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HomeMy WebLinkAbout0029 DOLAR DAVIS ROAD 2q, p N . v o Town Of BRrIISfii� Regulatory Servdces i� g r3' Thomas F.Geiler,Director s/t) , 7 9 l l Building Division � : Tom Perry,Building C oner 200 Main Street, Hya�si www.townbarnstablema:nsp Office: 508-$62-4038 Fax:; 508-790-6230 PERMITS ©��U d FEE: $ SHED REGISTRATION 200 square feet or less Location of shed(address) `Tlage Property owner's name 3-Telephone number r Size of Shed Map/Parcel# Date Hyannis Main Street Waterfivut Historic District? F.. Old King's Highway Historic District Commission jurisdiction? If over 120 square feet,you must f le with Old King's Highway Q Conservation Commission(signature.is.required) v Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COAUMSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-fom-shedmg REV:05201 J i. -f D �. ? co f I. ^ 2,1 7 i eck Design CIO Y and Windows desk or Commercial Sales desk 1 Lowe's store. you find the materials you need. ign's Project ID is: 60461 { on Apr-28-2015 fright 02015 DIY Technologies ID:628360461 re# 1889 Town of Barnstable , oFTHe,q�, Regulatory Services Richard V. Scali,Director Building Division BARNSTABLE MA83. A a.a"s*e�•axrtxhue•mnm•wru"is ry, Thomas Per , CBO 1639. `00 1639-2014 ArED"" � Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 September 17, 2015 Diana Wingren 29 Dolar Davis Rd. Centerville;MA. 02632 RE: 29 Dolar Davis Rd., Centerville, Map: 171 Parcel: 217 Dear Property Owner; This letter is to inquire on the status of building permit application number 20 0901263 issued to construct an addition at the above referenced property. As you may recall,this office issued a building permit on or about April 30, 2009 and to date there is no record of a final building inspection. Please contact this office to arrange for inspection or provide an update as to the progress of the work. Thank you for your anticipated cooperation in this matter. Respectfully, Xauon Local Inspector j effrey.lauzongtown.barnstable.ma.us (508) 862-4034 4 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION— Map l7I Parcel..- a 01`1 Application.. #_c;0&MJc)(Q3 L4 i�A Health Division -Date Issued Conserv4on Divisio' n Application Fee Planning,Dept. "'.Permit Fee .X Date Definitive'Plan Approved by Planning Board Historic OKH Preservation Hyannis Project Street Address ts4CLYL hMV15 Village fit Owner W Address 49 r; Telephone SON-W01-00V Permit Request V&) VW 1,IV 0 k ZIrL Square feet: 1 st floor: existing 630proposed 3102nd floor: existing WO proposed Total new cla — Zoning District: .-Flood Plain Groundwater Overlay Project Valuation Construction Type Wooetirrame Lo t Size &5�' • Grandfathered: 0Yes J No If yes, attach supporting documentation. Dwelling Type: Single Family Two, Family LJ Multi-Family(# units) Age of Existing Structure a Historic House: LJ Yes YNo On Old King's Highway: LJ Yes U"No Basement Type: 2(Full U Crawl LJ Walkout LJ Other Wf4AJ 49zLuPJ Basement Finished Area(sqft.)i nowwo, Basement Unfinished Area(sq.ft) A-0 r Number of Baths: Full: existing- Q1 newt Half: existing new Number of Bedrooms: 6 existing 0 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 9/Gas LJ Oil J Electric LJ Other Central Air: LI-Yes dl/No Fireplaces: Existing_L_New Existing wood/cd I al stovqj,,LJ Yes VNo.1 Detached garage: LJ existing Li new size_Pool: Ll existing LJ new size Barn: LJ exilting L1�'new.--,;size_ Attached garage: 3/existing LJ new size —Shed: Q existing J new size Other: 2 C� Zoning Board of Appeals Authorization Ell Appeal # Recorded J Commercial LJ Yes U/N o If yes, site plan review# 00 r10 r- Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name s Telephone Number S0-41Q0-0Or Address A9 �dnl imkL_ "V License # It k OK &X-kA N\AZt. Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THISPROJECT WILL BE TAKEN TO 0/1 SIG q/oy FOR OFFICIAL USE ONLY n APPLICATION# DATE ISSUED MAP PARCEL NO. ADDRESS VILLAGE OWNER i F DATE OF INSPECTION: FOUNDATION �bo ��IN10 FRAME S co v S] ,S INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 6 I0h,3 I3 w DATE CLOSED OUT r ASSOCIATION PLAN NO. t The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations- ' 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly `Name stneu s O�'rgattization/lndividual): _ /G(,t]Cj /n 0,,-e6 City/State/Zip:--'..--1,Pn ill ',�� OM), Phone LIa'b 0o196_ Are you an employer? Check the appropiiate_bo Type of project(required): 1.❑ I am a employer with Q4•_ _I azn a general c. ' ---� * hav`e`fiired the sub-contractors 6: E]New construction employees(full and/or part time). � 2.❑ I am a sole proprietor or'partaer-' Glisted_on the=attached shee T. ❑Remodeling ship and have no employees �= brcontractors_ have` g.'