Loading...
HomeMy WebLinkAbout0032 BROOKSHIRE ROAD M { M i IE i { TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map '3 2- Parcel Application Health Divisionl/ S D 3� ` Date Issued Conservation Division ;.'':ApplicatioW Fee Planning Dept. UY -'Permit Fee' 7 Date Definitive Plan Approved by Planning Board T = Historic - OKH _ Preservation/Hyannis Project Street Address f Village Owner ✓ �/ Address ` eg Telephony �_ , % �O Permit Request l` 191t ! F rZ� Square feet: 1 st floor: existing proposed-- 2nd floor: existing 3,*proposed--0'!24� Total new —� — Zoning District S -4— Flood Plain A60 Groundwater Overlay Project Valuation Construction Type f Lot:Size o f"� . '�., Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ml_ Two Family ❑ Multi-Family (# units) Age of Existing Structure Z /Z5` Historic House: ❑Yes � No On Old King's Highway: ❑Yes No Basement Type: a'Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) ��6 v�-' Basement Unfinished Area(sq.ft) 7 Number of Baths: Full: existing Ali' 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: ❑ Gaffs' L�Y61 ❑ Electric ❑Other Central Air: ❑Yes ❑1(0 ' Fireplaces: Existing�0 — New Existing wood/coal stove: ❑Yes C110--, Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Usel 44� Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER)Name�Ae� Telephone Number v� Address—S &A0Z Al tz License# Home Improvement Contractor# ` �Z6� "/orker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO ��✓�vt SIGNATURE i DATE _ r F FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. � s f ADDRESS VILLAGE OWNER DATE OF INSPECTION: t FOUNDATION r FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT E ASSOCIATION PLAN NO. - The Commonwealth of Massachusetts Department oflndustrial Accidents Office of Investigations ' d 600 Washington Street Boston, MA 02111 a4 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Elee'tricians/Plumbers Applicant Information ase Print LeLyibly Name(Business/Organization/Individual): Address: 411 City/State/Zip f Phone.#: 6 — 3 Are you an employer? Clieck the appropriate box: Type of project(required): 1.0 I am a employer with . . . 4. I am a general contractor and I employees(full and/or part time).*. have hired the sub-contractors 6. New construction ;l 2. er- meted on the'attached sheet. T. Remodeling _av_e no er loyees These sub-contractors have g• i Demolition cin for me in any capacity. employees and have workers' 9. . Building addition [Nocomp. insurance.# required.] 5. We are a corporation and its 10.❑Electrical repairs or additions .3. I am a homeowner doing all work officers have exercised their ME]Plumbing repairs or additions myself.[No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4), and we.have no employees. [No workers' 13.❑ Other 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. IContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.M 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 tip to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day.against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance overage verification. I do hereby certi unde .e aiTa naftrer-of ury that the information provided above is true and correct Simafore: Date: Phone#: Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License#. Issuing Authority(circle one): 1.Board of Health '2.Building Department 3. City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector_ 6. Other Contact Person: Phone#: l Information and Insttuctions 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 compliance Aith 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.conti actor(s)name(s),.address(es)and.pbone numbers) 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 t____ �n F e. r, A,4 ;. �., nl;rnnf Please be sure to fin in the permitilicense number which will or,useu aS a LCICIC11ce ILw: �a. .0?+�...�.+.., -._ -1 l-- —-- 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 (Le. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax nummber: The e6mmonweal.th of Massachusetts Department of Industdol Accidents Office of InvestigadQns- 600 Washington Street ` Boston,MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727=7749 Revised 11-22-06 www.mass.gov/dia ENERGY CONSERVATIOWAPPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED SIDENTIAL'CONSTRUCTION (7s0 CMR 61.00) Applicant Name: Site Address: 7 L1� z 2 . 