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HomeMy WebLinkAbout0005 JOAN ROAD v o - 4 r , s e „ , • " .. r C ..�. ,. a •. , :.. .� t .. .: :. ,t . � , � ��, _. e �, _ �; r _ .. �.; . -.. .. ,� _ r ,: ,, k ' i . , .. ., _ ..� p} ., �' - .. � .. f, r _ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION w Map 9-94e Parcel ,0 a_&` Application # I Health Division Date Issued I, 3 Conservation Division Application-Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address ✓1 d Village Cam► Owner Address Telephone -2—,, YT— 3 d CA '3 Z �,1'I '. ermit Request Qn� :b R ro C_0 1 V t(W `�0 Square feet: 1 st floor: existing 1 /2proposed 31 T 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay '• ,Project Valuation 1 IWO Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family "�M Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes No On Old King's Highway: ❑Yes .8 No Basement Type: W Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing 1 new _� Half: existing it new Number of Bedrooms: .2 existing Q new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas Oil ❑ Electric ❑ Other .Y Central Air: ❑Yes �&No Fireplaces: Existing New Existing wood/coal stove: 0 Yes' No tee , Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage:�Fbxisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: j Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ _ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION r _ (BUILDER OR HOMEOWNER)- Sv 33 /c,)- Name /� ����Gr`'�I �i Telephone Number Address �� � ( License # Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE h DATE 6111 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED M®P/PARCEL NO. ADDRESS VILLAGE OWNER 2 DATE OF INSPECTION: FOUNDATION i FRAME-SW AT, i I�Ilz t INSULATION 21� FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. -x Si s s -- The Commonwealth ofMassachusets Department of-rndustria(Accidents Office ofbivestigadons 600 Washington Street Boston, MA 0111, FFTorkers' Compensation Insurance Affidavi Builder / A licant Information sContractors/Electricians/Plumbers Please Print Legibly `Name-(RUMMs a-Vg ontlndmduzl): C i') Addr-ess:--::� ,)p ity/State/Zip: Phane#:. w G} pouan employer? Check the appropriate box: 1.❑ I am a employm-with 4. I Mn a general contractor and I Type of project(required): 2.Z] employees(fan and/or part-time).* have hired the sub-contractors 6. 0 New construction I am a sole proprietor or partner- listed m the attached-sheet Ship and have no employees These Sub-0 7 ❑ ode g ontractors have g, �Demolition wonting for me in any capacity. M3p1oYees and have workers' [No workers'comp, iner„ r,re comp,mstn8nce.#. 9. 0Butldiag addition required.] 5: We area corporation and its 10.11 Electrical repairs or additions, 3.❑ I am a homeowner doing all work officers have exercised their myself [No workers' c 11•❑Pltmsbing repairs or additions, amp• right of'exemption per MGL: ms rEEnce required] t c. 152,§1(4), and we have no 12•D Roofrepairs employees. [No workers' 13.0,Other comp.insurance required.] 4nY appficaat that checks box#1 must also�out the section below�Po s sIl work 3'e�,they showin their w t Homeowners who submit this affidavit indicating they am otkers'c ompensation policy information. $Contractors that check this box most attached an addition sheet showing al rk and their hire outside contmctOrs must submit a new ai�davit indicating Inch. employees. If the sub-coahactnrs have } the name of the sub-coatractnrs and state whether or not those entities have ey mast provide their workers'comp.policy number. I ant an employer that is proving workers'comPensafion insurance ar information. f my employees. Below is the policy and job site Insurance Company Name: Policy#or Self=ins.Lic.# Expiration Date Job Site Address: City/State/Zip:Attach s copy of the workers' compensation policy declaration page(showing the p°g nnnabe Failure to secure coverage as required under.Section 25A ofMCrL c.152 can lead to the ' rand expu-ab°n��) fine up to$1;500.00 and/or one-year impris ='position of criminal penalties of a Of up to $250.00 a day °�� as well. civil penalties in the fomi of a STOP WORK ORDER and a fine against the violator. Be at}vised that a copy of this statement may be for w, to the Office of Investigations of the DIA for insurance coy erage verificati°n. . I da hereby c under the and penalties o fP�l�'that the information provided ab Ne is true and correct Si CA- Date: ITD Phone# �! •� 2 Q'cial use only. Do not write in this area, to be conrpJeted bJ'city.or town official CitL& Dther Town: Is uthori PermitlLicense# Authority (circle one): of Health 2.