❑ Demolition working for me in any capacity. �employee's•and-have-workers'`: r B [No workers' comp.�insurance comp.insurance.t 9. f/uil addition _ required.] 5. ❑ We are a corporation and its '10. Electrical repairs or additions ❑ .3.❑_ ll.w I am a homeowner doing aork., officers have exercised their, 11.❑Plumbing repairs or additions . myself'[No workeis' comps right of exemption per MGL 12.❑Roof repairs tnsurance required] t c. 152, §1(4),and we have no employees. [No workers' 13.El 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. 'Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the subcontractors have employees,they must provide their workers'comp.policy number. X 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 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 DMA for insurance coverage verification. I do hereby certify der the pains apdpenatties of perjury that the information provided above is true and correct Si afore: i r—Date �O Phone#: Official use only. Do not write in this area,to be completed by city or town officiaL .City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,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 conmpiiauce aZth 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-cont=actor(s)name(s),addresses)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a olic is required. Be advised that this affidavit may be submitted to the Department of Industrial policy q 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 then 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 o Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant submit one affidavit indicating current nut multiple ermit/license applications in an given b g that must sub Pe P PP Y year,need only Y g 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 fo any business or commercial venture (i.e.a dog license of permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would lice 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 ladustrW Accidents Office of Investigatlans• 600 Washington Street Boston,MA 02111 TO. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727=770 Revised 11-22-06 s. www.mass.gov/dia f Gym /OM/ ern �sfim _G' ° Grill Sal ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: b ao,� - Site Address: aq '10 14M bats print Town: Applicant Phone: Applicant Signature: / Date of Application: NEW CONSTRUCTION: Choose NE 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 Option 1: Basement Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value Wall R Value AFUE HSPF SEER R-Value R-Value and Depth National Appliance Energy .35 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.energ_ cy odes•goy/rescheek/ ADDITIONS_OR ALTERATIONS.TO EXISTING BUILDINGS'O'VER"S YEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b-a) 7 t C) SF 100 x S7,�� - 71 _ % of glazing (b) Glazing area equals '67,! SF b a If glazing is<A%.use the chart below. If glazing is > 40 % r6ceed to "SUNROOM" section 780 CMR TABLE 6101.3 - PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM . MINIMUM EfFenestration .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 frill R-value over the entire ceiling area(i.e.not compressed 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) massacliusetts ChQddlst for Compliance (780 CNIR 5301:2.1-1), Check Comptiari= SCOPE WindSpeed.(3-sec. gust)................................................................... ............................. .................. 110 mph .................. WindF-xposure Category................................................................... ............................... ........... Wind Exposure Category................Engineering Required For Entire Project ........................................C, APPLICABILITY Number of Stories (a roof which exceeds 8 in Q slope shall be considered a story) stories 5 2 stories 9:1,k -41 12:12 RoofPitch ...................................... .................................(Fig 2) .............................................. MeanRoof Height ...................:.................................:........(Fig 2)...................... ........................... AO ft :5 33' BuildingWidth,W ................................I................: _.........,_.(Fig 3)............I............ ....................... 140 ft :5 80, -Building Length, L ..............................................................(Fig.3)................................................. daft 5 80' Building Aspect Ratio (LIW) .................................................(Fig 4)................................................... I.AS 5 3:1 2 Nomirrpl Height of Tallest Opening ............................. .....