149 print Town: /"VIAJ. Applicant Phone: JG k— �7''8 Applicant Signat Date of Application: . r NEW CONSTRUCTION: (eboose ONP of the following two-options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab O tion 1: Basement P Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value wall R Value AFUE HSPF SEER RVl R-Value -Value and Depth National Appliance Energy 3 5 R-3 8 R-19 R=19 R-10 R-10, Conservation Act(NAECA)of 4 ft.- 1987 as amended,minimums or eater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: REScheck Version 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2) REScheck—Web which can be accessed at http://www.energycodes.goy/rescheck/ ADDITIONS.OR:ALTERATIONS"TO EXISTING BUILDINGS.O'VER 5 YEARS OLD* *Buildings under 5 years old musf use option#1 or#2 in New Construction section above. Complete the following formula to determine the %o of glazing: (a) Gross Wall &Ceiling Area equals Formula: (100 x b_ a) _SF 100 x -2�__�% of glazing (b) Glazing area equals SF b a If glazing is<-"40%.uge the chart below. If glazing is > 40 % rgceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM . MINIMUM Fenestration .Ceiling and wall Floor Basement Wall Slab Perimeter U-factor Exposed floors R-Value R-value R-Value R-Value R-Value and Depth .39 R-37. a R-13 . R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not Qompressed over exterior walls, and including any access openings). ' SUNROOM—An addition or alteration to an existing building/dwelling unit where the total glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form (found in Appendix 120.P) ,t 1V12SS2C1111SeLTS 1.11e.C.t�j.ISL 101- l�Ul11�J11�111C L (/8u t:nlitssui.!.i.i� Loadb�-,.aring Wall Connections Lateral (no. of 16d common nails)................................(Tables 7)..................................................... Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Table 8)...................................................1... Lbad Bearing Wall Openings (record.largest opening but check all openings for compliance to Table 9) Header Spans ..........................................(Table 9)..............I.................... ft_in.5 11' ✓ Sill Plate Spans ........................................................(Table 9).................................._ft_ in.5 11' Full Height Studs (no. ofstuds)....................................(Table 9).................................I...... ......... ....... Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9) / HeaderSpans.............................................................(Table 9)..................................�{t_ < Sill Plate Spans.... ................. .....................................(Table 9).................................. (t_in.5 12" _ t/ 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 Opening2 ............................ 5 6'8" Sheathing Type............................. ................(note 4)....y�.....C,.. ... ........................�_ � 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)........................................................ _ Percent Full-Height Sheathing...................:...(Table 10).:.... ............................................ % 5%Additional Sheathing for Wall with Opening > 6'8"(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest OpeningZ........................ ....... 9 Type ( ) '�L.-......;.... ' Sheathing T e............................. ......:......... note 4 ......�... . . �.�..... . '............... Edge Nail Spacing Table 11 or note 4 if.less)........................ in. Field Nail Spacing ........... Table 11 .........:....................................... in. P g.............................. . ( ) / 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).................... e ,Nall Cladding //11 Rated for Wind Speed?....:..............C-e-C6.1,... ` .' . ............................................................ ZOOFS. BRS Website)Roof framing member spans checked?....... (For Rafters useAWC Span Tool see B Roof Overhang ...................................................(Figure 19) ............. t ft 5 smaller of 2' or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.......................I........................