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0112 GEORGE STREET
a ) •� i v ' r H 4 V A { r � Al F ;PY, a S a a�r�`�, p r' •S�+ rt� G' �r ems) `a All �v a.' ;r � .� .} ,:y.- •.�c - ..r { '� q + ,y:a�f�•y pp �� '� 7jjJ�y� ♦q���t• "9.nj ��s7 t 'Y}0.�1.f= ..?!•�������.'iill',�''p'..w�`.,�'C.�,�%. # 5�;�.�+EP�x. S'.,��'J'.f' r}x ,K t•����' ����' ti jai� �. -'M�1='s�a�•',.a�q -�f"�%��r�t�`k;.•tr : 'aw c�,�� ��'kq��lt,5,r.��;.:{,� `1 o y J t a , A 9 n . c v i . Town of Barnstable Buildin 9 Post T:his Card So T;hat�rt is Visible Fromahe Street A roved:':Plans.:Mast be Reta�netl�on�J,ob an„d,this Gard Must be Ke t�,. .,- .i klAltNf3Cw8Lg. ,`x M� Posted Until�Final lnspection�HasuBeenMatle �'°��„ �` �� � � ��g " �� � '� �� � ��� �, ,,��4 � � -'.� • ,here�a,Cert�ficate of,Occu enc -is Re uired�such Bu�ldm shall Not be Occu- "ietl until a Fm�al Ins ,eet�on has been made Permit Permit NO. B-18-1806 Applicant Name: Richard Bryant Approvals Date Issued: 06/08/2018 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 12/08/2018 Foundation: Location: 112 GEORGE STREET,BARNSTABLE Map/Lot 319-067 Zoning District: RB Sheathing: a Owner on Record: BENNETT,ALAN R TR '_ Contractor Name RICHARD M BRYANT Framing: 1 ft Address: 4847 FOXHALL CRESENT NW , Contri License �D82435 2 WASHINGTON,DC 20007Project Cost: $27,491.00 Chimney: Description: Repairs/replacement of 12 squares of roof shingles and Permit=fee: $ 140.20 underlayments and 6 squares of cedar shingle sidings Insulation: Fee Paid,:, $ 140.20 Project Review Red Final:j q: Date 6/8/2018 i Plumbing/Gas Rough Plumbing: in_Build l g Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzed by this permit is commenced within six months after issuance. Wit �E� : All work authorized by this permit shall conform to the approved application and the approved construction documentor w,is,41j is permit has been granted. Rough Gas: +T All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street orroad and shall be maintained open for publidAnspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures�iby ti4 Bu ldi and F re OfPcials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work:` , `� Service: fj 1.Foundation or Footing d Rough: 2.Sheathing Inspection m �� , ��� 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). { Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: s Town of Barnstable �EcEiP� 200 Main Street, Hyamis MA 02601 508-862-4038 } Application for Building Permit r" &AIn Application No: TB-18-1806 Date Recieved: 6/6/2018 4- Job Location: 112 GEORGE STREET,BARNSTABLE `'/� Permit For: Building--Siding/Windows/Roof/Doors �b\� Contractor's Name: RICHARD M BRYANT State Lic. No: CS-082435 Address: Brewster, MA 02631 Applicant Phone: (508) 362-9770 (Home)Owner's Name: BENNETT,ALAN R TR Phone: (202)288-6600 (Home)Owner's Address: 4847 FOXHALL CRESENT NW, WASHINGTON,DC 20007 Work Description: Repairs/replacement of 12 squares of roof shingles and underlayments and 6 squares of cedar-shingeq siding. d n Z CA --1 Total Value Of Work To Be Performed: $27,491.00 w rn Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Richard Bryant 6/6/2018 (508)362-9770 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $27,491.00 Date Paid Amount Paid Check#or CO Pay Type Total Permit Fee: $140.20 6/6/2018 € $140.20 XXXX-XXXX-XXXX-j Credit Card 2807 ... Total Permit Fee Paid: $140.20 1 , lit , Town of Barnstable *Plkm'ff 0F1 Expires 6 ma�drs from issue dale Regulatory Services Fee S * * * Bp MASS. * v MAC Thomas F. Geiler,Director $p 039. �0 lfD MAy Building Division Tom Perry, CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not ValidwithoutRedX-PressImprint Map/parcel Number _ /6.67 Pro ert Address P Y WrResidential Value of Work 17546 Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address AL,4 AJ /S IS EI,1N67T 09 77t-tA5_` Contractor's Name CAP6 ASS0:zd,47tf5 -Dyc, Telephone Number 720 ........... - ----------------- -- - - -- Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) daft— l o O !1 o ❑Workman's Compensation Insurance PERMIT pp � Check one: ma ESS MI ❑ I m a sole proprietor ❑ am the Homeowner APR 2 7 2010 I have Worker's Compensation Insurance �cc7'��4 L S�vSuR�NCE TOWN OF BARNSTABLE Insurance Company Name A..l: to• Q Workman's Comp. Policy# M CG ZODO� Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) Re-roof(stripping old shingles) All construction debris will be taken to ❑ Re-roof(not stripping..Going over existing layers of roof) ❑ Re-side #of doors ❑ Replacement Windows/doors/sliders.U-Value (maximum .44)# of windows f *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note- Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement C actors License & Construction Supervisors License is required. SIGNATURE: (3— QAWPFILESTORNObuilding permit formsT PRESS.doc no.,:..,.a nnnonn f Town of Barnstable Regulatory Services Thomas F.C-ciler,Director �~ Building Division Tom Perry,Building Commissioner 200 Maiu Street,Hyaanis,MA 02601 www.town.barnstabte.ma us Office: 508-862AO38 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section zf Using A Builder I, AAA/ 96W� ,as Owner of the subject property hereby authorize CAW A-S6C.,A TES ?A/C, to;,,,on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Srgnature of Owner Date I Print Name i I MM If Property.Owner is applying for permit please complete the I Homeowners License Exemption Form on the reverse side. I 1 QJ--ow.s.6wNmERM14s10N 3 i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel F: elicatibon # o Health.Division l O (2) Conservation'Division O� —PA`0�D�J Applica ' rf Fee =U\ Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board o �� Historic OKH t Preservation/Hyannis Project Street Address ceo- ,e6e- Village Owner zf4" oi5�eV/t1 Address 6z0�,e Telephone /71 Permit Request 707 0/W d0r4 l&� �j�02,,� k6f1_ a0Q8 . J Square feet: 1.st floor: existing% Vproposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Lot 4Project Valuation Construction Type Size— Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure d� Historic House: ❑Yes 4j)No On Old King's Highway: 40 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: f existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other w o Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing woof/coal s9ve: 0 Yes ❑ No Detached garage: i0existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn:a existing"'❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Others c, co iu Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ csr M --)Commercial ❑Yes ❑ No If yes, site plan review # - :;urrent Use Proposed Use a4� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) F Ntime ®U .