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0024 HARTFORD AVENUE
�� f� o�l C�dL, ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map U Parcel 'Application #��4� 1 Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address y 1.af AVC Village Owner Address L)hR 0o199n AVC !'l�la�s�s fYl�lk Telephone 1131 -7 60--b7Z 7 Permit Request -7 o C o A Sl Rv et 9 i 1%9crorn i a M)l SiER 360 2-aol-Ix- �h��t.`� CL''t�cs 1 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation a o0 s- Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wooftoal stove]YesvL] No N Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: 06xis ting ❑.new tee_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Q W Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# o m Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number. Tel -74o Address 'y 1hag4o2G, Ave License # &r+o tX n&2. III z.S64S Mills 'Mill 026-1/8 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO -rrzouags D�p360 SIGNATURE v //� DATE 2 _ FOR OFFICIAL USE ONLY `": APPLICATION# DATE ISSUED _ MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: ' FOUNDATION i FRAME ^°t T INSULATION FIREPLACE ELECTRICAL: ROUGH - FINAL PLUMBING: ROUGH FINAL ' GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. ` ` *1 1 I Department of Industrial Accidents Office of Invadgations 600 Washington Street Boston,MA 02111 x".mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information ! I Please Print Legibly Name(Business/Organizafimv &vidvai): l r I n.� �y('y1�03 r►,r+i Address: 2— 9- 14AR f City/State/Zip:, ;� RS AS M-1Is MA PhoneA 7f?t - '7 6e--e77q F70 an employer?Check-the appropriate.box- 4. I am a genera contractor and I .' 'Type of projL' additions red):.- i m a employer with ❑ g ❑ployees(full and/or part-time);* have hired the gub-contractors 6 New c .. m a'sole proprietor or partner- listed on the'attached sheet 7. [XRemo ship and have no employees These sub-contractors have g. ❑Demo working for me irr any capacity. employees and have workers' [No workers'comp.insurance comp:insurnce. 9 ❑ required.] 5. ❑ We are.a corporation and its. 10.❑Electrirepairsor additions •3. I am a homeowner doing all work officers have exercised then I l.❑Plumbor additions niysel£ [No workers'comp. right of exemption per MGL 12. Roof insurance required.]t C. 152, §1(4), and we have no ❑ reP employees. [No workers' 13.[] Other comp•insurance required] kAny applicant that checks box#1 must also fill out the section below sbDwing their workers'compensation policy,mfarmatim t Homeownen;who submit this affidavit indicating they are doing all work and then hue outside contractors must submit a.new affidavit indicating such. $Contactors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contrichns have employees,tbey must povidt their workers'comp.policy number. i 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/ p: 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 rip to$1,500.00 and/or one-year imPnsomneit, 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 v ation. 16 hereby certi d p aloes perjury that the information provided above is true and correct Signature: Date: Phone-k 7 tR/ — 7 6 0 - D 7 Z 9 [6. fzcial.use only. Do not write in this area tb be completed by city or.town official ty or Town: PermitUcense# uing Authority(circle one): Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector Otherntact Person: Phone#: Information and-Instructions . . Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this stag,an employee is defined as"...every person in 6e service of another under any contract of hiie, 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 flm three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do mainteaance, 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 oliapter 152, §25C(7)states "Neither the conmionwealthnor any of its political subdivisions shall enter into any contract for.the performance of pubhc-work until-acceptable evidence-of collie a withthe insur=ce requirements of this chapter have been presentef 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-confiactor(s)name(s), address(es)and phone number(s)along with their certificate(s)of i mmmce. Limited Liability Companies•(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry worker;' compensation insurance. If an LLC or LLP.does have employees,a policy is regained 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 retried 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 i 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 mast 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 gown may be provided to the applicant as proof that a valid affidavit is on file for future pemat s or licenses. A new affidavit nnist be filled out each year.Where a home owner or citizen is obtaining a license or permit not related fo any business or commercial venture (:Le..a dog license or permit to burn leaves-etc.)'said person is NOT required to complete this affidavit The Office of Investigations would like t-o.thank you m 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;. J e Com.MQXWeaM QfM=aehusetts Department of�t�al Aeeidemts of ec Of lawSOPUDns €:00 wash�sftet Eostol�MA 02111 TeL#61 7-727-4900 ext 406 or 1- -MA.SS.AFE Revised 11-22-06 Fax##617-727-774•9 wmass.gov/dia I Via Town of Barnstable Regulatory Services sni3x S Thomas F.Geiler,Director A, &659. ••� 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 S HOMEOWNER LICENSE EXEMPTION 99 Please Print DATE: 7 Z l I n JOB LOCATION: 2—q JA A fR t_fC�zeil AV L° number street village "HOMEOWNER": L1i 11.A., DvGl CSALIo . 5-08 yZ$ 5-61q 7 76D 4)?z7 name I home phone# work phone# CURRENT MAM NG ADDRESS:_ Z`4 14Jl ftt 4Vb A V C city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and I 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"certifi that he/she understands the Town of Barnstable Building Department minimum c tion ced es an equirements and that he/she will comply with said procedures and re i Signature of Homeowner i 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 responsiibilities`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 fom-/certification for use in your community. I Q:forms:homeexempt THE� Town of Barnstable Regulatory'Services �g, Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street Hyannis,MA 02601 www.town,barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign. This Section If Using ABuilder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized bythis budding 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:OWNERPERMISSION TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 103 Parcel O 9 Application # Health Division Date Issued r , Conservation Division Application Fee' Planning Dept. Permit Fee 77 _ Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis ' `Q Project Street Address Z Village M Attskow; ?11s Owner \R!o l l tr- t- Av�_12 `Ti, Address ?