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0170 OLD KINGS ROAD
i�� d�� ���� r�q'- i Town of Barnstable Buildin ? eat Posf_This�Card So That it is Visible From the Street Approved_Plans MustMust tip Retained on Jobland this Card MusBA"SrAt be Kept MASS. �' :Posted Until Final Inspections Has Been Made. PeY'�11� ,ass .m x :... - Permit oMa�" ,Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made." Permit NO. B-20-2204 Applicant Name: Scott Doughman Approvals Date Issued: 08/17/2020 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 02/17/2021 Foundation: Location: 170 OLD KINGS ROAD,COTUIT Map/Lot: 022-090 Zoning District: RF Sheathing: Owner on Record: BUFFINGTON, RICHARD B&DONA Contractor Name: HOME DEPOT USA INC Framing: 1 Address: 170 OLD KINGS RD Contractor License: -112785 2 COTUIT, MA 0263.5 T - Est. Project Cost: $ 10,437.00 Chimney: Description: Remove and replace 14 windows, like with like, no structural Permit Fee: $53.23 changes. :` Insulation: Fee Paid $53.23 Project Review Req: -- y Date: 8/17/2020 Final: Plumbing/Gas Rough Plumbing: g g This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months aftORMR&.Official Final Plumbing: All work authorized by this permit shall conform to the approved application and.the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Service: 2.Sheathing Inspection 3.All fireplaces must be inspected at the throat level before firest flue lining is installed T Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Final: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Rough: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not.have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Botell BTUFFINGTON RESIDENCE 9-10-08 vwr000-seopsov� 3 Mnf°stoevuevd,t '170 OLD KINGS ROAD- e 3:57pm COTUIT 1 of 1 KeyBeam®4.503j - kmBeamEngine 4.503z2 Materials Database 841 Member Data Description: Member Type: Beam Application: Floor Lateral Bracing:Continuous Top Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Dead Load: 0 PLF Deflection Criteria: U360 We, U240 total Live Load: 0 PLF Deck Connection: Nailed Member Weight: 24.5 PLF Filename: LOVELY-BUFFI Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Additional Uniform (PSF) 0' 0.001, 24' 0.00" 12' 0.00" 10 30 Live MEx 2400 2400 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall 3.500" 1.500" 5944# — 2 23' 6.750" Wall 3.500" 1.500" 5944# — Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members - Dead Live 1 1702# 4241# 2 1702# 4241# Design spans 23' 6.750" Product:1-3f4 x 18 x 2.0E CP-Lam LVL 3 ply Component Member Design has Passed Design Checks.— Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 35012.'# 70234.'# 49% 11.78' Total load D+L Shear 51874 179554 28% 0.01, Total load D+L Max.Reaction 5944.# 156194 38% 0' Total load D+L TL Deflection 0.6857" 1.1781" U412 11.78' Total load D+L LL Deflection 0.4893" 0.7854" U577 11.78' Total load L Control: LL Deflection DOLS: Live=100% Snow=115% Roof=125% Wind=133% Design assumes a repetitive member use increase in bending stress: 4 Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners - x,, Copyright(C)1989-2005 by Keymark Enterprises,LLC.ALL RIGHTS RESERVED. - ENTERPRISES.ct.c "Passing is defined as when the member,floorioist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed by a qualified designer or design rofessional as r uired for ap roval.This des i n assumes product installation according to the manufacturers specifications. .Y..' K � ' �. � .. {(� �`:'r.y.v r'h""'rf�,"1 xt's Fp'(fr�3�a'ii�tF;!Tti'� ft° A'Y'Yr?.Y°rw",rvy'�►h yyj ""`r - '.+ N-�..,.^s�..-n. �oF.ME Town of Barnstable E. - Regulatory Services . Foya�. Building Division 200 Main Street,Hyannis,MA 0260.1 Office: 508-'862-4038 ` Fax: 508-790-6230 Inspection Correction Notice Type-of Inspection ,ariyIx Location 170 04,b,,K4,&5 a C°T. Permit Number Owner /./FIF�lAf6,- N) Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: !'Lc LL 4,%HT fru �YfRe6F 2)oo,e ��S'--VA) " tom [ ' 1 C--r6`!4t S-,-ra,b 5, /je�E�&::6 *-r C—AclF L=Aub OF IU C-w s�1 ti c N& r-"q W 14);b0 01 S -- O au L-Y 4bqUF f. GAD LL Ye-re- t �-s 16, S'74 LG L---b ?,59 14J-F C A — LTV�R V ��-F?r-YQ 10 e*r- Q L�N61 S)0 s Olt, JR/J O SY 1 Lcl T 7` a T` 5 2 OW rGl� U` c� ,y �'j✓. '✓ 9G6-- Nis Rou641 IAJS-r�c7-/01V 0 E' Please call: 508-862-40� for re-inspection: C'�n Inspected by Date p r O`v } of `oFiHE,ow� Town of Barnstable - BARNSTABLE. Regulatory Services � "-' ' `� t639 Building Division 200 Main Street, Hyannis, MA 02601 Office: 508s-8624038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location /t'Ga /(�,ti�,-� t��� • ��r Permit Number U � ''3 Owner �"��r f�J�'�-r�sev Builder F - One notice to remain on job site, one notice on file in Building Department. ( The following items need correcting: /U e N& J/7-/'c c--'sir' (J bu b O la)-s Q U {v �u n-f ✓A/q 14 L.l e`—= ;O 7" C�3,1q �. �.. �4'C 5 1 r4' C t f 1 f L. �LoJ L A) ill cal <�- If !b/ �rry J ' PII�Q J?' �t`� °J ©1 E S z6 I 1.310 Please call: 508-862-40a8'for re-inspection. Inspected L by l�C1'1� ,� fC�.� ,,; ti,�. r' O j � Date TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION- Map P arc r Application a �� Health-Division Date Issued dS Conservation Divisi n Application Fee Planning Dept. , i_.. �: Permit Fee ( . Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis Project Street.Address 1 - Village Owner t Address. Telephone Permit Request lax 14 UA 8 ot CV1 fioop\ C at i 2_4Xly a-kck a Square feet: 1 st floor: existing i OOproposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Q-w Alt he'1 Lot Size_ •48 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ,61/ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes JNo On Old King's'Hiighway: ❑Yes dNo Basement Type: X Full ❑ Crawl ❑Walkout ❑ A Other lS�111i M acl a.