--....-----.---.. i . --. ------- \ ^ / ` ^ Them � Owner --.--.--.����*�`�^�..`"..------'' � � o�o� Type of Conu�w��m —.----r--------.— � ----^^^--'~^^^—'`'^-`-^^^'--------' Plot ............................ Lot ----..#58---.. ' February 16 �� Permit Granted —..�.�����.�—.��---]9 ^~ Date of Inspection ....... 19 Date Completed Co PERMIT REFUSED ---.~._—.--.---.------,' 19 � .-.----.—...-----.—.—.--.----.--' � ^—_—.—...~...---...—.------.....-,.. ` ......—'.—_,_.---^,._...,......--_--.' . � o ~''^—^^^--~--~--^''~'---'—'--^^^^~-^~' > Approved ................................................ lA i � . ' --------.---.---.—.---..—.~--.. . - . ----.---.--..-----.-----.--.... | � | " �;�,:.:��,r�y-,w.ose�.w�.1,r?oY"`�ays'nR+r.a"Ts.eaX„s'^�%��{i.eti '"'ti�3•;7t.Uf;'�.,L. x.`!Y...r.+,4�aM1.� � •c�Yr��. r7,{�X�B_^�:ra„±,z"�,.�� +�y`�'"�'S. "� r�r+yf`.� '� `oF1ME, � Town of .Barnstable BARNSTABLE. - Regulatory,Services .MASS. Building Division pTFD MP'�A. 200 Main Street,.Hyannis MA 02601 Office:• 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Er-" Location /l;/1 s 9 c; Permit Number Owner Builder One notice to remain on job site, one notice on file in Building.Department. The following items need correcting: `-� I`-1V\e'f lwJI nnrc J U / tt r nP.� _ ��k i (J V s 11PPA � Le sea�e J I U _ �/� 1 rj y Q iy \ ( ?� (> nt�s S 0\1PrsS nt� (`"CeCi en/)t 4� l � n,�.,, rat)S wee ec r�o 5�C �9 o ti , c �r �taC�r' Ll03`J. Please call: 508-862-4033-8-for re-inspection. Inspected by Q !n La Date q �tlln DU 780 CMR:' STATE BOARD OF BUILDING REGULATIONS AND"STANDARDS APPENDIC ES Construction Checklist Single-&Two Family Dwellings If required by the building official,rihis form shall be submitted at the completion of the work,prior to the issuance'of a certificate of occupancy or completion,by the-licensed construction supervisor,registered professional or homeowner(responsible party),as applicable,the municipal and/or state building official in verification that,to the best of his/her knowledge,the work has been executed in accordance with the provisions of the applicable state building code(code)and reference standards. The date shall indicate the date on which the responsible party-viewed the building activity to ensure compliance with the code and/or reference " standards. This date may or may not correspond to the date on which the activity was inspected for compliance by the municipal and/or state building official. Note any deficiencies that were discovered(if any)and corrective action Activity Date taken to ensure compliance with the code and/or reference standards • Foundation a. Location/excavation' b. Preparation of bearing soil" 7 t o c. Placement of forms/reinforcing 016 d. Placement of Concrete e. Setting weather protection methods \%A q, f. Installation of water/dampproofng 7 g. Placement of bacltfil1 or Structural Frame' a. Floor 1 • r b. Walls C7g c. Roof/ceilings 1 Oq d. Masonry or other structural system Energy Conservation ( a. Insulation/vapor and air infiltration barriers , b. NFRC rated window c. HVAC equipment with proper t } �'" ?j x _ , efficiencies C:) x Fire Protection - a. Smoke , ; _ \0 ug b. Heat d c. Carbon Monoxide 01 d. Other rF Special Construction a Chimneys r b. Retaining Walls c. Other' 1. If encountered in excavating for foundation placement,the responsible party shall report the presence of groundwater to the building official and shall subrnit a report detailing methods of remediation. 