�' Telephone Number —a 7 Q Address License# / �s Home Improvement Contrac�or# /l//(:�-/-7 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /��r L) 40 SIGNATURE U DATE 1) r FOR OFFICIAL USE ONLY APPLICATION# i DATE ISSUED MAP/PARCEL NO. 62 i ADDRESS VILLAGE OWNER DATE OF INSPECTION: ` FOUNDATION 'FRAME t I INSULATION FIREPLACE -� i ELECTRICAL: ROUGH FINAL ` PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING r DATE CLOSED OUT � s ASSOCIATION PLAN NO. ao� ' ti Town of Barnstable Regulatory Services 105S.Ag Thomas F.Geller,Director ATF0 9. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town,barn.stable..ma.us Office: 508-8 62-403 8 Fax: 5 08-790-62 3 0 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 bi ilding permit application for; . (Address of Job) of 0 3' . ignatare of Owner Date Print Name Q F0RM S:OwNERP ERMIS S ION 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' Q Check Compliance 1.1 SCOPE / Wind Speed(3-sec.gust) ................................................... 110 mph ✓ Wind Exposure Category ........................................................ B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories:5 2 stories Roof Pitch ............................. (Fig 2) ................... �_ s 12:12 ✓ Mean Roof Height ......................... (Fig 2) ......... ft :;33' / Building Width,W (Fig 3) ................... �_ft s 80' ✓ Building Length,L ...:............ ..... (Fig 3) ................... _ZJ_ft s 80' Building Aspect Ratio(L/W) ............... (Fig 4) ...................C, Z s 3.1 / Nominal Height of Tallest Opening' ...:...... Fi " <6'8" t/( g 4) ....................7•Q _ _ 1.3 FRAMING CONNECTIONS / General compliance with framing connections... (Table 2) ............................. V 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete .'.:....:........ Concrete Masonry ........................................................... 2.2 ANCHORAGE TO FOUNDATION'•' 5/e"Anchor Bolts imbedded or%"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general................ (Table 4) in., Bolt Spacing from end/joint of plate ....... (Fig 5) ............... in.w 6"—]2" ✓ Bolt Embedment—concrete.............. (Fig 5)...... ...................2 in.z 7". =✓ Bolt Embedment—masonry.............. (Fig 5) in.z 15" Plate Washer .......................... (Fig 5) ................... z 3„x T,x 11„ T �i 3.1 FLOORS Floor framing member spans checked ......... (per 780 CMR 55.00)...................... -Maximum Floor Opening Dimension........... (Fig 6) ...................... tb 1 �(Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) ............. _✓ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall . (Fig 7) ....................... ft s d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall . (Fig 8) ....................... ift ft!;d ✓/ v Floor Bracing at Endwalls ................. (Ft 9 Floor Sheathing Type ..................... (per 780 CMR 55.00) ..................:t. . ✓ Floor Sheathing Thickness ................. (per 780 CMR 55.00) ..............Win. Floor Sheathing Fastening .................. (Table 2),Ld nails at-in edge//Z in field �✓ 4.1 WALLS Wall Height Loadbearing walls ..................... (Fig.10 and Table 5)..........$•. ft s 10, Non-Loadbearing walls ................. (Fig 10 and Table 5).........8 " "'ft s 20' ✓� Wall Stud Spacing ........................ (Fig 10 and Table 5)....... t Ce in.s 24"o.c. Wall StoryOffsets ................. a/....... (Figs 7&8) ...................�ft s d — 4.2 EXTERIOR WALLS' Wood Studs / Loadbearing walls ..................... (Table 5) ............2x1 A ft Q in. _ Non-Loadbearing walls ................. (Table 5) ............2x 14 - 8 ft ic),,in. Gable End Wall Bracing' Full Height Endwall Studs .......... ..... (Fig 10) WSP Attic Floor Length ................ (Fig 11) _ft zW/3 _ Gypsum Ceiling Length(if WSP not used)(Fig 11) and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11)............................... _ or I 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)................ . ✓ Splice Connection(no.of 16d common nails)(Table 6)............. ..., .&ft....,, 1054 780 CMR-Seventh Edition 12/28/07 (Effective I/1/08) 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS APPENDICES Loadbearing Wall Connections - — Lateral(no.of 16d common nails) ......... (Tables 7) ......................... 2 Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)......... (Table 8) ......................... _ Load Bearing Wall Openings(record largest opening but check all openings for comlplianee to Table 9) Header Spans......................... (Table 9) a ft�in.� 1]'............. Sill Plate Spans ....................... (Table 9) ...............S:ft 1' ✓ Full Height Studs(no.of studs) ........... (Table 9) ..........................2,. Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans...... ...................... (Table 9) ......... ...../?—'ft in. <_ 12' Sill Plate Spans.... ...................... (Table 9) ................ft in.s 12" Full Height Studs(no.of studs) ........... (Table 9) ......................... X Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' Minimum Building Dimension;W Nominal Height of Tallest Opening' � ✓ Sheathing Type...................... (note 4) �1�.. - Edge Nail Spacing ................... (Table 10 or note 4 if less) ........ tj,in. _ Field Nail Spacing .................... (Table 10)......................%,7_ ,in. �.- Shear Connection(no.of 16d common nails)(Table 10) ......................... Percent Full-Height Sheathing . (Table 10)......... 