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Home My WebLink About0635 SKUNKNET ROAD C�3� Skun k ne-�- �Gl, ° ,i e o ;. � � R �. L .. 4 n � - ., o �. o j'. - � '- _, � e - R . _ � -. i Generated by REScheck-Web Software Compliance Certificate Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Addition Glazing Area Percentage: 25% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 435 S kkr- k N ET- XD Cr^rr_r9V=LLF_ • • • .•..:• ;� �' �,,�;., �„ ��'°'�. p;' i' '' �� .a ' �:° fir„ "` ,t„a ar}f, �rr,i� ? �as<,'rH�„� Compliance:1.2%Better Than Code Maximum UA:86 Your UA:85 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Wall:Wood Frame, 16in.D.C. 419 13.0 0.0 26 Window:Vinyl Frame,2 Pane w/Low-E 40 0.290 12 Door:Glass 63 0.300 19 Ceiling:Flat or Scissor Truss 456 60.0 0.0 11 Floor:All-Wood Joist/Truss Over Uncond.Space 456 30.0 0.0 15 Floor:All-Wood Joist/Truss Over Outside Air 96 45.0 0.0 2 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Report date: 04/09/13 Data filename: Page 1 of 4 Generated by REScheck-Web Software Inspection Checklist Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Project Type: Addition Glazing Area Percentage: 25% Heating Degree Days: 6137 Climate Zone: 5 Ceilings: (3 Ceiling:Flat or Scissor Truss,R-60.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall:Wood Frame, 16in.o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window:Vinyl Frame,2 Pane w/Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door:Glass,U-factor:0.300 Comments: Floors: ❑ Floor:All-Wood Joist/Truss Over Uncond.Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. ❑ Floor:All-Wood Joist/Truss Over Outside Air,R-45.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. (j Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. Project Title: Report date: 04/09/13 Data filename: Page 2 of 4 . I LLN (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. Cj All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Ej Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Project Title: Report date: 04/09/13 Data filename: Page 3 of 4 Swimming Pools: Heated swimming pools have an on/off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy,is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage-15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Report date: 04/09/13 Data filename: Page 4 of 4 1, . 3" 4 2009 IECC Energy Efficiency Certificate KHOO Of Ceiling I Roof 60.00 Wall 13.00 Floor I Foundation 30.00 Ductwork(unconditioned spaces): Window 0.29 Door 0.30 NA Heating System: Cooling System: Water Heater: Name: Date: Comments: 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map (� O l 6 Parcel Application # Health Division Date Issued Conservation Division Application Fee O Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board G�r Historic - OKH _ Preservation / Hyannis ' Project Street Address Sk U N P Village - Owner �--. /Z L,-- Address Telephone S-08, 1:� 7 2U� f Permit Request /) , / ' eY 04 o d Llse LJ G� G Square feet: 1 st floor: existing ;Z28 proposedJ60 2nd floor: existing O proposed Q_Total new 73 Zoning District q C Flood Plain Groundwater Overlay G �d Project Valuation z.;,7o,,0Qc� Construction Type—WOOD e Lot Size od° Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Amily )� Two Family ❑ Multi-Family (# units) Age of Existing Structure v 1 Historic House: ❑Yes ;S(No On Old King's Highway: ❑Yes ;kNo Basement Type: )q Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) d Basement Unfinished Area (sq.ft) l-ZY Number of Baths: Full: existing c�-2 new U Half: existing (; new cT Number of Bedrooms: existing Q new ,;"- a a► N Total Room Count (not including baths): existing new First Floor Count:- ' Heat Type and Fuel: ` Gas ❑ Oil ❑ Electric ❑Other Central Air: ❑Yes 12fNo Fireplaces: Existing o New Existing wood oal stove; Yes ❑ No Detached garage: ❑existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑ existing �2 ne\/?_�size_ Attached garage:)"existing ❑ new size _Shed:Aexisting ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use eS s [' 66✓CP Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name a ae Telephone Number DSO Address License # � C::C Home Improvement Contractor# L d/t Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ell SIGNATURE DATE Y a FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED A s MAP/PARCEL NO. s ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION , FRAME �1�113 f I S'013 �< INSULATION 'C FIREPLACE - ELECTRICAL: ROUGH FINAL 5 PLUMBING: ROUGH FINAL GAS: ROUGH FINAL t FINAL BUILDING Ith DATE CLOSED OUT l � _ Ir , ASSOCIATION PLAN NO. ,.►. L� 1: TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 0 "'Marcel) �-J Tl Application # Health Division Date Issued Conservation Division Application Fee Planning Dept. - 'Permit Fee Vr Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street Address 3 Village Owner � ,�,� Address. 5' .� Telephone DSO$ �rTIb j Permit Request _7 Square feet: 1 st floor: existing 79& posed 0 2nd floor: existing propose ✓ r Total new /30 Zoning District Flood Plain WC) Groundwater Overlay Project Valuation �® coo Construction Type f Lot Size 2 2 e 2 S Grandfathered: ❑Yes No If yes, attach supporting documentation. Dwelling Type: Single Family ? Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes XNo On Old King's Highway: ❑Yes�.No Basement Type: Ix Full ❑ Crawl ❑Walkout ❑ Other rC . Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) / J Number of Baths: Full: existing. _ new _ Half: existing G� new O Number of Bedrooms: existing dnew Total Room Count(not including baths): existing -3 new First Floor Room Count Heat Type and Fuel: )(Gas ❑Oil ❑ Electric ❑Other 4 Central Air: ❑Yes V No Fireplaces: Existing I&LNewer Existing wood/coal stove: ❑Yes ❑ No 'Detached garage: ❑existing ❑ new size Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new-size— Attached garage.yexisting ❑ new size _Shed:Xexisting ❑ new size _ Other: b. lJ0 (✓ fir Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ = Commercial ❑Yes )dNo If yes, site plan review# Current Use Q Proposed Use p APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name V�r,�c Telephone Number 7= -�&01 Address License # %P2 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO -��-w SIGNATURE DATE FOR OFFICIAL USE ONLY 5 r r APPLICATION# :1.=DATE_ISSUED ? ;,MAP_/PARCEL NO. �: •_ ADDRESS VILLAGE OWNER DATE OF INSPECTION: l.-,TOUNDATION N)— 3a4os OK�+�1 Ilgl k '�1' .Fj ZU I�V 1 4�f'I� FRAME s FIREPLACE ' ELECTRICAL: ROUGH FINAL PLUMBING:. ROUGH FINAL GrAS,H a. =-ROUGH : FINAL .!�i±FINAUBU1LDING�' >,1;;I,►3 r' J t S `laa DATE CLOSED OUT..._ -- ASSOCIATION PLAN NO. • i - A,,t The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations i r1 i.l� 4 .1" - y 600 Washington Street ;V:-j Boston, MA 02111, �,,r` -4 www.mass.gov/dia Workers' Compensation Insurance.AM davit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: 6jr SA--L.c& / �/�/e.._T /� F City/State/Zip: J e)l2 1y!/f Phone #: Are you an employer?Check the appropriate box: r Type of project(required): 1.❑ I am a employer with 4. ❑ I am a'general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.El am a sole proprietor or partner- listed on the attached sheet,$ ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9:' Building addition [No workers' comp. insurance - 5. ❑ We area corporation and its required.] officers have exercised their 1 O. Electrical repairs or additions 3. I am a homeowner doing all work - right of exemption per MGL I CE9.Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.0 Roof repairs insurance required.] t employees. [No workers'� 13.0 Oth 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 their workers'comp.policy information. I am 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, #: 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 hereby certify under the p6ins and penalties of perjury that the information provided above is true and correct. Signature: Date: Phone#: IS-0 916 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):. s 1. Board of Health 2. Building Department`-3.City/Town Clerk, 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: - i Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. 