�l�i/I V&t, l Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing_,2 new ® Half: existing new Number of Bedrooms: existingnew f 5et�' �ees — P��"iCab�' ' t S�My Total Room Count (not including baths): existing new Fir F (!5o"5o"')1CXd1u5nt t�+�f'I� Heat Type and Fuel: ❑Gas Oil ❑ Electric ❑ Other Central Air: ❑Yes X No Fireplaces: Existing cZ New ® Existing wood/coal stove: ❑Yes A No Detached garage: ❑existing ❑ new size—Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing size Shed: ❑existing ❑ new size _ Other: s 21x2; Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# c Current Use Proposed Use _ - --- __PO P APPLICANT I co (BUILDER O �OMEOW N rn Nameocthairi (�,�� ''� Telephone Number a Address S (,= License # _ V t� Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT.WILL BE TAKEN TO SIGNATURE DATE D FOR OFFICIAL USE ONLY } APPLICATION# DATE ISSUED MAP/PARCEL N0. ADDRESS VILLAGE ; OWNER DATE OF INSPECTION: r FOUNDATION 1�0.� �C �' �'!•B /looGCA -FRAME 9I0s'/a -kome— sk 9�ii�©��Q hgd f. -INSULATION FIREPLACE li "ELECTRICAL: ROUGH FINAL —PLUMBING: ROUGH FINAL 1 GAS: ROUGH FINAL FINAL BUILDING Ao i Z Cy �(Rm l{arua Rp« �rY,o— DATE CLOSED OUT ASSOCIATION PLAN-NO. r Town of Barnstable- � , Regulatory.Services SARNSTAHi'E Thomas F. Geiler,Director �°rEo; � Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnsta b l e.ma xs 'Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW . RPP# Zoo�oz.8d� , Owner: ��>c�.l N G'C®n� Map/Parcel: z, Q q O Project Address 170 bi-D ffrOU65 R Builder: Owtjem C , The following iterns were noted on reviewing: Q EN131 N6EIQ10Cs I-TPec.s RE(."t keE- -FOR S Tc15 L tEPM—AND LVLI FORAGE f:i4oNT wft t- To VI lsc-wSIeA -� �Pik moymou, WPCu; ( wAet.tNes (ilucc,uA(96— aocb a0(A0fzsj o., )s- W M ItS 3 Fu t,U 4e(69-r 'ST"S A*111 Z V f C-Y- cSTttiA S AT EA-r-t+ EN 1j or- REAR h0012 G' oV-ill- OPEtvcW--r M.Its-c B>r >uINlCVIum 32 S wF ecAl GL 6 6- f2l� I'tilUs /3 /ll N N usF'crA IID�� Z 7" �C sw r�o c�c kFQ u vex d A cG wangr oa 4r#a s-i-.Cc(t w6 S �/9T 1�£7E c 7�LGS 4—Q u,eC C'4 /N ®.Mrtil 8"FuKAA-rio�1 i3acr �r�cGyn tiT ��'oc PcAr� SE+ocas'gta c Reviewed by: ✓ Dater_� Q:Fonns:Plnrvw ` The Commonwealth of Massachusetts R Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 i-�ww.,mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/ContxactorslEIectricians/Plumbers Applicant Information ,, lease Print Le 'bl Name (Business/Orkmizationlindividual): fi,(, Address 7 D 1 mS K CA, �City/State/Zip: W Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ 1 am a general contractor and I 6 ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I.am a sole proprietor or partner-' fisted on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition - workingY capacity.for me in an ca aci to and have workers' �' . employee's t 9. Building addition [No workers' camp.insurance comp.insurance.$ required.] 5• ❑ We are a corporation and its 10.0 Electrical repairs or additions I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself[No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that cheeks box#1 must also U out the section below showing their works a'cornpcnsati.on policy inforrnation. t Homcowncn who submit this affidavit indicating they are doing all work and than hire outside cant maDrs must subrnit anew affidavit indicating such. tContractart that check this box must attached on additional sheet showing the name of the sub-contractms and state whether or not thosd entities have employee. If the sub-ontractors have cmployoes,they must provndb their work=,comp,policy mmmber. I am an employer that is providing workers'compensation insurance for my employees. RefaW is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statcmerit may be forwarded to.the Office of _ Investigations of the DIA for insurance coverage verification. I do hereby c under he S. p nalties of perjury that the information provided ab ve is true and correct Si ature: Date: ��� lot Phone# -501 'T O 1 �G- Official use only. Do not write in this area, to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): L Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Information and. Ins'tfuctions Massachusetts General Laws chapter 152 rNu res all employers to provide workers' compensation for their employees: ' Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hue, express or implied, oral or written." An employer is defined as"an individual,partnership, association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the throe a arfinents and who resides there' or the occupant of the owner of a dwelling house having not more than the p m, dwelling house of.another.who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the coinmonwealtli for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states`Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public work until acceptable evidence of coz:npliznce with the instuamce requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary, supply sub-contractor(s),name(s),addresses) and phone number(s) along with their certificate(s)of. insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships (LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be returned to the city or town tliat the application for the permit or license is being requested,not the Department of Industrial Accidents. Should,you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their 'self-insuranro