77z, To 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)......... ✓ Maximum Building Dimension,L / Nominal Height of Tallest Opening'..................................6 !&_6'8" g P b Sheathing Type... ............ ...... (note 4) Edge Nail S acin. .........I........ (Table 1 I or note 4 if less) .......... in. Field Nail Spacing .......:........... (Table 11)...................... .L.in. ✓ Shear Connection(no.of l6d common nails)(Table 11) ......................... Percent Full-Height Sheathing .......... (Table 11)........................ 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)........... Wall Cladding Rated for Wind Speed? ....................................................... 5.1 ROOFS / Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) _✓/ Roof Overhang...................:...I... (Figure 19) ...... .Xft s smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing.Walls Proprietary Connectors Uplift ............................. (Table 12)..................... U=5mlf Lateral ............................ (Table 12).................... L=,L740plf —/ Shear.............................. (Table 12).................... S=---nPIf t/ Ridge Strap Connections,if collar ties not used per page 21 (Table 13)............. T--%Zjp1f .� Gable Rake Outlooker ..................... (Figure 20) ......ZIA$s smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift .............................. (Table 14):................... U— lb. Lateral(no.of l6d common nails) ....... (Table 14).................... L=�Ib. ✓ Roof Sheathing Type ...................... (per 780 CMR 58.00 and 59.001............ Roof Sheathing Thickness ............... .............. �in. z 7/16"WSP ✓ Roof Sheathing Fastening ............ ...... (Table 2) ........................... Notes: eL� 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. Cotner Stud Hold Downs per Figure l8a 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. 4. a. From Tables 10 and I I and location of wall sheathing and Building Aspect Ratio,detennine Percent Ful I-Height Sheathing and Nail Spacing requirements 12/28/07 (Effective l/l/08) 780 CMR-Seventh Edition 1055 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. \e 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 top 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. y 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 WHEN THIS EDGE RESTS ON FRAMING USE 6d NAILS r y• AT 6'o c. •, II 11 i ' _ 11 11 11 11 u 1.1 I 11 11 11 11 . + 11 11 11 11 tl 11 11 Il 11 II 11 V 11 11 1 o to 'll 11 tl Q 1 i II L II y 11To h It n 11 11 Z Z I . I w 11 11 1 . - ll 0 11 11 LL 11 u N li ii W 11 ~f -11 ' 11 � 11 11 z 11 i 1 ~ - 11 II 11 11 , 11 DDUBLEEDGE ----- %' MAIL SPACINGS li I PANEL ,i � I See Detail on Next Page s Vertical and Horizontal Nailing for Panel Attachment s 1056 780 CMR-.Seventh Edition 12/28/07 (Effective I/l/08) Table 2. General Nailing Schedule - I Roof Framing ' Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end Rim Board to Rafter(End-nailed) 1 2-16d 3-16d each end- Wall Framing 20 Top Plates at Intersections (Face-nailed) $ 4-16d 5-16d at joints I Stud to Stud (Face-nailed) 2-16d 2-16d E 24" o.c. Header to Header(Face-nailed) 16d 16d 1 16"o.c. along edges ' Floor Framing r_ Joist to Sill, Top Plate or Girder(Toe-nailed) (Fig. 14) 4-8d 4-10d per joist Blocking to Joist (Toe-nailed) # 2-8d 2-10d } each end Blocking to Sill'orTop Plate (Toe-nailed) i 3-16d 4-16d each block Ledger Strip to Beam.or Girder(Face-nailed) 3-16d } 4-16d each joist Joist on Ledger to Beam (Toe-nailed) j 3- 8d 3-10d per joist Band Joist to Joist(End-nailed).(Fig. 14) ! 3-16d t 4-16d i per joist Band Joist to Sill or Top Plate (Toe-nailed) (Fig. 14) ! 2-16d 3-16d per foot i . Roof Sheathing Wood Structural Panels rafters or trusses spaced up to 16" o.c. 8d 10d 6" edge/6" field rafters or trusses spaced over 16" o.c. i 8d 10d 4" edge/4" field gable endwall rake or rake truss w/o gable overhang 8d 10d 6" edge 16" field gable endwall rake or rake truss w/structural ! 8d 10d 6" edge/6" field outlookers gable endwall rake or rake truss w/lookout blocks i 8d 10d 4" edge/4" field Ceiling Sheathing Gypsum Wallboard j 5d coolers - j 7" edge/10" field j Wall Sheathing Wood Structural Panels studs spaced up to 24" o.c. 8d 10d 6" edge/ 12" field 1/2" and 25/32" Fiberboard Panels 8d1 f — 3" edge/6" field 1/2" Gypsum Wallboard 5d coolers — 7" edge/ 10" field Floor Sheathing Wood Structural Panels 1 t 6„ li edge/ 12" piedI i ` _ „ or less 8d 10d g � � . greater Than 1" 10d 1 Gd G" edge/G" field 1 Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted,check IBC for additional requirements. Nails. Unless otherwise stated,sizes given for nails are common wire sizes. Box and pneumatic nails of equivalent diameter and equal or greater length to the specified common nails may be subsdtuted unless otherwise prohibited. AMERICAM FOREST PAPER ASS0CIfiT10M A 80iSE" Single 14" AJSTm 20 MSR Joist\1st Floor\DR1 BC CALCO 9.5 Design Report- US 1 span I No cantilevers 0/12 slope Friday,August 29, 2008 16:39 Build 91- 16"OCS Repetitive Glued&nailed construction File Name: Glover Bennett.BCC Job Name: Bennett Garage Description: 1 st Floor\DR1 Address: 112 George St Specifier: be City, State,Zip: Barnstable, Ma' Designer: Customer: Bob Glover Company: Shepley Wood Products Code reports: ESR-1144 Misc: 1 TT— ,. - .�_-G- v 19-09-12 BO,2-7/8" B 1,2-70' LL 528 Ibs LL 528 Ibs DL 132 Ibs DL 132 Ibs Total Horizontal Product Length=19-09-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 19-09-12 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 3155 ft-Ibs 59.6% 100% 1 1 - Internal be verified by anyone who would rely on End Reaction 644 Ibs 49.2% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U634(0.368") 37.8% 1 1 particular application.Output here based Live Load Defl. L/793(0.294") 60.5% 1 1 on building code-accepted design properties and analysis methods. Max Defl. 0.368" 36.8% 1 1 Installation of BOISE engineered wood Span/Depth 16.7 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Wall/Plate 2-7/8"x 2-1/2" 660 Ibs n/a n/a Unspecified (888)234-0056 before installation. B1 Wall/Plate 2-7/8"x 2-1/2" 660 Ibs n/a n/a Unspecified BC CALCO, BC FRAMERO,AJSTM, ALLJOISTO, BC RIM BOARD-, BCIO, Notes BOISE GLULAMT"" SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum(U240)Total load deflection criteria. PLUS@,VERSA-RIM@, Design meets User specified (U480) Live load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise wood Products, Composite El value based on 23/32"thick sheathing glued and nailed to joist. L.L.C. Page 1 of 1 1 M.r•YYMM1YM....