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,as corporation or,other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including theflegal 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 resi.des'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 bean employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the`issuance or renewal of a license or permit to operate a business or to construct buildings in the`commonwealth 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), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the ' members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit 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 self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the 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 one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business.or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would 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;telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents., Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 or 1-877,MASSAFE Revised 5-26-05 Fax 4 617-727-7749 www.mass.gov/dia I �t,H r Town. of Barnstable Regulatory Services • swxxsrnsr,E, Thomas F.Geiler,Director -- ' a � Building Division rED MA't Tom Perry,Building Commissioner 206 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: N ��,f/Z'!74/ number street. village "HOMEOWNER": 7 V Pr � ,zip c_ na a home phone# work phone# CURRENT MAILING ADDRESS: 62 �(4 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 ahomeowner. 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. ature Hom caner 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 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 forn-deertification for use in your community. Q:forms:homeexempt TFIE To wn of Barns table 1 be Regulatory Services w BMivsresLE,-` y MAss. g, Tbomas F.Geiler,Director. �A i63y. �0 rFcA 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:FORMS:OWNERPERMISSIONPOOLS 6/2012 A FYC Guide to Wood Construction iu High Wind Areas;110 trcpli TVind Zpae Massachusetts Checklist for Compliance (7so ChIR 5301�..I.t)' .:�. ..r Check _ Coiipbancc 1,1 SCOPE • Wind Speed(3-sec gust)............. ..................................................... ................................:............... 110 mph Wind Exposure Cate go - Wnd Exposure Cate gory.................Engineering Required For Entire Project..................... .........0 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) ��_�s 12:12 Mean Roof Height _. ........_._ ,. .B"uilding Width;:W � - ( 9 ): ................................ ........ ft 33. ---•-- _-----_-....--•--•.............. .......-----------.(Fig 3)..........._.......:......:.._..... -..:._:.�ft <gQ, �- Buifdmg Length,'L .......................................•--•--.:-..7..........(Fig 3)............:::................ < Building Aspect Ratio(UW) .....................•....---...........(Fig 4).. •............_..._ .. .`/. .9Sc 3:1 Nominal Height ofTaliest Opening2 ............... (Fig 4)................................................-•.: ;.�s 6.6. —� .... .......••--•- GU 1.3 FRAMING CONNECTIONS General compliance'with framing connections able 2 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Cona a .............. . Concni#e Masonry.............................. ... ..... .... ,Q 22 ANCHORAGE TO FQUNDATIONt'3 - 5/8'Anchor Bolts imbedded or•5/8 Proprietary Mechanical Anchors as an alternative to concrete only -Bolt a S' an general ............. Spacing 9.-'9 (Table 4) '� ��✓ 'Bolt Spacng from.end(oint of plate Fi 5 :............( 9 )..:..............................._. 6' Bolt Eifibedment-eoncrete..................:..:-:-................(Fig 5)...... /Z in.>7' Bolt Embedment-masonry...........................:.........•--•.(Fig 5).....:......1.................... in.>_ 15" �} Plate Washer..:.................................. :....,.---...............(Fig 5).......... .................... ................>3'x 3'x'/` 3.1 FLOORS Fioor•framing member spans checked (per 7BD CMR Chapter 55) Maximum Floor Opening Dimension... D ft 512' ✓ .. ..i.. ................(Fig 6):.... ...::............... _._:.._. ......._ • Full hieight Wall Studs at Floor Openings less'than.2'from,Exterior Wall(Fig 6)................._........ MtMmum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall _ Fi 7 c Maximum Cantilevered-Floor Joists Supporting Loadbeanng Walls or5hean+vall .......(Fig 8)...... ft <d f. FloorBracing at Endwalls........................ .(Fig 9)...... _........:..... Floor Shiathing Type ............................... (per 780 CMR- ....... Chapter 55) Floor Sheathing Thickness ............................... ....._.(per 780 CMR Chapter 55) .'7b'`in. ✓...... Floor Sheathing Fastening...................................................................(Table 2)..�d nails at -3--in edge/��in 4.1 WALLS.- Wall ' _Height `7 .9 Loadb`earing walls.. __._..(Fig 10 and Table 5) ft 510' Non-Laadbeanng mills ...............(Fig 10 and Table 5) „ft s 20' Vol r ............................. Wall Stud Spacing ' '..,...... F 10 and Table 5) in..s 24'❑:c. ..... •.. . (Fig .....__. Wall Story Offsets ...................................... .. ..:................. ..... ............:..(Fgs 7 8) :.:..::.....:. ............ ft c d • ....._ JCS 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls....................................... ....(Table 5).....' ...2x'7 ft in, Non-Loadbearing walls (Table 5)..............................2x fj Gable End Wall Bracing in. Full Height Endwall Studs......................:.. ......o.... F 1 D .....1...... ..... ... (Fig ) - WSP•Attic Floor Length ........._..:..::. ...(Fg 11) it zW/3 ` i/ .. 'Gypsum Ceiling Length (if WSP not used (Fig11 > 1 and 2 x 4 Continuous Lateral Brace @ fi ft o.c. ..(Fig 11) ....... ::................. or 1 x 3 ceiling furring strips @ 1.6'spacing min.with,2 x 4 blocking @ 4 ft. spacing in end joist or truss bays . Double Top Plate Splice Length ....................................................-.(Fig13andTable6)......... �ft Aff,'C,Guide to Wood Construction in Nigh IrMd areas: 110 wph Hind Zorcf_, Massachusetts Checklist for CohigEance (790 CiN4R 530 1.2.1.1)' Loadbearing Wall Connections Lateral (no.of 16d common nails) ....(Tables 7)..................................................... 156 ,/ Non-Loadbearing Wall Connections Lateral (no.of 16d common nails)...................... ...(Table 8)....................................................... L, Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) Header Spans ..(Table 9)................................... it O .in.511' ✓ SillPlate Spans .....................................:..................(Table 9)...................................3 ft O in. <11 ✓ Full Height Studs (no.ofstuds)..................:.................(Table 9)____-___............ ...:_................_.. ✓ Non-Load Bearing.Wall Openings.(record largest opening but check all openings for compliance to Table 9 Header Spans .......................................................(Table 9).................................. !o ft V in.5 12' Sill Plate Spans.'.-*-.... ---•-•• •----••. ..............:•-(Table 9).... ._.. .......3 ft O in.—< 12' Full Height Studs(no. of studs)......................................(Table 9 Exterior Wall Sheathing to Resist Uplift and Shear SimultaneousV Minimum Buildm '1imension, W Nominal Height of Tallest Opening .............. .. ..................................................... ��$ 6"8" ✓ Sheathing-Type..............................................(note 4)..................................................,...' a ' edlNlo5,� ✓ Edge Nail Spacing.........................................(Table 10 or note 4 if less)•-•••-••--••-••-••�••--•- " in. ' Field Nailsp acin _ _ _g......................... . ..... .. able 10 Shear Connection(no. of 16d common nails)(Table 10).. ......................................................aa5 elf 7 Percent FulP-Height Sheathing........:..........:...(Table 10)......_--:....______-• .-_------------------ 5%Additional Sheathing for Wall with Opening> 6'8'(Design Concepts).................... .Maximum Building Dimension, L Nominal Height of Tallest O enin 2 ' Sheathing Type.... _..:. ................(note 4)............. ......_...---........._..._._..._.__... ' �Lllu�os�C -�— Edge Nail Spacing.........................................(Tabie 11 or note 4 if less)........................3" in. ✓ Feld Nail Spacing................:..................;...-'(Table 11) ....... ln" in. ✓ Shear,Connection (no. of 16d common nails)(Table 11)...:..................................... �- Percent Ful!