%44ibg Department .3, MY/Town Clerk 4.Electrical inspector 5.Pl p umbiagInspector erson: Phone#: Town of Barnstable . Regulatory Services i Uaxsr=. Thomas F.Geiler,Director ram . Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4.088 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print. DATE: JOB LOCATION: J I rV1 i/„ number , street village K• .HOMEOWNER": 144vqh name I home phone# work phone# CURRENT MAILING ADDRESS: At `�,✓'✓e C)z G� Z city/town state zip code The current exemption for"homeowners was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not supervisor. possess a license,provided that the owner acts as 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'.foiin acceptable to the'Building Official,that he/she shall be resiponsiblefbTall such work verformed under the building ermit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. . The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and require ts. Signature of Homeowner Approval of Building pp uildmg Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be re { State Building Code Section 127.0 Construction Control. g required to comply with the HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that.the homeowner certify that he/she understands the responsibilities of a Supervisor..On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt j �IHE Town of Barnstable Regulatory Services �63¢ Thomas F. Geiler,Director �1 � Y Building Division Tom Perry,Banding Commissioner `200 Main street,Hyannis,MA 0260I www.town.barnstahle.maxs Office: 508-862-4038 Fax: 508-790-623 0 Property O er Must Complete and S' This Section If Us A Builder_ as Owner of the subject property hereby authorize to act on mp behalf, in all"matters relative to work authorized b this ., ding permit (Address cif Job) Pool fences and alarms are a responsibility P ty of the applicant. Pools are not to be filled before fence ' installed and pools are not to be utilized until all final inspection are perforiAed and accepted. Signature of Owner Signature of ' plicant Print Name Print Name Date Q FORMS:O WNERPERMISSIONPOOLS -'nub P g oil ,I It I f fr, t _ 1� 1 i I f �f suhc 14) C-e-�eC-�r i c � pl�,rnhin� C�m(�S w o cl�_ 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 V WindExposure Category.................................................................. ............................. ...............................B 1.2 APPLICABILITY Number of Stories .............................. ...............................(Fig 2)............................__stori s <_2 ......(Fig 2) ........................................2 stories RoofPitch .................................................................... 512:12 - MeanRoof Height ..............................................................(Fig 2)................................................. ft 533' BuildingWidth,W ...............................................................(Fig 3)................................................ ft 5 801 — Building Length,L ..............................................................(Fig 3)................................................ft <_80' Building Aspect Ratio(L/W) .............:.................................(Fig 4)...........,.........:...........................1.!5 3:1 Nominal Height of Tallest Opening ...................................(Fig 4)..............................................��s 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.......................................:...................................................................................... ConcreteMasonry.................................................................... ................................................................ •-- 2.2 ANCHORAGE TO FOUNDATION''3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only^ Bolt Spacing-general ..........................................(Table 4)............................................... iJ in. Bolt Spacing from end/joint of plate ............................