�. .«.. r,r\nr uur pM\ \HW\ wq\N Y11W4 A.µYy,\a wr �...: •'„�°^"'� ..ggRfelT�T$4a� • I e 'YIdLYG,wI•V 11 MIA rNA'nG� ♦4MN YUWw.A• �wr� •YY.IW4NY• m dsAalt'L1\ jl...11� .eYrn.•aw.,,iYr h•Ki\ • d'••.•wl. •1\ WW ♦. . eeyyeY /�•i (�W\WY`rVYr 1M } Ywww,(oe$ y Ie jY,w.e4l.wr.,�'•NrYi, •.:{i,' ...wrww YWpAY) �� � +r rNv/A p06g'r•"�'tl{t jrwn.u'r.w.r ..YA�•NN••p\�• M�M1'CUr{N•Y)' �..n•r.,�Tee GM - , � x•vta[TU tAr_L1YL'IGr.1 � ••C-IIWiWI- � Yn' 1 —��•1T1 r Tr3l�NC u NN M1 IYnL�N Nw�OS9n,•., .�Ln�J.L '•+t.ro n.w..�n 1 K 4T-SRn.L� �p Ct'+nSK nliW 4tt4,.e+rnµ r 4CnN•l lMOy. M CM'C 4MIt OC MNGY MOnm.W!'0./. � f%7 p n� •r •� ..y..vy e+•.�r.'vut o.r� .'NltgtS�1.,M O"M1«. �L NLL h+1 Y/I:R6n,vL 1 y 'rA"•i.RV�•.U.. !•1.rN1W•..• •� b«utaoRi •o wetaM�- ••«,.r.uL.,.ILu.a,e..... jti ►I -*rx4A I,:,1'pL'OL•,tl><,F1�N1lIJ �• N+•LL..Yrla.+c`yinwMw.rLa,Y„ . " rnerLL W(L'.Orl'r.,,luNAnnCi• iY Rt.tA,YnN� S••l••1 nN,mq,q. ,C IRtM.t,qn. 9l44.... LL .14ttt _ e 1 - •� � fJ9' rp;L:a'tRror• f+M w Jo• f�� Nw.wuw.W,p e:io• rj,L,IhATOwI EY2I,L141'dL+G,11'TCr 17CM•'lY.n L"'la•I ..m. A2 3 Engineering Dept.(3rd floor) Map :5:;,/ Parcel Permit# • House# Ila Date Issued Board of Health(3rd floor)(8:15 -9:30-/1:00-4:30Y /a -::?(-- Fee Conservation Office(4th floor)(8:30-9:30/1:00-2:00) Planning Dept.(1st floor/School Admin. Bldg.) THE Definitive Plan Approved by Planning Board 19 RNSTABLE;` TOWN OF BARNSTABLE AMICeNI'MUST oA SEWER CONNECTION PERMIT FROM THE Building Permit Application ENGINEERING DIVISION PRIOR TO Project Street Address �� ��(�, <SlT' CONSTRUCTION Villages Owner /j� �� �G`5'.L��if/X Address Telephone Permit Request e/toD, L 4Y(.rl/A)4 /bdArE; ! aQQ "42�� j•2Csli�rGl�,r�' p(�,�� �-C.�' ¢�/1J1.��22� S�C.�sUt`' ,,���'��' Oc�� .X�/+V� �cr�T�.�/l/�' •��.�T�L�. bUlAl r7' First Floor 117 C square feet Second Floor 49 C90 square feet Construction Type 6(.),o4a f=5041-fA Estimated Project Cost $ �/�p j 00D Zoning District Flood Plain Water Protection Lot Size IA7 G /4r Grandfathered ❑Yes ❑No Dwelling Type: Single Family ® Two Family ❑ Multi-Family(#units) Age of Existing Structure '�/G J'�� Historic House ❑Yes ,a No On Old King's Highway A Yes ❑No Basement Type: ❑Full Q,Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing i�W New —3 Half: Existing New No.of Bedrooms: Existing New Total Room Count(not including baths): Existing New _ First Floor Room Count Heat Type and Fuel: Was ❑Oil ❑Electric ❑Other Central Air ❑Yes A4 No Fireplaces: Existing New Existing wood/coal stove bYes ❑No Garage: ❑Detached(size) c.?O tY ;��Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information / Name ��j t9 G� �� Telephone Number Address 67c k License# e�l N1� Home Improvement Contractor# �6 f Worker's Compensation# 10,-- NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE Z,2 BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) y FOR OFFICIAL USE ONLY `t= rPERMIT NO. I ;r DATE ISSUED r vR �r S MAP/PARCEL NO. - - f ADDRESS ' f` c' VILLAGE 1 t ' OWNER DATE OF INSPECTION: r'�� :• , FOUNDATION F; j FRAME r ,1 INSULATION -r FIREPLACE ELECTRICAL: ROUGH FINAL'- r' PLUMBING: ROUGH FINAL,• - o P' S GAS: ROUG � - FINAL - T•.y �• FINAL BUILDINGCZ DATE CLOSED OUT iA a°"c,a• 7' ' ff ASSOCIATION PLAN NO. 1 p r r ` 1 f °F THE Tp� The Town of Barnstable saxrvsrABM 9� BIAM ,0� Department of Health Safety and Environmental Services ArF1639. Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT 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. J Type of Work: Est.Cost ✓ O Address of Work: Owner's Name Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s): Work 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 IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent the owner- Date Contractor Name Registration No. OR Date Owner's Name ARCHITECTS A: BROWN R,LINDQUIST,INC. - :,'ti.y 02O MAIN STREET PROPOSED RENO` ATIONS TO TI-IL -- YARMIIUTII PORT,MA F TEL:508.302.2727 FAX:508.3U2-917t �,jJ��`T Il�J`Tl \T��TT R1J1.7IDEJ`TCIJ =- NEC 11ANIN ill.). (wawilG1" STli1.TT A.R.11.ENGINEERING J P.U.BOX 328 2 L TAGNR EL:5 8-8,MA BARNSTABL1,� XA TEL:808.888.8111f 1 ..._. .. STRUCTURAL ALAN W.JONES P.O.BOX 70 SANDWICH,MA TEL:808.888-3153 CIVIL EAST CAPE ENGINEERING 44 ROUTE 28 BARNSTABLE ORLEANS,MA HARBOR TEL:808.255-7f2O F. Locus MAP 1'=2000' r 60 j� i MEAN HIGH WATE I / � . 6 _______________________ NOTES: 0NES (� 1. DATUM M.S.L 1929 N.G.V.D 124 �� - _6 \(�]lr✓) FROM R.N 5 14"H Y 2. EXISTING HOUSE TO BE REMODELED.'+ O SECOND FLOOR IN BE ENLARGED OVER l0 -- 7XI TING FOOT T. LDING IOR SHAVE NEW PWINDOW5.1 SHINGLES. TO ETC. PRO OSEEDD 1� E `\ECG TONE P \O . _ POR DEC KH ROOF TO BE CONSTRUCTED OVER PPR a�uN a/ '� ROOFH \_ 12 7 . 3. NO WORK TO TAKE PLACE BEYOND THE ; Q4/ Jy Poiul'D((Aaw•.Iq TOP OF STONES. �.a+t H.1.•R y. p i.� %PA(.✓: GI.1y.,r,T SEWER �2y N 12�4 2A,Me r�i.Ky 4. ,Y.L AYIfP,.CS:w!'.bR.�-11✓+51TL 6.41 MANHOLE P.G 44 '.frc FlDn�I:G.vrtu-u¢Q+OL.i GP 1 2� y� 16 I '' [LuaT � �'.Jt✓J%/TuLTowJci Qefw- /�` 10.000 S.F.f LIMIT OF STMI-C �.r.YfeR�1'aJ IAIMI'/�ioJ CMET1 u..lA-Y�994..s/eP1/oP n1¢gtOGE✓, I SECOND iNGuAP�u3_4C-PPLLf-r,PFr tfIC6TIO,JS. % N - SM C+.W9 BOOR LIST OF DRAWINGS /h3 ;'�q\ >� 20`Y MI SITE PLANAY 4-1 FLOOR PLANS /i�•/'�' \ \ �/ 4qq, A-2 ELEVATIONS y ! PARCEL 85 SITE PLAN sHOWING AS SECTIONS-DETAILS I /-l!�^ 1 EAST CAPE ENGINEERING V / 1 # 112 GEORGE STREET Ai RETAILS CIVIL ENGINEERS 18 LAND SURVEYORS J* LI FRAMING PLANS 41 RTE. 28 ORLEANS.MA. �O 20 /PARCEL 68 BARNSTABLENA. t-1 HVAC 4 PLUMBING PLANS �j _ PREPARED FOR: l-1 POWER A LIGHTING PLANS ALAN BENNETT / SCALE: 1"-20' MAY 3. 