-I IJARr'or- AV,-< Telephone i Permit Request To rki0Z * k 2� A�d�s����i 1?q Fzorl+ '16 Square feet: 1 st floor: existing j proposed 2nd floor: existing proposed Total new I ct Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Roorri-count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: O,YesSJ� No CD Detached garage: ❑ existing 0 new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing 0 new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name \A ' r,, byc11Cs ri 6 Telephone Number s/ •764) 12 9' Address A.(:". -PGab me License# AI J tf S MA ®?6q g Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Tfs/l, . t Oe- O S 1Y] � ~ SIGNATURE DATE I: FOR OFFICIAL USE ONLY APPLICATION# i i f s. • I '1 DATE ISSUED MAP/PARCEL NO. 4 L+ ADDRESS - VILLAGE -OWNER" DATE OF INSPECTION: // FOUNDATION PDX) FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINALS " PLUMBING: ROUGH -. FINAL GAS: ROUGH FINAL - - FINAL BUILDING DATE CLOSED OUT _ = ASSOCIATION PLAN,NO. '�� i I: FOR OFFICIAL USE ONLY APPLICATION# i i f s. • I '1 DATE ISSUED MAP/PARCEL NO. 4 L+ ADDRESS - VILLAGE -OWNER" DATE OF INSPECTION: // FOUNDATION PDX) FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINALS " PLUMBING: ROUGH -. FINAL GAS: ROUGH FINAL - - FINAL BUILDING DATE CLOSED OUT _ = ASSOCIATION PLAN,NO. '�� i i � r Town of Barnstable Regulatory Services Thomas F. Geiler, Director • g,�aN3TA�L.•�. . KAS4 . � Uiision Building rEo ham• Thomas Perry; CBO; Building Commissioner 200 Maim Street, Hyannis,MA- 02601 www.town.barnstable.ma.us r Fax: 508-790-6230 'Office( 508-862-4038 PLAN REV IIEW ' Map/Parcel: Owner: e s �i Pzoject Address ay Builder: The following iteras were noted on reviewing: Erb �0 2 WkF L L C bN S fKULT/O�— �11A��J LLS ^ /Q So 5 7 C-7-*1 S cv� - . Focc nr� /off `c �yy��jG T'/o Al :9 re Reviewed by: - tom' �� /. d • Date: �1 The Commonwealth of Massachusetts Department of Industrial Accidents m Office of Investigations 600 Washington Street c Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/organization//Individual): 'e`JJ xnin a/ Address: `'Yla 9+4uKA AV tg City/State/Zip: ® .ti 'Phone #: l` �60-07Z Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and I 6 New construction employees (full and/or'part-time).* have hired the sub-contractors _ _ 2.ElI 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 P'Building addition [No workers' comp. insurance comp. insurance.$ required.] 5. We are a corporation and its 10.❑ Electrical repairs or additions 3.VI am a homeowner doing all work officers have exercised their I I.❑ 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 13.0 Other employees. [No workers' comp.insurance required.] 'Any applicant that checks box 41 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional shoot showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that 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 p and enalt' s of perjury that the information provided above is true and correct. Si ature: �. Date: Phone#: 6 d 0-7 Official use only. Do not write in this area, to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone M information and. Xnstructz®ns( 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 enteuprise, em and including the le gal.representa,tives of a deceased ployer, 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 j dwelling house of another who employs persons to do maintenance, constniction 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 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-contractors)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,apolicy 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 pennitAicense 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 i towny'-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 bome owner or citizen is obtaining a license or permit not related to any business or commercial venture (ix. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Off ce 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 1-87.7-MASSAFE Fax # 617-727-7749 Revised 4-24-07 www.inass.gov/dia r AWC Gi de ro YVood Constructio» hi High 1-Viiid Areas: 110 mph {•Vilyd Zone Massachusetts Checklist for Compliance (780 CnTR 5301:2.1.1)' Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)......................... ...... 110 mph,'- WindExposure Category.................................................................. .............................................................B Wind Exposure Category 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) �' sto41i s 2 stories RoofPitch ..............................:............................................(Fig 2) ..................._.............:......... f 1 *33' MeanRoof Height ..............................................................(Fig 2)......................................... ft -331 Building Width,W ...............................................................(Fig 3)...................:..................._. ...... ,i ft <_BO BuildingLength, L \.............................................................(Fig 3)............................................. ! ft s tv Building Aspect Ratio (UW) .......•..Z....................................(Fig 4)................................................. 3:1 Nominal Height of Tallest Opening .............................:.....(Fig 4)............................................. .. 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)............................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Concrete Masonry .................... ............................................................. 22 ANCHORAGE TO FOUNDATION1'a• 5/8"Anchor Bolts,imbedded or 5/8' Proprietary Mechanical Anchors as an alternative in concrete only BoltSpacing—general ............ ...........................:.(Table 4).................:............................. in.',} Bolt Spacing from endfjoint of plate ................:............(Fig 5)..................:................. in::56'—12".i ..........(Fig 5 : .........._in.>_7" Bolt Embedment—concrete.............................. ( 9 )...... .......................:....... . ........... F 5 > Bolt Embedment-masonry.............................. (Fig ).....:......?............................... in._ 15" (Fig 5 >3" x3"xV," PlateWasher.......................................... ( i9 ).................... 