(Fig 5)......................................_,13_in.5 6"-12" Bolt Embedment concrete.........................................(Fig 5).................. $' Bolt Embedment-masonry.........................................(Fig 5)............................................ in.>_15" PlateWasher...............................................................(Fig 5)...............................................>-3"x 3"x'/4 3.1 FLOORS \ Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................. ,— .................. y Maximum Floor Opening Dimension...................................(Fig 6)........................... ft 5 12'or L/2 or W/2 -. 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 _<d -— Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...................................................._ft 5 d \--- Floor Bracing at Endwalls.............................. (Fig 9)...................................................... .......... \ Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)...................... V Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)..................... in. Floor Sheathing Fastening..................................................(Table 2).S_d nails at jl�?_in edge/�Z in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5).........................�ft 5 10' Non-Loadbearing walls................................................(Fig 10.and Table 5)....................... 1. ft <_20' ....... Fi 10 and Table 5 m.<_24"o.c.Wall Stud Spacing ................................................ (Fig. )..................��' Wall Story Offsets .......:................................................(Figs 7&8)............................................—ft <_d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5).....,........................24d -Z ft1_in. Non-Loadbearing walls................................................(Table 5)..............................2xK;-�-T-1 ft in. \�L Gable End Wall Bracing .............................(Fig 10 ................................ ..... V i Full Height Endwall Studs............... ( g )......................... WSP Attic Floor Length................................................(Fig 11).............................................—ft>_0/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................ ft>_0.9W 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11)......................................... Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)....................................�ft �I Splice Connection(no.of 16d common nails)..............(Table 6)......................................................... �� A WC Guide to Wood Construction in High Wind Areas: 11 D mph Wind Zone Massachusetts Checklist for Compliance(780 CMx 5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)..............(Table 7)......................................................... Non-Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)...............(Table 8)........................................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)..................................!a ft L in.<_11' \�L Sill Plate Spans ........................................................(Table 9)..................................S-ftL in._11' �i— Full Height Studs (no.of studs)...................................(Table 9).......................................................I;_ _ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..................................a ft�in.:5 12' Sill Plate Spans...........................................................(Table 9).................................Z ftjC a in.<_12" �I Full Height Studs(no.of studs)....................................(Table 9)..................................... ............Z. Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Openingz .......... ................................................................4ie5 6'8" \��l SheathingType..............................................(note 4)....................................................Ji �I— Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ n. Field Nail Spacing..........................................