1996 �Tl LIST OF DRAWIINGS // (( REFERENCE:ASSESSORS MAP 319 PARCEL 067 21 0(.T(IlZl;lI ii�i�(� DATE I "7 6 t . rnatwr,M4 • u.0 mv-a4crt>ttt .- �• YTO,NYt' . • �, � �.,•� .t * t;.I� •` �, �s �:R w�.o"'4R _ MNWtttl! ARCWTECT9 . �°o.C4 rDPt M""/'����.Gna,/nORT o✓rDOOa a,Jveu. 'p I t m rwr uOObT :t' tov' ruelrn9 , RarCR OL'u. t I 8 J. .nrm roo I T Yno'sngl J BATH � 11-4 i � I . .. I - -- --- --' •b c O d.ta Ts it ATH 8 v� D O MALL E fl ,�,� ^ _ O BATHS n O— .,.. I're w1 trto eneir.G L' a �I'UI�I .—•_S-a ' �.°°.eetDne coD[�a.O r:f.E�i:m --- - ---- TER BEDROOMv:. :"AD —: T. FGa •LNPIC ---------------- nn y ENTRY sag gEpROOM •eaeV= q „� '^uC J �.. O BRIDGE O © p BEDROOM Oa � vua.a•r�v .r6� P ff E" t ` K„artpe rD a ; TO _ n ME FIRST FLOOR PLAN r NORTH - z SECOND FLOOR PLAN NORTH -''SCALE V4•.t-O• 1�76 n4.r,. '�.i. 't C A-� - .. . .. SCALE:'1/4' 1'-O• 683 aon. t00M FINISH SCHEDULE DOOR TYPES 4O roa.w.ta r.aD4. e.ae :et.ta ea+tarrta: �^� e.rR. eEiecr RED ou R.tn[D GVDv _ . MST ve GVD v.nre .•:s.RD FLOOR i .,.me o o. nTeD ee.DeD eo>Rr. D cEtinG rn,.. neu_r�Aee nth IIf CT . m R.trlty t ADED D04RDiGM v rE6 CEIKs FLOO PLL4 At wLL XE[tt R19 0 G4lD.v !Ltr . O eQe (>w.o00n T vm� .v.rtreD Gve ..e e[D - .m J G A.R T[D e0.D GtA1 td0 CORD . aon Rvre.nT GSA ve :n / DDDR 'a wR.�gt`re 000R :wtD.n ooDR N OCT.1996 >Ke Txa.ecT itm o,i a. ..e . . .a wwn art . w ARv[r Gve v [D vnre no K.pOu tW �a ra JAD/KM •an ew T. Gae v.nreD a-a e _ e+ r G nrED. - AWIW •� o.m v reD, ero +' C MAWMG M. r aAa•u%bo�`r0��r Nnl Otu.C�M 4MM :roe.0 vhl, v t Iq.N tl4r♦ .^.IkpoD t �-1 .:tObD00 ��t#[Gr.r D.1. 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DETAIL SCALEA 1/r,r-o• / ; -�❑ l .a.a�.a a.« F z EAVE DETAIL- LOJY ROOF 9 �' L7 A sua e,+n• SEIT T • F ooa a - A 7 q I L-�,: ,�' egg 4� ,' � I :•� a �'��-� •w,x rssl esa�•.: /.i: � - -.� - i -+ �mv"''`.�.ex" '` .u:re_ Lcv'eoas rm v, - . 3 ERT COLUMN DETA L € �. / ...o� °^ ; ; -, x �' '' '/� .. ..1e. •� - c1-3 SCALD,4/2'=T-O• \ _ _ _- ' ,. Boa. -E•r [� o ENTRY .- I. Q KITGH II �� ...v \\ j - - A4 i '. rair \)1 _ e��w eo,a __ .. • cau.rmraa'.. .�.1 5 - ' / �.. �i s of"".ar..• ,' �� T i - ' ee � -'1n�i,�r.�a�'' � .R7 C F/ .. ' A-5 , emina COICPere. ow«au.o..,1o.�s To iCM NLTOrt ov[srvG OCCi - .e' 'vAe•T RCC.V!0.nwx-a xCa �. 1' ' .... yr41 e.ae �` 1 I 1 T vi.swo .. •C..eO aoeCa�TO�a!CON,em TmJ � ,•i:a —d .'S4�. 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( - I , i 'v I. � !A •'.7 21 9FPT 1998 -- < I "� Y 1 I / - t k.`i" L. f. „v r_, rjM1 .ti NF'2 I+ 1/MO f . . 5 ! �uwnw m.. FIRST FLOOR PLAN f Z ,. ,�5 1 'FL. 1 t .,' MP-1 SCALE:N4-.•f-O' _ ' .y ` �!S;f ill* f ] ,�11-m i '..: . , __ Engineering Dept. (3rd floor) Map c3 ' Parcel (�(p Permit# ka House# //off E3 Date Issued 1 O- Board of Health(3rd floor)(8:15 -9:30/1:00-4:30),6t� ni i Fee T Conservation Office(4th floor)(8:30-9:30/1:00-2:00) ' Planning Dept. (1st floor/School Admin.Bldg.) 1HE ' AMC 86W8B Definitive Plan by Planning Board 19 CCONNSCT MBHTgO CONSTW 039• TOWN OF BARNSTABLE ' Building Permit Application , Project Street Address . Village ,cglU,�U iOtQL { i Owner �,Jr_ Address Telephone a0;Z - 7 - -� 3✓/ Permit Request 7_ GTr 'e5Y1,57_)1J4 72//� _9(WC7_ First Floor square feet Second Floor square feet Construction Type Estimated Project Cost $ Zoning District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No 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 No.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 wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) f ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use Builder Information 1 Name e®eC.�/ Telephone Number ��U 33p1 Address A6b-� License# 0_11�1 if 4o Home Improvement Contractor# J f � Worker's Compensation# /0?1P:7W NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE �-' � ,7 BUILDING PERMUE �OLLOWING REASON(S) � ... r , FOR OFFICIAL USE ONLY c - PERMIT NO. 2z4(ai ► - DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER-' ' DATE OF-INSPECTION: FOUNDATION. FRAME INSULATION ' 4 FIREPLACE ELECTRICAL: ROUGH FINAL ' s ` PLUMBING:s ROUGH • FINAL.• GAS: ; I , s FINAL FINAL BUILDING ac 59 c3 " ` ' DATE CLOSED OUT - e ASSOCIATION PLA r. • x cfs o ; � i r - �TMe rq� _ The Town of Barnstable Department of Health Safety and Environmental Services P Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissione For office use only Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT 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 of Work: .� �� Est.Cost /(J—y C7 Address of Work: ✓� ��Q�� c Owner's Name ,�2�1// "E�,n�J���� Date of Permit Appflcation:,=,;� —q l I hereby certify than: Registration is not required for the following reason(s): Work excluded by law Job under S1,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLLIVG THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE 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. ate ? Date Contractor Name Registration No. OR tI E'x[S_7/NCB'- 1�WELL/NQ .M , V - - A B-o Ab - EX/ST/.v4 it OOR PL✓➢N 3d.�/N.. RA/L/NG_...SP/�✓OLG .SPeiCEd.®....4�._. 7.X.� PotT I i rT r• ! I EXlS77NQ I I .I I �-1 I- CoR/.C. f1o3Tf I I I f I I • I � i I I I I I � _J I L_ J L_J 'S/oE E[Ei/gT/CN RCP.V/R�R�.o c.ocL LxiSrin/4 �tG,v YiN4 lJEc,e T•v L-x,aCs -s-9."Ar M/tTlf Vo. C-s'A"grr. � "EXCEPT 7!� cb/yP<Y' curT7v Ctil,.1E. � � , /�RoPatsEl� PL/9A/ OR: RO BERT c,LOdER- CON ------------------ q tToR �/`/��E' 428 9Y/� I FLOfJR ELE��9T/ON - T NO, j[ cep aaw vcT: `i4G9N SEN/YtT /i9 !,'EORrjE sT. _ ShALE %a`o/:o �lJ9/V NO. EX/ST/n/ : .'1JW6LL//Y T Sri 4 'o zAor- 4rc T lvO, ee�'0 c, 1p I , 0 - '¢xiO__wG.dM• .EX/.STUt(q.GL'v�C, -. '. itT 42 ,w_P_.-ON.P,r, - y I V/ ... I co.vc. AIMS I— I ✓ � I I � I I I I � � FRAM'AVG• C/OT/OVr C,-9 T[ s --- f - ✓Assessor's office(1st Floor): Assessor's map and lot num ! P`Oi THE toy` Conservation Board of Health(3rd f / 1 7 »sr�nt Sewage Permit number � rua Engineering Department(3rd floor): / o°fie YSY House number Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2-.W P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO �y) �►'" 1 �' (`?