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)................................... Maximum Floor Opening Dimension...................................(Fig 6)..................................................._ ft<_12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Wall's or Shearwall................(Fig 7)...................................................._ft :5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls'or Shearwall................(Fig 8)..................................................... ft s d Floor Bracing at Endwalls....................................................(Fig 9)........................................................................................................................... Floor Sheathing Type (Per 780 CMR Chapter 55)................................... Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)....................... in. Floor Sheathing Fastening..................................................(Table 2).._d nails at in edge/_.in field 4.1 WALLS Wall Height • Loadbearing walls.........................................................(Fig 10 and Table 5).........•.................._ft 15 10' Non-Loadbearing walls............•....................................(Fig 10 and Table 5)..........................._ft :5 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)..................._in. <—24"o.c. Wall Story Offsets .............:..(Figs 7 &8)............................................ ft s d 4.2 EXTERIOR WALLS' Wood Studs Loadbearingwalls........................................................(Table 5•)...............................2x_-_ft_in. Y— Non-Loadbearing walls ................................................(Table 5)..............................2x_-_ft_in. Gable End Wall Bracing' • FullHeight Endwall Studs............................................(Fig 10)......................,............................... WSP•Attic Floor Length..................:........ .....................(Fig 11)............................................. ft zW/3 Gypsum Ceiling Length (if WSP not used)....:...............(Fig 11 ft z 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)............................................. . ........... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Double Top Plate Splice Length ......................................(Fig 13 and Table 6)...................................._ft Splice Connection (no.of 16d common nails)..............(Table 6).........................................................= ANC Guide to l-l%od Constrrictiou iu Hi{h 14,hidf Areas: 110 mph 1•Yind Zone ' Massachusetts Checklist for Compliance (7s0 Cit'IR53d1.2.1.1)� Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Tables 7)...................................................... Non-Loadbearing Wall Connections Lateral (no.of 16d common nails)................................(Table 8)....................................................... Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9)..................................._ft_in.:511' SillPlate'Spans ........................................................(Table 9)..................................._ft_in. 5 11' Full Height Studs (no. of studs)....................................(Table 9)................................,...................... Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) HeaderSpans...,.........................................................(Table 9)................................. _ft_in.5 12' Sill Plate Spans......................:....................................(Table 9).................................._ft_in.S 12" Full Height Studs (no, of studs)....................................(Table 9)....................................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension, W Nominal Height of Tallest Openingz ..............................................................................._s 6'8" SheathingType..............................................(note 4)..................................................... . Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ in. Field Nail Spacing...........................................(Table 10)................................................. in. Shear Connection (no. of 16d common nails)(Table 10)..........................I............................_ Percent Full-Height Sheathing........:..........:...(Table 10)...............................:...................._% 5%Additional Sheathing for Wall with Opening> 6'B'(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest Opening2........................................................................._5 6'8" SheathingType..............................................(note 4)..................................................... Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ in. . Field Nail Spacing...........................................(Table 11)................,........................,....... in. Shear Connection (no. of 16d common nails)(Table 11)....................................................... Percent Full-Height Sheathing.......................(Table 11)....................................................._% 5%Additional Sheathing for Wall with-Opening> 6'8"(Design Concepts).................:.. Wall Cladding Ratedfor Wind Speed?.............................................................. ............................................................... 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure 19) ............. ft s smaller of 2'or L13 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift........................................,.......(Table 12)............ = Lateral.............................................(fable 12).............................................L= plf Shear...............................................(Table 12)............................................S= pft Ridge Strap Connections, if collar ties not used per page 21... (Table 13).................. — plf Gable Rake Outlooker..........................................(Figure 20) .............._ft s smaller of 2'or L/2 ' Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.......................: (Table 14).......................... — Lateral (no. of 16d common nails)...(Table 14)...................................... L= lb. Roof Sheathing Type................:..................................(per 780 CMR Chapters 58 and 59) ............• Roof Sheathing Thickness.....................................:..... ............................................._in.z 7/16'WSP RoofSheathing Fastening............................................