Loading...
HomeMy WebLinkAbout0113 BOULDER ROAD outmost-%TK so!r, I 7 ABC—o"WE Mb W&W to �,&�eT,1,41 toll a to Fout of 0 V 01 0",ms-%k gap wa.,ON A lo�"k wn now a many—.Mynn a cat AN, .1 env 111<01 go Q A A PgA, wwwn 15)Zoo F --now AW 4;r mom,W A I"Wo m.--low fox AmajAWYN14 kwmm lob glop"Mq Qj - Asm may lNohow :ERE 15, $3�It mk'jaw, Mow aall RON NMI 011M 1'Ilk Ing az3 Cr At gummy&q NgN FMCA 01 pe,Am Qnnjyj�%k"Mor"_swam j no Town of Barnstable rst Post Th .. Building t indo thisCarMbeFomheStr veis Card So T nb eaRvw Kept Posted Untilfinal Inspectlon Has Been Made F F Whee a Cectificate'of•Occupancy`�s Required;such Building shall Not be Occupied until a,Final Inspection has been made Permit Permit No. B-20-242 Applicant Name: Russell Cazeault Approvals Date Issued: 01/27/2020 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 07/27/2020 Foundation: Location: 113 BOULDER ROAD, BARNSTABLE Map/Lot: 315-030 Zoning District: RF-1 Sheathing: . Owner on Record: DORMAN, KENNETH W& RAFTERY, Contractor Name: PAUL J. CAZEAULT&SONS INC. Framing: 1 Address: 113 BOULDER RD Contractor License: 103714 2 BARNSTABLE, MA 02630 Est. Project Cost: $ 16,000.00 Chimney: Description: Remove the existing shingle roof on the entire home,except for the Permit Fee: $81.60 garage and the rear dormer. Install GAF Timberline HD architectural Insulation: style shingles Fee Paid: $81.60 Date: 1/27/2020 Final: Project Review Req: § € Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authodied by this permit is commenced within six months afterissuance. All work authorized by this permit shall conform to the approved application and the approved construction documentsfor which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structueesshalfbe in compliance with the local zoning by-laws and codes. 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 Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures`by the Building and;Fire Officials are;provided on this.permit. Minimum of Five Call Inspections Required for All Construction Work:'+ $ Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 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: �J TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 07 Map Application Health Divisi n Date Issued Z Conservation Division Application Fe Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board ��- Historic - OKH Preservation / Hyannis Project Street Address 11 -2-) d CJ cx. L to Village I Uq►t. - Owner o � — Address I C'S Telephone 50 Cc, P Permit Request 1Z;.-:-A4Zk - � a4z , Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation aOZonstruction Type PC Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure g z- Historic House: .a/Yes ❑ No On Old King's Highway: 21/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: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other g Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: 0=Yes ❑ No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size _ Barn'&0"existing net? size_ Attached garage: ❑ existing [ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ co Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �,y.. �� �CYr1 o�Z Telephone Number �66 I Address 141/✓'1&_L4_, R,5,5 12'e) License # /® 9 ! yY Home Improvement Contractor# lo3 C/7—3 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE /O AS // t ' v FORr'OFFICIAL USE ONLY APPLICATION# ' BATE ISSUED MAP/PARCEL NO. ti ADDRESS VILLAGE OWNER-' DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE f ' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING z ' DATE CLOSED OUT' ASSOCIATION PLAN NO. 4 1 s r Town of Barnstable Regulatory Service . �s�►,�, . r3' S MASS Thomas F. Geiler,Director i639 �10� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Usifig A Builder as Owner of the subject l property hereby authorize_ /�_5�����J 71to act on mp behalf, in all matters relative to work authorized by this building permit A; (Address of Job) **Pool fences,and alarms are the responsibilityof the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. Signature of Owner e hcant 1 o Pp 00, Print Name P ' t Name Date :FORMS:Q OWIIERPERMISSIONPOOLS o�T"E Town of Barnstable > Regulatory Services snxtvsr , •' Thomas F.Geller,Director i639• ��� Building Division ArED M!►�� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 wwW.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER'': name home phone# work phone# „ CURRENT MAILING ADDRESS: v city/town state ti zip.code•� -> The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home ' �'"m a two-year period shall not be considered a homeowner: Such "homeowner"Nihall submit to-•the Building`Offtcial on a form accept'abie'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 inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code 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 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 I i _ d� y' �•� i L 3 w ICI ,... I certify that this property is OCT 1 located in Flood Hazard Zone C (out- TOWN OF C' side the 500 year flood) as identified r c `w° by the Department of Housing and. Urban Develbpment (HUD) . Date .luC CERTIFIED PLD.T PLAN • ��`1N or a�� , rr ot� ED RD LOCATION �.�• � 'SCALE . . ��.Gd DATE /�t;�.Z•J` 1y9 Re,g.. ��t.�' PLAN REFERENCE G• `�s�i�'FcrSTtt� ,� , .ys• S,�w��• ov�''�YC 2 6i . . .. .-.. ... ...97. . . . 9. . . . . . . . . . . ... . . .. . . . . . .. .. . I certify to Plymouth Mort.Co.and its title ins.Co. that there are no visible encroachments I CERTIFY THAT THE �!:S77A/C ZGzcsn�G or easements except as shown and that this SHOWN ON THIS PLAN IS LOCATED ON THE GROU:jQ plan was prepared under my immediate. AS SHOWN HEREON AND THAT IT CONFORMS TO THE supervision. SETBACK REQUIREMENTS OF THE TOWN OF • -!!�&;P——r .• . . . .WHEN CONSTRUCTED. DATE uv�" h/ t�.eMAav `,�Arf/«?v ,C�f1Fr�ny_, - 5,'• REGISTERED LAND SURVEYOR ' t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map-t (� Parcel f1J Permit# -2 To Health Division —oasa ® t tSl Date Issued 6P Conservation Division!LA� ry'�` LL I , Application Fee. _ Tax Collector 1,4 11 1 Permit Fee ��l' d d QVJ Treasurer �-,"; - SEPTIC SYSTEM MUST BE ��''� INSTALLED IN COMPLIANCE Planning Dept. WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AND TOWN REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address I l aJG-6 40/1, 4-0 Village n1S - 6/f Owner &P ov'e-771 Ooge 4) Address l D d Telephone / Permit Request I A)47��LL- �� 'x�L °�'g�OJ�✓ lw�r.� cal�i d(.. Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio Q ODD Construction Type 7,e-L'L Ults) Y�- Lot Size y(4 c2e5 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family 0 Two Family ❑ Multi-Family(#units) , Age of Existing Structure Historic House: ❑Yes No On Old King's Highway: 'Yes ❑No Basement Type: A 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: existing_ new Total Room Count(not including baths): existing �—new First Floor Room Count Heat Type and Fuel: U Gas ❑Oil ❑ Electric ❑/Other Central Air: tYes ❑No Fireplaces: Existing L New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:kexisting ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use y Proposed Use BUILDER INFORMATION NamePtc�a92'6' �6A)0S�—I Telephone Number Off-,% 2,`-F 77 Address , 3 q l �) M.41 t� !�/ License# Q 0 g 6 3 84&As&9 Al Me- Oe%30 Home Improvement Contract or# /o6009 Worker's Compensation# MQ U60.5S7,50/aV 0 3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO L � SIGNATURE L lZa i DATE FOR OFFICIAL USE ONLY PERMIT NO. r DATE ISSUED f � MAP/PARCEL NO. - ADDRESS' VILLAGE OWNER r . f DATE OF INSPECTION: FOUNDATION ® B Q O Uo' FRAME INSULATION t FIREPLACE ELECTRICAL: ROUGH FINAL - ;i PLUMBING: ROUGH_ „r, FINAL GAS: ROUGHS ^ FINAL F5 0 r FINAL BUILDING m C i `T F DATE CLOSED OUT - < c ASSOCIATION PLAN NQ, f3 oil t r oFT„E Teti Town of Barnstable Regulatory Services S Thomas F.Geiler,Director HAM Building Division _ Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder lvr/' O�unet..of the.subject property. ._......._... .: hereby authorize .. . .to-act on my.behalf,. in all matters relative to work authorized•by this building•pe=it-application for: 6) 4 C) (Address of Job) gnatute of Owner ate eGl f . Print Name .