2. Frame shall include the installation of all joists,trusses and other structural members and sheathing materials to verify.size,species and grad,spacing and attachment methods. The responsible party shall ensure that any cutting or - notching of structural members is performed in accordance with the requirements of this code. ' 1 The building official may require the responsible party to be present on site at other points during the construction, `• reconstruction,.alteration,removal or demolition work as he/she deems appropriate.. 3/23/07 '(Effective 4/l/07) `:" 780 CMR-Seventh Edition 1025 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE NOTES In signing this form.the licensed construction supervisor,registered professional or homeowner(responsible party),as applicable attests to the fact that,to the best of his/her knowledge,the work as described on the referenced permit number and associated plans and specifications has been executed in accordance with the provisions of the applicable state building code(code)and reference standards. i Name of Responsible Party Signature o R nsibl arty Construction Home Improvement Registered Registered \ Supervisor License Contractor Registration Professional Engineer Architect Number Expiration Date Number Expiration Date Number Expiration Date Number Expiration Dat This form is submitted for the following project permit i Number Property Address Wk 1026 780 CMR-Seventh Edition 3/23/07 (Effective 4/1/07) /Co ����� �.�1 C add, i f f ' APPLICANT TO COMPLETE & SUBMIT WITH PERMIT APPLICATION ! .E i ......`...r-G I�O -r7 CUOIL,i �No q,' f H/C Guide to lflood Con�tmction in[-Ii.,h 1+7nd APCtix I l f1 /11(lh 14(11(I Zrll1( STFIUCTURA a Mass'ICIMSMS 01CCIdist foi- C()Ill(1l.1laace (780CNI115301.2.1.1,)' Check PE ( Compliance Wind Speed(3-sec. gust)..................•--._...................----•-_.. -------- -......... •----------.. -------- ........ 110. mph Wind Exposure Category.......................................... ......... B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories s 2 stories RoofPitch ...............................................................:..........(Fig 2) ..........................................� 5 12.12 MeanRoof Height .............:.............................................(Fig 2)............................................ ... Building Width, W ................ ..............(Fig 3).......................I..--------........._..�ft 5 80, _ �L BuildingLength, L .......................................:...................(Fig 3).....---..........................----.--...... ft 5 80' Building Aspect Ratio(L/W) ......................................._....(Fig 4)--•-•------- ----- 1= _5 3:1 Nominal Height of Tallest Opening2 ...................:...... :.....(Fig 4).................................... . 1.3 FRAMING CONNECTIONS General compliance with framing connections..................(Table 2)............................................................. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.......................... .---...............................---..... ................................................ V ConcreteMasonry ...-•--• ............................................:........... ........................................................... 22 ANCHORAGE TO FOUNDATION'-' 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete onk, Bolt Spacing—general ................................:.........(-i able 4)._... .........._.......... . "m in. Bolt Spacing from end/joint of plate ........... ........:.....