(Table 12)......:..........................I..........U-2J7 plf Lateral...........................:.................(Table 12).............................................L= 2-pif Shear...............................................(Table 1f).......:..: ...............................S=2 plf Ridge"Sirap Connections, if collar ties not used per Page 21... Table 13)...............................T- . f r`.,F,I� 1701(o fli iHnnl�er. (Figure 20) ............. ft 5 smaller of 2 r 2 ' �o� Truss or Rafter Connections at Non-Loadbearing Walls / Proprietary Connectors V/ Uplift.................................. ..............(Table 14)..............I.............................U= lb. Lateral no/.,of 16dcommcin nails)...(Table 14)....'...................................L= . 1b. Roof Sheathing-Type...._P-1 ..&.. . ........... .......... .(per 780 CMR Chapters 58 and 59) ............. Roof Sheathing Thickness...�....... ... :. '.............................. .............. in. >-7/16WSP Roof Sheathing Fastening................:..........:.................(Table 2).......... ..,.....�'..:.......................— is checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of CMR.5301.2.1A Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not uired 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 eption: Opening lieights of up to 8 ft shall be permitted when 5% is added to We percent full-height sheathing firer ents shown in Tables 10 and 11. . bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 1TACl3JCLUTALJ.0I LUO vX- A r� L 1 Check Comptiancc R - SCOPE ,.. 110 mph Wind Speed.(3-sec.gust)............................................. ............:......... ............................................. WindExposure Category ...................... ....................................................... .....e Wind Exposure Category.............. Engineering q .En ineenn Required For Entire Project ..........................."........... APPLICABILITY P LJ Number df Stories (a roof whi exceeds .i 2 slope e shall be 2 nsldered a story) stories s 2 stories RoofPitch ..............................: ..... .. ...... .( 9 ) ........_........•.............. ... far _ - _ Mean Roof Height """' _g ...........•..........._ :..(Fig 3 .............:.. .. ft 80 <33 Building Width',W ......................... ( 9 )............�..... .�: < ���,�,, .................._ft s 80' —� •Building'Length, L .................................. ...fit`�r............(Fig•3)........._........`_ ......... 5 3:1 Building Aspect Ratio (UW) .................... ... ........:....:(Fig }....._........., .. ._... ... .... ._.. ._....... <6 8° ✓ Nominal Height of Tallest Opening ........:.................... .... ( g )................ FRAMING CONNECTIONS .............. General compliance with framing connections.:..................(Table 2)................................................. FOUNDATION Foundation Walls meeting requirements of 780-CM 404.1 f( Concrete........ -,. ...•.. .. ... j .................... Concrete Masonry ..................... .... '.... . ...... .....:...:............ ANCHORAGE TO FOUNDATION"'.' 5/8"Anchor Bolts:imbedded or 5/8' Proprietary Mechanical Anchors as an alternative in concrete only in. ....:.:.(Table ............................................. . Bolt Spacing-general ...........I.........I............. ( ) in.< 12� Bolt Spacing from endi)oint of plate .............................(Fig 5)..................il.__............. in. ;'7" Bolt Embedment-concrete...........................:..............(Fig 5)...... .....i j—in. >- 15" Bolt Embedmen,-mason (Fig 5 PlateWasher.................::...............................:.............(Fig 5)................... ..:..................>_3'x3"x'/�" =LOORS door framing member spans checked ..'.......:................:....(per 780 CMR Chapter 55)................................... Maximum Floor Opening bimenslon....:..............................(Fig 6)........ \. ft<_12' =ull Height Wall Studs at Floor Openings less than 2' from Exterior Wall (Fig 6).......,.... A13ximum Floor Joist Setbacks _ ft. < d Supporting Loadbearing Wails or Shearwall................