-Height Sheathing .... able 11 ...._..: �{7?o 5%Additional Sheathing for Wall with'Opening> 6'8"(Design Concepts).............. Wall Cladding " Rated for Wind Speed?...............: 8.1 ROOFS Roof,framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Webske) Roof Overhang (Figure 19 ft s smaller of 2'or L13 Truss or Rafter Connection at Loadbearing Walls Proprietary Connectors Uplift.. ••._.--••- ..(Table 12) ....................U= 36f � Lateral ..................... (Table'l2) __ ...._.- ............... i•7 L= pif ✓ Shear ................................. ........(Table 12)......... _..._--...._.._.............._...S= 11. 'If P . Ridge Strap Connections, if collar ties not used per page 21::. (Table 13)...............................T== if �- - P Gable Rake Outlooker..........:......:......•._........: ..... (Figure 20).............. ;n ft s smaller of 2'or L12 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift....................:.................--------(Table 14):-------- _..................... -- Lateral(no.of 16d common nails)...(Table 14).......................................L=jAIb. �- Roof Sheathing Type`:__..:.._.._..................................::(per 780 CMR Chapters 58 an 59). ✓ Roof Sheathing Thickness'' - in.Roof Sheathing Fastening....................:.......................(Table 2).............................:.............�......._... O/. 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 fL shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 1.1. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated*2-gr2ide• - AWC Grude to food Coi.r.tructiorr iir High Hlind kreas' 110 uzph hVimd Zone Massachusetts Checldist for.Compliance (7so CIVIR5301-z.1:1)1. 4. • a. .From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Fu117Height Sheathing and Nall Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: 1. Panels shall be installed with strength axis parallel to studs. n. All horizontal joints shall occur over and be nailed to framing. ill. 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 I up*per 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 Bd staggered at 3 inches on center per figures below: Vertical and Horizontal Naiiing for Panel Attachment 5. Glazing protection: a) new house or horizontal addition—required if project is 1 mile or closer to shore(generally, south of Rte.28 or north of Rte.6) b) vertical addition—not required unless there is•extensive renovation to the first floor c) replacement windows—needs energy conservation compliance only(chap 93) S. Wood Frame Construction Manual (WFCM)for 110 MPH, Exposure B may be obtained from the`Amedcan Wood Council (AWC)website• � t THSFD6ERESLSDNUSEEdNAILSe a • u 4J II ;j lI 1 g 7 i•i H l .10 o i [ [ cL c7 [ 1 11 [I 1 .ol ] i - 1 If G24 it it it 4 1f II 1 1 If rl 1p 11 1 I 1 4 1 1 I I[ FRAMING MEMBERS I I 1 71 i I i I I EDGEK EPJAEDU&F£' „ 1 [ IL U BICL 1 , 11 I l ZZ ;E 318' i fL;1 'rS 1 .N , Il ';11 1' - DOt123i E ,�. sTAGGERW3'MM.L t+141[_SPAGkVG I NAIL PAYIERN PRAlII k1J4. RAt EDGE DOUBLE NAIL EDGE SPACNQ DETAL See Detail on Next Page Vertical and HDitzontal-Nailing Detail for Panel Attachment Veriieal and Horizontal Nailing Jor Panel Attachment .r �.2 `7 74 s:. L o7 4- n~b N Ex i 5T N Ni t" t, 6_ Fool Z 17 +i - N o - d'< PLAN SHOWING FOUNDATION- . LOCATION (. AMASS . OWNED BY: C01516,T e0l n4x� SCALE I - DATE:JUtIg Z6l0175 }° NORAIAN GROSSMAN ------REGISTERED LAND SURVEYOR. N EREBY CERTIFY THAT THIS FOUNDATION IS LQ.CATED. ON -TNE LOT AS SHOWN AND CONFORMS TO THE TOwJYQ M OFBW44 J: rl ONING REGULATIONS .REGARD N.$ ti Err CJGS FROM STREET LINES AND LOT LJfl1E.S . PdD�ts AN. a GROSSMAN No 177 ..0 NORMAN :. GR*SSJl*, R.L..$: Dom ti4 �R � K k{ _� ;, Tli.e,Cominon,lverrlllz,of Massach csetts t „r» ?% Deparfm.enl of.Zndustrcal flcczderzls �. I: - Off ce of Iizvesfzgatio�zs < , �- : 600 Wdshin -ion Street `¢ c y� _t - =Bostoiz, M,4:02Z11:� Tg - yy �' www.mrzss:gav/d�a - { w -� ers . Workers' Comp'ensatiori:Insurann Affidavit: Builders/Contractors/Electr)cians/Plu.rnb r. - r :'c Please Print Leffibly, Applicant Information Name (Business/organizatiori/Individual). ,rf Address: City/State/Zip: f'YI/,� � Phone # d Are you an employer?•Check the appropriate box:; fl ,. Type of pro],ec.t(required) .0 I am a employer with 4- [] T am a general contractor and I New construction have hired°ibe,sub-contractors _ ___ _ 6 em to ees' full and/or art tune . P y ( p )' Misted on the attached sheet r 7: Remodeling 2.E I am a sole proprietor or partner- �' These sub-contractors have g ❑ Demolition"F ship and have no employees '_ �employreII.s'and have workers' 9 .0 Building addition - working for me in.any capacity. _, o workers' coin insurance comp insurance:$ p 5.= We,are a corporation and i:ts n 10 [� Electrical repairs or additions required.) 3 I am a borrieowner domg`a11 Work"' off c:ers l ave exercised th'e.ir 1 L[] Plumbing repairs or additions right of exemptioripe> MGL 12 Roof re airs' myself. [No workers comp. p c`152 §I(4), and v e have}no insurance required:) t `. ". . . " % empl'oyees,'[No workers ]3.0 Other e. p - goin insurance requLr6d:);fw Any,applicanl that chccls box l!) must also fill out,thc section below showing their workers'compcnsationpolicy information:' T> '° t Homeowners who submit this affidavit indicating lhcy arc doing all'work end Lben hire outside contactors must submit a ncw,z(fdavil.indieating such. , a" ., tContraetors that ehock,this box must a'tlaehcd an additional shed showing the name of the sub=contractors and state whether,or not'lhose'cnlittes have k cmp)oyccs. If Lhc sub-contractors have cmployccs Yhcy must.providc^their workers'comp:'pohcy number: •r I arri an employer.thal is,p.r6viding*work'ers'compensa[io'n insurance for my employees Below[s lhe'polscy andjob s[/e information eF <. � r n ' Insurance Company Name_ Policy# or Self-ins:Lic #: A ` 'Expua-taon Date; . .�„ war ,�. � t� � »•�. ! ",� � ' 4 '< , Job♦Site Address:: f Ci tylS to to/Z' Aftach.a copy of^tie workers' compensation policy declaratlonrpage (showing the•policy number and expiratron dafe).' Failure to secure coverage as required under.Section.,25A of MCL,c,l52 can lead`to.ibe itnposition of criminal penalties of a., fine up to S1,500.00 and/or one year imprisonment as well as civil penalties in`tbe form of a STOP WORK-ORD and a fine of up to S25Q.00'a day against the:vio ator B:e advised that,a copy;ofahis'statement maybe forwarded.to the;Off ce of Investigations of Lite DIA for insurance coverage yerif cation f I do hereby certify under the p ins and Pena tires ofper�iiry==(heal the urformation provided above cs true and�carreel. Si ature: Q. ` • Phone Offcial.use only. 'Do not wrile'in Ihis,area,to be completed by.city or town offictaL ' s 4 City or•Town.; Perinit/Lice'n*se# a, Issuing Authority (circle one) Buildin De .artmena 3.RCity/Town Clerk 4. Electricai'Inspector S.-Plumbing Tnspecf"or 1,:Board�o[Health;.z g. p . 4 6. Other ho Contact Person:- ' Pn"e# u x I Information and fxistf-U &JO S ' Massachusetts GcncraJ Laws chaplcr 152 requires all employers to provide workers' cornpc•nsalion for their cmphoyees. Pursuant to this statute, an employee is dcfincd as "...every person in the service of another under any conlrac I of'hire, express or implied, oral or wrilten." An emp/Dyer is dcfincd as "an individual, partnership, association, corporalion or other 1c9aJ entity, or any IWo or Marc of the foregoing engaged in a joint cntetprise, and including the legal represcnlatives of a deceased employer, or Lbe receiver or trustee of an individual, partnership, associahob or olhcr legal entity, employing employees. However the owner of a dwelling house having not m61-e than three apartments and who resides therein, or fhc occupant of the dwelling house of another who employs persons to do mainfcnancc, constniclion or repair work on such d�vell* house or on Lb,grounds or building appurlcnaot thcrelo shall not because of such employment be deemed to be an employer' MGL chapter 152, §25C(6)also stales 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 required." applicant}Yho has not produced acceptable evidence of compliance with the insurance coverage Additionally, MGL chaplcr 1S2, §25C(7) stales "Neither the commonwealth nor any ofils political subdivisions shall cnter'into any contract for LheperfoTYinance ofpublic-4ork until acceptable evidence of.compliaocc with the ins�>rancc requirements