(Table 2)--....................................................... 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•53012.1.1 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 1 Ba and Figure 18b 2. ' Exception:Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full-height sheathing requiren5ents shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-gr6de. f Town of Barnstable OF THE Tp� o Regulatory Services T Thomas F. Geiler,Director BARNSTAiBLK tr AS& 9q, 1639. ,. Building Division AlfD a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: r Z 010 ) /� JOB LOCATION: 7& 1'tyC9 AVE rnl"Pdoyl �/fs I/[1l f number street village "HOMEOWNER": WJIIi/Sm (�. �1ES11t�Y SOS,' g29_5 1 -7a/ `766 y 72`� name ,, 11 home phone# work phone# CURRENT MAILING ADDRESS: j4ha 1"ya 0-1 4y e . 2226a4cly1s M111.5 02.6gg 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 proced s and requirements and that he/she will comply with said procedures and requ ements. ignature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of constriction 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:\WPFII.ESTORM S\homeex empt.DOC oFIKE T Town of Barnstable Regulatory Services r�n .. Thomas F. Geiler,Director �'rEp.19..t awe 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:O WNERPERMISSION RNDERSON ENGINEERING Fax:781-834-6253 Jul 29 2010 14:17 P.02 P ( beam over by WCyrrhacL'eBr Z PCs of 1 314" x 9 1/2" 1.9E Microilam®LVL TJ-eoem®6.35 S0681 Number, User t En ineVeraiA4;o0PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN FQBo 1 Engine Version;6,36,0 i CONTROLS 0OR'THE APPLICATION AND LOADS LISTED Member Slope:0/92 Roof S10pe5,SA2 Overall,gilneRefOn•20' i i , a, o; o All dimensions are horizontal. Product Diagram is Cone6ptua6 i LOADS.- I Analysis is for a Drop Beam Member, Tributary Load Width:12' Primary toad Group-Snow(psf):30.0 Live at 115%duration, 15.0 Dead i SUPPORTS: Input Bearing Vertical Reactions(lb6) Detail Other Width Length Live/Dead/Uprlift/Total 1 . Stud wall 3.50" 1.54" 1498/799 1 0j/2297 L1:Blocking 1 Ply 1 3/4"x 91/2"1,9E MicrollamO)LVL 2 Stud wall 3.50" 4.69" 4425/2547/o/6972 Li:Blocking 1 Ply 1 3/4"x 91/2"1.9E Microllam®LVL 3 Stud wall 3.50" 1.54" 1498/799/OV 2297 L1:Blocking 1 Ply 1 3/4"x 9112"1,9E Microllam(O LVL -See iLevel Specifiees/Builder's Guide for detail(s);L1:Blocking -Bearing length requirement exceeds input at suppoIt(s)2.Supplemental hardware is required to satisfy bearing requirements, DESIGN CONTROLS: Maximum Design Control Result Location Shear(lbs) 3486 2954 7265 Passed(41%) Lt.end Span 2 under Snow loading Moment(Ft-Lbs) -6856 -6856 13541 Passed(51%) Bearing 2 under Snow loading Live Load Deft(in) 0.099 0.3281' Passed(U999+) MID Span 2 under Snow ALTERNATE span loading Total Load Defl(in) 0,142 0.492i Passed(U830) MID Span 1 under Snow ALTERNATE span loading -Deflection Criteria:STANDARD(LL:U360,TL:U2401 -Bracing('Lu):All compression edges(top and botto I)must be braced at 17'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stabil . -The load conditions considered in this design analysis include alternate 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®. iLevelT)warrants the sizing of its products by this software will be accomplished in accordance with iLeve[O producf design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided b�the software user, This output has not been reviewed by an iLeveM Associate, -Not all products are readily available. Checkwith your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevelO PRODUCTS ONLYIi PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress D8mign methodology was used for�Building Coda 112C analyzing the iLevel Oistribution product listed abQ)M. -Note:See iLevel®Specifier's/Builder's Guide for multiple ply connection. r r r I I i i PROJECT INFORMATION: "i OPERATOR INFORMATION: Duchesney Don Spears 24 Hartford Ave i Cape Cod Lumber ' Marstons Mills,MA 80 Hampden Road j Mansfield,MA 02048 Phone:781-261-7216 f Fax :508-337-4245 i dspears@ccico.com Copyright W 2009 by iLevclao, Federal Way, wA. nlorollar*i9 a rcgi:tpied trademark of iLQvel®, i i f .ANDERSON STRUCTURAL ENGINEERING INC. 764 PLAIN STREET mARSHFIELD,:MASSACHUSETTS 02050 �781-837-•6949 FAX 781-834-6253 July 23,2010 Mr. Bill Duchesney 24 Hartford Avenue Barnstable, MA 02370 Re:. 10-094'Duchesney Residence, 24 Hartford Avenue Barnstable, MA Dear Bill, As requested, we have reviewed the above referenced project for conformance with the. wind load criteria designated in the current Massachusetts State Building Code and find that building.will conform to said requirements. Please refer to the attached general notes for additional information. Please note our review is limited to.wind loading only and no other,aspects of the proposed construction have been reviewed by this office.. If you have any questionsor comments regarding this, please.don't hesitate to call. Sincerely, H0 Thomas E.Anderson Senior Project Manager Encl.ts� �-- 1N "7 yG 10 I a i A WC Guide to Wood Construction in High Wind Areas: 11©mph Wind Zone ' . Massachusetts Checklist for Compliance(780 CMR 5301.2.1.Q' 10-094 Duchesney Residence 24 Hartford Avenue, Barnstable, MA Q Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust)................................................................. ..................................................110 mph WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories s 2 stories RoofPitch ..........................................................................(Fig 2) ........................................... S-tL < 12:12 ✓ MeanRoof Height ..............................................................(Fig 2)................................................. V2, ft <33' ✓. -Building Width,W...............................................................(Fig 3)................................................ aft <_80' �- BuildingLength, L ..............................................................(Fig 3)................................................. 38 ft 5 80' Building Aspect Ratio(LNV) ...............................................(Fig 4)...............................................t�) <3:1 V. Nominal Height of Tallest Opening2 ...................................(Fig 4)............................................... 5 5 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry ................................................................... ................................................................ — 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general .......... ...................... ........