(Table 10)................................................. in. �l Shear Connection(no.of 16d common nails)(Table 10)................................................. Percent Full-Height Sheathing.......................(Table 10).................................................-4-_% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension,L Nominal Height of Tallest Opening2.................................................................4y.4p <6'8" �I SheathingType............................. ................(note 4)...................................................... Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ in. Field Nail Spacing..........................................(Table 11).................................................1.2 in. Shear Connection(no.of 16d common nails)(Table 11)...................................................... Percent Full-Height Sheathing .... Table 11 .................................. z:)% v 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?.............................................................................................................................. 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...................................................(Figure,19).........."7.11 ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................ LF plf Lateral.............................................(Table 12)...............:............................. plf Shear...............................................(Table 12)............................................S 7 plf Ridge Strap Connections, if collar ties not used per page 21.....(Table 13)..............................T plf Gable Rake Outlooker......................................... (Figure 20)..............,ft<_smaller oT_2'Cr U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors \ - Uplift................................................(Table 14)............................................U411lb. V_ Lateral(no.of 16d common nails)...(Table 14).......................................L Ib. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 59).........`...ZD` \ _ Roof Sheathing Thickness........................................... ........................................... ,in.z 7/16"W4S�P_ V Roof Sheathing Fastening...........................................(Table 2).................................................... Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a 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. •y AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. 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 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. 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 the Figure, Vertical and Horizontal Nailing for Panel Attachment .b AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(7so CNm 5301.2.1.1)1 -MEN THIS EDGE RESTS ON F�FtA MING LW 8d NAtZ AT 8'ojr- 11 11 t! 11 11 1 11 n 11 1 u 1-I rl 11 11 1 11 11 11 11 11 11 11 11 - 1 71 11 11 1 H 1-I 1 11 It 1 - 11 11 Ir,� 1 I l 1 1 1 1 4 1 It li Il CD It w• U 11 1 Z h 11 � 17 fl 11 11 II 0 11 Ir 1 11 It I! ii Ir Ilj 1 d w, 1 . 11 Q II 7r W 1 V Il 11 F• I I 11-0 I 1 1 II I1 1ILK 3 1 t 1 {� I I !1 1 1 1 n 11 1 � !I I11 ty DDUF)GE ------ , MAll_SPACWG ;%t PANEL See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 a Za 1 1 1 TI 1 1 1 1 tl m i; I ' a 111 11 1; FRAMING MEMBERS 1 EDGE M ERMEDIAT£ 1 I +1 M � I 1 31PAIN. I r 1 1 STAGGERED i q 3"MIN XNL PATTERN PANEL P1 NPL EDGE 'i'I DOUBLE NAIL EDGE SPACING DErAL Detail Verboal and Horizontal Nailing for Panel Attachment vi. mOKE DETECTORS REVIEWED B R :T�BLE BUILDING DEPT. DATE FIRE,DEPARTMENT--' DATE sr, BOTHSIGNATURES ARE RE61RED FOR PERMITTING t 411. -- Y'.ry"^e;^^^.v.,w. •~. V�� � f � (,ice ^�.\` �e•.qfv� ��k .S� .....�+�.�c,e_,-Y.-..z...•......is.�..�..._...,v .v�.q`�o f � I\•' \�� ~fly d�4 �rt- G � Y n .r .a �.., �._._..�; • � �,aim^'� r i �.y + �n�'a`+�`'.F'`�.a:�;•�'.'i��='C"�'+'3fe9""} '°..s..r - r .a�:"a'�+lSa�Kt. �^- rs�t'-2`",s .�.y '` 'gy�.s�.,� 'x . ".. .,.,.., s d'. ..� .^4,35a � '�v.%# .;�xY'F:'t�+• r .°,�fi. �'rC%= :� �. s _ No 17 _ %!+'kar°k.-.s'"g, " 1, 'may„ sr a;` t.� ��i �'t ""r�w:�s,.a•^' i '' #w"x R - 4 - 'X•.eir^=i• r�°' .�r.�' .�....ti G ,Fy'4i� ��-axj `�r * ?4` �' 4� v`}sx rM y' '4 r{ f�t ,n � '°�:�,-.�+. 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Rt F E R=E,N C E: /3E/.A/G L.o"r / — A3 s -/o w ' GC.'