(Fig 4).................................................�L�6,. :5 68 FRAMING CONNECTIONS General compliance with framing connections.:..................(Table 2)............ ............................. ................... FOUNDATION Foundation Walls meeting requirements of 780-CMR.5404.1 Concrete............ .............................................................................................. ConcreteMasonry ...................................................... .............. .....:........... ...........I................ ........... ANCHORAGE TO FOUNDATION 1,3 • 5/8"Anchor Bolts:imbedded or 5/8' Proprietary Mechanical Anchors as an alternative in concrete only Boll Spacing—general .........................................:.(Table 4)....:.......................................... 7- / in. Bolt Spacing from endpoint of plate .............................(Fig 5)....................._.. . ..;....... (. -/It, in. :5 6'­12'. Bolt Embedment—concrete..........................:..............(Fig 5)........._..........:_..:................:........ 7 in. in. �t 15' Bolt Embedment—masonry.... .....................................(Fig 5)............,............................... ✓ Plate Washer........... .........................(Fig 5)...................._-.1.....................> 3"x 3"x I/," ::LOORS P:lDor framing member spans checked :..,.(per 780 CMR Chapter 55)............................. .12. ' ✓ Maximum Floor Opening Dimension.... ......(Fig 6)............................................. ft:5 ::'ull Height Wall Studs at Floor Openings less than 2' from Exte'nor Wall (Fig 6)......................................... Maximum Floor Joist Setbacks - I I . ft. 5 d , Supporting Loadbearing Wails or Shearwall...:............(Fig 7)..................................................... ,Aaxi(num Cantilevered Floor Joists ft -d Supporting Loadbearing W@Ils*Qr Shearwa)l................(Fig 8).................................................... :'.1oo.r Bracing at Endwalls.....................................I..............(Fig 9).................................................. -loor Sheathing Type .........................................................(per 780 CMR Chapter 55)..........*........r-y........... /v in. -loor Sheathing Thickness ...........*1....................... .............(per 780 CMR Chapter 55)....................... 3 -loor Sheathing Fastening..... ........ ......... .........................(Table 2).. I_d nails at 6 in edge IA, in field VALLS Vail Height ft 10, Loadbearing W211S..................................... ...................(Fig 10 and Table 5)...........................— Non-Loadbearing walls ..........:.....................................(Fig 10 and Table 5)..........................._ft :5 20' Vail Stud Spacing . ..........................................I.............(Fig 10 and Table 5).................../(, in. :524 o.c. Val] Story Offsets .......................................... ...............(Figs 7 & 6)............................ ......... ft :5 d XTERI OR WALLS Vood Studs '7 ft q Loadbearing walls........................................................(Table 5)....................:...... 2x—41 -- —in Non-Loadbearing walls ................................................(Table 5)............I.................2x�- -7 ft y in. ,;able End Wall Bracing FullHeight-Endwall Studs................... ....................(Fig 1 D)..................................................9.1........... * WSP-Attic Floor Length.............................................:..(Fig 11) ft>_W/3 ft L C),9W 'Gypsum Ceiling Length (Jif WSP hot used)...............::..*(Fig ....................................... and 2 x 4 Continuous Lateral'Brace @ 6.ft. b.c. .. (Fig 11)...........................I.............. ............... or 1-x 3 ceiling,furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 ft..spacing in end joist.or truss bays_ ouble Top Plate Splice Length ....... ..................(Fig 13 and Table 6)........... ......................... I& ft Splice Connection (no. of 16d common nails)..............(Table 6)............................ ................ /1 r/' L. 1J L11 of l: n/ ai VI/aa 1YlassaC1111setts Cheddist for Compliazice (780 CA"IRs301.2.1:1)' Loadbearing'Wall Connections . Lateral (no. of 16d common nails)................................(Tables 7)......................................................_ „ Non-Loadbearing Wall Connections Lateral (no. of 16d common nails)................................(Table 8)....................................................... A_ Load Bearing Wall openings (record largest opening but check all openings for compliance to Table 9) HeaderSpans ..............................:.........................