��1 t�(J�'i'faZ� TYPE OF CONSTRUCTION 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for la permit according to the following information: �"'Y�Location R &±:2-6l(f, eo r^ Sf' 430.b-Y1 S U Proposed Use ,��S 1 r` t�_V1 I Q Zoning District Fire District Name of Owner r,41m,*? 25C✓)7,41 AddressA.:-4 Name of Builder 0119-rle s Address_LS PVd i I�S ;S�- C.i cey//X f Name of Architect Address Number of Rooms // FoundationX rS�i ytG Exterior �`S r/�� Roofing Floors Fxj,Ss t�-114 Interior r a ry Heating ,��' I�5 v)�-r Plumbing .Fireplace he!2� Approximate Cost .f51�®.dry Area/� /' r. l�1Q Diagram of Lot and Building with Dimensions Fee J©, 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 R Construction Supervisor's License Cj. BENNETT, ALAN r 35046 INTERIOR RENOVATIONS No Permit For i Single Family Dwelling 1 , Location 112 George Street Barnstable �- Owner ' Alan, Bennett Type of Construction Frame Plot Lot L• Permit Granted May =11 , ' + 19 92 q f fi t i - Date of Inspection S .< 19 Date Completed 19 } TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. DATE (s- JOB LOCATION Number ( r ����•:.: Stree address Section of.'town "HOMEOWNER" GL�J �h�on � Home. WOR phone PRESENT MAILING ADDRESS ity town S to The current exemption for "homeowners" was e Zli7 code ed to dwellings of six units or less and to allow suchahomeowinclude owner-occupied dividual for hire who does not possess a license Hers to engage an in- acts as supervisor, provided that the owner DEFINITION OF HOMEOWNER: Person(s) who owns a parcel of land on which he/she resides side, on which there is ides or intends to re- be attached or detached structures laccessoryntended o o , a one to six family A person who constructs more than one home in a two- dwelling, y to such use and/or farm structures. considered a homeowner. Such year period shall not be on a form acceptable homeowner shall submit to the Building Official for all suchG Ptable to the Building Official, work erformed under• the buildin that he/she shall be responsible The undersi ned " permit. (Section 109. 1. 1) Buildingg •homeowner assumes responsibilityfor . Code and other applicable codes, by-laws, rules or .compliance with the Stat regulations. The undersigned "homeowner" Barnstable Building P Certifies that he/ understands the-Town of and that he/she willDcomrlment minimum inspection prcres and P y with said procedures and°requirementsrequirements HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING OFFICIAL Note: Three family to COmP1Y with State 35, 000 cubic feet Building Code Section 127. °r larger,g will be required �, Construction Control. r>.yr HOME OWNER'S EXEMPTION The code state that: "Any Hom Owner perf ming work for which a building permit is required shall be exem from e (Section .109. 1 . 1 provisions of this section - Licensing of con tru ion Supervisors) ; provided that if Home Owner engages a person (s) for, hi .to do such work, that such Home Ownei shall act as supervisor. " Many Home Owners who use this exe tion,' are naware that they are' assumin the responsibilities of a super isor (see A g for licensing Construction Su ervisors , Sectiondix Q, Rules and Regulations often results in serious pr lems 15) • This lack of awarene: unlicensed=`persons. In t s case�ourrBoard acannot the 'Home Owner hires inlicensed person as it ould with licensed SupervisorceeThe gHometOwner actir. as supervisor is ultim ely responsible. `. 1 To ensure that the me Owner is full aware of communities requi y his/her respon ilities, mar. as part of the permit application, that the certify that h she understands the responsibilities of a me Owner supervisor. On the last pap this issue is a form currently used by several towns. You care t.- amend and adopt such a form/certification for' us'e in your community. s F , P Assessor's office (1st`flour):_�• CdD Assessor's map and lot number IN Q� • Board of ,Health (3rd floor): Sewage Permit. number ' . �?J.. ..:. MUST COMECT TO TO e Engineering Department (3rd 'floor): ry o LE, . House number` ....... . .. �e}9 D MIN Definitive Plan Approved:by Planning .Board ---------------------•----------19:--:---- , APPLICATIONS; PROCESSED' 8:30-9:30 A.M. and 1:00-2:00 P.M. only • � A P P R.0 V'iTOWN :OF BARNSTABLE D3Tnst ble Conservation Commi��Da•L D I N•G I N S P E C T O R S eAPPLICATION FORDRERMIT TO .....A.dd...to...d.w.e.11ixag.....................r. TYPE OF•CONSTRUCTION Wood. ..........:.......................................................................... t ......... ..3/29/89.................19..89 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies.fog a permit according to..the following information: Location Street Barnstable MA. 02.630....................................... Proposed Use .......Add...to kitchen ................................................... RB.......:. Barnstable Fire Zoning District ............... . .... Fire District ......... ............................................................. David J. Condron 1 `George Street Barnstable Nameof Owner .....................:........:........:...::...........:.....`........Address .................,.................................................................. . St, Peter-Builders 3715 Rt. 6A' Barnstable Name. of Builder .......'...........................................:................Address.:::..............,,..... .:..........:.;....:.....................:...:.............. Name of -Architect ........,None - Address .:............. Number of Rooms`............One. .................. `..... .....Foundation .Poured concrete Exterior ...........W,C, shingles conventional Roofing .............As halt .. Floors ....... lyygod...and...un. er. .yment „Interior .....Drywall Add to exist ' same Heating ..........................g.............:........................Plumbing .................................................................:................ Fireplace .:........N ..........................:.......:.................................Approximate Cost ..............: ........... .. . . 