+.run a.f c•f1WNFR9FR MTR.CT(1N VS R� pp i 4 33 l w I certify that this property is located in Flood Hazard Zone C (out- side :the 500 year flood) as identified by the Department of Housing and Urban Development (HUD) . Date �7.JG, OF /y99 CERTIFI ED PLOT PLAN 1 LOCATION . A�+V�S'Ti9,(3r IFI ... G ¢ SCALE. ./ - -0 . .... DATE Reg. , 114,7u 3Dy PLAN REFERENCE I certify to Plymouth Mort.Co,and its title ins.co. . • . that there are no visible encroachments I CERTIFY THAT THE !sl�uGt/t�ZG,�iVG or easements except as shown and that this SHOWN ON THIS PLAN IS LOCATED ON THE GROUND plan was prepared under my immediate. As SHOWN HEREON AND THAT IT CONFORMS TO THE SETBACK REQUIREMENTS. OF THE TOWN OF supervision. WHEN CONSTRUCTED. DATE 19 `._.__..._ . REGISTERED I tmn r,tlinlF'riHB} � A.. mPtlwrw,am�e�«:mv�wF, RPoOBRyIPtI P�RI'AMOJ�U IIYEOUm4R Mq 6ALH¢N, _ 44LY gym. rt-WOOLWA" ADO "`- 6•' '�ail D MM1Bui^ -EN SA OALV. �! � /�@ Nf�114 ?'1�Ai. if4 fAib 1 f�'I.IMq(gi. :m:.....:•..y,._ .._- ®rcmn.rrvnsJ...-.:1_.�. _ 8'ev�PV m.W�389.7Roff1 - - fU6W 6'fdtFt, \,IN�\ .._ ..•a r'�®al Ode fW GALK �Y VNtlw 1N�7 ` l+o OCTAGlDMAL_CCRNO wo a amwpc e� � 1 _{ OW '.. iWAM "/ %` 1 a lam a ae { L L 14'. 9 tAF1 f�PC&9[PJx Y>I�nfGdE1A {''� smrfma a f aft - i // fm �Q� 7" •- _ws •^ "°' -lalB gfWa.� ti"9•�f �•r�^-:,"�A",�'y�`•�"✓'.: p {,Q910 ILI OMBOW- «. M. "'i .. yY,,,,. .,• 'tP6'�,M At99.2 T" Igo MLTO W J te i wo a M. __, ...... � M&POOL� ffi �IU C7 act on S 5ye� � � -- r� ! eus � zf ae�a `"`.qJ`fa.....�_.s._.�"�.:�..._...._ gnn�1 GtaFr&N�aS�ftttx'"._._"t" / � nb"' ° N� ema�e Fvan a.zamb Poaa.°1�A 11w1« va t.�1C 6a04 fF Y17 MAl w wf�eteo�m n t p¢s " ° ) 'pr arrrF w M.owl ' t was. 1 aoa f \` �a�5ttv4xAteao uotl la a.aau r71F11MYanfE FOiP an �1wR a /cu.l. ga�ws q�Y�W,/ ar wm�m ea�rsBs� �v oiFw. qP�Q� r oa as_._ � r � r f)m�_._ �•.�--` -. Vo9PD U CN AYE P.DQ �A �y�,' VAR066h ARD t1a11,QBlif' 1 � Iran P'A 41. � ApS6f.ADIt GtYR Ni 9�fl 9lIII d10)fa01.. � ••-�-'^"' � �ae�c^ m w.FFa1teP�ser/a sm tmstM.P m mwFrefM.e t a.a of mm Pao a WjP frm vw a ODD, d hJ1�s[B[fRMR1.l9t fma1YD cPfP Aa AJRKWN MYN N1FM a e N o Y w III t _t _f L a+.c.®weo a.u�aw gem�aamnmt�Pm a rawmag3t avtmt a-f u-to f��edaffi.___. l...R� l.dt a .1006 o 'taP um•sawn aAw�r RP aersmue mr mum faPruarrr .uwwacm P+ ai`P A°-e ' e ate° o oar •TVU'J AL .. SECTt{70�E L 9�A.1�:$� '' '' a e'cwam W`�"'aAPM.acw'"'"'°eem F®F2 +4 �6 PfEt.� AT Mg, Fq *L - EPA: _ ��i� TYF .! _ dk?dL?ikGll3Pti AT W_f,.. ' :vie®savor {JrY TOWN OF BARNSTABLE BUILDINGPERMIT APPLICATION Map Parcel 430 Permit# (> i Health Division,3,rp o2 .� 6� ° , 4%�` ate Issued Conservation Division I A Fee y7. / • j� SEPTIC SYSTEM MUST BE Tax Collector - �';�// " '^.V INSTALLE�D,IN COMPLIANCE Treasurer J 63IZ660 WITH TITLE 5 Planning Dept. '.ENVIR®NMENTAL CO-12 A I TOWN REGULAI SONS .Date Definitive.Plan Approved by Planning Board Historic-OKH ! Preservation/Hyannis Project Street Address v L P Village - y Owner '�>0(� iv kpf � � Address I � a J L.DZ t Telephone 3 2— 16 '` pp Permit Request 1 `-( 20 IZ�/9 'i Square feet: 1st floor: existing__ proposed 2 WO• 2nd floor: existing proposed Total new 2 ' 0 Estimated Project Cost Zoning District Flood Plain Groundwater Overlay Construction Type j Lot Size / , y`/ rP�s_ Grandfathered: ❑Yes O No If yes, attach supporting documentation. f Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing.,Structure v 2,c- Historic House: ❑Yes ®'No On Old King's Highway: '9'1es ❑No Basement Type: ❑Full 8/crawl Cl Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new 4>6A,1 Total Room Count(not including baths): existing new�_ First Floor Room Count Heat Type and Fuel: 2`6as ❑Oil ❑Electric ❑Other Central Air: ,❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size, Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage: existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑. Commercial ❑Yes ❑No If yes,site plan review# Current Use - Proposed Use BUILDER INFORMATION Name t> -7© o c�__ Telephone Number Qg _9q5 9 2-` ? Address License# C' 'S �2 Home Improvement Contractor# Zo_E�'75 Worker's Compensation# ALL CONSTRUCTION DEBRIS FROM THIS PROJECT WILL BE TAKEN TO 1 �L . SIGNATURE DATE _3 y �3ZCY6 "f A `FOR OFFICIAL USE ONLY MIT NO. .. ��j�� �• _ � - `y' �r• .