(fable 4)............................................... in. � Bolt Spacing from endfJoint of plate ............................(Fig 5)..................................... 12. in.s 6"-12" V Bolt Embedment-concrete........................................(Fig 5).................................................7 in.>_7" %f Bolt Embedment-masonry.........................................(Fig 5)............................................ in.a 15" PlateWasher...............................................................(Fig 5)...............................................a 3"x 3"x W V 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)..................................................0 ft<_12' �J Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks T Supporting Loadbearing Walls or Shearwall................(Fig 7).................................................... ft -<d .� Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... V ft <_d 1/ FloorBracing at Endwalls...................................................(Fig 9)...................................................... ... ...... 77 Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).....°.yy. � Aovil6/1Z'o Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55)..................." '5t in. Floor Sheathing Fastening..................................................(Table 2)...$ d nails at G in edge/ 4 Z in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... 8 ft <_ 10' Non-Loadbearing walls................................................(Fig 10 and Table 5)...........................$ft <_20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)...................Ap in. s 24"o.c. Wall Story Offsets ........................................................(Figs 7&8)............................I.......I...... U ft s d J 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)..............................2x -41 - �_ft in. Non-Loadbearingwalls................................................(Table 5)..............................2x_ ft_m. t/` Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).................................................................. WSP Attic Floor Length...............................................(Fig 11).............................................. ft aW/3 — Gypsum Ceiling Length(if WSP not used)..................(Fig 11)............................................�_>0.9W ✓ and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ............................... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays ..� Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).............I....................... 4P ft >� . Splice Connection(no.of 16d common nails).............(Table 6).......................................................moo �!' f A WC Guide to Wood Construction in High Wind Areas: L 10 niph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' 10-094 Duch6sney Residence 24 Hartford Avenue, Barnstable, MA Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7).....................:...........1.................... 2 / Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)...............................(Table 8).......:................................................ iL Y Load Bearing Wall Openings(record largest opening but check all openings.for compliance to.Table 9) Header Spans ........................................................(Table 9).................................. 3 ft o in.s 11' t/ Sill Plate Spans ........................................................(Table 9).................................. ft fl in. s 11' Full Height Studs (no. of studs)...................................(Table 9)........................................................ 2 wi Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) / Header Spans.............................................................(Table 9).................................. I ft. 0 in.<_12' #/ Sill Plate Spans............................................................(Table 9)..................................�ft v in. s 12" yr' Full Height Studs(no. of studs)....................................(Table 9)........:...............................,............:.. 2 Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest OpeningZ .....................................................4......................... S s 6'8" Y Sheathing Type.............................................(note 4)...................................................... lay Edge Nail Spacing.........................................(fable 10 or note 4 if less)....................... 6 in. ✓ Field Nail Spacing.........................................(Table 10)................................................... «. in. Shear Connection(no.of 16d common nails)(Table 10)........................................................ V Percent Full-Height Sheathing........................(fable 10)...................................................:. .0 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension, L r Nominal Height of Tallest Opening2...................................................................:..... 6'8" SheathingType.............:.........................:.....(note 4)...................................................... Edge Nail Spacing.........................................(Table 11 or note 4 if less) 6 in. Field Nail Spacing .........................................(Table 11)................................................. /2. in. Shear Connection no.of 16d common nails))(fable 11)........................................................ 4/ Percent Full-Height Sheathing.......................(Table 11).....................................................71 % 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?..........................................................:.: ................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,.see BBRS Website) V Roof Overhang .......:.......................................:...(Figure 19)....:........ •83 ft<_smaller of2'or U3 L' Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= '26 Lateral.............................................(Table 12).............................................L=,tfir. plf Shear..............................................(Table 12).............................................S= -77 pif Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T=e 2 plf Gable Rake Outlooker...........................................(Figure 20)............. .Sj ft<_smaller of 2'or U2 V` Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= yr,lb. Lateral(no.of 16d common nails)...