12 , 000 Area •.. ��� . V Diagram of Lot and Building with Dimensions Fee ` E l F,6 /pQS�G V � r OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to coriform to all the Rules and Regulations of the Town of Barnstable regarding the abov construction,. 4 Name .. Construction Supervisor's License .0Q0.3:.(/.(...... ! CONDRON , DAVID J . A=319-067 ' No : 32744 'Permit for ..=ADD .4410 DWELLING Sin.gle...Fami Family 1"ln ... ......... Location ..112 George St , ... . . {� Barnst,4. •,•,. .... .... ............ yp. .. ..r_ • _• i f 0w, ner .......:.David JiCondron c i7 n Type of" Construction `..o o d. F..ame •� Plot ............................ • Lot' ..... � ........•-.......... "Permit Granted ...Mai'.ch,...2•9..................19 - 89 r Date-of.Inspection ..................... ..............19 F Date Completed ....... d......... ..19 , Q Assessor's map::vnd lot number 4 .�.��.-..�o..�r.....::.. �'� D� �JG� _ �/_��_ �q o�1 eto� _ H g U' , Sewa a Permit number �. G�. . , �� � SEPTIC SYSTEM MUST BE d�Q ♦� INSTALLED IN COMPLIANCE ,_,�_ Z EAHd9TODLE, i House number .......�..�.... f t�✓....:................. WITH ARTICLE II ST-ATE 9 NAB& Ti639 \00� SANITA T CODE AND,TOWI ii y, a' TOWN OF BAR1 ° "A` LE BUILDING . -INSPECTOR APPLICATION FOR PERMIT TO . ..esz.................................................................. TYPE OF CONSTRUCTION .......... ...... ............. ................................................19.....J... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: i Location .......... ✓/� iQ N S'%.$'�L�. . ... . .... .... .... ProposedUse ..... ...�2...................:`!,.............................................. ...................................................... ZoningDistrict .............k6....................................................Fire District .... '4. S.P.................................................... � .. O�t/ Name of Owner ................ ...i(...�........../.2.Uf v..........Address ...C C .. ... ..........,....................................... r, 1 Name of Builder .............................. Nameof Architect ..................................................................Address ................................:................................................... Numberof Rooms ..................................................................Foundation .............................................................................. Exterior Roofing0-C ......w ��............ ... ...................... ........ .................................................................. Floors ......................................................................................Interior .................................................................................... Heating ..................................................................................Plumbing .................................................................................. Fireplace ..................................................................................Approximate Cost ....... .. ................................................. Definitive Plan Approved by Planning Board -------------------_-----------19 . Area .4`t' ............................ Diagram of Lot and Building with Dimensions Fee /'ate SUBJECT TO APPROVAL OF BOARD OF HEALTH , I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ...................... ...... .............. —2'/ Cuudroo, David J. . . ' �_429l— Permit for ---- ---' � . _ --------'------------------' Location --- ........................... - ~ —.—..------..~~^.~^~-----.-----.. ' � Ovvne, --..—I���id J,� <����J?l�—_---. � . —, � , Type of Construction ..............fraMe................. � . . . . -----...�-------------------. � . . , . . F1ct —_—.�----- Lot ................................ ' x w ' 18 ` ?9 Permit Granted --'�����.---.—.—lg, Date of Inspection ----.l9 Date Completed ..6�11���'����---'—.l� . ^ —' . ° REFUSED �� __._�.�._,. ....=^.-----.-----.. lV ~ . �� .................................................. --'_�c_'��' � r` iE m —..-�.6. ��.��--~.------..,---.----. -_ - . ... . - .�� . .. .............................. .--.��. - ��... ... .. r7 ' ^'--'--'—'r^—'`-^—'--^'— Approved ...... -----._ ................. lV ' . ` --'----.—,------~.—.---.-----. ~ ............................................................. . ' Mldtlda Member Beam. Mumda Member Beam. Joist hanger LEGEND Side Looded Connection sda Loaeedcm,aeclwa us„emcun„P,e," REVISIONS: BY: 1/r die.eoe m) 1 v4•vane-tam ,., roe a.r emlmN m dd.wm ns•cam reba Beta11 Wag Below Nall Paosm b.e T(10mnelb ao.c.awm 3K°Itep rub ells o.a IanEUN ad Asa hbsay-atlas g 'Q .. eaem tee w..ue Bmr teadmbew.m r.ldawm ua�p.nm.nle 18acomm roam. 'cam a.aerae t r'o.a ` red abenon flee. m.M1le !el In W eg Above �w 1 wN'iIn 1 cn and ——— are.. (10d1 ro3'\ L__________— bee aW Mbp 1 B n(e rmm. .Non Bearing Wag B\IOeI (,1ne ® ale)pa I Non-BearYlg Wag Above p 1a)Na11 cede.ror3.pace member must occur.1 bem Idea. eolb ubn an�om rtem am eras.a.ra flora.. �%°mlNmMn andbmerq lerytn .banmaaa gMbw. mi w'n�nan b..a1e Nenvemee may be..reeved by lab mr.--batl talnocranc—loch. 1-M•(w)mile Post Below Post Above mch and by 2ex for.....now mole where sacra µllmrp. Verse-Lam buldim;soda ellawe. LVL berm Multiple Member Connection Bolt Multiple Member Connection Nail 13-D Attachment at End in Panels at Interior Bearin F08 Post Load Transfer f14 Rim Board F19 LVL Header Opening 13-C Exterior End Wall Support a® ® F50 N.T.S. F49 N.T.S. N.T.S. F13- N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. Pose Above R Below k 4 I•...._ _r3 z o w —D3(2) ••w�w r H wwly r I H3�� >w —--------—___—_—.____ 0 rn z a w Htl L M 03 OOZ B2(2) J _ Q ;- 2 r B4(2)H2 J L B1(2) 1 Room over Garage Framing Schedule-Nominallmd Tag cry GescNptlon Length 1 16 14'AJ$120MSR 20'0" f 1 go- 2 1 is'AJS'a20MSR 16 a' 3 3 14°AJ8'v20MSR 100' 1 I Bt 2 1-3/4'x 14'VERSA-LAfd®2.037005P 290' B2 2 1-Wx 14"VERSA-LAM92.03100 SP 190" Nolael 83 2 1.Vr x 1 4°VERSA-LAM&2.0 3100 SP 4'0' B4 2 73/4'x 14'VERSA-LAMS 70' Shop drawings.typical detalls 1 — sad framing plan.,..toning C 4 T. 1 x 14"SC RIM BOARD-OSq W 0 Installation proceauree and unit Identification marks•shall be submitted projectar.hlroacl and/or engineer" } asset quantities and length.ere the responsibility or the contractor. 