of this chaplcr have beenpresentcd to the contract no authority." Applicants Please fit] out.the workers' compensa(ion affidavit comp)ele)y, by checking the boxes that apply to your sitL)ahon and, if of necessary, supply sub-conLraetor(s) narne(s), addresses)and phone numbers)along with their cerlifica(e(s) th insurance, Lim ted Liability Companies (LLC)or Limited Liability Partnerships(UP) with no employers other than the rnerobers or partners, are not required to carry workers' compensation insurance, 1f an LLC or LLP dots have a) employees a policy is required. Be adYised that this af�dayil maybe submitted to the DeparLmcni of )ndustn it Accidents for confirmation of insurance coverage. Also be sure to sign and date th-e affidavit• The ( of affidav should be returned to the city or lown Lhal•ihe application for thepcnnit orliccnse is being requested,not 1b n eDepartme Industrial Accidents. Should you have any questions regarding the law or if you,are required to obtain a workers' compensation policy,please call the Deparimcnt at the number listed WOW, Self-insured companies should en ter their self-insurance license number on the appropriale line. City or Town Officials Please be sure that the affidavit is comp)el e andprintcd legibly, The Dr,parlmcnl has proYidcd a space�I the bottom i c of the aft dav-il for you to fl) out in the event the Office of Investigations bas to contact you regarding the appll�Dani Please be sure to fill in the pcnniUliccnse number which will be used as a.refcrence number. Ln addition,an app crrent icense applications in any given year, need only submit one a ffid avit indica t i that must submitmul(ip)epermil/l ngu 3 in (o)ly or policy information (if necessary)and under"Job Site Addrrss" lbc applicanlshouJd write"�J IDC�(ben rovided to the town),"'A copy of the affidavit that has been officially stamped or marked by the city or toV/D play P applicant as proof Lhal a valid affidavit is on file for future permits or licenses. Anew affidavi Gnus( be filled nL�t each year. Where a home oy ner or citizen is obtaining a license OTpermit not related to any businessor commercial Yenlurc (i.c, a dog license of permit to burn leaves etc•) said person is NOT required to complete this afdavil. The Office of investigations wou t e o .nk yBn irro�"fary `ration and should youhaye any questions, please do not beSitale to give us a call. The Department's addiess, lclephonc and fax number: The Commonwealth of Massachusetts Department of lndusb-al Accidents Office of Investigations 600 Washington Street Boston, MA 02 11 l Tel. 617-727-4900 exf 406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 4-24-07 wwW.lnass.gOV�dia A Town of Barnstable : ofr1�r� _: • .. 0 Regul'atory Services - �tursrtsr�, Thomas R Geiler, Director • ' Building Division ED µA't� '., Tom Perry, B uilding Commissioner 200 Main Street; Hyannis MA 02601, www.town.'bzrnstable-ma.us Office: 508-862-403 8 Fax: 508-790-6230 HO)1 E0WNER LICFNEE EXF-hfFTION fj' Plcart Print: , DATE: �v QIU � P / JOB L.00AT70N: number street village "HOMEOWNER": � IIA4 60e— �� —✓ L �D� nam home phone# work phone# CURRENT MAILING ADDRESS: city/town state np cock The current exemption for"homeowners"was extended to,include owner-occupied dwellinF-s 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, sup eryis o r- DEFTNMON OF HOMTO,D 1\'ER Persons) wbo owns a parcel of land on which he/sbe resides or intr-nds 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 constrgcts more than one home in a two-year period shall not be considered a horn.oCm cr. Such "horneowner"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 Codc and.other applicable codes, bylaws, rules and regulations. The undcrsigncd "homeowner"cerfifies,that.he/shc understands the Town of Barnstable Building DcpartmcDt minimum inspection procedures and requirements and that he/she will comply with said procedures and require e S' rc o o cowncr Approval of Building Official Note: Thrce-family dwellings containing 35,000 cubic feet or larger will be required to C-OnTly with the State Building Code Section 127.0 Construction Control. .HOMEOWNER'S EXEhfFTIOI\ The Codc states that: "Any homeowner performing work for which a building permit is required shall be czempt from the provisions of this section,(Section 109.),I -Licensing oreonatruction supervisors);provided tha f if the homeov,mer.rngages a po-son(s)for hire to do such word that such Homeowner shall act as superisor." Y Man homeowners who uacthis rxm#tion-arc unaware that they an:assuming the responsibilities of a rupervisor(sec Appendix Q, Ru)cs&Regulations for Licensing Construction supervisorr;.Section 2.15) This lack of awareness oficn results in srnous prmb)crm,particu)arly whrn the homeowner hires un)iemsed persons In this case,our Board cannot proceed against the unlicensed perTon as it x•ouJd with a)ic=s7rd SvparYisor. The homeowner acting as Svperrisor is u)timatc)y responrtb)c. To cnsvrc that tht hoffi WWnC.T is fully aware of hislhcT responnbilitirs, many communiocs rcquim, u part of the pamil application., that the homcowncr certify thatIc/she undcntsnds the rtsponsbilitics of a Supervisor. On the last page of this issue is a form currcnt)y used by. :, •. sever-al tDxms. You may cart I amcnd,and adoptsueh a foms/eertif)c26on for use in your community. { Q;ftiRtu:homccXcmpi _r J Town of Barn-stable Regulatory Services Thomas F. Geiler,Director BuiIdiug Division Tom.Perry, Buildiog Commissioner 200 Main Street, Hyannis;MA'02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 509-790-6230 Property OwterMust Complete and Sign.TLs Section If Using .A.B-u lder �4 as-Owner of the subject.property hereby authorize to act ou my behalf, in all matters relative to wprk authorized by this ding po=t application for. Address of ob Signature of Owner Date Print Name If Pro e e 0-wx1 ris applying for ermrt .lease coin lete. the - P �` P P comp le License Exemption Form ;on the reverse side. Q:FORM5:0' JWERPERMISS)ON 13 1600 Littc ottt Suite 3B e a Marlton,Ned 1rs�y 08053. i Fay(856}995-9806, G�'VJeyerhacti5er . _ s November 15,2010 Bill Rubel P.O.Box 1418 South Dennls,MA Re:Sealed Calculations iLevcl®Tech Call 9:93672 La France Renovations 635 Skunknet Rd.,Centerville.MA Enclosed are TJ-Beam®calculations for joist and beam applications that have been prepared for the above referenced project - based on information provided by Bill Rubel-Mid Crape Home Centers. The calculations can be identified by the date and time in the upper left hand corner of each sheet: 1 111 5/20 1 0 12:03:00 Pht Many uniformly loaded joist and beam calculations can be verified by referencing the applicable span charts within the appropriate product literature.These common conditions covered by span chart literature may not have been addressed via individual calculations within this package. Each analysis reflects the iLevet product,depth,and size that can structurally support the input loads shown.The professional engineer's seal on this letter verifies that the analyses presented conform to accepted engineering practices and use code-accepted product design values.Although I have not personally reviewed the project plans or visited the jobsite,we guarantee that our products,as shown in the attached calculations,have been engineered to support the design loads provided in accordance with iLevet criteria. All notes and design load information shown on these calculations should be reviewed with the building designer and/or the local code official to ensure that the loads,spans,and other conditions are correct and/or acceptable for the specific application. Building inspectors and/or owners should identify the"Silent Floor","TJh", 'Microllamg LVL","Paratlam"l PSL", or"TimberStrane LSL"markings on iLevel'y'products to confirm that this letter is valid for the products actually installed. Please feel free to contact me if there are any question, garding the analyses,I can be reached at(856)596-5555. �f Sincerely, ' Robert A.Ku PE 46 (F9,f't Northeast vi on Engineer N 01 y ... 40 e • . FARMERS PORGN BEAI<A; . 