(Table 14).......................................L=A/*Ib. , Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ *401 f Roof Sheathing Thickness.............:............................. .............................................?id in:>_7/16"WSP ►I Roof Sheathing Fastening...........................................(Table 2).............................................RA......6�6'' Notes: 1. This checklist shall be met in its entirety,excluding.the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. Ngt) l ' F L-L-1 f I F PONT (e-) Naw 16, o" e 84G f a • y GENERAL NOTES I. LOAD CRITERIA 1. Snow load-Ground'snow load 30 psf 2.Live loads: Attics with storage 20 psf Attics without storage 10 psf Decks,Stairs,Fire Escapes 40 psf 60 Exterior Balconies p psf Rooms other than sleeping rooms 40 psf Sleeping Rooms 30 psf Passenger vehicle garages 50 psf 3.Wind load design based on 7`h edition of the Massachusetts State Building Code for One and Two Family Dwellings and"section 5304.2.:1.1,item 1. Basic wind speed(3 second gust) 110 mph Exposure Category B II. LUMBER AND SHEAR NOTES 1. Stress-grade lumber shall be in accordance with."National Design Specifications for Stress-Code Lumber and Its Fastenings" by the National Forest Products Association(latest revision). 2. Framing lumber shall be SPF#1/#2 Fb=875 psi,E= 1,400,000 psi not including.adjustments or approved equal or better. 3. All post loads are to be followed down to solid foundation.General contractor verify in field 4. Provide solid blocking in floor framing under all posts unless otherwise noted. 5. All work to comply with state building code requirements. 6. Any timbers and beams exposed to weather shall be pressure treated. 7. 4x6 and 6x6 posts shall be Douglas Fir#2,Southern Pine#2,or better. 8. Rafters fastened to multiple member ridge beams shall be fastened to ridge with a minimum of 6— 16d toe nails(3—each side)or proper metal hanger or approved equal. 9. Provide a minimum of a double studs.(nailed as a built up post)post under all floor beams or multiple joists and headers unless otherwise noted. 10. Provide suitable metal hangers for all flush members unless otherwise noted.Coordinate finish with material attached. 11. Provide Simpson H2.5A hurricane ties for all exterior rafters to wall connections: 12. If roof is conventionally framed,provide Simpson LSTA 18 straps connecting opposing rafters at ridge if collar ties are not used or installed per code. 13. APA rated Sheathing: Wall ''/2",Roof 5/8",Floor%".Fastened per 780 CMR Table 5602.3.1 and.Figure 5602.10.5 unless superseded by more stringent specifications. 14. Exterior sills shall be anchored to foundation.with minimum 5/8"diameter anchors with minimum 7 embedment and spaced at 48"o.c.maximum, 12"maximum from corners and no less than two per wall segment.Plate washers 3"x3"xl/4". dersen® P GlassT pe` 11-Factor' :SHGCI VIa �. - GlassT Type U-Factor' "SHGCa Vf' i HP Low-E4 } ,.619 { 0.32 } 0:55 1 MEMO HP Low-E4 } 0.28- 0.33 } 0:58„1 MEMO HP Low-E4 with Grilles -0.30-- 0.29 0.49-1 ONME HP Low-E4 with Grilles `'0:2T'; 0.30 0:52"':r Son HP lowE4Sun 0.29',� 0.20 k 0:31 (.ONES HP lowE4Sun }. 0.28., 0.20 },0.31 HP Low-E4 Sun with Grilles 0.36 { 0.18 ( 0.27. M HP Low-E4 Sun w th Grilles }. 0.29--i 0.18 } '0:26 .1 MEMO HP Low-E4 SmartSun j-.O:28--=.q 0.21 0.50 �■�� HP Low-E4 SmartSun '` 0.27 =S 0.23 1-OM'.ISEES HP Low-Ell SmartSun w/Grilles 0.29 ;11 0.19 }. 0:44 '{OMEN HP Low-E4 SmartSun w/Grilles:,}, 0:28 _j 0.21 } 0.46 1 MEMO HP Low-E4 [ -0.29 0.33 k:0.56 J E N N E HP Low-E4 } 0,31`. 0.33 { 0.58 1 OMEN HP Low-E4 with Grilles 0.30 S 0.30 } 0:50 NOME HP Low-E4 with Grilles } 0.32 0.30 } 0.52_ ! HP Low-E4 Sun } 0.3O 't 0.20 } 0.3 Y" MEMO �O N E HP Low-Ell Sun } 0.31 1 0.20 } 0.31 !SEEM HP Low-E4 Sun with Grilles } 0.31 - 1 0.18 }. 0:28 INS HP Low-E4 Sun with Grilles 0.33 0.18 } 0.28 (MEMO HP Low-E4 SmartSun } -0.29 0.22 } 0.51 1 M HP LBw-E4 SmartSun } 030. 0.23 } -0:52 SEEM HP Low-E4 SmartSun w/Grilles }'0.30 0.20 J. 0.45 j MEMO HP Low-E4 SmartSun w/Grilles __0;32;-; 0.21 0.46 k HP Low-E4 �031' 0.31 }'_0.53_ j OMEN HP Low-E4 Tempered } 0.52-'.:J 0.39 1- 0.68, �j NONE MEMO HP Low-E4 with Grilles 032 _{'0.28 }.0.47 4���� HP Low-E4 Tempered Lauri. .:_0.52- { 0.38 0.66 'loons HP Low-E4 Sun "031.- } 0.19 } 0 30 {���� HP Low-E4 Sun Tempered '0.53- { 0.24 }'.0.38.-. 0000 HP Low-E4 Sun with Grilles O'r32 { 0.17 0.26 `01 HP 1 0.37- jMEMO Low-E4 Sun Tempered Lauri. 0:53' ", 0.24 .HP Low-E4 SmanSun } 0.30' { 0.21 0.48 J HP Low,E4 SmanSun Tempered } 0.52 j 6 r 0.81- HP Low-E4 SmartSun w/Grilles 0.31 ! 0.19 } 0.42 `R ®� HP Low-E4 SmartSun 0.2 0:52 I .20. 6 1 .61 .,j■i E■ j ONES HP Low-E4 } 0.30 0.33 ` 0.57 I OMEN Tempered Lami. J. HP tow-E4 with Grilles 0:31 { 0.30 r 051 f MESS HP Low-E4 Tempered 0.50 0.36 } 0.62 {MOEN HP Low-E4 Sun } 0.31:. { 0.20 0.32 OMEN HP Low-E4 Temperfd Lami. 0.50' 1 0.36 1 0.60 J E i■E HP Low-E4 Sun with Grilles 0.32 j 0.18 �. 0:28 1 N O M E HP Low-E4 Sun Tempered 0.50 0.23 { 0:34 1 NONE HP Low-E4 SmartSun 0.29- ;} 0.22 "0.51 1 MMEN HP Low-E4 Sun Tempered Lami. 0.50 :} 0.22 } 0.33 } M ON HP Low-E4 SmartSun w/Grilles [ 0.31 0.20 } 0.46-. I'MME-S HP Low-E4 SmartSun Tempered 0.49- { 0.24 10.56. 1 NOSE HP Low-E4 } 0.26 ? 0.32 }-.0.55 10000 HP Low-E4 SmartSun `0.50 4 0.24 0.54 I M OM HP Low-E4 with Grilles 0128 _,{ 0.29 _0.49, �M■ Tempered Lami. 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I U-factor defines the amount of Mat Ions through the total unit m NFRC ratings are based on modefing by a third parry agency as validated by BPAf sq.N?°F.The lower the value,the less heat isWthrough anindependent test labin compliance with N(RC program and procedural the mike"Ind.Windex values represent non-tempered glass.Use of requirucents . tempered glass can increase U-faclu ratings See anderUM*WM CDM This data k accurate as ol November 4,2008.Due to ongoing product tar specific perlormance values.Dam values represent tempered glass. changes,updated test results,or new indushystmidards a requirements, Solar Heat Gain CoeHkien(M)defma the traction of solar M data maychange me time.Ra0ngs are for sbn speciied byNFRC �- radiation admitted through the glass both directly transmitted and for testing and certification Ratings may vary depending on use of absorbed and subsequeny released mcard.Thelaw the value tempered glass,different grille optima,glass for high allitudes,etc. - .1 the less but is transmitted through the product.• - p C� d 253 . :E c 130.00' a � I I I - I I - I I I • I I . . I I LOT 87 .. '. 