4 I 4 Contractor Is to verhy all beams and J.lat.at their asset localloca. The floor system(I-Jolaq LVL)ere 1 I designed for floor loads only. Reel load.mornmust when.bracing, Rcces over Garage end beams must beer on...He, Accessory Schedule wells and Interior wells wllh beaAng — -- Tag 13SImpson nufaWmr Product Description straight through to a feeling.Any H7 mpson Strong-To Inc. HHUS410 roof lead.carried by the floor eyelem mu st be ee Indicated on the framing 112 mpson Strung-Tle Inc. HU0412 plan submitted to ue for take-.11. I �--T---I— _ H3 SbongTle Inc. IUS2.SHH4 product to be stared,handled end 1 Installed In accordance with m— .— -- --- anufaetvrer..eeommenaaemn.. I � DR1 — to ca at a =c�_oln ado 1 — START FRAMING HERE oo ace o mgf 4 m o n c N= 1 st Floor Al 14"AJS 20 MSR 16"OCS=_ L2 Room over Garage SCALE: (tr-J SCALE: 1/2"=1'-0" 1/^tt —_ t_Ott DATE: 8/29/2008 L BY: be FILE: Glover Bennett.bcf DWG: SHEET: 1/1 Last Saved Date:8/29/2008 11:00 AM PrintDate: — 8/29/2008 3:12 PM------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------ -------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Joist hanger LEGEND Sid.Loaded C....tIon ears Loeeed connectionNSWuIQPL REVISIONS: BY: 1/2-die.got(b) 10.0 Its'I aiming Well Below P-. ar... Oft re.st 1-I _j "(1illr`7 n7l led-n rol. So,'ren luell Beam gWallAbove Wt 1-3- _ .----------- I'Dol)..it L------------ 2. .1 1. 1(.) sto s. Non-Bearing li Below (b) Non-Bowing Well Above b--1. t-n J --mrinturn-torel'Inwh a—1.P......... b Wm .... Nail ,y W 1111d by 15%rol On--bad It Ill floor and! If ded,111, r Post Below Post Above mare Ind by 25%for rIn-I—mob wrmre Is.Petrans Versa-Lam b0din,ode,. LVL beam O 1::!50 N.T.S. Multiple Member Connection BoltMulti le Member Connection Nail Attachment at End 13 E in g Panels at Interior B2jrhg I Post Load Transfer Rim Board LVL Header Openin 13-C Exterior End Wall Support N.T.S. F49 N.T.S. N.T.S. N.T.S. N.T.S. F19N.T.S. N.T.S. Post Above&Below 4 z _J 3P w 2 u_UU of W 0:1>W z In I I co It- 82(2) B4( H2 Jill B1(2) Room aver Garage Framing Schecule-Nominallbard Tag I oty Description Length 1 16 14"AJSI 10 MSR 20 T 2 1 1 t"AJS T-20 MSR 161 3 3 1�AJS--20 MSR 10 or, BI 2 1.314'xWVERSA-LAM02.03100 So 200' B2 2 1&4'x I W VERSA�LAMS 2.0 3100 SP 1 Er 01 home: as 2 1 314-x I W VERSA-LAM&2.0 3100 SP 4*Cr Shop drawings.typical thrintlis framing U 2 I-3(4"xl#'VERSA-LAMS2.03I00SP z(r and plane,outllnlng __^�`-�_--_._i y� —_---_-_--- - 14 TL I 1.118"x 14"BC RIM BOARD*OSB I Its 01' Installation procedures and unit Identification nuarke,shall be submitted for approval by the project architect and/or engineer. Esne quantities and lengths are the responsibility of the ct-troomr. 4 4 Contractor I.to-ft III boom, and joists at their attract locations. The floor system(I.J.I.t,LVL)am designed for floor leads only. Roof I"do fran,notImm,bnadl'o, Room Garage and bramn,must bear on exterior Accessory Schedule wall,and Interior walls with treating Tag dIlly Mn,,.I Product dptfn straight through 1.ta Tooling.Any "tu'r Product I__ roof leads"nrled by the floor system HI Inc. HHUS410 must t:,so I Plan m:nd'c ted on the entering H2 had to us for tak1r. Ina. Product to be attmocil,handled and Strong-Tie 113 "I. Strong-Tie n bon,11.1. Intriddiftni In....ral....with manufacturer's recommendation,. DR1 st do os,ct 2 (L IS`2 6,0->. to to START FRAMING HERE 1 03 00us ad to 4 1 st Floor Al 14"AJS 20 MSR 16"OCS L2 Room over Garage 13C FRAMERO 6 SCALE: 1/2"c;1'-0" DATE: 8/29/2008 -01 1/2 1 BY: be FILE: Glover Bonneft.bcf DWG: SHEET: 1/1 Last Saved Date:8/29/2008 11:00 AM PrintDate: 8/29/2008 3:12 PM--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- �E HARBOR 9051 P8 F / T \ ALI /X COMMERCE RogO �F EDGE { 118t dF cn SALT �010 o y LCD C U.E3 MAP , ASSESSORS DATA: N23'S1'30"E a r \ O� MAP 319 PARCEL 67 G \ z E FLAPOLE may-` \ LOCUS ADDRESS: DEED REFERENCE. 125869 LOT 1 ono_ m 10,000±S.F. 09sT9 �'�p i \. 'll O Z �� \ ,i,, \ ZONING DISTRICT RE Iv_ m �� oy '�y — 0 VERLA Y DISTRICT- AP rri BUILDING SETBACKS: FRONT - 20' , 111h, \\ SIDE & REAR - 10 10.8 �' � FEMA DATA: ZONE C, A & V5 z = o PANEL 250001 0001 D EXISTING m EXISTING Dy�LLING MAP REV JULY 2, 1992 POURED � � \ CONCRETE 9y J GARAGE O \ J FOUNDATION P�1►IA,'+� J ��a`�H°F 1`'�ss ' FO UNDA TION CERTIFICATION PLA �o z PSG`T`9F�gc5 v® FENCE STEPHEN OD170t—MHW Prepared For - OD►� D37 ® N23°25 20 E f 11,2 GEORGH STRE'E'T A �✓,c aP � 1 S5 �Q� 1 �� In � u av�y� � � r O Barnstable, Massa ch use t is ,. Scale: I" = 20' Date: October 25, 2008 { • I HEREBY CERTIFY THATLTHEG AGE FOUNDATION Prepared By.f Stephen J. Doy1e and Associates IS SHOWN ON THE PLAN XISTS ON THE GROUND. GRAPHIC SCALE 42 Canterbury Lane, E. Falmouth, MA 02536 Telephone: 5081540-2534 DATE PROFESSIONAL LAND RVE OR zo o �o I ao ao Re vassorz Bloc . i ( IN FEET ) 1 inch 20 ft. NO. DATE DESCRIPTION BY I f �PV HARBOR _ — ePFtNs �O 8 6 ys 4 14 12 10 16 Pp�E .;' Op \ ,Ii, \ /X COMMERCE R0�40 of �. \ �l 8f-MHW # \ TREET 11 ,t O ' LJS. ' MAP o � t �/YJ L. C ASSESSORS DATA: '30"E 17.4' O� \ 0 MAP 319 PARCEL 67 N23°51 FLAG oz x o POLE -` Cif \ '' \ LOCUS ADDRESS: �^ 70 C, � m %LI DEED REFERENCE- 125869 LOT 1 m 10.000fS.F. 0 9`rT9 ��o y \ \ ZONING DISTRICT' RB N , 0 VERLAY DISTRICT AP rri \� BUILDING SETBACKS.- PORCH C� \ � \ �� A \ FRONT - 20' L \ SIDE & REAR - 10' 18 cn \ FEMA DATA: ZONE C, A & V5 10.5 — — 0 \ 20 3 z I= I o PANEL 250001 0001 D 6' 1 I �' EXISTING DWELI�NG' \ \ MAP REV DULY 2, 1992 1 0 �1 1 20.00 1 \ PLO T PLANT O F LA IVD RAZE I r — 9 1g 2 J FENCE HW 12 16 4 10 8 6 Prepared For- EXISTING J x 18 170t- M GARAGE s' N23°2520"E I 112 GEORGE STREET In PROPOSED *eesaaa GARAGE oo ���ti pr i,��s, �, Barnstable, Massachusetts e F � Scale: 1 = 20 Date: August 21, 2008 ® STEPH', ® Prepared B GRAPHIC SCALE DOYL_ to. y' ® �y Stephen J. Doyle and Associates 20 0 10 20 40 80 w _ oc F ® 42 Canterbury Lane, E. Falmouth, MA 02536 Telephone: 5081540-2534 a ( IN FEET ) 1 inch = 20 ft. NO. DATE DESCRIPTION BY