.�.� ..+G.•�/O' C'4!>.@T �0.�-�+r✓ .3 Q �l0 9`� " � e' y4 �t 3 7 7' _ tr!`k} E`R:EBY ' CE. RT{IFY THAT THE 8U1LDING G. LAND - SU ;RVE OR SHOWN, ON THIS PLAN 1S LOCATED ON `.:ROuN.0 AS SHOWN HEREON AND G T' H k-T t T` `. Qo,Es CONFORM T O T H"E tN OF Mess 2Otv1NG` BY - LAWS OF THE- -TOW•N OF �4 ;-oe 7s7"109edE W H E N C 0NSTaRUCTE D. JOSEPH M . f j`u MONAHAN J L E ,M1:S U:R-V.E Y. C 0 N SU ETA h`TS, rl N Ca �' g F� t; ; WE S YAR oUr ' 5� N S Rv y '+ {'e h^ 4. *C P � "" y ♦s '°� �`� V,.` fL *,., >c:u k. •.ra%a >< s3F.t'3,+=: w .�. M� .� r Ycl.ti-s,,a. - t-w t t.,4 x .; ,t:. Y tie *K ' ,�P't �'A1a Y •. ,,�{ F __ -_— _._ - - .� . 4•`^:a r:- 4 .e""d. art+"..�.+...-. �v�•..--.�+-•-.+..�...�...--._..�-..—r.--���..-.-.. ...,...•-+.�.+.-.r_.+.,,...`ewe./�.r.-�vti.r"..`�"''i•r.�.�r.r.^'t'v-'...._„�,y.`.-.��.-.�..N ..-/r"^A.• ti++.v�.✓.....�-v.-'-'�v....."�• •ram.. 1.-..r.v .`-.� , #s esso s map and lot numberIOM ' BE INSTALLED Ind COMPLIA WE Sewage Permit numbs ....... ........................................... SANITARY CODE Af`0ffl 'SUN RIbG TOWN OF BARN-n-nLE i BABBSTABLE. i 16 9 .•� BUILDING INSPECTOR 'Ea YPY a' APPLICATION FOR PERMIT TO .....:C?/.1.... ....... ....... ....... . :. .. .................y�,. ........................ . . ..... . .. . F CONSTRUCTION ..........L /. J ..... .......................... .............................................TYPE O TO THE INSPECTOR OF BUILDINGS: The undersigns hereby applies for a permit according to the folloAving informs A ion: Location ... �. ��v .. .... .....;. ......... .. . ....... . ............ ............................................ .......................... ProposedUse ....... . .......................... ....................................... ................ ........................................I......................... Zoning District .. ..,.. Fire District .� �!�A.. Y... ..................................... Nameof Owne v .. ...................... ...... ddres .......... .. .... ............... . .................... 4 Name of Build ..Addre ............ ..!....�...........................4........ Name of Architect .`......................................Address ... ..1 ........ ...................' Numberof Rooms ... .,.....................................................Foundation . .. .. .................................................................. Exterior 104................. ... . .............................................Roofing ......... .. ..... ..........................!.................. ................... Floors .... .... . .... .......>.............................................. ..........Interior .....;� . .............. ....�................................ ,( ...... .....:........................Plumbin ...........:.......... ................... HeatingL e °�v1�.... ....!. g Fireplace ... ...`J'.....o�- ....... .......................................Approximate Cost ................. .... o� .....i.d..�.-................. //A� .. . . . rL:. . Definitive Plan Approved by Planning Board -------------------_-----------19________. Area .............. . ....... Diagram of Lot and Building with Dimensions Fee 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 bove construction. y Ne . ...... ..................... .....................A............ ` Cape Cod Building Supplies, Inc. f 17605 one story, No .....i........... Permit for .................................... single family..!�!ej; ........................................ __.��g ...................... Location Joan Roads —&��....; ............................... Centerville . . ............................................................................... Owner ....Cape Cod Building Supplies, Inc. Type of Construction frame .......................................... Plot ................................................. Lot ............................................................... #10 ....... .... ................. Permit Granted .........March 13 .........19 75 Date of Inspection ............. ........ ....Date Completed —.7/K ?,j..............19 PERMIT REFUSED .................................................... 