(Fig 5)..................................._s,- in: 5 6 — 12" V ... Bolt Embedment—concrete.............. ......................(Fig 5)...............................................1 in- z 7" V Bolt Embedment—masonry......................................(Fig 5)..........................................��in. a 15" .)A, PlateWasher.............................................................. (Fig 5)............................................... 3"x 3"X%" V 3.1 FLOORS Floor framing member spans checked ...:.........................(per 780 CMR Chapter 55).........................._....... ✓ Maximum Floor Opening Dimension....:............................(Fig6)............_.........._.............�, IA...ft 5 12' - Full Height Wall Studs at Floor Openings less than T from Exterior Wall(Fig 6)................................... �L Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall...............(Fig 7)........................................t4. �ft 5 d .Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall...............(Fig 8).........................................lflls d ft 5 d Floor Bracing at Endwalls....................................:..........:.(Fig 9).................................................. .............._ . Floor Sheathing Type ......:.......................:.......................(per 780 CMR Chapter 55)........._................._....-- Floor Sheathing Thickness ........................................... .(Per 780 CMR Chapter 55)_......._...._......3�4 in. Floor Sheathing Fastening.............. .. .(Table 2).._d nails at._(in.edge/ in field 4.1 WALLS o0L Oct 0C)A (o Z Wall Heightt Loadbearing.walls....................................::...............(Fig 10 and Table 5)........................::j'aft 510' ig 10 and Table 5) NOuWall d Spacing ifts.............................................(Fig 10 and Table 5)..................�in. 4"o c. Wall Story/G fflsds ----- •.............................................(Figs 7&8).......................................... ft 5 d 4.2 EXTERIOR WALLS3 Wood Studtt !.. Loadbearing walls................................. ...................(Table 5).............................2x ft in. i Non-Loadbearing walls........:.....:.....:.........................(Table 5).............................2x_.L- ft v in. Gable End Wall Bracing' Full Height Endwall Studs..........................................(Fig 10)......:.:............................................. WSP Attic Floor Length.............................................(F N.Ih�. g 11). .j flR .:PL`f.•Fr 6f>e,'�ft�aW/'3 Gypsum Ceiling Length(if WSP not used).................(Fi9 1 I).. ........__.. ... .tt,$$.... ft z 0.9W and 2 x 4 Continuous Lateral Brace @ 6 It_o.c... (Fig 11)...... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking(g 4 ft.spacing in end joist or truss bays Double Top Plate / Splice Length .•...--•..............................................(Fig 13 and Table 6).......--.......................... © ft V I Splice Connection(no. of 16d common nails)..............(Table 6).,......... �� !� .r , ,� / �7•���i_.Z �.Y�ii'�'+nIC�2. A U :•---� gyp. *1_1," A bl C Guide to Wood Coustructiou ill High lVind Areas. 110 rnph IVind Zoite Massachusetts Checklist for Compliance (7s0 CR1R 5301.2.1_I Loadbearing Wall Connections Lateral (no.of 16d common nails)...............................(Tables 7)..........................- Z V Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)---------------------- ....--.. (Table 8)........................................................ ?/ Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................ Ta�de 9 ( )......... ........................ :' ft Sill Plate Spans ...................... .. ................. ............ ...(Table 9)._:..._......_, . �• < Full Height Studs (no.of studs)___________________________________(Table 9)- Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans,----- •••-•--•- -------- ..._..-•-•-------------(Table 9)................................... ft 0 in.:5 12' Sill Plate Spans......................: ...................................(Table 9)...................................< ft 9 in.5 12" Full Height Studs no.of studs) (Table.9)................................ r Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Opening2 .................................................................... K Y 5 6'8" Sheathing Type.........................• .................. (Table 10 or note 4 if less)........................ in. •Field.Nai!Spacing.................... ....... . ..........(Table 10).............. �2 in. Shear Connection(no.of 16d common nails)(Table 10)......................:............................. . ... .. Percent Full-Height Sheathing.............. ........(Table 10)........................ ..j..�11N...��'Q�j;�% 5%Additional Sheathing for Wall w Maximum Building Dimension L ith Opening >6'8"(Design Concepts)..................... �� ; Nominal Height of Tallest Opening2...............::..................................................... `�,x<6'8" .` Sheathing Type.............................................(note 4)...................................... V -Edge Nail Spacing.............................:...........(7able 11 or note 4 if less Field Nail Spacing j "" ""�in. J P9......................:............__..._.(Table 11)..__..__........__......_.__......._..._... ..:._�Z in. Shear Connection(no_of 16d common nails)(Table 11)................................................_......3 Percent Full-Height Sheathing......................(Table 11)_._._...._......__...... 4A)30% 5%Additional Sheathing for Wall with Opening>6V(Design Concepts).. .................. _ Wall Cladding Ratedfor Wind Speed?....................................... ....................................................... 5.1 ROOFS Roof framing member spans checked?......................(For Rafters use AWC Span Tool,.see;BBRS Website) Roof Overhang ......................................... .........(Figure 19)................T ft 5 smaller; of 2'or U3 V Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)......................... U= Plf �1 Lateral.............................................(Table 12)._._....... - pit �L_ ................L= Shear...........................:....................••(Table 12)...__............__.....:_..__........_._..__S= pit �L_ Ridge Strap Connections,if collar ties not used per page 21...(Table 13 ___T=i(,,,R_ pit V Gable Rake Outlooker.........................................(Figure 20).._.4,,iA._ft 5,smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Up6itt................................................(Table :4)'............ v ...._...-__...___._.: . _.._:,...U= ib : Lateral(no.of 16d common.nails)..(Tabte 14)......_.:. L Ib. A Roof Sheathing Type...:...............................................(per T80 CMR Chapters 58 and 59) ............Thickness. __ to° �� /�•"� � . 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. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of.up to 8 ft.shall be permitted where 5%is added to the percent full-height s 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 92 �ZN nF.If'ss o`er MICHELE rG oCUDILO ; v No.34774 STRUCTURAL SlpN,L F�� 1 R ri 2008 GENERAL NOTES AND MATERIAL SPECIFICATIONS: FOUNDATIONS 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength,fc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code,latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min.5/8"diameter, 12"long,w/2-1/2"hook spaced 4'o/c,or in concrete piers w/ Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage). FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2.Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads:Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf. Decks and Balconies=60 psf Wind Load: Criteria used for 110 MPH Exposure B 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307,1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes. Alternatively,field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing: a.All new timber framing:Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b.Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c.Laminated Veneer Lumber:All L.V.L.shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi,Fv=285 psi;Fc_per=750 psi, Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi,Fc_pei=750 psi, Fc_pa►=2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load,L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5.Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood,spaced 48"o/c; Rafter to Ridge Plate: Collar ties min. lx6@ 48"o/c at top or Simpson Straps over top of plywood spaced 48"o/c b. Rafter ends to top plate: Simpson H2.5A r c. Band Joist: Simpson straps at 48"o/c 6.Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.Bolt holes in wood shall be 1/32"larger than bolt diameter.Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. 7.Blocking: a.Blocking shall be solid blocking,2k minimum,and full depth of member. b.Stud Walls:provide blocking at 8'-0"o/c,maximum height. Comers to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-10d toenails ea.end,or 2-16d end-nails ea.End d. New Framing:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in_joist and rafter plane at all edges;attach plywood edges to this blocking 8.Nailing Schedule: All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically. Multiple Studs 16d @ 12"staggered a.All nails shall be common wire nails. b. Sub-bore where;nails tend to split wood. 9. Headers less than 4'-0",use 2-2x6;all others per MA State Building Code Table 5502.5(1)and(2). _ 1 EL3 O � cb 'ZZ_ � SIDE � CE BENCED IMPORTANT CZ a- ANY 1�T ANV CONSTRUCTION THAT INCREASES LIVING SPACE NAD-DITI O AND :RENO-'�TATIO BEYOND 1200'SQ. FT. PER LEVEL MAY REQUIRE THE "' INSTALLATION OF ADDITIONAL SMOKE DETECTORS. ` NOTE: A "SEPARATE PERMIT IS REQUIRED FOR THE RO re INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL161 HA EILLSLH1PERMIT D N T SATISFY THIS REQUIREMENT. RBORT' cn � �� � � 6 CENTERVILLE MASSACHUSETTS CARBON MONOXIDE ALARMS MUST-BE INSTALLED PER MASSACHUSETTS BUILDING CODE A a c " < 0 FIE , ' a ® L1i1 REVISIONS / I I 'uILLLI 111u11 ' �L111 I t� I L I II L�L;;� /•" i I I 1 I L U1Ji IL1�J,:i�l_L"11J11L11 � LU 1L 'I Ti I I I - ,LI II 1 i I � LU1 I I I I I WEST ELEVATION ` �EMOKEDETECTORSREVI�VE ) DWG-INFO. _ Yly DATE 3-1R s �J SCALE NONE A TA E BUILDING DEPT. DATE DRANVN CADD CHKD' GENERAL NOTES: 1. THE CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY TO COMMENCE WORK 9. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS IN THE FIELD AND NOTIFY.ARCHITECT �— APPRVD OF ANY DISCEPANCIES PRIOR LAYOUT OF WALLS.AND INSTALLATION OF WINDOWS. 2. CONTRACTOR TO SUPPLY OWNER WITH A CERTIFICATE OF INSURANCE FOR WORKMAN'S 10.. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF 780 CMR "MASSACHUSETTS FIRE DEPARTMENT COMPENSATION AND LIABILITY INSURANCE IN WHICH THE CONTRACTOR ASSUMES BOTH SIGNATURES ARE REQUIRED FOR PERMITTING ALL RISKS OF DAMAGES OR INJURIES. - - STATE BUILDING CODE"!SPECIAL'ATTENTION IS DIRECTED TO CHAPTER 13 "ENERGY 3: THE CONTRACTOR SHALL DISCARD ALL TRASH OFF SITE AND CLEAN PREMISES AT CONSERVATION" (IE.. AIR INFILTRATION/MOISTURE CONTROL) s THE END OF EACH WORK DAY. 11. PROVIDE ALTERNATIVE COSTS FOR THE FOLLOWING ITEMS: . 4. PROVIDE NO. 1 SELECT STRUCTURAL LUMBER WITH A MODULAS OF ELASTICITY OF a. COST TO STRIP AND PROVIDE NEW ASPHALT SHINGLED ROOF THROUGHOUT 1 R IN. E NO.000 PSI b. COST FOR MILLWORK SHOWN IN THE LIVING ROOM ADJACENT.TO THE FIREPLACE 5. ALL TRIM SHALL BE BACK PRIMED PRIOR TO INSTALLATION. c. COST TO UPGRADE'DECKING MATERIAL TO SYNTHETIC MATERIAL IE TREX DECK . EQUAL 6. ELECTRICAL CONTRACTOR TO PROVIDE ALL POWER AND LIGHTING AS DETERMINED d. COST TO REPLACE ALL INTERIOR DOORS WITH NEW (2) PANEL FIR DOOR LEAFS: BY THE OWNER WITH THE CONTRACTOR. PROVIDE MINIMUM WORK AS SHOWN ON THE PLANS 7. PLUMBING CONTRACTOR TO INSTALL OWNER SELECTED PLUMBING FIXTURES AND FITTINGS. COORDINATE PIPE RUNS WITH GENERAL CONTRACTOR AND OWNER PRIOR - SHEET TITLE: TO COMMENCEMENT OF WORK. 8. MECHANICAL CONTRACTOR TO DESIGN AND INSTALL NEW HEATING AND AIR CONDITIONING _ TITLE SHEET SYSTEM FOR NEW SPACE. COORDINATE DUCT RUNS AND PIPING WITH GENERAL CONTRACTOR AND OWNER PRIOR TO COMMENCEMENT OF WORK. SHEET&JOB#: T--1 I . O v a I S x ti m z ' ®. Z ® O O m x El El � - 2 O Z 7Q _ � a N C� O I I I I a n o y v b PROPOSED ADDITION Q r m n BENCE RESIDENCE onS Lry < , Group Incorporated Qo a a a z ° a O 161 HARBOR BILLS ROAD 2277 State Road Suite H o n 2 Plymouth,MA 02360 O > C1 tr CENTERVILLE,MASSACHUSETTS z Tel:508-888T7 6555 THIS DRAWING IS PROPERTY OF CONSERV GROUP INCORPORATED II II .I I � D i rn m � z II Bm� ' n i > 6•-2" Z E� 1I 1 a 1 m CIO 1. 1 6 0 O z A F1 N O 1� i I LIIJ o o r—I b I I L1J I _ a { oy Az m O A ao o z 0 y I o czim I J A A 1i vwi -: :_; z_ n� �. ,:,. I r' Z PR 3880 o f A 0 1 1 1 I o zr m m m F> a 3080 o E 1 { 080 4 _ � „ > o. I. d_ •• y _ a A16 vE nrr I g m �) 3680 m w o '11• cl 00 \ I I \ \� _ a Om r�fl O f� 22ZDDD z \\`�\�`X'\ .\\ \\ Q /a Z 1r": .TOI Z m�pAAA'O '222— op IO XI rn c do z m$A \ \ \'�, II ri i— m o z �A oo>mmm rn my > zcziym AA x c xm m o ooiczzz. !' P - Z -z' cs z zz� rz m yy It O ❑ 3280 mN 3 rnm--.I.ItiN A I' p> H > OOONO�P p a r Az x x\x'> x x = © x b 0 zo 3080 4880 o o m ro x in u�z �, 6080 i z 1 N Z N NN I NNN O 00 000 O mm mmm zz zzz N N N N N n X'n 7 n c �, S � m m d � PROPOSED'ADDITION IM BENCE RESIDE ���l �. o RESIDENCE �� o n n - w P Group Incorporated H r . C * C w 2 o 2277 State Road Suite H � 161 HARBOR HILLS-ROAD ~ r �O CENTERVILLE,MASSACHUSETTS Plymouth, MA 02360 Tel:508-888-6555 " THIS DRAWING IS PROPERTY OF CONSERV GROUP N'CORPORATED � n. ' U � 1 3 I � A A A C>-E) m r D -i p.cJ m O r z m N A z D ' TV III p O U N / b IT'I r m < D O zN • z �u \ \ "o / u I. m ,- D n � O z O, O rn \Z\ o O Imo-, .• '\ o� N zi _ I 0 I• N p'FJ rn S_6 71 m D d 0 �•�\\�.