license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address" the applicant should write"all locations in (city or town)."A copy of the&$davit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (Le. a dog license or permit to btirn leaves etc.) said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call The Department's address, telephone.and fax number. The Commonwealth of MasGhusetts Department of fndusfrial Accidents Office of lmvestigati6ns 6Q0 Washington Street Boston, MA 02111 TeI. #617-727-4�00 ext 4.06 or 1-977-MASSAFE Fax# 517-727-7749 Revised 11-22-06 ov dig www ass g ENERGY CONSERVATION'APPLICATION FORM FOR ENERGY EFFICICIENC)�FOR ONE-AND TWO-FA LJYD T H RESIDENTIAL CONSTRUCTION (780 CMk 61.00) Applicant Name: G Site Address: Prim _ yt r� `` `` Town: "1 Applicant Phone: 5K WW AS 2499 060 Applicant Signature: F Date of Application:, NEW CONSTRUCTION: choose ONE of the following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS MAXIMU MINIMUM Ceiling or Basement Slab ❑ Option l: Fenestration ex exposedLR-Value, Floor Perimeter U-factor .:floors. J/1/ al�ie Wall R-Value AFUE HJJFSR-' R-Value and De th National Appliw XR R-10, Conservation Act(NAECA)of R-3 -19 R-19 R-10 4 ft Igg7 as amended,minimums or renter as fl licable Note; This form is not r uired if you choose,either of the.two versions of R1;Sc/reck.as.listed below, ❑ Option 2; RESche ersion 4.1.2 or Later variant software analysis must be completed (780 MR.6107.3.2 REScheck—Web which can be accessed at htto://www,energycodes.goy/reschecld At :'ADDITIONS On ALTERATIONS:TO":'XTS`I'IlYG:'B'UI'LDr IGS':.O-VER 5.YrA.RS OLD *Buildings under 5 years old must use option#1 or#2 in New Construction section above: . Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b =a) . q SF I oo x Ydba- % of glazing (b) Glazing area equals. b SF a If glazing is':5;40%o use.the chart below. ' . ' If,glazin is>:40'.%proceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Ceiling and Slab Perimeter Fenestration Exposed floors Wall` Floor- Basement Wall R-Value U-factor - e R- R-Value and De th _ R-Value .39 R-37 a R-13 R-19 R-10' R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the ' su a ion achi ves e u11 R-value over the entire ceiling ar—ea(i.e.not compressed over exterior tivalls, and includingan access openings),.- SUNROOM—An addition or alteration to an existing building/dwelling unit where-the total ❑ glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition, Note: Owner to BlI out Cons umerrnformation Form (found in Appendix 120,P II A-JVC Gui(ie to Wood Construction in Hid h J'Viiid f(reas: 110 mph Wirrd.Zorie Massachusetts Checklist for Compliance (780 01R 5301.2.1.1)' Check Compliance 1.1 SCOPE WindSpeed.(3-sec. gust).....................•............................................ .:.............................................. 110 mph Wind Exposure Cate go B P 9 ry. .:.:...`................:...................................... ................................................ ............ Wind Exposure Category................Engineering Required For Entire Project .......................................0 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories _<2 stories RoofPitch ....................:......:.,:.P........................................(Fig 2) ........................................... 5 12:12 Y t ft.<_33' Mean Roof Height ...............................I................. .............(Fig 2).............,............................. Building Width,W ......................::.......................................(Fig 3).. ......:.... .........:...............Z.4.. Z[ft <_80' �j < Building Length, L .............................................................. (Fig.3).........................................3. ..�ft _80 Building Asp"ect Ratio (L1W) .......:........................................(Fig 4)... ...........:............::.. . Ia.5_ —s 3:1 Nomirrpl Height of Tallest Opening2 .............................:.....(Fig 4).. .3...... K a..W.. .. .......... <_68" 1.3 FRAMING CONNECTIONS General compliance with framing connections.:..................(Table 2).......................... ......:...:....................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780-CMR 5404.1 Concrete... ........ oncrete.......... ......................:...............................................................:......................... -ice ConcreteMasonry .................................................................... ................................................................ VVV 2.2 ANCHORAGE TO FOUNDATION1'3 �Ql� in concrete only c or Bolts•imbedded or Proprietary Mechanical Anchors as an alternativey • 5/8 An h p ry Bolt Spacing-general ..........................................(Table 4).....................................:......... Bolt Spacing from end/joint of plate..:..............I...........(Fig 5)..................:.............:..:_ in. 5 6"=12" Bolt Embedment-concrete.........................................(Fig 5)..................................................ffl in. >7" �C Bolt Embedment-masonry..:::.................................. .(Fig 5)............r,.........................:..... in.? 15" Plate Washer..............................................:.................(Fig 5)..............................................?3"x 3"x'/<" _. 3.1 FLOORS Floor framing member spans checked ..........................:....(per 780 CMR Chapter 55).............................. Maximum Floor Opening Dimension...................................