19 ............................................................................... ............................................................................... . ................................................................................ Approved ................................................. 19 ............................................................................... ............................................................................... Assessor's map and lot number .. { ......... Sewage Permit number ..'��...... .......................... �. Qy�FTNEr��♦ TOWN OF BARNSTABLE Z BAB33T"LE, i ° "b . BUILDING INSPECTOR 0m APPLICATION FOR PERMIT TO � � ' � � TYPE OF CONSTRUCTION .......... •`?'•!• G?✓.:....................................................................... 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit /according to the following information: Location .....:................................. ?,. . :.... _.. r .. ......... .............................................................. ` Proposed Use .......r ..! 1 ` ! 1...................................... !/............. .................................................................. v Zoning District ... ..........................................................Fire District ..! c•:'? .. Il i /K/ ,/ ,H1AA� r [iK�tl nGrri i^as`,/ '•}Yi.� / / 'mot . Name of Owner .................................... ... Address .................../............................................................... Name of BuiId4 ..........Addres �.0 e), . �, !f f a L G � ........ ......................................... Name of Architect ....Address ..� - ' 'e- Number of Rooms '3 ..............................................Foundation r: � Exterior .1 � 7................................. Roofing,.........%......... ..............� .�/ '✓' .................:..................... Floors ?'t` t �� Interior !..�,..... �.. 0..�� f�... ........ .......... ........... ........• .. / t .............. ... ...................................... r t Heating '. mg ..............:.......:...........:........ r/ Fireplace r........................Approximate Cost '� pp ��.: �.... .................. Definitive Plan Approved by Planning Board ---------------_____-'__ --,19________- Area <....../�.'....�.... ..'`.... J Diagram of Lot and Building with Dimensions Fee ��........!�..........:.................... ...................... SUBJECT TO APPROVAL OF BOARD OF HEALTH eA 7. -4 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. `�j�� /� •L'�� n, L � 2v, Name�"J / �;1/ yV! ...... ....... ....r ........ Cape Cod Building Supplies, Inca 17605� one story,, // No .................. Permit for ............................... I . single family dwelling .................. .... Kather4l & Joan Roads Location ................................................................ Centerville ............................................................................... Owner . Cape Cod Building Supplies, Inc. ............................... I Type of Construction .. game ............................ ................................................. Plot ..................... .. Lot ................................ Permit Granted .......Ma ch 13 19 75 �*'***__**'* Date of Inspection .......... .........................19 Date Completed .......... .........................19 P1 IT REFUSEDr ............................ 19 ...........M . .... '........................... .......................... ... ............................................................................... Approved ................................................ 19 ................................. .................................. ................... ,...................................... �, 00303,E m e Lot Z�._____________1 - - c cgomn� _ Ploor brwcinq a 4'-O"o.L.- - - , Q � p for panalL ectia 1 - Q �� h��P p`^n � w I I j I 2 x 1 0 Floor joists B I!a`o I' L _ - C 1 - -1 -� 7 I �ilmpcono LUro 2 B e 1 a n } E x CxisFinq fra inq -- y � S L JJ— h7-FLOOD __r____ • r .. ���� • Andarcan®TW 2042 r - L a o N r.a.4 4 %/4"x 4ea%/4" - w \ _ O LP , R-amok door wnd r Andersen-7'W 2 0 4 2 \ O 2 2'-4 1/2" a o o a CD C V a+ul r TharmaTrum FGtoO tea^ n Wi 5"xe"-IO 1/4" mry TIRE m �O Q+ Q+ R-amo.ra door wnd � ^I Z �_ m N A 0 a \pa#ch to mwtch A PLAN Pin naw founds+ion+o old w/4 CC) •4 x 1 O"mbar pins drilled into � « 5/a"x I o•Anchmr balFs w/ B"x 4'-O"Poured concrete foundw+ion •.