� - h,: ' ar f DATE ISSUED,, ,•� R _ , . MAP/PARCEL NO. - ADDRESS ` t VILLAGE OWNER 1 d DATE OF INSPECTION: FOUNDATION �1 ' FRAME INSULATION �� ��✓ °w' �� � Y — Rµ. FIREPLACE ELECTRICAL: ROUGHS FINAL 4 • •` ; �, ; PLUMBING:- ROUE .. ." FINAL-71 t - # GAS: ROUGH FINAL r ' FINAL.BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. \ d R� c R.. . 3L• I�1 I 3 I certify that this property is located in Flood Hazard Zone C (out- side the 500 year flood) as identified by the Department of Housing and Urban Development (HUD) . Date /IuG, z� /�9� CERTI A ED PLOT PLAN OF LOCATION 3 EDWAR G r SCALE . . ��'Ga.. . . DATE •,���.��9� Reg. d0. PLAN REFERENCE �p�sLe�►mo' . ems• s.�w�v• av�',�lL.. ZJ'7 . . . . I certify to Plymouth Mort.Co.and its title ins. co. that there are no visible encroachments ICERTIFY THAT THE �'Q! G. E '�✓C , , , or easements except as shown and that this SHOWN ON THIS PLAN IS LOCATED ON THE GROUND plan was prepared under my immediate.. AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETp ACK REQUIREMENTS OF THE TOWN OF supervision. ,WHEN CONSTRUCTED. GATE Ate.a5 / G�v7ri' S' �Frrny REGISTERED LAND SURVEY R • Tat,Ja.i3aib(eoa�laaeti) pMu ipltie Paeir:M for aae and TwaFsu*�identlal Baildinp Seated with Fond Fads . MAXIMUM lVtlrldl'!UM Glazing (]Is ccilic WaII Floor it mrmt Slab KC81i g/CooliaB %) U-veioe= Z vaiusJ &vainal EGvallid Wall PaimgmSqWp== EMa=cy' twee Rrvdr� TGvdue� 5701 to 6500 Hntint;De*eee Dam Q i2% 0.40 3E 1 13 19 t0 6 Normal iL 1231, am 30 19 19 10 6 Normal 3 050 3E 13 19 10 6 15 AFUE T 15% 0.36 3E 1 13 2S WA WA Normal U 13% OA6 3E 19. 19 t0 6 Normal 1-2 WA M AnM w Is% OSZ 30 19 19 10 . 6 MAFUE X Ir/. em 3E 13 25 WA WA Normal. T IEY. Q42 3E 19 25 WA WA Norte Z IVA 0.4Z n 13 19 10 6 40 AFUE AA Ir/. OJO 30 19 19 t0 6 90AFUE 1. ADDRESS OF PROPERTY: ! ! 3 o t�(� �TZ 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): S. SELECT PACKAGE(Q—AA-see chart above): X -- NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-i980303a ESTIMATED PROJECT COST WORKSHEET Value LIVING SPACE square feet X $55/sq. foot= / 41, d GARAGE (UNFINISHED) square feet X $25/sq. foot= PORCH square feet X$20/sq. foot= DECK square feet X $15/sq. foot= OTHER square feet X$??/sq. foot= Total Estimated Project Cost g990915b y The Town of Barnstable * tARNSfABM i MAM �m� Department of Health Safety and Environmental Services 39.>Ec Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 50&790-6230 Building Commissioner 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:CD Vc4euo� Estimated Cost -2 57 0C9 Address of Work: Owner's Name: 1:�- e d 1 A,Q� Date of 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 UND ALTIES OF PERJURY I he apply for a perm' as a age7nLo f owne �d /6 Dye tractor Name Registration No. OR Date Owner's Name q:forms:Affidav f --t O C Gidde to ff"ood Coinn-uctaoit hi M;h 141hid Aieus: 110 iraph Wild Zorae lassachnse s Checklist for Compliance (780 CINI z 9301.2.1.1)l Q Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust)........................................................................... ..................................110 mph WindExposure Category.............................:.................................................................................. ...........B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)_ V stories 5 2 stories RoofPitch ........ '..............................................................(Fig 2) .......... . ......................... 1 S 12:12 MeanRoof Height ..............................................................(Fig 2)................................................. ft 5 33' BuildingWidth,W :..............................................................(Fig 3)........................:.......................�ft S 80' Building Length,L ....................................... (Fig ).................... ft 580' Building Aspect Ratio(UW) ...............................................(Fig 4).................................................],�S 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4).......................... .........b-Y� 5 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR5404.1 •••. •......•••.•••.•••...••••• Concrete.............................................................•• ConcreteMasonry ............................................................................................