(Fig 7)............................... vlax!Mum Cantilevered Floor Joists _ft ._<d Supporting Loadbearing Walls pr Shearwall................(Fig 8).............................. -� (Fig 9)................................... '=1oor Bracing at Endwalls.................................................... .•.....:......:... :loor Sheathing Type .................::.................(per 780 CMR Chapter 55),.. �/• ......... -loot Sheathing Thickness ................................................ (pe780,CMR�nailPs aiter 55) in edge/ i field -loot Sheathing Fastenin • ••••••••••••••••••••••••••••••••••ti'Table `�" " VALLS Vail Height ft < 10 Loadbearing walls..........:................ (Fig 10 and Table 5)......................... - g �i ' ft s2 Non-Loadbeanng walls •...............................................(Fig 10 and Table 5)......... yin. 24.o.c. Vail Stud Spacing ..................................................... ......(Fig 10 and Table 5)....../;k.--- .-.._ Vail Story Offsets .............(Figs 7 8: 8)............................................ ft d XTERIOR WALLS flood Studs Table 5 _ - ft�1 Loadbearing walls ( )............................__2x ; ............................ _........(Table 5) ..•.............2x ?�— ft—in Non-Loadbearing walls "•"""""' ;able End Wall Bracing • (Fig 1 D)....................... ....: ..r.1.............................. .......... Full Helght Endwall Studs....................................... ft>W/3 � (� WSP•Attic Floor Length............. (Fig 11)...................... .....Gypsum Ceiling Length (if WSP hot used :..,(Fig Fl 11 Z. _ft D 9W �' .. and 2_x 4 Continuous Lateral'Brace 6•ft. o.c. .. (Fig11 •••••• •• .................. ""'or 1 x 3 ceiling furring strips @ 16'spacing min_with 2 x 4 blocking @ 4 ft..spacing ih end joist•or trust bay sy�z ouble Top Plate / (Fig 13 and Table 6).......V'>.� Splice Length G-� Splice Connection (no, of 16d common nails)..............(Table 6).................:. i JOB NO. B09-02 NOTES I Langton.dwg 1. LOCUS IS A.M. 328, PARCEL 58. 2.`LOCUS IS IN FLOOD ZONE. C ON FIRM DATED AUGUST 19, 1985. o_ 3. OFFSETS SHOWN ARE TO THE CORNERBOARDS ON EXISTING BUILDINGS, OR TO FOUNDATION ON NEW CONSTRUCTION. 00 4. HEALTH DEPARTMENT REPORTS LOCUS 1S ON TOWN SEWER. 00 N F / CHRISTENSEN N/F Ex�St. Fence . 15 S.F. �� �� 78.53, GHETTI 4'-6" X 3'-4" 50" E PROPOSED ADDITION a, 99 7 0 25.0• 3. --._ co ` EXIS 2is• LNG:? opus-M: LOT 32 r (� :> �36f F2 x,st.. 7,16 24.g 0 S.F. l3 nc clq 49•8' ^�p N/F cv O N N M PISSAREKO O98.42' a PROPOSED ADDITION c IV 78 53'g 10 S.F. p� W L .: �! N/F BREHAUT N/F" DALLACOSTA I CERTIFY THAT THE LOCATIONS SHOWN ON THIS PLAN WERE MEASURED IN THE FIELD ON 5/20/09. ASBUILT PLAN FOR .�HOF s STEPHEN LANGTON EL ti� LOT 32, 32 BROOKSHIRE ROAD, HYANNIS, MA 0 # 77 MAY 21, 2009 SCALE: 1"=30' �tioSo � RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN S O D P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2009 BY R.J. CADILLAC (508) 775-9700 Town of Barnstable 'THE rq�y Regulatory Services Thomas F.Geiler,Director • swal,tsrwste. , 116,1 6 Building Division lFD Tom Perry,Building Commissioner 200 Maui-Streeter Hyannis;Nbk--02601 _........ .. ._ _.._. .. .. _._....._... www.town.barnstable.ma.us Office: 50 8-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION G� Please Print DATE: S' `� , Q / Q JOB LOCATION: number' ] �js/ "HOMEOWNER": � name home phone# work phone# CURRENT MAILING ADDRESS:2 cityho state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellinirs 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 HOMEOWNIER Persons)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 strictures. 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 Imder 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."homeown certifies that.he/she tmderstands the Tpwn of Barnstable,Building Department minimum inspection p oced es and requirements and that he/she will comply with said procedures and r ts. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Sectiou'127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that Any bomeowver performing work for which a building permit is required shall be exempt from the provisions of this section(Section 1D9.1.1 -Licensing of construction Supervisors),provided that if the homeowner engages a persons)for hire to do such work,that such Homeowner shall ad as supervisor." Many homeowners who use this excerption 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 unlicertscd person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the bomeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that�dshe 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 sucb a fomr/certification.for use in your community. Q:forms:homcaxcmpt r 4 �IWE Town of Barnstable . Regulatory Services 9i�sas�i'E� Thomas F.Geiler,Director ��En►aa'Ia,� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.b arnstab le.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 Pro a Owner is applying for ermit 1 com lete P rty . P P P Homeowners License Exemption Form o the reverse side. Q:F0 RMS:O WNERPERMISS10N L oFIMEtp Town of Barnstable Department of Health, Safety, and Environmental Services snxxsrnai.e. MASS.i639• Public Health Division �0 A'E01 A0� 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Thomas A.McKean FAX: 508-775-3344 Director of Public Health June 10,2004 Mr.John S.Kamb 32 Brookshire Road Hyannis,MA 02601 NOTICE TO ABATE VIOLATIONS OF THE STATE SANITARY CODE,CHAPTER 2, 105 CMR 410.00 AND THE TOWN OF BARNSTABLE RENTAL ORDINANCE,ARTICLE 51 The property owned by you located at 32 Brookshire Road,Hyannis,MA.was inspected on June 9,2004 at 1:38 p.m. by Thomas McKean, Health Agent for the Town of Barnstable, because of a complaint. The following violations of the State Sanitary Code, 105 CMR 410.00 and of the Town of Barnstable Rental Ordinance,Article 51 were observed: 105 CMR 410.482: No smoke detectors provided at the first and second floors of the dwelling. 105 CMR 410.602(A): Pile of discarded plywood boards, several plastic bags, and other rubbish observed on ground at right rear area of property. Also an abandoned couch, discarded chair, and other debris were observed on ground behind dwelling. 105 CMR 410.500:Rotted wooden window sills observed at the exterior of the sun porch(rear windows). Town Ordinance Article LI and 105 CMR 410.481: Name, address and telephone number of owner not posted on a twenty(20)square inch sign outside the dwelling adjacent to the main entrance. The violations of 410.482 and 410.602(A) shall be corrected within twenty four hours. You are ordered to provide smoke detectors at the first and second floors of this dwelling within twenty-four (24) hours of your receipt of this letter. You are also directed to remove all rubbish, abandoned couch, chair, and other debris from the property within twenty-four hours of your receipt of this letter. Also,you are ordered to correct the violation of Town Ordinance Article LI and 410.481 by posting your name, address and telephone number on a twenty (20) square inch sign outside the dwelling adjacent to the main entrance within ten(10)days of your receipt of his letter. In addition,the rotted window sills shall be repaired within thirty days of your receipt of this letter. You may request a hearing before the Board of Health if written petition requesting same is received within seven(7)days after the date the order is served. Non-compliance will result in the issuance of non-criminal ticket citations of$100.00 each. Each day's failure to comply with an order shall constitute a separate violation. Three $100 non-criminal ticket citations were ed to you for the violations observed on June 9,2004. PER ORDE O THE BOARD OF HEALTH as A. McKean Director of Public Health . . • ���.,.�� ����� i CIF.-: • 1 ` Ix. i u t j t � � � a � a i ' ; AL xM ,. L fp- ` y h B0�$E M Double 1-3/4" x 5-1/2" VERSA-LAM® 2.0 3100 SP Floor BeamT1301 BC CALC®2.0 Design Report-US 1 span No cantilevers 1 0/12 slope - Friday,June 12,2009 07:34 Build 285 File Name: S Langton_Brook Job Name: Description: F1301 Address: 32 Brookshire Roads Specifier: Joe Madera City, State,Zip: Hyannis, MA Designer: Customer: Steve Langton Company: Shepley Wood Products Code reports: ESR-1040 Misc: s a � ,i .sue JR, .� „Dii.w �, .�k .: ,.. ,��.,:'' �,�a,.� .� •�� s 05-06-00 BO,3-1/2" B1,3-1/2" LL 495 Ibs ILL 495 Ibs DL 544 Ibs DL 544 Ibs SL 371 Ibs SL 371 Ibs Total Horizontal Product Length=05-06-00 Load Summary Live . Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area (psf) Left 00-00-00 05-06-00 40 10 04-06-00 2 Unf. Lin. (plf) Left 00-00-00 05-06-00 80 n/a 3 Unf.Area(psf) Left 00-00-00 05-06-00 15 30. 