(Fig 6 ............................. ..... . ft_< 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall (Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwatl................(Fig 7)................................:...................'2,-t 5 d C/ Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)................................................. ft <d FloorBracing at Endwalls............................................... ....(Fig 9).........................:.......................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)......................... Floor Sheathing Thickness ...........................................:.. ..(per 780 CMR Chapter 55).............. ......... in. Floor Sheathing Fastening..................................................(Table 2).._d nails at in edge/_in field _� 4.1 WALLS Wall Height Loadbearing walls......................................:.........:........(Fig 10 and Table 5)............................. ft s 10' Non-Loadbearing walls...... .........::.... ........I................(Fig 10 and Table 5)..........:.................. ft <_20' Wall Stud Spacing .................................I........................(Fig 10 and Table 5)....................in. _<24"o.c. Wall Story Offsets ..........:.......... .................................(Figs 7& 8)......................................... ft <d 4.2 EXTERIOR WALLS' Wood Studs �' Loadbearing walls . . .. (Table :../`:.��. � �2x A-e- ft in. wall.. .................... Non-Loadbearing ........... ....... .....(Table 5 ... ....2x - ft Q in. Gable End Wall Bracing' Full Height Endwall Studs......................I.::...................(Fig 10).................... ............................... . ` . WSP Attic Floor Length.................: ;..'(Fig 11 ft_W/3 Gypsum Ceiling Length (if WSP hot used ..................:(Fig 11 ft>_0.9W and 2.x 4 Continuous Lateral Brace @ Oft. o.c. .. (Fig 11)...................................•.......................... or 1 x 3 ceiling,furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft..spacing in end joist;or truss bays Double Top Plate Splice Length .... ............................:.................(Fig 13 and Table 6)......elld ...Geri //l..a' -ft Splice Connection (no. of 16d common nails)........:.....(Table 6)........;....... ::.......:...:....:...:................. - • S AFVC Crride to fVoorl Corrstrarction iir Higfi 6VirzilAreas: IXO fnph lVirrd Zoice ' j Massachusetts Cheddist for Compliance (7s0 Ci.'trz 5301.2.1.1)� Loadbearing Wall Connections vll Lateral(no.of 16d common nails)................................(Tables 7)..................................................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Table 8).......................................,............... Load Bearing Wall Openings (record.largest opening but check all openings for compliance able 9) i HeaderSpans ........................................................(Table 9)............,......:.............. in._< 11'9 (/ Sill Plate Spans ........................................................(Table 9)....................I............._ft_in.5 11' Full Height Studs (no. of studs)....................................(Table 9)........................................................_3 Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)..................................3 ftAin.5 12' Sill Plate Spans.................:........................................(Table 9)..................................e ft_a in. 5 12" c/ Full Height Studs (no:of studs)....................................(Table 9)...................................... ......._ - Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously'4 Minimum Building Dimension,W ` Nominal Height of Tallest Opening2 ............................................................................. <6,8„ SheathingType..............................................(note 4)....:.............................................,... b Edge Nail Spacing.........................................(Table 10 or note 4 if less),.............:......... in. Field Nail Spacing..........................................(Table 10)......................................:.......... in Shear Connection (no.of 16d common nails)(Table 10)....................................................... � Percent Full-Height Sheathing...................:...(Table 10).......................................:............ /° 5%Additional Sheathing for Wall with Opening> 6'8"(Design Concepts).......... .. Maximum Building Dimension, L Nominal Height of Tallest Opening?......................................................................... < SheathingType..............................................(note 4).................................................... Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ n.r Field Nail Spacing.......................................:..(Table 11)................................................. in. Shear Connection (no.of 16d common nails)(Table 11)........................................................ Percent Full-Height Sheathing.......................(Table 11).......:..........................I.................. 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) ............. 5 smaller of 2' or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)......:.....................................U=Z� plf Lateral .............................................(Table 12).........:...................................L=i_2k plf --�/ Shear...............................................(Table 12).......:.........:....:.....................S=-:?