•...................................... 2.2 ANCHORAGE TO FOUNDATION" 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general................:.........................(Table 4)............................... .... At in. Bolt Spacing from end/joint of plate ............................(Fig 5)................................... I_in.5 6"—12" ✓ Bolt Embedment—concrete.........................................(Fig 5). ............................................. in.z 7" Bolt Embedment—masonry...........:.................... (Fig 5)............................................ — in.z 15" �G ......... PlateWasher...............................................................(Fig 5)...............................................z 3"x,3"x'/." 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)..................................................t)ft 512' —, 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 5 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) ................................... ............... ................. Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55).. ...........:....... 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 510' ✓ Non-Loadbearing walls. ..........................................(Fig 10 and Table 5)..........................!_ft s 20' —t� Wail Stud Spacing ----_**(Fig 10 and Table 5)................. 24"o.c. Wall Story.Offsets ..................................................... •.�-in.5 ...(Figs 7&8)........................................... 0 ft 5 d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5). ............................2x ft 0 -� Non-Loadbearing walls.................................................(Table 5). ............................2x!�- ft 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)......................................... _ft� i/.. 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.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 Splice Connection(no.of 16d common nails)..............(Table 6).................... . ...................................... AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no.of 16d common nails)................................(Tables 7)......................................................� ✓ Non-Loadbearing Wall Connections — Lateral(no.of 16d common nails)................................(Table 8)........................................................_� ✓ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) — HeaderSpans ........................................................(Table 9).................................. ft v in.511' Sill Plate Spans ........................................................ able 9 ft Full Height Studs (no.of studs)...................................(Table 9)...................................�2..�......�.....I, Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans........................................................... (Table 9)..................................�ft ?in. S 1� 1/ Sill Plate Spans.............................................:.............(Table 9).................................. T ft_Q_in. s Az . Full Height Studs(no.of studs):...................................(Table 9)........................................................ _ (L Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously" Minimum Building Dimension,W Nominal Height of Tallest Openings t " ........................... s 6'8" ✓ SheathingType..............................................(note 4)...................................................... ✓ Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................ in. 17 Field Nail Spacing..........................................(Table 10)................................................. in. I? Shear Connection(no.of 16d common nails)(Table 10)........................................................ 1,? 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)........................ in. �~ Field Nail Spacing...........:..............................(Table 11)................................................. in. Shear Connection(no.of 16d common nails Table 11 ( )...................................................... Percent Full-Height Sheathing.......................