\� Z r J z CX �V1 N y <z o I I 2 O FT U AO \ E2 9 m N m al o� oa o < D o _ � - p E I E oN 0 u DO ;CA yOy >Z A Z m D < / pa Q O o r 2 b m PROPOSED ADDITION Z z BENCE RESIDENCEConSery -�3 b y ; S W P � Group Incorporated y v Li z *- 0 � ° � O 161 HARBOR HILLS ROAD 2277 State.Road Suite H O y z Plymouth, MA 02360 O z r CENTERVILLE,MASSACHUSETTS Y p rn t7 xt " THIS DRAWING IS PROPERTY OF CONSERV GROUP INCORPORATED Te1:508.888-6555 ., 70 PROVIDE NEW ASPHALT SHINGLES TO MATCH EXISTING IF POSSIBLE: PROVIDE NEW ENTRANCE PORTICO T9 Lo c\j to ALTERNATE COST TO REPLACE EXIST'C WITH DECORATIVE GABLE O co C7 to ROOF SHINGLES AND 8" FIBERGLASS COLUMNS [1 Q CO 2 cm O 6 CO O L OO CL 7 � O) -- _—_ —. — 71 F- (n LtLJ1 U lJLu F Ll Lu ® 1 U L Il I.j _U 11 WOOD SLAT CEILING 111LLI , I �i $TAINED FINISH lLLl1LW II��LI�l� _ ULWJI�LI 1 LllJ11I U-1 11_I I_I11W1 LW1u`I W.0 d L L1L1 L1L to H d L L Z W o ` I LI L J'l J 11LI 1 i LJ1LIllL Q Q o I L JI l LI. L� I I LLB W LL L I 0-4 U 0 s 1 11 ll�l Il. L Jl_ I W I cq RWOOD SLAT CEIUNG' F�1 .n � WEST ELEVATION STAINED FINISH GRADE p� o W PROVIDE NEW ASPHALT SHINGLES TO - MATCH NEW IF POSSIBLE; PROVIDE oo ALTERNATE COST TO REPLACE' ' O U a EXISTG ROOF SHINGLES O z _ z _ -- — _ WAEI_.SG.QNCE 3 - ' Ill_LL Llll tLW �I I i REVISIONS LILII_U-11. I_ I ll l Lil I I I Jll I JL_I111 II11ILJU_Lll IJj' it I i lj 1J1 itL 1 it_t1iuiu J1J Ill'_I1�111.1_IWJLIl L t !11J11 i , JLI_L.lLli-1-L1 1111 i II.11L1L LU LLIIL U j 1JI 1 1 LaLLI I I 111E I, ,t 1 �1 11_.L 11111 t I �ItNI L LL Jl.l� llu L I I I 1 1 I I I I I I 1 L Lu I I I I I I I t J L it Jlilt I I I 1J1_ I I _1 I I i 1J11t I l i l HILL!' I II I J. I i. LI_1JJJ UiJIULLI 11 11ll .L LI / CST - - PRICE FOR PRESSURE TREATED DECKING DWG'.INFO- EAST ELEVATION PROVIDE ALTERNATIVE PRICE FOR SYNTHETIC WOOD DECKING TREX OR EQUAL DATE 3-70-OB j O NEW ROOF PITCH TO SCALE 3/8"=1'-D" D MATCH-EXISTING DRAWN CADD NEW RAKE TRIM TO . MATCH EXISTING Cfl1`'D NEW SHINGLES TO MATCH APPRVD EXISTING 2. I I t 8'SQUARE COLUMN ® �- TURNCR AFT POLY-CLASSIC L I NON TAPERED FIBERGLASS VINYL RAILING SYSTEM I SHEET TITLE: o� DECK V n/ J PLASTIC BOARDS VERTICAL EXTERIOR "oQ i I ELEVATIONS 11 lilt SHEET&JOB#: lip A-3 NORTH ELEVATION 1 z 1 mmm I � 2 I �z I 7,_3" A O N D ONA 5n . - I ('� N N .. `% 0 2 m 1 t� n N I m A D i - - - - - F • II m 2 O m D N 2 N v>O 2 746o om pit ` ,- P. 00 CP x ` O<D - - p 8 D n o 1-. - - C, -n °o x?; - O j r - YZ g N m° A � N D O O O E. z = r� �ZN CO MO,t' a 9 <� 0i. C) C: Mr. l 01 yAOra may\ r � m ``►►���\ s1L3 C ' ° d PROPOSED ADDITION h M �' BENCE RESIDENCE O n e r W p �. Group Incorporated p �- Oz 2 y o � O 161 HARBOR HILLS ROAD 2277 State Road Suite H .` a `" r CENTERVILLE,MASSACHUSETTS Plymouth, MA 02360 Tel:508-888-6555 THIS DRAWING 13 PROPERTY OF CONSM GROUP INCORPORATED - --_ — i- b o c 1� ^k v: i L- A � N s r� x O I I R fl a � _ 1 h m k u G —_ zj zI a N CpM/40�y'iY C Olt; i ,QG I i C) C) (J i � Q 7: CC) ...F O �o EO _ 0 � a7 E N j! o YN filo` MASHER DEDROOM '' KITC _ b LIVING ROOM' /MDR .. G F � cn 7 S o ' z a � o / 0-4BEDROOM/S OY - - x V O El DINING O w F ucnr NOTE: ALL ELECTRICAL OUTLETS LOCATIONS O W T V O 3 O TA ATION WITH OWNER PRIOR TO E Z o INSTALLATION COLOR TO BE SELECTED w y _ - ALL LIGHTING FIXTURES TO BE APPROVED C) F BY OWNER OF SELECTED BY OWNER AND INSTALLED BY CONTRACTOR. THIS DRAWING IS FOR PRICING ONLY AND FIRST FLOOR ELECTRICAL PLAN - SHALL BE AS AGREED BETWEEN OWNER AND CONTRACTOR. - REVISIONS f-�): 110 VOLT OUTLET - - - - Q RECESSED DOMLIC11T WAL a L SCONCE 0 CE W PENDANT LIGHT FIXTURE SWITCH.LOCATION IN SPECIALTY OUTLET t DWG.INFO. _ - - - DATE 3-10-08 SCALE 1/4"=I'-O" DRAWN CADD C}IKID APPRVD SHEET TITLE: ELECTRICAL PLAN SHEET&JOB#: E-1 DESIGN BUILD SCHEMATIC LAYOUT - I v LvL, F c