20,800 +/— S.F.. ' I I Co CI I I I I i I I I o I o 0 N 27 24.0' — Dvrelling Rouse#2q Existing I Garage Foundation • I I � �._ Cn 1 I I I 130.00' HARTFORD AVE 1 I hereby certify that this foundation is located on the ground as shown,and that it conformed to the Town of Barnst', Zoning.By-Laws regarding minimum setback requirements at the time of construction,and that the dwelling is loca• in Flood Zone"C",as shown on F.I.R.M.250001 0015 C,for the Town of Barnstable,revised to 08/19/85. 05/: MAP: 103 1 SEC.: PAR.: 049 LOT: 87 HSE.124 NORMAN GROSSMAN PLS D, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel `�' Permit# ri 19 6 2 Health Division Z0 I-702 R 25 3AC;F{ED' o Date Issued 103. ?j Conservation Division �1. 2� 1 Cf� y'y9 „�- p IY j Application Fee �T— 1� �� . Tax Collector �} Permit Fee A>5 , Treasurer "( _ SYSM 1�9U51'BE �— --Div ISIU l�T 0 IN COr aPL�4N Planning Dept. WM TIM E�.E S Date Definitive Plan Approved by Planning Board ENVIRONNIENTAL COZ2 A''A0TOWN REGULP-1=3 Historic-OKH Preservation/Hyannis Project Street Address 7, L4/4 RT4oiz7g, Ax/. Village M s4onS /41 e 1 is Owner VAI M,11v" 2tThCSn r-Y Address 2 /In RT&P n X\/ Telephone SOH 41ZR 6-6/y Permit Request -to_ _ �;�c� ?�f 'x Z 7&--fAc,17 6-p gN Square feet: 1 st floor: existing II Sz. proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation? ejQ()Construction Type ��r Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) i- Age of Existing Structure Historic House: ❑Yes �o On qld King's Highway: O Yes 4No Basement Type: V Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 451P Basement Unfinished Area(sq.ft) � Number of Baths: Full: existing 1 new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: O-Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes Q l�No Fireplaces: Existing �_ New Existing wood/coal stove: OLYes ❑No Detached garage:❑existing 0 new size Pool:❑existing ew size Barn:El existing ❑new size Attached garage:texisting ❑new size Shed:Mexisting Cl new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes )bo If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name �z elephone Number 108 4/Z a t 6!y Address ZLl 14A4i enlen vL- License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE C/-2 5%03 FOR OFFICIAL USE ONLY . : . ,PERMIT-NO. — .V DATE ISSUED MAP/.PARCEL NO. ADDRESS VILLAGE OWNER . _+ 1 DATE OF INSPECTION: FOUNDATION FRAME vi � �0A, �2 ` YA INSULATION Ace, - - - f yr h FIREPLACE ELECTRICAL: ROUGH FINAL'_' PLUMBING: ROUGH FINAL' N_ .. F GAS: ROUGH FINAL y FINAL BUILDING ' ' ' 'r DATE CLOSED OUT r ASSOCIATION PLAN NO. t! r The Commonwealth of Massachusetts -- - Department of Industrial Accidents Oftlee ofloyestfgatlaos 600 Washington Street Boston,Mass. 02111 r Workers' Com ensation Insurance davit rn name. Wilk m v ES17 E R A RTfv R location: '• 2 �� S City ho ne # O y bi I am a homeowner performing ail work myself. [] I am a sole s rietor and have no one workin in %ca achy // q rkers co ensation for my p Q3':. % v :4k•;?9}}�. 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Y.q• , :•rr::r:•..:::}::•}^w:a::^x.:{.r4x.:^.:.:}:r}r.i .;Y..,...^.vh^..k?••.:4:w:•:Yf:v{:••;;•;•J•:4^.?'{.;n,.,.....v.f:v:....r..t?.f}K.:if:: .••w�:. ,..w:?.,&sfia9:.^. 2{�i..:c;}.,:'..{:?:a;.;..J�3',r..<.$$ ,tG.;i:,.+;i+.k}:+:}Y:.`,•}<:•:r.a::r.{$.•,?.:/.., far::.;;:v ;?.?k:aYY.;•:.....:^ :..,•r.}..}+ r:4}Y:;{1.;::::::•. nr.•55Y •:<i:Y?{r.,;.{•<}.•}:+.}•::r.t.:K}}:vJ...; 6 •1?.:x...'. .:Y.},•• +, •:• W:}Yvr r....v,.v:•.:}-•?:•:•;-Y;;Y}{.. •.}4.x...{:: v.•.r..: Q �•'�•'' ., +r�Y{:.xf.•.�.lF•$:•:::?:•:?ri:a:•^{Y::{::i 4::.h:•$!.v�: .......:• i..:....... „�required utter Section ZSA of MGL 152 can lead to the imposition of eriadttal penalties of a Sae nP to 51,500.00 mdlar gee to secure coverager� penalties the form of a STOP WOE ORDER artd a Sae of$100.00 a day against me. Imtderstaad that a one years'imprisonment as wen as ciyn p copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verincation. I do hereby certify under the ;Kenalties of perjury that the information provided above iv trap and correct Date j� �Q Signature I 46 9 Z print name Phone# oincial use only do not write in this area to be completed by city or town official perudt/license f� ❑Buffding Department city or town: []Licensing Beard osdectmen's Office ❑checkif immediate response is required ❑Health Department phone#; contact person: (dyed 9195 PJA) I Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is.defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including thelegal representatives of a deceased employer, onthe 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 rof another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or'renewal of a license or permit to operate a business or to construct.buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neitherthe commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and pply�g company names, address and phone numbers along with a certificate-of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of fim an_ce 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'Uwe'or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. ZZ City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permrt/license number which will be used as a reference number. The affidavits may be retained t� the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesrtate to give us a call. ` The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents flfflce of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 nhone#: (617) 727-4900 ext. 406, 409 or 375 �fISE To`PYll of Barnstable Regulatory Services �t »resres , _ Thomas F.Geiler,Director f p,19.i��°� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 ' Office: 508-862-4038 • Fax: 508-790-6230 Permit no. Date A Z�r 03 AFFIDAVIT HOME RyiPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERIYIIT APPLICATION MGL c, 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which.are adjacent to such residence or building be done by registered contractors,with certain exceptions, along with other requirements. Type.ofWork: `/ lC 25/ �� t�cher/ Ga�.�� Estimated Cost Address of Work: y 10AC t AO Rd AvE Owner's Name• i&If 1/i A,0a •��i �� c - — Date of Application: q -L 4- 03 I hereby certify that: Registration is not required for the following reason(s): nWork excluded by law ❑Job Under$1,000 []Building not owner-occupied ®Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME UYIPROVEMENT WORK DO NOT HAVE ACCESS TO TEE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c, 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date. Contractor a RegistrationNo. •2���- +e Owner's ame RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Aenovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW L,IMG'SPACE square feet x$96/sq.foot= x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF FMTING SPACE square feet x W/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.1� >120 sf-500 sf $35.00 Q>500 sf-750 sf 50.00 >750 sf-1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new budding permit: x.0031= square feet x$96/sq.foot= 3-Z STAND ALONE PERMITS x$30.00= Open Porch (number) x$30.00= Deck (number) Fireplace/Chimney —x$25.00= (number) inground Swimming Pool $60.00 - Above Ground Swimming Pool $25.00 ,. Relocation/Moving 5150.00 (plus above if applicable) Pe•rait Fee J 1 �y THE Town of Barnstable. CF Tp� Regulatory Services anRxsTABM ; Thomas F.Geiler,Director 039. .