�+ o ^ old foundw+ion wnd p - % %' 1/4 PI# hers - sat an 1!a"x 1 2"cant nuous conerata - 3 ourad n#o naw. a # VI m U o f II plat ds foo+inq w/2 x 4 kaywwY. - Thisan was des quad nLLordwnLa wi#h9 m---- - __- - _ - _ #h r at o wl s d wI God 2 T N __ - e a on wnd+ha M�tachusa++s 7 BO Gt-IR- - V Q ,_________________� _ ___ _ __ __ .. 1 Prop T. 2" n �.. \ • o. I I!o"x B"Alum'num Wwlls to ba romo�ad - For 2 x 1 0 Joists. y ......... " Cl— (� 111 13 U a s I. I foundwtian vent 4A�AGo a Cx s#nq walls u- U J • I I I I I I \ �� � o I m m I I I I 2"pourad contra+a dus#Lap I `', \ All Masuraman#s f pimansions xa to i I I I w/G Mil.poly vwpor bwrriar I T - _ ba si+a�arifiad by Ganarwl Gan#rwc+or I I I I , � I v w+time of Lons+rueFion excaptlon Wood s4-r-+ur.1 panals with w I - mum thiGkncss of 7./I G inch f 1 1.1 mm1 wnd w " 1 I I I 1 G"x B"Alum num "a r.. • ' \O_d'` ��\ mreorvme ir'sd e+++doh edi n yg blaL lcod pdln 9 opsnnahL+9Pna ifPwn e rngoas+lswe List+hhia awlnl+bt�aw ocpnhramo�ca uwnttn d+a m�!j�oama For aw- euipw rpo q Fpr2ox T.O.F. �u _________________J L________--------------------- mu1 0Jo , p wth 7B0 61-7-Twbe ^ O--- --------------- _____________________ ______ fo oto Ad w/4aa. %01.2.1.9—shwll basto roin#ta O" w1 \=_Uwddinq loads de#armined in n�-j n5$ Gu+new%'x%'wLLa.s I l old foundw+ion wnd urodinto naw. wLLordawa with+ha ftha - --oS ^30 � �po provisions o _ opening}o ww crwwl spwca I " In+arnw+ionwl 6uildin Goda but, I 4 9 ha O a m.•..u`o .t wind loads sat Forth in 7 BO GMT`i%.00. ®® S E N /ram FouNIDf+T119N PLAN `ate o o m a O a+ - I jAddition AspaL+F—+ia C LIW)- I.5 7 u n ILLo I I � � d rcmwad . N .tins walls �1 w walls DRAWING TYPE: All Masu a ants 1 p mansions wro#o � be sites varifiad by 4enarwl Gon+rwc+or - wr+imp,f Lan.tYOL+ion - SHEET NUMBER: ' A200 ,• m Z . Z • o / s • roimPsonm R"�connec+ors e 1 2"o.c. 0 ^ ' Fubber Me mbrane�oof'nq L 3l_ 1/2"GDX plywood sheer+hinq O-yp.) Proper vents e 1 fo"o.e. +(�►r Line of 2 z!o sleeper attwched+o r u 2 x 1 O�wf+ers e 1!.o"o.c. Ice and wester sh'eld l+ypJ L `� .xis+mq frwminq w/9 1/2"x 1/4" >'• '' "�iq d foam insulation e 1!o"a.c. } Q _ 2 „ himpsonm hDh screws • �' "'{ 1 -� f Q —_ _ }• n� I _ 2 h'mpspn N 2.z hurriawne+es e 1!o"o.c. himpson N 2.0 hurricane ties e I<o o.c. -�'� . i 1 8"H.O.tnsula+ion 12-9 0 Aluminum iutter,+o drywells lV Q 2 z4 knee Wwll e--tInuous soffi+.ren+(+yp.) N I x_PVG+rm boards ^ �\ • 2/2x8 Hewderz(+yp.l' i � ,1 U• V I White cedwr shingles 6 0"+.w.(tYP) X ' I 0 Ty—kTM housewrwp(+yp.) w < I � V r OL I I 1/2"APA rested"full-htigh+"skew+hinq(+ypJ J 2 x!o Wwll stud e 1 el"o.c.(+ypJ I 1 4"APA +.4q.subfloor `i 1/2"N.D.lnsulw+ion 2 1 (1,yp.) - (glued and palled 1 ry Anchar bolts w/ nt ~ °m 1/4 "Plw+e washers z m o a"H.P.lsulation• %o `i 1'-I.wnd 6"from sill plateends. ,Il « 3 O I ,.. As hwl+founds+ion sealer •� 0 W 3 rr 2 z 1 0 Ledger a++ached w/ /e. p # n� J m U o 1/2"x 4"bol+s e 1 Io"o.e. r -� B"x 4'-0-Poured concre{-e foundation 4- W se+on I ea"x ( 2"con+'nuaus 6on1re4- - V "`� J Q I 2"Poured concrete dus+cap fao+lnq w/2 x 4 keyway.„ - - Z w U - m.il poly vwpar b rr er W V u I � 13�i1-r�iNG heGTIoN up... a " w t=. ` °Oom3p T a m 3o iDE U1 u Ja�CO Q m Ul E+ OF OD�v W K aJ DRAWING TYPE: J!:1uildinq pee,+ion"A" SHEET NUMBER: - A400 -7 c tEo�Ju u 1p • � � ° c UEt�Ot EEu' com�On°va , I L • p h•;ti / m - � - -impson N 2.ei hurricane+ies a 1 v o.e. � '� � 1_11L .7 sleep..wt+wehed+o J-_-______ _ I on SPh strews l I.. .� I --------------------------------- I f ,tee/,• � � `, --------------------------------.----------- - I I a. I 2 x 1 0 R-wF}ers 6 1!o" FTT I F _� u `�EA'�ELEVATION / iiI woof brwcinq 0 4'-O"o l O I < I r U ie J - - - � � - Line of 2 x�sleeper w}twahed}o I :i I lezis#inq framing w/% 1/2"z 1/4— I is Ir�impso a-O-care I :: I \ — .. .. 1 himpsonm R.�Gon eators e 1!o"o I W H Y () Z 00 D W m K m - Czw#inq frwminq I I •— ,w•,� Q W �m 3,° # CSC J K J 3 0 Q U J -- N O o •o m� LL a- IL k �" I ex'stin f w 1 p _ 4 1 9 r min9 I d ® Nr' FAME PLAN I I -Gale: 1/4"• 1'-0• I I LJLJ I I 0- ` - I1:g,711N 0- - - - I I I m m m m E I I I15 E a .. -- ------------------------ --- -- /P�F-161NT m ------------------------------------------- N -+�n W o 1 DRAWING TYPE: F-oof Frame Plan ElevM ions - - SHEET NUMBER: {