2 PCs of 1 3Wv x 7 1f4" 1 3E MicrtaElam®LVL TJ*ezmS 6.36 Senal WfrbeC.. - :• - User 4 11/1W0101203:00PM THIS PRODUCT MEET'S OR EXCEEDS THE SET`DESIGN. Page 1 Eng ne Version:6 35-0. GANTRQLS FOR THE APPLICATICt�AND L(aADS L65�"I�D Member Slope:011 peW 2 Root Sfol'R2 Overall Dimension:213` 6 11' b 6' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Snow(psf):35.0 Live at 115%duration,20.0 Dead Vertical Loads: ' Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 105.0 60.0 0 To 28' Replaces 3'Roof SUPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other Width Length LivelDeadfUpliftlTotal 1 Wood column 3.50" 1.50" 5021316/01818 L5 None " 2 Wood column 3.50" 1.50" 108416221011706 L5 None 3 Wood column 3.50" 1.50" 1084 1 622 10/1706 L5 None 4 Wood column 3-50" 1.50" 5021316/01818 1_5 None -See iLevelO Specifier'slBuBdefs Guide for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 1089 960 5544 Passed(17%) U.end Span 3 under Snow ADJACENT span-loading Moment(Ft-Lbs) 1812 1812 8182 Passed(22%) MID Span 1 under Snow ALTERNATE span loading Live Load Deft(in) 0.105 0.361 Passed(L1999+) MID Span 1 under Snow ALTERNATE span loading Total Load Deft(in) 0.170 0.542 Passed(L 766) MID Span 1 under Snow ALTERNATE span loading -Deflection Criteria:STANDARD(LL:L/360,TLQ240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 28'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern boding. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by iLevel®. Allowable product values shown are in accordance with current iLevel®materials and code accepted design values. iLeveI0 Engineering has verified the analysis.The input loads and dimensions have been provided by others(_BILL RUBEL/Mid cape Home Centers_ and must be verified and approved for the specific application by the design professional for the project. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel®Distribution product listed above. -Note:See iLevel®Specifier's/Builder's Guide formultiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: LA FRANCE RENOVATIONS Renee Morgan 635 SKUNKNET RD iLevel by Weyerhaeuser CENTERVILLE MA Phone:800-242-4854 Cepyrig'rt. ;: 233)9 t•}' :Le'lC 1•a:,_'-der31 wit!, HA. tiicco l!asnt is a :egistercd trades rk of iLe✓elT. D:'•.i�cueeats anc seu i.�qs\frei_2\=esk[oC\7+t�:Ju_5-B,sns - , o 4 FARMERS PORCH BEAM by Weyerhaeuser 2 PCs of 1 3/4" x 7 1/4" 1.9E Microllam@ LVL TJ-Beam®6.36 Serial Number: User:1 11/12/2010 11:09:27 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0/12 Roof Slope*/12 Overall Dimension:28' 1❑ � ❑ b 11' d 6' b 11' All dimensions are horizontal. Product.Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:3' Primary Load Group-Snow(pso:35.0 Live at 115%duration,20.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliftfTotal 1 Wood column 3.50" 1.50" 502/331 /0/833 L5 None 2 Wood column 3.50" 1.50" 1084/652/0/1736 . L5 None 3 Wood column 3.50" 1.50" 1084/652/0/1736 L5 None 4 Wood column 3.50" 1.50" 502/331 /0/833 L5 None -See iLevel@ Specifier's/Builder's Guide for detail(s): L5 DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 1109 978 5544 Passed(18%) Lt.end Span 3 under Snow ADJACENT span loading Moment(Ft-Lbs) 1845 1845 8182 1 Passed(23%) MID Span 3 under Snow ALTERNATE span loading Live Load Defl(in) 0.105 0.361 Passed(U999+) MID Span 1 under Snow ALTERNATE span loading Total Load Defl(in) 0.173 0.542 Passed(U753). MID Span 3 under Snow ALTERNATE span loading .-Deflection Criteria:STANDARD(LL U360,TL:U240). Bracing(Lu):All compression edges(top and bottom)must be braced at 28'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate and adjacent member pattern loading. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel@ warrants the sizing of its products by this software will. be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel@ Distribution product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: LA FRANCE RENOVATIONS BILL RUBEL 635 SKUNKNET RD MID-CAPE HOME CENTERS CENTERVILLE MA 465 RT 134 PO BOX 1418 SO. DENNIS MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright @ 2009 by iLevel@, Federal Way, WA. Microllam@ is a registered trademark of iLevel@. C:\Program Files\Trus Joist\TJ-Beam\Job Files\LAFRANCE-B.sms Town of.Barnstable Permit: 6� Regulatory Services Date: °FINE rok Thomas F. Geiler, Director Building Division Fee: S �an MASSB ,g Tom Perry, Building Commissioner o 1639. 200 Main Street, Hyannis, MA 02601 a www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 TOWN OF BARNSTABLE SOLID FUEL STOVE PERMIT Owner: /�/ P/o J4 b 4,zte Phone: Ird i o `7 g 1 d l Install at: "l tJ�(�hie% l� Village: Map/Parcel: /6 Cl 0 ��(� i/ kr V1 Date: /Z b Stove B. Type: Radiant)/Circulating C. Manufacturer: Tu L Lab. No. J I F( D. Model No.: !73'RR� C ' Ne / Existing (If ,xisting, please note date of last leaning) B. � ue Size s- C. Are other appliances attached to Flue? D. Pre-fab Type and acturer E. Masonry: Line nlinedCp Hearth A. Materials: B. Sub Floor Construction: Installer Name: �d/L?-1;?/ ��/��r�/C°� Address: Phone: / . —( _ ? Location of Installation: H.I.0 Registration # Construction Su�rvisor# OR check Homeowner Installing, no license equired APPLICANTS SIG A URE APPROVED BY: � Please make checks payable to the Town of Barnstable *This constitutes an off7cial stove permit after inspection, photographed, and approved bRhe f: Building Inspector Q:forms:stove Rev 103107 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations d 600 Washington Street �< Boston,MA 02111 www.mass.gov/dia Workers} Compensation Insurance Affidavit: Builders/Contractors/Electricians[Plumbers Applicant Information .Please Print Lezibly Name(Business/Organization/Individual): � t L,_Q'g A f"k,A r/Ce Address: City/State/Zip: Phone.#: ,S'_O'- S o V— 9/O Axe you an employer? Check the appropriate bog: :Type of project(required):. 4. I am a general contractor and I 1.❑ I am a employer with 6. ❑New construction . employees(full and/or part-time).* • 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 -working for me in any capacity. employees and have workers' 9. Building addition [No workers' comp.insurance comp.insurance.$ 5. [� We are a corporation and its 10.[]•$lectrical repairs or additions required.] 3I 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.❑Roof repairs insurance.required.]t c. 152, §1(4), and we have no 13.[] Other employees. [No workers' 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 ornot those entities have employees. If the sub-contractors have employees,they must providt:their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: 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 maybe forwarded to the Office of Invcstijzationsofthe1DIAfbrins1 ance coverage verification. X do hereby certify under the pain -a d penalties of perjury that the information provided above is true and correct. a ' Si ature: Date: a _ Phone# �r Official use only. Do not write in this area, to be completed by.city or town of iciaL City.or Town:: Permit/License# Issuing Authority(circle one): A.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: . Phone#: Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. 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 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,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 com lianne with:tlie 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-contiactor(s)name(s),address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Co panies'(LLC)or Limited Liability Partnerships( LP)with no employees ees 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 nuu}ber listed below. Self-insured companies should enter their self-insurance license number on the appropriate-line. City or Town Officials Please be sure that the affidavit is complete'and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the 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 one affidavit indicating current policy information-(if necessary)and under"Job Site Address"the applicant should write"all-locations in (city'or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves-etc.)said person is NOT required to complete this affidavit. The Office of Investigations would 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 DepaFtrmnt's address,telephone-and fax number;. The Com onw th of Massarhusetts Departmeut of 1mdwWM Accidents , Office of fnvestlgatlaus 600 Washingtoid Street Boston,.MA 02111 - . Tel. #617-727 4900 ext 406 or 1-877-MAS.SA.FE Fax##617-727-7749 Revised 11-22-06 www.mss=gov/dia f _ ........ Q. Who is responsible for making application for the. erm it?l Application for a permit is required to be made by the owner or lessee or their agent of the building (e.g.; the HIC registrant ). If application is made other than by the owner, written authorization of the owner must accompany the application. Such written authorization shall be signed by the owner and shall include a statement of ownership and shall identify the owner's authorized agent, or shall grant permission to the lessee to apply for the permit. The full names and addresses of the owner, lessee, applicant and the responsible officers, if the owner or lessee is a corporate body, shall be stated in the application. Please note: It is the responsibility of the registered HIC to obtain all permits necessary for work covered by the Home Improvement Contractor Registration Law, M.G.L. c. 142A. An owner who secures his or her own permits for such shall be excluded from the guaranty fund provisions as defined in M.G.L. c. 142A. Back to Top Q. My contractor told me I need to obtain the permits for my construction. May I obtain the relevant permits from my local building department, or is the contractor required to do that? While you may certainly obtain your own permits, be aware that if you do, you will fall into a homeowner exemption that will disqualify you from being eligible to receive recourse through M.G.L c. 142A, the HIC Law, or the statutorily authorized Guaranty Fund, should a problem arise. It is the responsibility of the registered HIC to obtain all permits necessary for work covered by the Home Improvement Contractor Registration Law M.G.L. c. 142A. If the HIC you are contracting with refuses, you may wish to reconsider using that contractor's services. ' p i �THET°w Town of Barnstable Regulatory Services a^x c E.MAS& Thomas F. Geiler,Director Mass. �4'�fnMa�►`�� 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 application for. (Address of Job) Signature of Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:OwNERPERMISS ION ,� Town of Barnstable of I►,E "o Regulatory Services ' Thomas F.Geiler,Director w IARNSTABLE, " MASS. 9q,A 1639. �� Building Division TFnrrtp't°i 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: / ll C 0/Z) �/ JOB LOCATION: LP � & 1�a yklde f I? number f n Q street �� village "HOMEOWNER": � � fkzAtjCe- J ^^O��r-91-6 / _ home phone# ' work phone# CURRENT MAILING ADDRESS: �) I�i✓I C� S� Coo 00 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. 4Si , 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 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:\WPFILES\FORMS\homeexempt.DOC �„�• • TOWN OF BARNSTABLE Permit No. __..--------_---------- -- Building Inspector 11use*.a Cash JJJ b ,ago• °`•Y�, OCCUPANCY PERMIT Bond ----_------ I 1J' No building nor structure shall be erected, and no land, building or structure shall be used for a new, different, changed, or enlarged use without a Building Permit therefor first having been obtained from the Building Inspector. No building shall be occupied until a certificate of occupancy has been issued by the Building Inspector." Issued to HOLE i j'• Address ' r `1 1" !`,-unkret Pb ad, Cf: •�. i1' .7 Wiring Inspector. Inspection date Plumbing Inspector Inspection date Gas Inspector Inspection date Engineering Department Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS. ......................:`........ .......��'....�.......... . .». Building Inspector AA'//II 73 �V a ay i � a1i L 071 4 Q s t J • .r � jl S .;a t1 J } tV a. -tob ROAD PLAN H S 0�1/NO FOUNDATION- LOCATION '. i OWNED 9Y., roibe T ,4;uvl �Q3 CZ4lC � ieXlJi '• ,z 1�io SCALE lr DATE= 1ltJ ZO /�SZ NORPtAN GROSSMAN ---`----REGISTERED LAND SURVEYOR; I HEREBY CERTIFY THAT THIS FOUNDATION IS LOCATED T ON THE LOT AS SHOWN AND CONFORMS TO THE TO*w F EP J O ��'/S7'�G(f.�?ONtNQ RE6ULAT/ONS ,REGARf?IN,B SErllAGIGS FROJd STREET LINES AND LOT LINES` o . NORM N. � o' GROSSMJiN 'ty No. 1.2175 W: -i NaN 6RaSS�lA�ll ti4 NOR ,r Assessor's map and lot number J........�.....................,_. ...... O4 THE r0� Sewage Permit number ........................................................ �-'^"` Z BABH9TAXE, i House number ......... :. ... ..,... ..................................Y........ 900p'M639 �00 TOWN OF BARNSTABLE 1 BUILDING INSPECTOR APPLICATIONFOR PERMIT TO ........... ..............................................................:..............t............:.......:.. TYPE OF CONSTRUCTION -1 f L�/ 4.�....f A/fir"' ' /........................................ .`. . .......................................... , ................................... �..... . .19. TO THE INSPECTOR OF BUILDINGS: • The undersigned hereby applies for a permit according to the following information: Location ........... , ?.�.........q.-I..........Sk l)h/ k kj ,( CEVT'Qf V I L c.-E MASS. Proposed Use ....... �.?.........Film m i L y.......�1aJ•��. L, l h!��"'..................................................................... Zoning District ......... ........ ...............•......................Fire 'District ...... /• .��' ................................ Nameof Owner ..........................................�` fR�............Address . ...... O � r... ............. ...................................!....................... Name of Builder- ( L � 1 aO 044, .57 4o 69 .....................Address ' `.. Name of Architect k! 'M^ L! WAJ 1...........Address / .............4), .ee ►tJ...1/�t ?.. Number of Rooms .........�-.��............ ........................................Foundation .......? Z Exterior .. � �A � 1�} �C•• i t� C�. � Raafing 5'Akik?. .................................................. Floors �r�: P... Interior ............... .... ............................:................. ........................................ ............................:....:....... Heating �....r!.{�f ✓t�rTy� l' Q �xL �� FU .?.... .........................................Plumbing .................................................................................: Fireplace ....T .()............................. ..................................Approximate Cost ........ Qy................................................... Definitive Plan Approved by Planning Board ____S��Z ______________19$ Area Diagram of Lot and Building with Dimensions Fee ..........:.................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH 72• �. r q tf p , r v 28•0 0 I ;T_ r •r 4 q S:C> OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ..... ................................................................. MANNI, ROBERT L. A=169--11 24175 1 Stor I i y No ................. Permit �':r ...........................d�..`. 8 - Single ,F m 1y Dwelling C ......... ...................................... Location Lot #41 635 Skunknet R d ................................................................ Centerville .......................................................................... .... Owner Robert L. Manni ............................................. .......... ........ Type of Construction Frame ...................................................................... Plot ............................ Lot ................................ June 29, Permit Granted 19 82 ........................................ Date of Inspection ....................................19 Date Completed ......................................19 l�d °lam 73PI 1:.. sor's map and lot num ...... ,. c THE o. ... . `� J , Sewage Permit number ... .................................................... �.� d s ,► Z H9HB9TADLE. i a r Houma number .............f1...J.,� .......... .........................` 9 MABa (( F'+ �p 1639. 00� TOWN OF �BA '1NSTABLE 4-1 ' BUILDING INSPECTOR _ APPLICATION FOR PERMIT TO .......... \.�.�..e✓ ..L'.. AJ.J..................................... Ic>t2�/............ ' TYPE OF CONSTRUCTION .....OA&...... A;7 L/!.Z ......41..�J.................................19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location LO 1 T Sk Uhl k< bJ'F/ .....�...l�.t.f.V.1.L.L. F.....N.�................... ...................................... ProposedUse ......QA)2C.......... .�. ...... .kJ . - -.L. ✓. '.............................................I......................... Zoning District ........9••>••.. .................................................Fire District .....C.t.N.l.. 4.0..5. ................................... Name of Owner .!>c�.be%`. L.`....'...!. . . .............Address ..�CJ.�.Q....�n.1.1..�.. S,J r'ilJ;!.�Y7. �� /.:r1✓i. .... ............... .............. Nameof Builder* . .................................... . .............Address 7CFP.P...................................... ...................... .. Name of Architect P0.6:.r 7 4.t..N /V . ..........Address .... O. k:'51...."