(Table 9).................................. G ft_in.5 11' Sill Plate Spans ...............................................:........(Table 9).................................. ft_ in.5 11' Full Height Studs (no. of•studs)....................................(Table 9).................................... .............. 3 Non-Load Bearing Wall Openings (record largest opening but check all openings for compliance to Table 9)' a HeaderSpans.............................................................(Table 9).................................. 9 ft in.s 12' Sill Plate Spans.... .......................................................(Table 9).................:.................... ft 7%in.5 12" Full Height Studs (no. of studs)....................................(Table 9)....................................................... `/ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously, / Minimum Building Dimension, W Nominal Height of Tallest OpeningZ ...........................................................................G'L 5 6'8" Sheathing Type............................. ................(note 4)....:... ..cax...5^)°(y...................—�a— Edge Nail Spacing.........................................(Table 10 or note 4 if less).........................in. Field Nail Spacing...........................:..............(Table 10).:................................................IA"in. Shear Connection (no. of 16d common nails)(Table 10)....................................................... Percent Full-Height Sheathing...................:...(Table 10).........................................I........... % 5%Additional•Sheathing for Wall with Opening> 6'8'(Design Concepts).................... Maximum Building Dimension, L --- Nominal Height of Tallest Opening2................... SheathingType..............................................(note 4)........... ....................................... .z 09 Edge Nail Spacing.........................................(fable 11 or note 4 if less)........................ '/ in. Field Nail Spacing .......................... Table 11 Id. in. Shear Connection (no, of 16d common nails)(Table 11)..............................................I........ 64 Percent Full-Height Sheathing.......................(Table 11).......:............................................9�L/o 5%Additional Sheathing for Wall with Opening > 6'8" (Design Concepts).................... ,Nall Cladding Ratedfor Wind Speed?....:......................................................... ............................................................... ZOOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang ...................................................(Figure 19) ..............�__IL ft 5 smaller of 2' or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)......:..........................I..........U= d 3(*plf Lateral..........................:.................(Table 12).............................................L= !7(n pif Shear...............................................(Table 12)..............................................S= 77 pif Ridge'Strap Connections, if collar ties not used per page 21... (Table 13)...................I...........T= plf Gable Rake Outlooker..........................................(Figure 20 ft 5 smaller of 2' or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.................................................(Table 14)..............I.............................U= lb. Lateral (no. of 16d common nails)...(Table 14)......................I................L= . 1b. Roof Sheathing Type................:..................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness..­­­­­.....*......*....­':.....•..............................................Y in. >7/16" WSP Roof Sheathing Fastening.............................................(Table 2)................................I........................_ is checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of )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 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 1 Ba and Figure 18b eption: Opening heights of up to 8 fL shall be permitted when 5% is added to th•e percent full-height sheathing siren 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. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Perceril Full-Height -Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16" and be installed as follows: 1. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the lop member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below: Vertical and Horizontal Nailing for Panel Attachment Glazing protection:a) new house or horizontal addition—required if project is 1 mile or closer to shoe (generally, south of Rte. 28 or north of Rte. 6) b) vertical addition—not required unless there is extensive renovation to the first floor c) replacement windows—needs energy conservation compliance only(chap 93) _� Wood-Frame Construction Manual-(WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council CWC)website •-YMEN THIS EDGE RESTS ON PRA.I.IING USE8d NASLS AT G"D. _- --,-----.•- —-ram— --- II /1 11 it tl i t w d t ti I II tl ;; • 11 II � i QZN 1 1 11 � 11 I, •4 I I , S !1 1; 1 ' d t I 1 tl a it 1 a i .ba 1 I 4 n tL 11 W ii i i � � i � FRAMI�MEMBERS �1 I I I 1 o j li I 1 EDG E LY7ERM ED1 d TE ; 1; 1 11 li .I W t t IL u IJ I z i ,.J It II 1 1 I I 11_ U 11 I I Fw- ' 1 I Y J1`I 1 1 B"b41!•L 1 i DOILIDLE II II STAGGERED NAK C `---T--- �I•�s TWLPATTERN PANEL .� PANEL_ — ✓` PANEy EDGE 'Q DOUBI..ENAIL EDGE SPACXgGDErAL See Ma 1'11 on Next Page Detall Vertical and Horizontal Nailing Vertical and Horizontal-Nailing for Panel Attachmeni for Panel Attachment Boisw Double 1-3/4" x 11-1/4"VERSA-LAM® 2.0 3100 SP Floor BeamT1301 BC CALCO 2.0 Dpsign Report- US 2 spans No cantilevers 1 0/12 slope Thursday, February 12,2009 10:44 Build 279 File Name: BC Job Name: Description: FB01 Address: Specifier: Joe Madera City, State,Zip: , Designer: Customer: Company: Shepley Wood Products Code reports: ESR-1040 Misc: 2 4 4 3 1 a �f01 411, WOO xi •'Y 1, 09-00-00 11-00-00 BO,3-1/2" B1,5-1/8" B2,3-1/2" LL 2,226 Ibs LL 6,651 Ibs LL 2,631 Ibs DL 854 Ibs DL 3,277 Ibs DL 1,190 Ibs SL 96 Ibs SL 370 Ibs SL 134 Ibs Total Horizontal Product Length=20-00-60 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 20-00-00 40 10 09-00-00 2 Unf. Lin. (plf) 'Left 00-00-00 20=00-00 60' n/a 3 Unf.Area(psf) Left 00-00-00 20-00-00 20 10 09-00-00 4 Unf.Area'(psf) Left 00-00-00 20-00-00 15 30 01-00-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 8,202 ft-Ibs 42.7% 100% 16 2- Internal Completeness and accuracy of input must Neg. Moment -9,922 ft-Ibs 51.7% 100% 1 1 Right be verified by anyone who would rely on End Shear -2,830 Ibs 37.8% 100% 16 2-Right output as evidence of suitability for Cont. Shear 4,334 Ibs 57.9% 100% 1 2- Left particular application.Output here based Total Load Defl. U694 (0.186") 34.6% 15 2 on building code-accepted design Live Load Defl. U938 (0.138") 38.4% 15 . 2 properties and analysis methods.Installation of BOISE engineered wood Total Neg. Defl. -0.038" 7.6% 16 1 products must be in accordance with Max Defl. 0.186" 18.6% 15 2 current Installation Guide and applicable Span/Depth 11.5 n/a 2 building codes.To obtain Installation Guide or ask questions,please call %Allow. %Allow (800)232-0788 before installation. Bearing Supports Dim.(L x W) Value Support Member Material BC CALCO,BC FRAMER@,AJST"', BO—Post�.3-1/2_x_3=1/2-"_ ,177 Ibsen/a----34:6`/` Unspecified ALLJOIST®, BC RIM BOARDTM BCI&, B1 Post 5-1/8"x 3-1/2" 10,298 Ibs 19.1% 76..5% Versa-Lam 1.7 BOISE GLULAMT"^ SIMPLE,FRAMING B2 Post`—'""r�`3-172"z 3=172"-3;9b5'lbs n/a 43.0% Unspecified SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUDO are Notes trademarks of Boise Wood Products, Design meets Code minimum(U240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram -�b r --dam a I c a minimum=2" c= 7-1/4" b minimum= 3" d =12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 I , THWE Town of Barnstable Regulatory Services BABNSTABL, : Thomas F.Geiler,Director WUM E1619. � Building Division Tom Perry,Building Commissioner 200 Maizi•Street,__Hy_anms,MA 02601.. www.town.banistable-ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMMON Please Print DATE: 7 )Lp�I OCJ JOB LOCATION: D' / hl/al d t il,Ile— ber street O'c village "HOMEOWNER": l IG�1G C Ud — -0 J name home phone# work phone# CURRENT MAILING ADDRESS: C� A U�ClA /�auls -e/'vi Ile IVW ��3d cityhown 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 buildint?permit (Section 149.1.1) 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 m;r,;rrnim inspection procedures and requirements and that he/she will comply with said procedures and requir nts. , Sigma 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 borneowner perfomring work for which a building permit is required shall be ezcrnpt 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 woflt.,that such Homeowner shall ad as supervisor.. re Many homeowners who use this oa=Ttion a unaware that they are assuming the responsibilities of a supervisor(see Appendix Q. Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lark of awareness often results in serious problems,particularly e h persons. when thomeowner hires unlicensed 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 hislher responsibili tics,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 canununity. Q:fomis:homera:cmpt Town of Barnstable Regulatory Services . • BAuvsr,I.s, • MAS& Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit 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.7,, Q:F0RMS:0 WNERPERMISS]0N � e j L� T U 1 -7 Z a Q �� OpPJ`U p L c) l � I v5 I I .�. \ 1r 1 i a 1 nt .s �y No. -1947; D. �=r����� On z` i 'cif my knowledt,e in ozxl:�t on and „•r. bell '`certify to l��t��� that as a result of a survey made on the ground 6" �T�-- i L �t n. s . on 3 z. I find that The st cture(s) are located on the site as shown. The title _lines and lines of occupation of the ,jM tiLJ * A��hUG. l rj4. . site are as shoinz hereon. fox ��,� Nam, -�� '�� T to nab. The site is :situated in Flood gone/�a e- Community Panel No. Z-6 oozo,ji)ate: o Date: Lill iam ;Jarwick,itLS Message Page 1 of 1 Perry, Tom From: McKean, Thomas Sent: Wednesday, April 08, 2009 2:20 PM To: Perry, Tom Cc: Miorandi, Donna Subject: RE: Permit app 200901263 Yes, it will have to be the health inspector. From: Perry, Tom Sent: Wednesday, April 08, 2009 1:19 PM To: McKean, Thomas Subject: FW: Permit app 200901263 Tom,who's going to inspect this liner????????? I'm assuming that will be one of your staff.We have no idea what is required with something like this. -----Original Message----- From: Shea, Sally Sent: Wednesday, April 08, 2009 12:09 PM To: Perry, Tom Subject: Permit app 200901263 Re: 29 Dolar Davis, not sure who is to make sure of this the builder is the homeowner. V' G This is the text 1 under the Health sign off. new foundation must have a 40.mil vinyl liner to prevent sewage (SAS)from coming in to living space. Builder may come back and try to have something such as a rubber mastiques sprayed on foundation in lieu of liner. Licensed installer not necessary-builder shall execute. DZM. V r,. i 4/8/2009 sy Assessor's map'and lot number .......... �2 fL = Q�O�THE r0� Sewage Permit number House number ................. ....... a ........ yo Mae y..,r...... ........~ p 16 9. a MAR 0r 6 TOWN OF BARNSTABLE , SEE BUILDING INSPECTOR _ APPLICATION FOR PERMIT TO .. ,.11.1,/;,./ ._.. ... .:". :...... ... .. ..., ........................... TYPE OF CONSTRUCTION ................. � ......�............. ..i`..... .` ........................................... ............ .......I C TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .............. ........ I ........ ) 2R ,/.4-0 ...........� .. ..... ....... L� wl( V**a ProposedUse ............... ! .far� r /. ........................................................................................... ZoningDistrict ........ . ..:.........................................................Fire District ......... / .................................................. Name of Owner .. ... . .... >. ........................Address .1.12 / .J ... ........ ? � Nameof Builder .................Address ......f.!....................i. ........................`.. ...f........... Name of Architect '! / i! ../..,.�1 �,n P:...� !,J �.....Address ............. Pool' Number of Rooms ................ Foundation ................................................................. ..... .�-_ ......Roofing � ....... Floors ............... .... ..� .. ..�..:......................................Interior ........... ;....?� .�4 �� ......................... Heating . f l ..........................f.........................Plumbing ... t1/ /%i� P7;;(-�, .......... ?y2 Fireplace ......... .!.`W`.'.!:.. ...................................................Approximate Cost ............... C i,.................................... Definitive Plan Approved by Planning Board ___ - -----19 ''s=---. Area .....:. �.�. ..�.C. ...... /V Diagram of Lot and Building with Dimensions Fee � SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ;;. Name +�,- . ..... -�:........... Construction Supervisor's License eg . � S L S TRUST A7—t71--= No 2Tj51 Permit for ................. SiTlgAqJFamily„D ........................ Location ..... Road (� X7, ..................... . .]at. Auk ................................... Owner .....5., .................................. Type of Construction .....Fxame......................... ............................................................................... Plot ............................ Lot ................................ Permit Granted ..March ,.27 .........19 85 ............ ......... Date of Inspection ....................................19 Date Completed ......................................19 TOWN OF BARNSTABLE permit No 27651 I sausraa Cash Building -Inspector O OCCUPANCY : PERMIT Bond,� `�-._,��� Issued to S S . r+ Address ndst Tiv}- C,1 G.' 252 ilr,i ar tla�ri c 17nar7 6Yrm!