(Table 11).................................. ... 2 °.... ........... /0 1� Wall Cladding 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).... .... . Rated for Wind Speed?.............................................................. .... ..i2�bf,...�J!" ✓ .................................... 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang :..................................................(Figure 19)............... ft s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12).................................. U=_ZM?plf ✓ Lateral.................. .....................(Table 12).............................................L=J]14plf Shear........................................... Table 12 _ Plf Ridge Strap Connections,if collar ties not used per page 21... able 13 ff .....T=_116p Gable Rake Outlooker.........................................(Figure 20).............._0—ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift............ ..................................(Table 14)............................................U='Q lb. Lateral(no.of 16d common nails)...(Table 14).......................................L�lb. '7 Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) Roof Sheathing Thickness........................................... t in.z 7116"W Roof Sheathing Fastening .........................I................(Table 2).......................... a SP 2)........................... ....................... k�, .(¢.V154tg Notes: Yft 'y rl l�10 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. Comer Stud Hold Downs per Figure 18a 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. .to )Food Cnftstr action in.Hl qh JJ,h?d Ai-ease I]O ntph df'i!ad.Zo w :Nfassach usetts Cheddist for Compliance t780 C,NIR 5301.2.1.1�� 1 imam 1 i , �� P&M Detail Verpoal and Horizontal Nailing for Panel Attachment m i o TOWN OF BARNSTABLE, MASSACHUSETTS RUILDIN6 PERMIT " DATE 19 PERMIT NO.-- APPLICANT ADDRESS I NO.) (STREET) (CONTR'S LICENSE) NUMBER OF PERMIT TO (_) STORY DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) AT (LOCATION) - ZONINGDISTRICT (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT, WIDE BY FT. LONG BY FT, IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP --BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: AREA OR PERMIT VOLUME ESTIMATED COST - FEE $ ' (CUBIC/SQUARE FEET) OWNER _ • - > BUILDING DEPT. - ADDRESS - " BY F THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPIRTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY C-RADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR PERMITS ARE REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND 1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MINAL INSPECTION TI TO LATH). FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION SF FORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT OTHER L BOARD OF HEALTH / L WORK SHALL NOT PROCEED UNTII THI- INSPEC PERMIT W!LL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE _ T'0H HAS APPHUVLU IHL V\HIODU'.',IAIiI'; ul I WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE AHRANGLU FOR BY fLLLPHONL OR WRITTLN CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. I *THE TOWN OF BARNSTABLE 31984 Permit No. . BUILDING DEPARTMENT ($620. 00) TOWN OFFICE BUILDING Cash Y� •,''pro ur HYANNIS,MASS.02601 Bond ................ CERTIFICATE OF USE AND OCCUPANCY Issued to Pauline Valente Address Lot 1A, 113 Boulder Road Barnstable, Mass. USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND.IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. May 12, 19 89 .......................... ................. ....................... �............ Building I Spector i ' 1'�`HERFEBY CERTIFY THAT THIS FOUNDATION IS LOCATED ON THE LOT AS SHOWN.,"AND CONFORMED TO THE TOWN OF BARNSTABLE ZONING REG LATIONS, ..REGARDk�NG' 4 SETBACKS FROM STREET LINES AND LOT LIN H M WAS C STRUI-'fE _. $. RT E. RA MON . , .'RL.S. DATE N 71'43'20"k 7 , 175.31 LOT IA 1.44±A _ Z o c n,a W m m m 48.5•t m 63.53 W o0 0 tr ra n m LINE BEARING DISTANCE 33.92 1 S 79" 41 ' 20"E 16. 03 2 S 10' 12 '52"W 8 . 00 3 N 10` 12 ' 52"E 1 . 30 4 S 79' 41 ' 20"E, 13. 70 5 S 79' 41 ' 20"E 6. 