•�A Building Division rE0 MA'I Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION h Please Print DATE: /5-, 03 JOB LOCATION:. Zq intoM Avg Aas4ons r"Jis number r street e J village . "HOMEOWNER":W;1k1,n, 17tachESPl�y ��2 �of3'�Z�3-5b/y -781 - 7G0 07Z.`j name home phone# work phone# CURRENT MAILING ADDRESS: 1C wart- Isve t7il!y?soon r7T I Y 177A, oZG Y8 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. es that he/she understands the Town of Barnstable Building Department The undersigned"homeowner"cent minimum inspection pr dures d requirements and that he/she will comply with said procedures and requir�ts. ignature of Homeowner Approval of Building Official Note: Three-family.dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The 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 fomi/certification for use in your community. Q:forms:homeexempt i 5 LOCATIO OF PROPERTY LINES MAY NOT BE ACCURATE STANDARD LEGEND NOTE:not all symbols will appear on a map GOLF COURSE FAIRWAY '^r{ EDGE OF DECIDUOUS TREES EDGE OF BRUSH ORCHARD OR NURSERY 7---V--77 EDGE OF CONIFEROUSTREES MARSH AREA — EDGE OF WATER DIRT ROAD DRIVEWAY i PARKING LOT PAVED ROAD ---—--— DRAINAGE DITCH 't Ma -�-10 3 PATH/TRAIL p \ PARCEL LINE I mAp i m MAP# 21 PARCEL NUMBER F, 1 #1e60 - HOUSE NUMBER cu p 103 n �`(�Fi 2 FOOT CONTOUR LINE -- - 10 FOOT CONTOUR LINE 2-4 Elevation based on NGVD29 >\a.9 SPOT ELEVATION STONE WALL -' -X—X- FENCE -3 RETAINING WALL RAIL ROAD TRACK STONE JETTY r "r SWIMMING POOL PORCH/DECK s 0 BUILDING/STRUCTURE r- F4+A- DOCK/PIER Q HYDRANT e VALVE O MANHOLE o POST 0" FLAG POLE T O W N O -F B A R N S T A B L E G E O G R A P H 1 C 1 N F O R M A T 1 O N S Y S T E M S U N 1 T a SIGN ® STORM DRAIN N PRINTED SCALE:IN FEET *NOTE:This map a an enlargement of a **NOTE:The parcel lines are only graphic representations DATA SOURCES: Planimetrics(man-made features)were interpreted from 199S aerial photographs by The James D UTILITY POLE ❑ TOWER -' - - ---- 1°=100'scale map and may NOT meet of property boundaries.They ore not true locations,and W.Sewall Company.Topography and vegetation were interpreted from 1989 aerial photographs by GEOD w e 0 ,_ )5 30 National Map Accuracy Standards at this do not represent actual relationships to physical objects Corporation. Planimetrics,topography,and vegetation were mapped to meet National Map Accumcy Standards : 1 INCH=30 FEET* enlarged scale. on the map. at a scale of 1"=100'. Parcel lines were digitized from FY2003 Town of Barnstable Assessor's tax maps ¢ LIGHT POLE o ELECTRIC BOX i t r s. i! f :} 1 F+ n �t t } f i f i J t 4 R? a wo s,tl 'T a P�, 1 1 f r � � f � � f . i i f j i f f s 2 1 F ail + � f b s. 1 s i f E 1 Z,xy SKOE e i 3 ! ( t F 1 E r 1 I E Zx t j r n_4:.u0 Sit PLAN REFERENCE : BARNSTABLE COUNTY REGISTRY OF DEEDS PLAN BOOK 157, PAGE 97. 130.00' I I I I I I . I I I I I I LOT 87 I I 20,800 +/- S.F. I I I I I I I I I I � I o 0 0 0 a Existing 24.9 pRrelling — — ,louse#24 I Existing Garage Foundation I I ,voof I I �� Cl) I I I � I I I 130.00' HARTFORD AVE � M. I hereby certify that this foundation is located on the ground as shown,and that it conformed to the Town of Barnstable Zoning By-Laws regarding minimum setback requirements at the time of construction,and that the dwelling is located in Flood Zone"C",as shown on F.I.R.M.250001 0015 C,for the Town of Barnstable, revised to 08/19/85. 05/27/04 MAP: 103 1 SEC.: PAR.: 049 1 LOT: 87 HSE.:#24 NORMAN GROSSMAN PLS DATE `tM or FOUNDATION LOCATION PLAN LOT 879 #24 HARTFORD AVE, W)SSN�" '- BARNSTABLE, MA. o�>ssr�+ara i No. i?77- SCALE : 1" = 20' Norman Grossman, P.L.S. 10 Marsh View Road DATE : May 27, 2004 PLAN NO. : C- 839 East Falmouth, Ma. 508-548-1920 I !� - - - - - - - - - -. - - - - - - - - - : - - - - - - I � I � \ i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . EXISTI G HOME a i (2) 91"x1j" LVS's\ JOINED TOGETHER \ _ _ _ _ _ _ _ _ _ _ _ _ _j _ _ __ _ _ _ _ _ _ _ _ _ \ NEW WALL W/ POST \_ — — — — — — — — — — — — — — — — — — — 00 \" —; NEW WINDOW NEW WINDOW — 1 64" 136" 64" 264" i Duchesney Residence NEW ADDITION Reside DWG NO. A- 1 — ADDITION FLOOR PLAN SCALE: 1/4"=1'-0" SHEET: 1 of 2 IMPORTANT ANY CONSTRUCTION THAT INCREASES LIVING SPACE BEYOND 1200 SQ. FT. PER LEVEL MAY REQUIRE THE INSTALLATION OF ADDITIONAL SMOKE DETECTORS. NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL PERMIT DOES NOT SATISFY THIS REQUIREMENT. ® O O OOOO �0 p" L;c 0 SCALE = 1/4"=1 '-0" s - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L -- - - - - - - - - - 1 / I ' / / - - - - - - - - - - - - - - - - - - \ \ i ! — — — — — — — — — — — — EXISTI G HOME -j - — — — — — — — — — — — — — — —!— — — — — — — — — — — — — — — �— - - - - - - - - - - - - - - - - - -� L _ 1 NEW WINDOW NEW WINDOW 64" 136" 64" 264" NEW ADDITION Residence: Duchesney Residence DWG N0. A- 1 — ADDITION FLOOR PLAN SCALE: 1/4"=1'-0" SHEET: 1 of 4 I i I j j i I � ' I EECI ,TINGE HIOME ; I (2) 9j"x1j" LVS'S JOINED TOGETHER I g LI LI i (go NEW WINDOW NEW 2x8 FLOOR DO NEW WINDOW JOISTS TO TIE INTO NEW WALL W/ EXITING FLOOR JOISTS SUPPORT POST 64" 136" 64" 264" NEW ADDITION Residence: Duchesney Residence i DWG NO. A-3 — ADDITION JOISTS LAYOUT SCALE: 1/4"=1'—O" SHEET; 3 of 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - / I \ \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - \ \ - - - - - - - - - - - - 200 0o RISER EXISTING HOME \\\ NEW \ ROOF LINE \ NEW M ROOF \ RAFTERS 16" O.C. \ J EXISTING FOUNDATION ILL — - I f /, V( NEW WINDOW NEW WINDOW 64" 136" 64" 264" i NEW ADDITION Residence: Duchesney Residence DWG N0. A-4 — ADDITION ROOF JOISTS 4 SCALE: 1/4"=1'-0" SHEET: 4 of 4 16„0 C. . 2X105 2 x 8's 16"0.C. 2 x 10 2 x 10's 16"O.C. i ' SCALE i ' .�-.-,—p.:��.e--'--.�-.�.-.-��.,,. _..__ ..___.__.._ ;.__...___..�.........,..........�.r«.._...._�._....,.,..__-ter._...�_�.......`...-___- .-......_.... _.__......,_.._,.;...,..r..-..............�..._---�—•.--_— book �r Y� � r Ij r o ' g i p: { � � I I i f 1 { i s 3 +C � 1 � i 1 � 1 { y i a x � t _._.___._..__....._.___._..__._..---._...___................ _-----