-2 plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...............................T= plf Gable Rake Outlooker..........................................(Figure 20 ft 5 smaller of 2' or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U= lb. Lateral (no.of 16d common nails)...(Table 14).................. - Roof Sheathing Type.......:........:..................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness............................. ........:..... .............................................�in. >-7/16" WSP ` J� Roof Sheathing Fastening...........::...............................(Table 2)................................ ................... Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements,of 780 CMR 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 l.— b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 V' d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b r/ level 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 pfate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. lopa �V �yp�d W'. i AIVC GtrNe to YI'oo(l C'orrstructiorr bi H*,,gh 1Yirrrf Arecls: .I10 rrrplr I'Viird Zorr.e Massachusetts Cheddist foz- Compliance (780 C)t tlZ 5301.2..t:t)' 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio, determine Percent Full-Height Sheathing and Nail Spacing 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. H. 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 figures below: Vertical and Horizontal Nailing for Panel Attachment 5. Glazing protection: a) new house or horizontal addition—required if project is 1 mile or closer to shore (generally, south of Rte. 28 or north of Rte. 6) b)vertical addition—not required unless there is extensive renovation to the first floor. c) replacement windows—needs energy conservation compliance_.only(chap 93) 6. Wood Frame Construction Manual (WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council ` (AWC)website. / .-MEN THIS EDGE RESTS ON FMMING USE&!W I.S AT 6"o.G 11 If 1 it 11 JI '1 . - I Z it II 1 -o 1 ZQ 1 11 !t i o ri n 1 r 1 ;r li 1 I O r I Il Q 11 1 W 1 / aII Ij II N 11 Ir g 1 a i 1 0 4 iI I1 Q i i i I i 1 FRAMING MEMBERS 0. i i 4.1 ! l EDGE&lTT-FO4iEDIATE 11 1 1 111 1 I r rl a IJ i Wj 1 1 1 1 Ir It 11 1 1 I r 1 � 11 II JI4M --- I I 1 I ---- 1 1 II {1 r Ill' _ s ram- L r 3"MiN. STAGGERED SPAC 4G `--' i`i NAILPATTERN PANEL PANEL_ a 1, PANEL EDGE SI ROUBLE"LEDGE SPACE9G DEMIL See Detail on Next Page Detail Vertical and Horizontal Nailing Vertical and Horizontal Nailing for Panel Attachment for Panel Attachment A, Town of Barnstable pIHE Tp�� y� o� Regulatory Services iwrtxstear.� Thomas F.Geiler,Director wilding Division Ar fog a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Rrww.town.b arnsta bl e.ma.us Office: S08-862-4038 Fax: 508-790-6230 ilOAlEOWRTER LICENSE EXEMPTION Please Print DATE: •JOB LOCATION: ` vV • number street village "HOMEOWNER": 504� e � �i -X& 6 1 name uhome phone#�p� work phone# CURRENT MAILING ADDRESS: �� ®I� 1�n4� •�-v city/town state zip code F The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be., a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum ' pection procedures an requirements and that he/she will comply with-said procedures and require - Signature of omeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section lom.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, r that the homeowner certify that helshe 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 fomr/certification for use in your community. or-J . .RC OF THE rqy, Town of Barnstable Regulatory Services v saxx SS. Thomas F. Geiler,Director Building ]Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign 'Phis Section If Using A Builder J as Owner of the'subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date ` Print Name r If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. ' Sa e Vl cx,�� �x.���t•�1-S �:�,� PV t�1�s!r-c� JOB NO. B08-04 SURVEY NOTE: CONCRETE BOUNDS NOTES BUFFINGTONI.DWG ON FURLONG WAY HELD FOR 1. LOCUS IS A.M. 22, PARCEL 90 (SHOWN ON MAP 8). LOT LINES SHOWN. 2. BUILDINGS ARE IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. 3. OFFSETS SHOWN ARE TO THE CORNERBOARDS ON EXISTING BUILDINGS, OR TO FOUNDATION ON NEW CONSTRUCTION. If N/F co� l c CHAMBERLAIN co 10, �,. m o �4, clq QS3� Q 10 pp - ( C2VB�wi Y :`: .::::.......... ::::.:::.: BUCKLEY IS � w :. 1p( ,::; ]]Q� LOCATION APPROX. 5�•� ""� . ..-. FROM JOHN GRACI z 38.6 fry 2000 INSPECTION o ul O N LOT 94 I� P 22, 280±S.F. 5� SFind Ark P(R = L►v i wy iF®am I CERTIFY THAT THE LOCATIONS SHOWN ON THIS PLAN WERE MEASURED IN THE FIELD ON-4 O/o2/os. ASBUILT PLAN x.,. FOR e t�0�y� RICHARD B. & DONA BUFFINGTON R L cl �- LOT 94, 170 OLD KINGS ROAD, COTUIT, MA.. r A \ r f ��, tl APRIL 4�, 2008 SCALE: 1"=30' tTA� RONALD J. CADILLAC, PM RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O: BOX 258 66 WEST YARMOUTH, MA 02673 ©2008 BY R.J. CADILLAC (508) 775-9700 f JOB NO. 808-04 SURVEY NOTE: CONCRETE BOUNDS NOTES I BUFFINGTONI.DWG ON FURLONG WAY HELD FOR 1. LOCUS IS A.M. 22, PARCEL 90 (SHOWN ON MAP 8). LOT LINES SHOWN. 2. BUILDINGS ARE IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. 3. OFFSETS SHOWN ARE TO THE CORNERBOARDS ON EXISTING BUILDINGS, OR TO ,FOUNDATION ON NEW CONSTRUCTION. N/F CHAMBERLAIN lb o 0 . 10' ems, N 'SQL >'Q >6 a o �4' zoo N 4s3� oa -N 10' K, "4, V BUCKLEY, EXIST N' ' � I k HOOSE `fi No 170 LOCATION APPROX. 50.0' ,......... Q FROM JOHN GRACI ' 2000 INSPECTION z 3B.6 , OM c O O N LOT 94 �� P o 22,280± S. F. P/ 2 G Y.-IR� \ I CERTIFY THAT THE LOCATIONS SHOWN ON THIS PLAN WERE MEASURED IN o THE FIELD ON 4/02/08. ASBUILT PLAN q\AOFMA RICHARD B. & FOR BUFFINGTON i S �` LOT 94. 