35 6 S 10' 12 '52"W 5 . 35 7 N 79° 41 ' 20"W 6. 35 8 S 10' 45 '52"W 2 . 20 �! 1 7 5 79 33'20"f BOU DER ROAD 60 30 0 60 120 16O SCALE IN FEET THIS PLOT PLAN WAS MADE FROM AN INSTRUMENT SURVEY AND IS FOR THE USE OF THE BANK ONLY. UNDER NO CIRCUMSTANCES ARE OFFSETS TO BE ' USED; . FOR FENCES, WALLS, HEDGES, etc. s' ' FOUNDATION LOCATION PLAN �P�ZNOF /dgsSsf LOT IA BOULDER ROAD BARNSTABLE nn/n� A ROBERT �VI E. RAYMOND' No.215a3 ARROW ENGINEERING INC. FLOOD ZONE <._ ,1 10 CAPE DRIVE, SUITE B COMM. No. . MASHPEE, MA 02649 �. EFFECTIVE DATE SCALET 1'1:=d®' DATE' JUNE 7 1988 61 07"'f/� y' I rD A q '— do N 'F_ Ge r. G c i - i� i ,z PLAN SCALE T r FrA' ssor', offioe (1st floor): _ SEC sY�" MM(� QE (J-v, THETALLED IN COMPLb- s sort mmp and lot number ..................... oq,d Hof Health (3rd floor):age Permit number ....8`�s...' .3.�.�� �T�I TITLE ..............EPNV iRONMENTAL CODE AND 33 STsnce Engineering Department (3rd floor): �o rasa House number .................................:G. l�3....................... TOWN REGULATIONS o 1639. \ear 0 YPY a' O/.16 APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only i TOWN OF BARNSTABLE BUILDING - -INSPECTOR APPLICATION FOR PERMIT TO .....�..0A-?. .rL!A&:r......!;Mql ....FAM. .. ...J.,...... ei ,... ',, qoj Aob TYPE OF CONSTRUCTION .........V�! ....F .1'11 .................................................. ................................. ................ �-------....-....19.:�� TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit ac�c�ording to the following information: Location .L* �./.i..... ...........6avi ....R..L�(. © ...............6-A"l_/IVSf,Ai5L6.............................................................. ProposedUse ......... . ..In[:.4'Qs.........rwy-ni-IIt...........:................................................................................................... Zoning District ........1`. ....I....................................................Fire District ... PLAX764,F,........ ............................. PA.Name of Owner 1.1.i..1.flyee ......AL.F_Al:7._E.................Address I...Q../UX...7a6 .........4&&U5.T,4.,6iZ.... Name of Builder �M�}11. I.Y1.E ,.......Y. L1�7 .................Address PO.AQ.,1(....7,3, ........o6,4 pewsio,4!✓�...... Nameof Architect ...... A)F_1Z........................................Address .................................................................................... Number of Rooms .............. ...................................................Foundation r�..M........60.iV. '�. .9_�T ............................. Exterior f.....&441I e-4..........Roofing .......Aplut.f................................................... Floors ....//4/_?46 .040)).... ... lh ...............Interior ......�y l�i�..................................................... Heating /...�7�. ........54 s...........................................Plumbing .....4.-A.......64A.GqJ............................................. Fireplace ....4.� e/jCjf�................................................Approximate Cost ....... � �.,..Q Definitive Plan Approved by Planning Board --------------------------------19-------- , Area ...mw.....s, ,........... Diagram of Lot and Building with Dimensions Feel "/ 6................. SUBJECT TO APPROVAL OF BOARD OF HEALTH �O ak OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the T of Barnstable regarding the above construction. Nam ... ....ON..� ...........�...... . Construction Supervisor's License ......�.W................... VALENTE, PAULINE �W No _3198.... Permit for ..Build 1 ...Story . ........ Single. . . . ...Famil. . y...Dwe.11. .in. �............. . .. .... .. .. ....... .. . ........ . .. . Location Lot lA 1 Bul.dQ.r„.Rpac� ......... . .13........o.... Barnstable ...................................................... Owner ......Pauline. . . ...Va.lente. ........................ .. .... .. .... ..... .... ....... Type of Construction Fram.e ............................... ............................................................................... Plot ............................ Lot ................................ Permit Granted ....... 13gqr 19 88 Date of 4 pection ...19 Y to Completed ....... .../.. :.. .19 - Sri 1p ^ D o NISz' f ilia . 