04-06-00 Controls Summary. Value %Allowable Duration Case Span Disclosure Pos. Moment 1,630 ft-Ibs 28.5% 115% tiw 2 1 - Internal Completeness and accuracy of input must End Shear 1,026 Itis 24.4% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. L/787 (OXT') 30.5% 2 1 output as evidence of suitability for Live Load Defl. L/1,282(0.047") 28.1% 2 1 particular application.Output here based Max Defl. 0.077" 7.7% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 11.0. n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 1,411 Ibs n/a 15.4% Unspecified (8 ask questions,please call 61 Post 3-1/2"x 3-1/2" 1,411 Ibs n/a 15.4% Unspecified 00)232-0788 before installation. i BC CALC®, BC FRAMER®,AJSTM, Notes ALLJOIST@),BC RIM BOARDTM BCI@), BOISE GLULAMT"" SIMPLE FRAMING Design meets Code minimum(L/240)Total load deflection criteria. SYSTEM®,VERSA-LAM@),VERSA-RIM Design meets Code.minimum (L/360) Live load deflection criteria. PLUS®,VERSA RIM@), Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD@)are trademarks of Boise Wood Products, Connection Diagram L.L.C. �b d a'. Cr a minimum=2" c= 1-1/2" b minimum=3" d= 12" 1 Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 A lR,OOf DEPTH (STANCE FROM RIDGE • t �P Qrl VEkHAN, I5TANCE TO BEARING t r � {. FLOOR JOIST . s I5TANCE TO BEARIN OTAL DISTANCE L U® Plans For New Mud Room Front View m 3.2 Brook Shire, Hyannis, Ma. 27'-0" Steve Langton 05/12/09 Scale 1/4" -= 1' r-- - - - - - - - - - - - - - - - - --� New Mud Room Framing I I -Roof Pitch 8/12 to Match Existing Roof INew 8 Pitch Roof to Match Existing Roof -Roof- 3' Cobra Vent I -8ti tubes 4t-0tt Deep Existing Building_ — _ — — _ — _ -Platform 4'-6" X 3'-0" X 7" ( � - - - - — - - - - - - - II -2X6 Floor Joists -2X6 Walls -2X8 Roof Rafters 8'-0" New I I -1/2 Plywood Sheathing 6 X3-4 6'-8" I -Door-3'-0" X 6-8" -Insulation Floor R-19 II - - - - - - - - - � � I Wall R-19 New,b :.�4'-6"X 3'-o,X 7" ' Set,Back 3 0' from Street 4'-0„ - 8 Hol s 7" Deep - 4-3/8 Lags to House Frame & 16D 8" Spaced New "Tubes Set 48"Deep 4'-6" 1_4 New Mud Room Right Side View r-4° Top View 114" i 27-0" --- Existing Building - - - II L V-'4„ - - - - -_- _ 9'-9" I Existing Building - � 1"4" — 8'_0 14 New Mi t I Room Mu J Roo I 3'-4 1'4 New Platform Npw Platjbrm', 3'-O�� - '4'-6'X X-0';7'Rl%e . 711 3'.0° 3.4 • 4'-0" 4'-6" �— 30'Setback from street ew 8"Tubes 30' Setback ��. et 48"Deep From Street Plans for 32 Brook Shire. Hyannis, Ma. Right Side View Steve Langton 05/1 Z/Q9 Side View From Rear Scale 1/4''= 1' - New Mud Room to Existing Porch -Side Set Back 23' To Fence Existing Unheated Porch Existing Unheated Porch -No Heat To Be Remodeled To Be Remodeled -8" Tubes 48" Deep -2"x6" Floor Joists -2x6" Roof Rafters N Window 4'-5 1/2" -2X4" Walls U 00 Rough Opening � n � n 91_311 -Door 2-8 X 6-8 4'-5112" Window. J 8�41 5'_2" Rough Opening -Platform 3'-4" X 3'-0" X 5" Rise s'-2" -8 Pitch Roof to Match Existing Roof 8'_p Set Back 23' From Fence -Insulation Floor R-19 3'-61/2 Wall R-13 1 Roof R-19 -Cobra Vent in Roof 1'-4" 1.4 1'-4" - 5/8 Hold Down Bolts 7" Deep 4'-0". I 12'.0" _1 - 4-3/8 Lags to House Frame & 16D 8" Spaced 1 12'-0" _1 3'-0" 31_p" Rear Addition Top View For Existing Porch No Heat -2X6 Header Existing -Front Center Support 4X4 King Studs & 2X4 Jack Studs Existing unheated Porch To Be Remodeled I I -Corner Suport Front 4X4 King Studs & 2X4 Jack Stud -Left Side Corner Suport 4X$ King Stud & 2X4 Jack Stud -Rough Door Framer 4X4 & 1 Jack Stud EXISTING BUILDING ( -Rough Sill 4X4 -Walls 2X4 16" On Center New window I o"— — New Rough Opening -Rough Window Oppening 5'-2" with 4'-51/2" Lift Mud Room 5'-2"x4'-51/2" I I I -Windows By Harvey, Casement Type, U Factor .035 91-311 Y-4"x Y-O"x 8'-0' 8'-0" I -Insulation R-13 Right Side Existing Porch No Heat Existing Building 3'-6 1/2' I ( -Header 2X6 Plate 2X4 Existing --- -Corner 6X4 King 2X4 Jack — `' — J I Center 4X4 King 2X4 Jack r-4" -Rough Sill 4x4 '-4 2 " -Walls 2X4 16" on Center 3'-0" — — — ,P w Tub ' — — — — — N 00 1'-4" - Insulation R-13 Diame a'0"Dep • • , -Windows Harvey Casement Type, U- Factor .035 �.. .PLATFb]tM Set Back 23' 3+-4"X 3'-0" 3.0 From Fence 5"Rise i T-8" i _ 6'.0" _: L "` 3'-4" ( T-8" 3'-4" 6'.011