170, OLD KINGS ROAD, COTUIT. MA. f 5 APRIL 4. 2008 SCALE: 1"=30' su RONALD J. CADILLAC, PLS, RS, P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2008 BY R.J. CADILLAC (508) 775-9700 the back of the Hearing Room. Make your check payable to"Town of Barnstable",and please submit it to the Administrator when your hearing is called. REQUEST FOR DETERNIINATION OF APPLICABILITY ABUTTER NOTIFICATION LETTER DATE: RE: Upcoming Barnstable Conservation Commission Public Hearing To Whom'lt May Concern, As an immediate abutter of a proposed project,please be advised that a Request for Determination of Applicability application has been filed with the Barnstable Conservation Commission. APPLICANT: PROJECT ADDRESS OR LOCATION: 1 7 p ki Ili s KA ASSESSOR'S MAP&PARCEL: MAP PARCEL d PROJECT DESCRIPTION: 12X 14 A wld atMitia�1 i�irl � APPLICANT'S AGENT: f�U PUBLIC HEARING: Barnstable Town Hall,367 Main Street, Hyannis Hearing Room=2nd floor DATE: TIME: NOTE:Plans and application describing the proposed activity are on file with the Conservation Commission(508-862-4093) .Revised: Mard.14,2006 Q:Regs./Fina1Chapter710 r i JOB NO. B08-04 SURVEY NOTE: CONCRETE BOUNDS NOTES BUFFINGTONI.DWG ON FURLONG WAY HELD FOR 1. LOCUS IS A.M. 22, PARCEL 90 (SHOWN ON MAP 8). LOT LINES SHOWN. 2. BUILDINGS ARE IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. 3. OFFSETS SHOWN ARE TO THE CORNERBOARDS ON EXISTING BUILDINGS, OR TO FOUNDATION ON NEW CONSTRUCTION. N/F , <" CHAMBERLAIN 4CO o o s 00 10, use N �'Qcd o 4' F` ZoZi Q - lb Cc 10, 4, ® 14 ~ '� N/F ..- BUCKLEY HOUSE ' w 170 LOCATION APPROX. 50•� " �= :-Q,...:..-• a FROM JOHN GRACI z 38.6 2000 INSPECTION 0 O l � O 0 `n LOT 94 �� P 22,280±S.F. 5� ��a SP- 2 o I CERTIFY THAT THE LOCATIONS SHOWN ON THIS PLAN WERE MEASURED IN THE FIELD ON O 4/02/08. ASBUILT PLAN RICHARD B. & FOR BUFFINGTON LOT 94, 170 OLD KINGS ROAD, COTUIT. MA. J APRIL 4. 2008 SCALE: 1"=30' tr yt ������ ,. RONALD J. CADILLAC, PLS. .RS. P.C. -. PROFESSIONAL LAND SURVEYOR_& REGISTERED SANITARIAN P.O. BOX 258 ��5 WEST YARMOUTH, MA 02673 ©2008 BY R.J. CADILLAC (508) 775-9700 __ I lun 02 08 10:18sj p.2 JOB NO. B08-0z SURVEY NOTE: CONCRETE BOUNDS \NNOTES BUFFINGTONI.DW( ON FURLONG WAY HELD FOR 1. LOCUS IS A.M. 22, P CEL 90 (SHOWN ON MAP 8). LOT LINES SHOWN, 2. BUILDINGS ARE IN FLQOD ZONE C ON FIRM DATED JULY 2, 199: 3. OFFSETS SHOWN ARE TO THE CORNERBOARDS ON EXISTING ' BUILDINGS, OR TO FOUNDATION ON NEW CONSTRUCTION. i' t 't N/F CHAMBERLAINAj CD S co T 10, fit$ (D rCV / S. t � � Ncc q- jl Q S� 4 a N ,\ ,. ro 1 10 _ r N/F iv F1 a6' S�' UCKLEY t :.z �.,:::....: EXIST• Y 11 HOUSE { M set NO. 17p LOCATION APPROX. � :.��.,_ Q FROM JOHN GRACI A Ci 200D INSPECTION o 00 0 j (p O N LOT 94 22, 280_+S.F. P 359 12 R� r —o CERTIFY THAT THE LOCATIONS SHOWN ON THIS PLAN WERE MEASURED IN THE FIELD ON 4/02/08. ASBUILT PLAN FOR RICHARD B. & _BONA BUFFINGTON LOT 94, 170 OLD KINGS ROAD, COTUIT. MA. APRIL 4. 2008 SCALE: ' 1'=30° RONALD a CADILLAC, PIS, RS, P.C. PROFESSIONAL LAND SURVEYOR do REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 ©200EI BY R.J. CADILLAC (508) 775-9700 l,, h a I I 1 �SI�RV�Y NOTE�� CON'CR �E BOUNDS// NOTES NRLONGI WAY HE FOR / // 1. LOCUS IS A.M. 22, PARCEL 90 (SHC �Q )LINES rOW I 2, BUILDINGS ARE IN FLOOD ZONE C 0 .!. 3. .OFFSETS SHOWN ARE TO THE CORM BUILDINGS, OR TO FOONDATION ON Aj 10, f ` LOCATED 1 1996 14' \ ' Q EXIST I HOUSE -0:3.:. N0. 170 LOCATION APPI 50.0 ;::.1.•�:.p'.... . . FROM JOHN GF 2000 INSPECT! i cl 0 1 V I O N LOT 940. 22 280±S. F. 5� co I CERTIFY THAT THE LOCATIONS SHOWN ON THIS v O PAP c PLAN WERE MEASURED IN THE FIELD ON 4/02/08, ASBUILT L Cc-�u 4- Y � 2� U;ar s FCC �� 4 T� k �LQ o I I ns Massachusetts Department-of Environmental Protection Bureau of Resource Protection -Wetlands City/Town WPA form 1- Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information Important: When filling out Applicant:forms on the Ri dud' 6u X hA computer, use Name E-Mail Address only the tab key �® D�� ���� to move your cursor-do not Mailing Add re use the return key. Cityrrown State Zip Code Phone Number Fax Number(f applicable) oY 2. Representativ (if any): Firm Contact Name E-Mail Address Mailing Address Cityrrown State Zip Code . Phone Number Fax Number(if applicable) B. Determinations 1. 1 request the make the following determination(s). Check any that apply: Conservation Commission ❑ a. whether the area depicted on plan(s)and/or map(s) referenced below is an area subject to jurisdiction of the Wetlands Protection Act. ❑ b. whether the boundaries of resource area(s)depicted on plan(s)and/or map(s) referenced below are accurately delineated_ ❑ c.whether the work depicted on plan(s)referenced below is subject to the Wetlands Protection Act. ❑ d.whether the area and/or work depicted on plan(s) referenced below is subject to the jurisdiction of any municipal wetlands ordinance or bylaw of: Name of Municipality ❑ e. whether the following scope of alternatives is adequate for work in the Riverfront Area as . depicted on referenced plan(s). Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands Citylrown WPA Form 1- Request for Determination of Applicability LIN Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. Project Description 1. a. Project Location(use maps and plans to identify the location of the area subject to#his request): ( 7n (e'v L Street Address City/Town 102.2 C),IC) Assessors Map/Plat Number Parcel/Lot Number b. Area Description (use additional paper, if necessary): C. Plan and/or Map Reference(s): l I SAS Pf t)42) --- 3 �'J� lt47s �r��: Si/5 , Sl z9+OR Title Date `f14(b s Title Date Title Date 2. a. Work Description (use additional paper and/or provide plan(s)of work, if necessary): Z X I �L GI i i vt t r9 Uwt 1-�}k I�e tQ Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands City/Town WPA Form 1- Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. Project Description (cont.) b. . Identify provisions of the Wetlands Protection Actor regulations which may exempt the applicant from having to file a Notice of Intent for all or part of the described work(use additional paper, if necessary). 3. a. If this appli tion is a Request for Determination of Scope of Alternatives for work in the Riverfront Area, in icate the one classification below that best describes the project. ❑ Single family hou on a lot recorded on or before 8/1/96 ❑ Single family house on lot recorded after 8/1/96 ❑ Expansion of an existing st cture on a lot recorded after 8/1196 ❑ Project, other than a single fame .house or public project,where the applicant owned the lot before 8/7/96 ❑ New agriculture or aquaculture project ❑ Public project where funds were appropdat d prior to 817/96 ❑ Project on a lot shown on an approved, definiti subdivision plan where there is a recorded deed restriction limiting total alteration of the Riverfront rea for the entire subdivision ❑ Residential subdivision; institutional, industrial, or co ercial project ❑ Municipal project ❑ District, county, state, or federal government project ❑ Project required to evaluate off-site alternatives in more than one unicipality in an Environmental Impact Report under MEPA or in an alternatives ana sis pursuant to an application for a 404 permit from the U.S. Army Corps'of Engineers o 01 Water Quality Certification from the Department of Environmental Protection. b. Provide evidence(e.g., record of date subdivision lot was recorded)suppo g the classification above(use additional paper and/or attach appropriate documents, if necessary.) Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands City/Town WPA Form 1- Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 D. Signatures and Submittal Requirements I hereby certify under the penalties of perjury that the foregoing Request for Determination of Applicability and accompanying plans, documents, and supporting data are true and complete to the best of my knowledge. I further certify that the property owner, if different from the applicant,.and the appropriate DEP Regional Office were sent a complete copy of this Request(including all appropriate documentation) simultaneously with the submittal of this Request to the Conservation Commission. Failure by the applicant to send copies in.a timely manner may result in dismissal of the Request for Determination of Applicability. Name and address of the property owner: Name Mailing Address C0 V t'1' CitylTown State Zip Code Signatures: I also understand that notification of this Request will be placed in a local newspaper at my expense in accordan with Section 1 .05(3)(b) 1)of the Wetlands Protection Act regulations. Signature of Applicant Date Signature of Representative(if any) Date r 022 ® °8 6 �0220 c #4 v •., . O p 1 5 A, ` O , s q: f . 43 a vo . 8 s" n 2 x , J Mzvshp e6 w N €t Y X $ q i e .: .- � X e •... ., _ �� �.';�.-y}t wt i�:°x^ � ,t,v'}�� e t +.,,�,<;" �y. � a''��'.- �1:'-m S'`�. ���„.t t, - w - g 2 t. .�` tiT `Rj• ,xf,t 5�r S t•`{"� R2 �;:� � S> � •' > �r � ;NoBott`ompFond���� �w�wfrx ���I � _ �'.y � ,. � � k i �, � ,.� - - �w�i. • , ��. W 1 1 v d t ��1^H'..,�,,,4rc ty �R �k,z,��l,�#n'"{. ,�cs,�c+'3:fi - ...,+Y ,fs � �j� - Y $isyn, y'', ` 3 • 5 Fri« P 5 4 u i 3 c✓ 'u `xrT'�`� "'1y"`tt^yt+ s y�} i 4 #1 1..9x , + � y s Nt�n 11 8 i�� .r sd 4 ty ` A� 3 y�+jam ,,y'_y�i n w �s�.; tom•-. ....y,� 5: i ei�Y,t*. AbuiterReport Page 1 of l Conservation Request for Determination (RDA) Abutter List for Map .& Parcel(s): '022090' Property owners actually touching on the subject parcel upon which work is proposed. Total Count: 3 Close Map &Parcel Ownerl Owner2 Addressl Address 2 Mailing CityStateZip 008016 CHAMBERLAIN, CHAMBERLAIN, 114 FURLONG WAY COTUIT, MA DONALD M & CYNTHIA 02635 022090 BUFFINGTON, 170 OLD KINGS RD COTUIT, MA RICHARD B&DONA 02635 022091 BUCKLEY, LEO E]R 154 OLD KINGS RD COTUIT, MA 02635 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 6/3/2008. / http://www.town.bamstable.mA.us/arcims/appgeoapp/AbutterReport.aspx?type=RDA 6/3/2008 Map Page 1 of 1 Town of Barnstable Geographic Information System Parcel Viewer Custom Map Abutters Map Size zoom Out m a l l311MMln ,fit y IC R,r C ` N. r 3 P G Map: 022 �� Pr , . 022088 Location: . r rs {008014 pgq 022094 { 1l'1 tar 022089 q t18 Owner: t1108 ' 008015 022093 0 118 N 130 Add/Subtra Subject Par Map & Par F � <. °�, £ ;D22092 Location 140 ., Y.: J w. _-N 3 x . . Q , Owner nt - . .,. P Ma & Par n. Location .t : $ Owner Map & Par ,,t fN1,a ; Location a t rr Owner sS� pCC « k?