..4.�..l.................... Numberof Rooms ......... 5....................................................Foundation ...... ............�........©O L 13...... C (JJ �^ `IJt� ✓� f9 �'Ih�0�CP�l?Roofing ....... S Kg I. Exterior ...........�.....�:...4��.................................................... �.....r.'1. .I'.................................................... Floors C l4Y� 1 " ` %L t^.........................Interior ...... �E-�/�OC ..................................... ....................... ....... ............................................................ Heating ......Oz.�.....ltfo�...... T Plumbing ....C� h�..! .:..�`?'j.f........ U.Cr..dWe.!. Fireplace . ...... Approximate Cost 30 ©a Definitive Plan Approved by Planning Board _--St--V--------------19Z Area ......./ ....sf ....°... Diagram of Lot anted Buil 'ng with Dimensions Fee ....... ..... ........................ ' 0��k SU.B-&ECT TO APPROVAL O B OF HEALTH z 2� � 3 q 2.0 o 0 41 ' o n 1 ' 28.0 . 0 I ion 41 0 I 1 i Cl s,0 S kUl ,jk IVET— Ply OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the.Rules and Regulations of the Towlep"I table regarding the above construction. Name ..... ....................... ............................. I NNI, ROBERT L. 24175 emit 1�2- for .............tor............ ............ SingleFamily Dwelling,.,,,,,,,.................................................................. Location JL9 A.4.1......6.35....Sk.unk.ne.t...Road .. .... .... ....... .... .. .... ..............Ce.nt.e.rvi.1l.e......................................... .... .. ....... .... .. Robert L. Manni - ' Owner .................................................................... Type6-f Construction ........Fr........me..................................................................................................... Plot ..�t........................ Lot ................................ PerImit G4n e d .....Jun..e...29..... ..........19 82 Date tioe-? IZ...................19 Date Completed ... .... ......................1 ej • - I 2 X B CEILING JO15T5 AT I6' O.C. I DORMER ROOF CONSTRUCTION , • ASPHALT SHINGLES TO MATCHEXIST. I OVER ICE 4 WATER SHIELD UNDERLAYMENT • a' COX PLYWOOD SHEATHING WITH H-CLIPS AT 16" O.C. OVER 2 X 0 RAFTERS AT 16" O.C. FOAM BAFFLES BETWEEN RAFTERS TO MAINTAIN CLEAR VENTILATION PATH 12 I � � 12 SIMPSON H2.SA HURRICANE TIES INSTALLED ��' PER MANUFACTURER'S 1145TRUCTIONS 10� '• CONTINUOUS 2 X 12 SLEEPER OVER ., PREFINISHED ALUMINUM GUTTER WITH EXISTING ROOF SHEATHING ALUMINUM HANGERS OVER I X B FASCIA '� f BOARD, PAINTED I X SOFFIT,S PAINTED WITH CONTINUOU SOFFIT VENT • ASPHALT SHINGLES TO MATCH EXIST. \ \ 1 \ � r OVER ICE ! WATER SHIELD = I X 6 FRIEZE BOARD, PAINTED nnR��R e nnF� 7 LDXLYLTwWD SHEATHING WITH - \� w ~ OVER CONTINUOUS (2) 2 X B H-CLIPS AT 16' O.C. OVER 2 X B \� �� _ HEADER WITH j' PLYWOOD SPACER RAFTERS AT 16' O.C. ' \ j o 0 DOUBLE 14 SERIES OW -SE WASH \ DOUBLE HUNG WINDOW --SEE 2 X b PORCH CEILING JOIST AT 16'O.C. FLOOR PLAN FOR DESIGNATIONS / = UNIT SIZES �t � O 51MP50N H2.5A HURRICANE TIES INSTALLED PER MANUFACTURER'S - } \� �� WALL CONSTRUCTION ' INSTRUCTIONS 12 EXISTING ROOF EXISTING ROOF 41 AND KNEE WALL 1 CONSTRUCTION TO TYVEK HOUSE WRAP• SIDING TO MATCH EXISTING OVER CONSTRUCTION BE REMOVED �1 PLYWOOD SHEATHING OVER$ COX' PREFINISHED ALUMINUM GUTTER WITH (-(f'"-" -"' I V J • WOOD FRAMED WALL WITH 2 X ALUMINUM HANGERS OVER IX B X STUDS AT 16' O.C. AND R-13 FIBERGLASS INSUL. ACELLULAR P.V.C. FASCIA BOARD, PAINTED ' EXISTING SECOND FLOOR i EXISTING WOOD BEAM CONSTRUCTION I " I X B SOFFIT, PAINTED WITH - CONTINUOUS SOFFIT VENT _ I X 6 TRIM, PAINTED OVER I X EXISTING SLIDING~ GLAS 5 DOOR AND BLOCKING AND CONTINUOUS (2),2 X 0 - WALL CONSTRUCTION } - " u B HEADER WITH)z' PLYWOOD SPACER - w EXISTING WINDOW AND Cni l)MN CO Q NSTRUCTION ~ WALL CONSTRUCTION I. I,I X COLUMN WRAP, PAINTED OVER J a X 4 P.T- POST WITH GALV. SIMPSON AC 4 POST CAP AT TOP AND -'S' i - EXISTING WOOD DECK INVERTED SIMPSON AC 4 AT BOTTOM EXISTING 1ST FLOOR - i II CONSTRUCTION '- CONSTRUCTION (2) 2 X B BEAM WITH)<j' PLYWOOD SPACER - P.T. 4 X 4 POST W/GALV.SIMP50N - X - ABU44 POST BASE AND AC4'POST CAP, (LCE4 AT CORNERS) 2 X 12 P.T, STAIR STRINGERS �• _ - . WITH I X DECKING AND I X - EXISTING LALLY RISERS ON CONCRETE PAVERS - COLUMNS AND FLOOR BEAM EXISTING CONCRETE FOUNDATION PORCH CONSTRUCTION _ -_ 1 X DECKING OVER P.T.2 X6'JOISTS AT 16'O.C. FASTEN TO BEAM AND - - LEDGER BOARD WITH SIMPSON GALV; _ LU52B JOIST HANGERS - ` ..•a 10" OIAM, CONC. SONOTUBE ` PIERS ON 24' BIGFOOT FOOTINGS, TYPICALrl _ FA BUILDING SECTION AT NEW DOR�1ER MER'S PORCH SCALE:. 1/2' 1'-0" f i ADDITIONS.AND RENOVAT E?NS TO THE; n, { LAFRANCE R'ESIDENCE 635 NKNET R " - L4E SKU ROAD CENTERVI r r STi All PFCK A 28'-O' �B'-8' 9'- i' 4'-1114• 4310-2 AN251 43W-2 ' , I 2 UNEN -�- ------- ------ OEX15T IXISTING I O cLo. �^ BATH WALK-IN I NEW OC�12 � 0 EXIST. KITCHEN pFl./1 N I EXISTING a ASPHALT 9•-T . DN EXISTING SHINGLE - GARAGE - i RooFINGREMAINro �' . _ I - m EXIST. BEDROOM ml EXIST. BEDROOM a I - I------------ ----1 - I I I EXIST. LINING ROOM EXIST. MA5TER BEDROOM i I ------------------ UP f ---------- ------------------- -_---- NEW ASPHALT SHINGLE P.T. 4 X 4*POST -- ROOFING TO MATCH UP"TH I x - NEW .AR E 'S O_CN , EXISTING Asa ERs�P cHjW TRIM. TYPICAL - - 1 - IN -- ---- ---- ---- --------- ---------- DS DS VP LINE OF(2) 2 X 8 HEADER BELOW - SEE SECTION ' 5'-EJQ - r5'_4yt• 5'_G{•z• 5_ylz• 5,_ylz. �1FIRST FLOOR PLAN SECOND FLOOR PLAN SCALE: .7/4•. 1'-O' . SCALE: I/4' 1'-0" 3 ADDITIONS AND RENOVATIONS TO:THE LAFRANCE RESIDENCE '€ r 635 SKMMET ROAD - CENTE MU.E,MA L }1 1 1 i • EXISTING HOUSE - - ' ' BEYOND. - • EXISTING DOUBLE HUNG WINDOWS TO BE REMOVED, AND REPLACED- t : : W/AWNING WINDOWS(ENCLOSE - - - •' .- OPENING BELOW TO MATCH EXIST)• EX15T GARAGE .. BEYOND ..15. ASPHALT SHINGLES TO • - , •• „� - • - ® ® I X 3 SHADOW BOARD MATCH EXISTING ' EXIST OVER I X 6 RAKE w. • EX15T -. '. •� - _ PAINTED, _ _ _ - BOARD, P TED, EP.D.M.MEMBRANE - 12 _ .TYPICAL _ E%IST 5� 12' r- .. s ROOFING OVER _ +. ,� * ENTRYWAY DUE:TO - f ROLL FORM ALUMINUM - LOW SLOPE - r - _ J 1 , ^ GUTTER AND 2ao FLOOR - «: 2xo FLOOR 2} DOWNSPOUT, TYPICAL - • - - , - " - WHITE CEDAR W2 I W2481 W2451 I X 5 CORNER BOARDS t X 5 CORNER BOARDS 4J2 R SHINGLE SIDING .. AND WINDOW/DOOR - AT 5'TO THE .. AND WINDOW/DOOR TRIM, PAINTED NEW THERMA-TRU 36'X 80' ` k WEATHER TRIM, PAINTED, SMOOTH STAR 52100 DOOR • .. EXIST TYPICAL NEOPOR '.AND ENTRY PORCH * - NEW WOOD PORCH AT ENTRY WHITE CEDAR SHINGLE , ., _ - _ SLIDING GLASS DOOR , SIDING AT 5''TO THE ' '! '` IST FLOOR Is*FLOOR _ WEATHER - f —__ CH rL i - -EXISTING WINDOWS >, ' NEW CONC. PIER I I I 1 I RELOCATED FROM. 1 FOOTINGS, TYPICAL - --� .. L• - I. ? I - M - BEDROOM 4 I SEE BUILDING SECTION I I I I 14 i, SECOND FLOOR {RAWL'SPACE _ I II FOUNDATION UN DER --- —__ _—NEW FAMILY ROOM C—_ —------------------ —— L— • ,`I — --- --- -------� _. `--- ----.— — ------ -- ---- �� t - - EXISTING'GARAGE - - _ ` e • NEW ADDITION - EXISTING HOUSE BEYOND - - NEW FAMILY ROOM W/CRAWL' NEW ENTRYWAY • \ •°SPACE FOUNDATION BELOW ON CONC. PIERS LEFT SIDE ELEVATION REAR ELEVATION SCALE: I/4' I'-O' t _ SCALE: I/4" = 1'-0" , ADDITIONS AND RENOVATIONS TO THE a • .LAFRANCE RESIDENCE 635 SKLINKNET ROAD CENTERVILLE,IVIA + CONTINUOUS SHINGLE OVE ,- - ....... - .... -:•.�' ,.-. ,..,... .._• .. :-,»... ..: .._ ':..'r. • ::,_ _. RIDGE VENT • [� " _ LVL STRUCTURAL aRtDGE - t - 2�:12 ROOF FRAMING TO - SIZE AS DETERMINED BY OVER-FRAME ONTO Sl12 STRUCTURAL ENGINEER .ROOF FRAMING AND BE .,. FASTENED TO 2 X LEDGER 12 _ - 60 MIL E.P.D.M. ROOF ASPHALT ROOF SHINGLES OVER 150 - I ' •- i _ _ - - " BUILDING PAPER UNDERLAYMENT (36" S I - ` =ICE 4 WATER SHIELD AT EDGE) H ' `° OVER R° CDX PLYWOOD SHEATHING, + X PLYWOOD H ,. , MEMBRANE EKED p .OVER �'.CD •.5 EATHING , 2 X 10 RAFTERS AT 16" O.0 t W/ - .., h. ' R-30 FIBERGLASS BATT INSUL. I. -;* Tl�' ,,_ e BETWEEN ANDCONTINUOUS VENT. + • - '-- wz " .. , ,. _ F t PREFINISHED ALUMINUM ; „-. BAFFLES TO MAINTAIN CLEAR - PREFINISHED ALUMINUM - VENT`PATH - + - BOARP _ -GUTTER WITH ALUMINUM BAR —- I I � - - HANGERS'OV ER I X e FASCIA GUTTER WITH.ALUMINUM'BAR - - I --CONTINUOUS VENT BAFFLES D, PAINTED R HANGERS OVER I X 8-FASCIA .BOARD, PAINTED - • !/" GWB(BLUE BOARD) W/ VENEERPLASTER (SMOOTH), . "- " TO-MAINTAWGLEA VENT 2 010 e." PAINTED OVER'"'.L X WOOD.