-c`5r�ri 1 1 ra' Wiring.In§pector ` Inspection date 7,//C­. Plumbing Inspector��jj4 Inspection date � /� �"" Gas Inspector Inspection date Engineering Department /fr � Inspection date t Board of-Health Inspection, date-- ---- ;� Gf THIS PERMIT WILL NOT BE.VALID, AND ,THE BUILDING SHALL NOT BE- OCCUPIED UNTIL• SIGNED BY, THE BUILDING INSPECTOR UPOW�_9ATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING .CODE. i J/ 19 jam . ° Building Inspector f , TOWN OF BARNSTABLE BUILDING DEPARTMENT i seaaer = TOWN OFFICE BUILDING i639 �� HYANNIS, MASS: 02601 MEMO TO: Town Clerk FROM: Building Departments. r� DATE: 1 An Occupancy.Permit h)as�beeeen,issued for the, building authorized by BuildingPermit #.......... '....Z..t�>..,� �.. .. ............... ........... ..................................... .................... issuedto ............ ._.... .........��G;(..*..........`............................................ _.. .. ........ ..... .. Please release the performance bond. L L�� II i V i i �i. - A• , I r7 IT t - _ -- 41 n i. f 3 t I !rt i I f i 1 I / j 3 qj I i WILLI VVA -'Ti F'IGA71 0,j �- Un `` z' w `of my knowled�, , inf armat-Lon nd LO lol(o D ,1.A = v,�. -a Vic=F� ' beli ' ` E c�:rtify to that as 'a result of a survey made on the ground on s e ", I find that: ` The st cture(s) are located on the site as shown. The title lines and lines of occupation of the site are is shoini hereon. The site is situated in r`lood g �one/ - �L r A LM is v i`kA nit N. i Community. Panel No. 2S000 oozo llate: o I Date: .610 " l;illiam I:. Warwick,ILLS rr ` _X Assessor's map and lot number ..........l.. ,f `... � .(y ��,�C➢ _ 0 toy P � {� Sewage Permit number ....... 6.A. SEPTIC TaM r` Y House ABLE,INSTALLED IN COMP e number ..........................z...f............................. WITH TITLE � y MAl6 +w �p 039.ENVIRONMENTAL CC \0� TOWN OF BARNST)'ULE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ........... .. .�.1.G ..... ... ................................. TYPE OF CONSTRUCTION ...................... . ............. .. ...r...................................... ............... ./�.....19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following informatio Location ......... ./............Ad-. 4 ........ �.. %1 II-.. ...... .t .� �..... :...... � �/ w/l ProposedUse .i........... . U`'.pv�.f...l �f. ................................................... ............................................................. ZoningDistrict ........ Q�. ...............................................Fire District ......... .... .................................................. Name of Owner ..��L C-�...1 f . d� ......................Address .......... Name of Builder / :...., `—' � 1� ' -... Name of Architect ...�r�C�.p.°�'.....1.......,��/}.� Address .... .,� .8:.� .... .�.(...�..�............. Number of Rooms Foundation D ���` i(_� ............................................... ..................................................... Exterior .................... ...`/.'.. .../:...... ........................Roofing .............��.r�. ...�4ejo.................................... Floors � .....V..........0..............................................................................Interior ...........f_. . ��!J.... �� . Heating . .....................................................Plumbing .... ��.l..� .. .... ..........�................. / �f 'i� Fireplace ........... Approximate Cost ........ .. L .............................. ................................... Definitive Plan Approved by Planning Board _ 0_ � C �. -----------------1�---. Area .... ....(�... ... .� ............ Diagram of Lot and Building with Dimensions Fee ... .�':.. ........................... SUBJE T TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree. to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. NameG %� ..�r.- ,. ........... may/ Construction Supervisor's License ..�✓f�.s;-�/.........�.... S -r-!S TRUST 27651 12 Story No 'Permit for .................................... Single Family- Dwelling ............................................................................... Lot 616, 29 Dolar Davis Road Location ................................................................. Centerville Le ................................. .............................................. 15� 01 Owner ..........S..L... ..S Trust........... ...... ...................... .. iro Frame Type of Construction ... ............................. ................................................................................ Plot ............................. Lot ................................. 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