+1�L1 r x ni x� r 022006 t ° ; N 145 YL w e n � r JAt r t 022109 ^ H"D0800 . ip7 .022122 1 185 fl 10 Conservation Request for Determination (RDA) Copyright 2005-2008 Town of Barnstable,MA All rights reserved.Send questions or comm( BarnstableMA v1.2.3058 [Production] http://www.town.bamstable.ma.us/arcims/appgeoapp/map.aspx?propertyID=022090 6/3/2008 )O Z.6n L4o4i, U DUNNING, FORMAN, KIRRANE & TERRY, L.L.P. COUNSELORS AT LAW MICHAELA.DUNNING* SHEI.LBACK PLACE 508-477-6500 KEVIN M.KIRRANE 133 ROUTE 28 LOWER CAPE 508-255-7816 ELIZABETH A.MCNICHOLS BOX 560 FAX 508-477-5697 JEROMEJ.FORMAN— MASHPEE,MA 02649 EMAIL dfkt@capecod.net PAMELA E.TERRY PETER R.HICKEY BRIAN F.GARNER 'Also admitted Illinois Bar CAROLYN M.GARRAHAN" "Also admitted New Jersey Bar PATRICIA MCGAULEY 'Also admitted District of Columbia Bar June 9, 1998 Mr. Ralph Crossen,Building Commissioner TOWN OF BARNSTABLE South Street Hyannis, MA 02601 Re: Goonan Trust 170 Old Kings Road, Cotuit Dear Mr. Crossen: As you are aware our office represents Mrs. Stephanie Wall, Trustee of the Goonan Trust, which is the owner of property situated at 170 Old Kings Road in Cotuit. This property was the subject matter of Variance Relief granted by the Zoning Board of Appeals, which Decision is currently under Appeal. Subsequent to that Appeal, we generated some additional title information which suggested, that perhaps, the Variance Relief obtained, was not necessary. in response to an inquiry and request by my partner, Elizabeth McNichols, apparently unpersuaded by the additional title information that she provided, you maintained your position that there was a need for Variance Relief. To approach this matter from a different prospective, we would like the opportunity to Appeal your negative determination whether a building permit can issue given that title information which was brought to your department's attention. I assume a denial of a building permit request would be the place to start that process, however,my client would prefer to save the expense of having to generate building plans, etc. in an effort to achieve such a denial. It would be appreciated if you would advise what minimum documentation or information we could provide to obtain a denial of that permit request based upon your conclusion that the title information is of no real significance, so that we might get this matter to the Board of Appeals. Page 2 Goonan Trust June 9, 1998 I appreciate your consideration in this regard. Very ruly yo s, I yin P.IQ., rrane KMK:amb \\bossl\bossl@d\work\dtkf7\winword\croswn barn.bldg commissioner Itr.doc f. it AAA ' 0 M OI � O r r • AI� r rn p d D. oh WDETECTORS REVIEWEDol (� BARNSTABLE BUILDING DEPT, *DEV zl �I W , FIRE DEPARTMENT DATE Q u BOTH SIGNATURES ARE REQUIRED FOR PERMITTING " i .. — -- -- � r �ry i -- - if -- TRAY LEILIN(a - _ _ -_ I \ I< 4 I .. ..A80JE m f ymH-]443 I I AT a GYP. C i Z-0 UH%4-4 l/B REMOVE E—CH AT l6E HALL.GEILIN6 wr zrAizs YlA1L AND PATLN AS REGUIRED I I I I DINING 2!r -B GARAGE gym{ ' k l ; STORAGE ------------------------- p � I 130' �• Z3'-5' rmil 3V1• - I »veafu �� . • I L m ° ___ _________ i ------------- --- - --- - --- 31/Z' 1i-3' 3V3' .;<•-I In' - oH I °�_�us" ° � o i I a-0xT-0 or.w/TRANBOn ABtT/E n-0xT-0 ox P•Tw.H<,on AaOVE ! I ------ - w Q I - I i Z - Ll p Q O QO � � '• YB•' —.•, 6'4' 3-0' 9'O' ... 34-. 9'4' I 3-0 _,.._-. -.. IZ-0 __-- -____�Z-O W w lL 34-0 Q LN O V Q ....... � - - p � Q CQ r IJL FIRST FLOOR FLAN SECOND FLOOR PLAN =• AL c. :/4 _ -O- A_1 '1 1 aj ZDAe DRILL D • a O M '� IN'O EXISTING FOIA9� Y• }I o, ++j1 77 b-0 tilt HI I � _ _ __ ______ -------------------- --- ---- ' ---- ------------------- L T _ t _ __ _ ____ _ _______--__-__ i N P.T.2XE 5ILL N i 41 r 5/8'A--CR 6 TS AT 4'-0'OL.(—D -,� OR 15'FO'ARED I O 5r covE ! V) a, u m a zl CRAWL SPACE ++ .. 4"OONG.SLAE.W t , O O 6_R ASH r500 P51 MIN) W W V REMOVE EXI5TIN6 IL.,I CELLAR SASH AND. EAip N s$T" n WIDE ACCESS 0 6RAWL5PACE - L 4 'J IMS.XCAVATED : - n J GARAGE i � N WALL ON 20%12LLED - Ar � ' CO NC.FODnI.K Cl INTO"155V%FOIPID. i W/KEY _ �/�y YVLL TO ATTACH NEW FROSTWALL. 9 - r`r/1 f DROP TOP OF IWJ.L A5 W r REfd I1 FOR OR DOOR$ " -------------------- : ll . 4 i : : --� i � I ___ - F O U N D A T 1 O N P L A N FIRST FLOOR FRAMING PLAN 5CALE: 1/4' a 1'-0 5Ci AL E: I/4' a 1'-0" - (2)2X HEADER ______ _ _-.g --- --- -- -- - --- --- -- g$Ao o 2XI0'S e W OL. 2%105o16'------- e - Dot 0. ��o F3sIt <-2%105 0 16-OL:—� F—]XIO'S 0 16'O.G. . - — _ W LU A - o o w s a _ p - 2%1p5 0 Ib'OL, a--2XI05•W-OL. 0 x n x Q n 1 1, f2)2%12 HEADER n L-L-L Q 05sIb'O.G—� E-2XI05sIb OG. Y __ -- .._ 1_ W_ LL / �'L Y(( NATED _ - lI� Z --2X015 0 16'OC� F-2XIOs o Ib'o.GLL . A O p 2X105 o Ib'OC.—+ +—2X105 a Ib'O.G. LL Q � p Ck CLl ' LL LL r2)IX1z IEAD-ca !iJ 2X12 taD6e - . SECOND FLOOR FRAM I No PLAN ROOF FRAMING PLAN (A, 2 • G M I! M c U\ o O l r r I �Io t . LCNO.WDY_VCM \` Ul r O II I I f 4 1X3 11,16 RAKES rME! � ARO AS i S4 IN6!E5 2NO FL. SIDING Q +' !3 X 1/10 FAWA(TME) _n ❑ • _� _— 9-0 X l-0 OH.DOGR.i YU TOP OF DOOR IN 1W TrtNFYJNS ABOVE EXISTINGEf N _ _ ---------------------------- ------------------- - - - ---- y ------------------------------ -- ---- 0. U r j FRONT ELEVATION ° RIGHT ELEVATION ' SCALE: 1/4' a 1-0' - � SCALE, I/4' I-O' 52. §$ a s sh�4aog�Mog����P U =0y6y2S Tb�n g n2.tl-O W . \ Q CONT.RIDGE VENT CONC.RIDGE VENT - �� - Z RIDGE VENT H Wzf: Q a i - - 2XI2 WO&E O Q O \ - 12 ARLN.ASPHALT SiIN6LE5 8./- APG.AS LT R/ SHINGLES(TME) W �� X3/IXIO RAKES(TME) 12 - 12 - z (THE) 2XIO5 16'0, 2X 05B 16'OL J Z z N ASPHALT 0/ Q ,n Q _ STORAGE O 2 - ire'GD%PLYWOOD R-30 F5.11Lr-LLD S XI I b OL. Z � — 3/4'ie6 PL:'YYJOD Y z 3/4'l-II SIDING 2ND FL. 2Xp5 B Ib'LL. IX3TO/Iw0 FASCIA Q O O TO NATLH E%5TIN6 LID 1%3%I/ID FASCIA(TME) � V.IOKS'VENT JB'FL.61P.BO. ,— O IXS STRAFPING ON W4LL5 AND L!6. I ^-- i9,cAOAfE STRA O AS W . �"- _ Lk •%/ I UI GARAGE RE D WIRE �t 1 " DININb - 3/4-TI-II SV i r S_AN= EL ry- 3/4'T!-N SlDlha — W FFYIi I! I :p / s 2X450 Ib'OG. '5R/419'TF.S6.IFNL'I"OOD GAAGE ] BXI0516.OG. 5'LORD A= 5. -"•'v.�.,�•''e _WFD 2',/- ->b 5I_l Up4 K . O = C 2'D45TCOYR I RA-O- 1 f O 112 ..._...- .......... .... ..._..._._...:..-.. ...........-.................__....... .. ...__.. .._.._-............... ._ - REAR _ ELEVATION LEFT ELEVATION SECTION A-3