•. H' - :. RV41 5RAFTERS A7, - ..A , F F PATH i STRAPPING AT 96" -:. ' , �- '� - INSTALLED PER PAINTED WITH., O.C.- , I I ,,;_• - .. - HURRICANE TIESSNSTALLE MANUFACTURER'SI INSTRUCTIONS SOFFIT VENT '." A WITH: _-, , r>' e, Y , _ I, a FRIEZE..BOARD; PAINTED - ... - X-SOFFIT, PAINTED W T ..- .. ' ENT - ` ANDERSEN SERIE5400 CLAD -' � '. •' �' - 8 .. - = - CONTINUOUS; - .. '' _ ' .,: - - D SLIDING GLASS'DOOR :-- -� - ° °'I - 2 X 6 CEILING JOISTS AT I6" L X 8 FRIEZE BOARD, PAINTED r W� I�I -' I ' + �`� _ _ SEE.FLOOR.PLAN FOR >; e U5. 2 2X 8 - _ e 5 OVER CONTINUO (,) �: � - O.C. (PAD UP-I"'AT OUTSIDE ^; AR CRO NUOUP •."'- - '-- DESIGNATIONS / UNIT SIZES: - a HEADER WITH 3.PC7WOOD _ `WALL) W/ R-30 FIBERGLASS ..' ,. - h. k - _ F F.._., .. ..-�. ^BATT INSUL.;-BETWEEN '�•� ,, OVER W (2) 2 X ,.SPACER- ,,. - _ ., - - L7WOOD 4X.4 POST AT.EACH ENDOF -'..:- < •� z - 7 . " �,,. .. ., F- _ r STRUCTURAL RIDGE FROM TOP ,.: .. ° w w _. _ w a ..- 6.'. �. = Z :. : M fl• m = DOOR INSTALLED PER _•., OF TO UNDERSIDE +' w - ' S II . ' �9... 6 ,..:. '"'' � w - 5 INSTRUCTIONS _ r ' OF RIDGE. -.. , ... � �.- H 4.0: MANUFACTURER i a ,, •, J ENTRYWAY a • n `w � , �. NEW FA I Y ROOM I a NEW. 8 KICKxBOARD OVER FLASHING f•- T0X_COVER TOP EDGE OF DECK - ^4 a a w • - <-' a ,", ".z q... 4 - . :..LEDGER BOARD ' E PORCH ON OPPOSITE r . • - SE '- ° ''' LOOR CONSTRUCTION ° '• " - . � "- i- TYPICAL IST F .. '"� «„. ` i�� a. � �` GALV. JOIST HANGERS OVER 2 X:� I.I. ^ SIDE FOR NOTE5d - -:. ' l ',. FLOORING AS SELECTED BY -• FINISH fLOOR - - % -" r f " BACK TO:BACK SIMPSON, F FR�EN�:L x R:" T:4 G PLYWOOD OWNER.OVE _ t ° . r+ - :`'. , HDU4'HOLD DOWNS,W/ryj; t..:. AG ED 4 NAILED OVER SUB-FLOOR GLUED ....,- s, H, .,.-+. ' ,- a 2' m BOLT AT G',O.G.' 6LCCK NG OVER 2 X 6 P.TT JOISTOS . II � 4 k DE ' 2 X 10'7015T5'.AT 16° O.C. W/ R-30' -. - - FIBEPGLA55 BATT•.INSUL. BETWEEN - t' Z �` l - AT 16°O,C. Is STRINGER, SET ON.CONCRETE OVER PAVERS 2 - DECKING CR N E +- .0 ,(2) 2 X 10 BEAM W/ #°. .s. a i" • - ,.., .. .;,,.. I - ...: '"1 ., a 2 X 10 FLOOR J015T5 AT 16° , r a - I..,. ON SILL SEALER PLYWOOD-SPACER.:., - : ',•..,'' ,J s , e 2 X.6 P.T.nU0 S ll - _ . R +"< WITH I ANCHOR-BOLTS AT 24'O:C, ° - ,-. INSUL.BETWEEN N BERGLASS. 1° 3':.PLATE'WASHERS ' - INSUL.BETWEEN •., F r µ ROUGH .X 3"X , - _ • - .. - - ... ... ,.\ r �\\'v \Yv y\i v,\r\7\iiv/v\/,v . .v,//,v/\/r\Yi/r\\r\r \•�\\/\\/\\\X •_,..//i/ / \r\�\\/\\r/\�\ • /\\/\ \\/\\ram\\�\\/\ \,/\\\\\\ \\\\\ \\i v\ _\ .\. 3 STD:STEEL LALLY.COLUMNS AT \/ .T /y/y�i: /rr/,� ,Oy!/i./i`,/!li. .,/�/i.rl/%/.<, I/vi,�/\/ \rT/i. i,✓X✓ar \\r\ \\ \\ri\\/\/\�\\\��i � ,,,. "rm. \/�`</ • �,. " 1.. __. :I° ..r\\/\ \\/\\\\\\/\ \\\\\\\\\\\ •\\\/\\iVJi\\i\\i ��j • - - 'B"THICK CONCRETE FOUNDATION W/(3) V-4':O.C. w/:6°X6 X� BASE PLATE _ , _ z .,v,�✓✓/vT/ /rii rr r r/i \/i�3 ✓i✓,c✓/✓,./v\,T,,,a.\\/i - �/ 44 REBAR. 1 EACH AT TO _MIDDLE : � °' AND(4)Yar.A.5 TO FOOTING/SIMPSON •:, ° r��//� •. , ,y. °�I �\ (. - r r\V\° _. 1e TO >/i\\ / r /i'_ \\ J• — /�/ ° + _ ' '' :AND BOTTOM SET ENDS IN:.HOLES .LCC 3.5-3.5.POST CAPS r \ P.T. PLYWOOD - \ 2 j'A F viv/•:II /i��. 3'_6 ) ,. - /^ - ,. - \\ /\\iT (2)2 X-10 P.T.BEAMS.ON ✓ FILLED W/,EPDXY AT EXIST.HOUSE i' /\ PROTECT., r / w \,C ° PROTEC \ \,`\: \ a' ,\ SIMPSON ABU44 GALV:POST a y ..-II• \\ r FOUNDATION. .. - L. y /\�!� • yv,\� 'II „ �. \i\ II BASSI A E TIES N -JOISTS .. • -, ,:.. i °_.:a /\, .,, Z >j\/J HURRICANE TIES TO'JO15T5�. rig - I err \ " •:X 16 CONCRETE FOOTING, \\\• / . . ".. $�\� / / z B _ ', .. _� /\v 'a • �r .' _ ... „r .. .. ". . , • -'-^ r24'X24'X12° DEEP CONC. FCOTING'AT , • // 'IL. \i ,r L _� •., : ...*,: ;_ •. , .•REBAR EACH WAY -:I v /\� i\r v�..'.:\i r r/ "..�I• �. - ., r : I - r\ x II • II v 6 MIL POLY,VAPOR BARRIER'W/2 X.4 .. " *s .. .- .i .. ." r - I \ s. v\\i II. \/\\ �r��/ O. 10"�,DIAM. CONC.50NOTUBE - s P.T.BALLAST—OR-2.CONCRETE MUD .w.. ' - .. .�. I ':r, jriQ. * '' l/\ri: r\\ r .PIERS ON 24 B44 REB OyER POLY VAPOR BARRIER �.. � ,±....' '.t '•,.,\,0,/J/\\�' ..'. • _ �ii\ •��~� Q\\/i\// /�\ - •. ' \� „✓\\��\�� .. - - - .,*.. \'\ \� : fir\\i\ Ip-. /\\/�%. �r\\,\,\\i Ip,., \\ij\ CENTER, TYPICAL R EBAR AT /v✓\\i y \nr\, /r/ %�\� '\\\� \� \�\�\��v\ yy \iOi\\r\\io/\\\T\i,\\ir\\ioi/\\i\\i\\v\`r\\ir\`G\`ram r�,v�\�'\\ii`\/�\/T`�/i ' \\/i. _ • ^, :�\ • r��\/\� NTy ..� �. ,v : 1 \/?• � \/\`�/\\\f \�\ • \y J\�\\ \i�/\/\/\/\\i\/y,\� r r/i ry\i /r r rr�i�i\r\r\ \/\r\r \\ \ \\,�a,\r�i.��\i y, � '. � � L,; i/ °'V•, �v s�. - \ 'G ;� < - ,vT\�y \/ i /q\. , ,,�/\,`ram//�//yivi\i,��i \�\/�\�\\r/\✓\,/�\\��/�a\, \;\�\�y \\i\ \\\i.\iYi:/�ir,\\�\\iu><ir�,\/,\. ?Ti.,\\iiY�'��irr,\ ,/i /. a- \/\. ... . ,I' ri r \\ _/\\/ � yr s ,\�.,. . :_, •. „ .` \ ��. ' w `r \ \\ /r\/ 'Gv/\\\ \\�\ \\\��y�v - 'u •v,'� ~r\r �\ .--�� ,i / \\\r/i/i�\� �r\\`r�`��\`ir\�\/\/��i\��\�%��r�Y��. .�\\/, \y\��r ;�Ce'\\i,`rrr\� ✓\\\\ \\ \�\Q\\\\\\\\' ;\\\/i/\/yJ\�i\/> ' y ?r a - �L 1�.. '�.r\ �,\ \,'fir\' - r,\i,Y,r, .i,;Y\\ r\�\Y�, %�\i, ,�\i,�, i,i, \,,' F - . - \ yIMN ( �\�ii: �! �!�\�~ _ r _ ,• _ " , ,v r BUILDING SECTION AT NEN FACIILY ROOT I / ENTRYWAY' " SCALE: 1/2' -),._0„ , 1 ° °ADDITIONS AND RENOVATIONS' • �' � • TO THE - ° 1AFRANCE RESIDENCE. s ET R - CENTER MA 635 SKUNKN ROAD VILLE, . - l 19. 5--- LEGEND NEW 2 X 4 PARTITION . ! 13'_II. WITH Yi" G.W.B. VERIFIY INFIELD 4'-6. J.` •4-6 9'-O„ --� 9:_0,:... - - EXISTING WALLS TO i HD HD I �� REMAIN TW24310 TW24310 NEW WINDOW - REFER � - „ y I � SO ANDERSEN CATALOG 33 TW XXX FOR UNIT SIZES • a I • O 4 X 4 POST ' v it CI UP TO RIDGE o � z EXISTING DOOR . 0 NEW DOOR (LEAF SIZE r » II e0 L J _ `I 1 LISTED) -------- /�� TW24310 SEE BUILDING I - SECTION ,H0 SDOWIN -I"SEE4DETAI A fi-i _ - -'" NEW FAM LY ROOM "N a x ' ON TH15 SHEET -. .• - _ c� u Iy t in N wN� PORCH o 1A 18' 20 t: ENTRYWAY _— I I - - •• ., NEW p / 9' x 12' I L HD o I I. _ .. .. - »_..v .�.r , - I LINE OF o ' ' ,PI FOOTINGS AND SEE BUILDING _ COLUMN5 BELOW I - ` - '7 � SECTION A uP I THERM -TRU - - - yyll G 33 fv e X 4 POST 1 `4 L T UP TO RIDGE + §I-I�TH STAR m ` 1 52100 - OEXIST I EXISTING I . ...... --------- OEXIST 1 EXISTING ° / :BATH WALK-IN 11 LOCATIONS OF'CONC-PIERS . BAH WALK-IN • O ON BIGFOOT FOOTINGS - _ O P F �,I/>SF. BELOW, TYPICAL-SEE INSULATE.EXIST.GARAGE WALL AND. REMOVE EXIST. - I f BUILDING SECTION PROVIDE�"TTPE X G.w.O. S.G.D.AND ,Iq , - PROVIDE CASED - OPENING EX15T KITCHEN - EXIST KITCHEN •' DN EXISTING m t -EXISTING GARAGE _ m - A A - p 14' X 22' o _ 14' X 22' N -------------- - FXIST MASTER ° yT EXIST MASTER ` EXIST LIVING ROOM BEDROOM EXIST LIVING ROOM BEDROOM up - UP - sEXIST. FARMER'S PORCH " g EXIST FARMER'S PORCH • u? -- UP 2 X 4 STUDS AT 16"O.C. W/R-13 FIBERGLASS EXSTING FIRST FLOOR PLAN PROPOSED FIRST FLOOR PLAN NI BETWEEN SCALE: 1/4" I'-O j " SCALE: 1/4" I'-0" - SIDING OVER WEATHER - BARRIER OVER� CDX - PLYWOOD SHEATHING t _ .. - Y SIMPSCN HOU4 HOLD - DOWN, INSTALLED PER MANUFACTURER'5 - INSTRUCTIONS Al THREADED ROD - i X FLOOR FRAMING AND RIM JOIST - SEE THREADED COUPLING - BUILDING SECTION- • §' m AN,:HOR BOLT 4 2 X 6 P.T.MUD SILL THROUGH.°X 31 X 3° "^ d ON SILL SEALER PLATE WASHER + . ADDITIONS AND RENOVATIONS. W THICK CONCRETE .. T LI da - — . y - IO TfIE FOUNDATION SEE 3_ _ 4: ...,. BUILDING SECTION LAFRANCE RESIDENCE:. . HOLD DOWN DETAIL 635SKUNKNETROAD - CENTERVILLE,MA Qe - SCALE: I-I/2" 72.73' 311� LOT 41 µ 19,773.2± SQ.FT. sHED _w �-► DECK ` � b 4) EXISTING 1112 STRY. - --- FR. DWELLING 425t' TO ROUTE 28 �. 95.00� SKUNKNET ROAD . UNDEFINED - PUBLIC WAY To: Rockland Trust, and Tyler W. LaFrance , I certify that to the best of my knowledge,and in mj�professional o�mion,the structures)as shown hereon were in conformance Rath local horizontal setback requirements when constructed,or are now exempt from setback requirements per MGL Title VII, CH 40A,section 7;that the structure s)are not in a Special Flood hazard Zone as shown on F.E Community Panel No.2500010015 D,dated August 19,1985. " This plan is NOT the result of an on-the-ground instrument survey;is NOT to be used to determine property line location; is NOT to be used for construction of any kmd,of for erecting of fences,and is NOT valid without an original stamp and signature. CURRENT OWNER(S): LEGAL REF: PETER F.TIMONEY& Book 7473 Page 137 PEGGY E.TIMONEY MORTGAGE LOAN INSPECTION # 635 SKUNKNET ROAD BARNSTABLE , MA PREPARED FOR KATBLEEN HIGGINS ESQ. CANAL LAND SURVEYING&PERMTrr]NG INC 18 ROUTE 6A,SANDWICH,MA p / (508)-888-5955 t�k• Scale:1"=39 Date:06/09/08 DWG:SKUNKNET o9Ju • Drawn:P.D.R: Checked RJ.H Job:08-031