1 F a�1D��wcO OZ FFF:Cto QFU O Zw 15 9"S 2O3S TH3•a v w O � W � ►t� PARTIAL EXIST. Z t� p� 5UN ROOM Q 0 1b1Tr $ 04 d o sam tAW, = EXI5T. EXIST. LAUNDRY HALL KITCHEN W 0 � '-� ROOM I`,.CONTRACTENERAL OR I�o VERIFY EXI5nNGlNVW CONDMON5 AND Q a DIMENSIONS IN THE FIELD PRIOR TO THE START OF WORK 2.)CONTRAGTORTO REMOVE EXISTING DOORS.WINDOWS. 1 WAILS.*ROOFING AS REQUIRED FOR NEW CONSTRUCTION. ��•* 3.)ALL NE /WO�MT SOH n{ ON TO MATCH NOTED DaSn M IN MATERIAL. " 4) ALL WOW SMALL OON19ORM TO THE USMS STATE BUILDING CODE(LATEST EDRION�DALL OTHER F-+ APPLICABLE LOCAL CODES (� {t 5.)ANY DISCREPANCIES.ERRORS ANDAX OMISSIONS IN THE NOTES. O 7C. DIMENSIONS.AND=DRAWINGS CONTAINED ON THESE DOCUMENTS III SHALL BE BROUGHT TO THE ATTENTION OF THE DE5IGKM PRIOR TO Q COMMENCEIMEw OF CONSTRUCTION.PROCEEDING WITH CONSTRUCTION CONSTITUTES ACCEPTANCE OF THE5E DOCUMENM AND ANY + DISCREPANCIES ERRORS ANDJOR OMISSIONS BECOME THE RMPON51EETY OF THE BUILDING CONTRACTOR � w GARAGE O x vCle:( M+�I °d y,� c EX15T. 5THD 14 5TW"O DO MeT Pet PORCH Q Z w \ AF MW PRK IOR TO POUR APAMWALWALLCOUSnOXTION EX6T. HOST. 'b FY 33L10*= Or" taosTaa�I ceasnll�I WJ FI K5T FLOOR PLAN f SCAM LEGEND y � HQSnNGWALLOONSURUCTLONTOREMNN O 5 10 15 2O S ,p ETECTORS REVIEWED Ida1 - I o EWWAUrONSTRUCTION ® NDUISTING WALL CONSTRUCTION TO BE REMOVED / t �t— � -// DATE BARN TS ABLE BUILDING DEPT. DATE 1 112/2011 1 FIRE DEPARTMENT DATE PROJ. NO. I I - BOTH SIGNATURES ARE REQUIRED FOR PERMITTING D NO. DWG. NO. C�COPMGHT 201 1 BY THOMAS A. MOORS DESIGN CO. Z W OZ. zN 3tOrz z �'Nud ui dt�00QwN O T'==wz=0 z r�maru O (/1 •� 00 00 W rn QO � iz N Q 7D MUT ROOF WAT :MIN(,�Fs Q N W TO MATQ16LL47NC' MATCt1 t �9. d M " W Q � o � r�o�yia FRONT ELEVATION Q 7U MA7Ll1 iWV cn El O O W � 1-4 � wQ ® as _ SCALE 1/8"= I '-01 RIGHT 51DE ELEVATION DATE 1 1121201 1 PPOJ. NO. 201 1 -083 DWG. NO. : ©COPYRIGHT 201 1 13Y THOMA5 A. MOORS DESIGN CO. IA21 bl-0 9 L z0off:w � F (1) .°_� C) J F— cis �D ono mQ le 00 uo cm wmw � 0 Q � N ® ® N �vas�urraoorsuc+e�. W TO MATQi 9�SfMG------ Z QQj O AM TO M0.TQ�1,«BOFi. _ --y w0FE EE U.11 I my, Y, q, q, Oz I Mull - - REAR ELEVATION O ds 04 CZ� w wQ NeW RA M BOAR05 Q 12 TO MATCH DMNG w �F Q LQ LQ k"W50ING co TO MATCH fX5TWG SCALE r DATE LEFT 5I DE ELEVATION 1 1/2/201 1 PROD. NO. 201 1 -053 DWG. NO. . (E)COPYRIGHT 2011 BY THOMA5 A. MOORE DESIGN CO. 15 y� z z • u H8 Naz02 0 a:D z rz ni �NOQwi1i 1' ww = wUOwOz O ===wz z �t-rmaru OO cv) � . a Z w O O° IiR76CVBiT � TYP-ROOF CON5T. "a9"�� �� Q {� 0 -2s 101,"RAF1155®10oc. -I?CUR PLYWOOD It"51ENT M W -t PAM 12 41GlLS �AAATCfI � O 2■12 RmGE BOARD �IR1C ` ------------------- ¢ O i————————————————— p.' N Zx i------ ' Q Q N W ofAunalltool T v \-IV ODE Gw.W.a, �-ooNr.u11►s.>NI I � IXIST. nW � O 1 a3STR PrWG®16'o.c. Somi'v@�15 I + BASEMENT z E- TYF. WALL CON5T. GARAGE L--———— i `� w O -wPU'°'°'°° -3 t/2 BA1Y AUApM Q'�13) A 8UilDlNG SECTION@GARAGE , L-------------—, -W GYP.BD- ws.5ee14M stow A4 s-t s 1 TrwM mlc.sue k i i------------- , I I VK%LaPei N MFONOATON -----I Bollam WALL I i . POIIN TION&OONCRETE ALS TYPICAL& I& ,/ ,/ -- I � EX15T.Comr- GARAGE I O I l (>r.,>� I I od 04 4 PM eew fOUNDATM f_v I TO EX15T.POUNDOM M WALL ,/ ,/ ♦,� � ` i TIOP4 BOTTOM I � 1•...1 \ i3l& — ———————— --Ar � f Q co SCALE .�� 11^ 1_ 1 ROOF FRAMING PLAN !/8 - J o1 9 NOTE All ROOF RAMF5 TO BE z OMMMSE lam.U"` FOUNDATION PLAN 1 ATE " ` ! 1121201 ! PROJ. NO. 201 1 -053 DWG. NO. ©COPYRIGHT 20) 1 A4 BY THOMA5 A. MOORS DESIGN CO. 7 1 _ 11f GI s---� !i es ecb I _ d i '� i��� f ( r' 1 I � � Iil �• / t i i • i ' APPROVED \/ } _.-- C.�..� y..,._...-. r..�-..._ ,........-. _e--_ .•-----�-- i-- �-- ''.-�.- i I r ,R".'��'°�."..'".�F':��:��^� � f=`r''+TF"F/ .f' �''f^ , # i RfIf'�TC-Ryf ©KM-At) • , � L" 1 d r PI i - + �.. � 66 �ouLZ) � � 1e� 'I\ �I i \ j r' � I ZI ► c _ /'bo, Lb ! k 1 k, f S e-o4 . 3I8 = l - --r € y 4-1 X If l r lit- TEST PIT #1 TEST PIT *2 GENERAL NOTES ELEV.- -5-7, ELEV r Tr, 1. ALL ELEVATIONS SHOWN ARE BASED UPON _ _ _ - - 2, PITCH ALL LINES A MINIMUM OF 1/8" /FT UNLESS OTHERWISE SPECIFIED. A VY , N _ 000 0 0 © 0 0 0 0 0 00 3. ALL PIPES TO AND IN THE SYSTEM SHALL BE CAST 0 0 000 0 0 3 0O ® 0 0 0 000 IRON OR SCHEDULE 40 PVC. 0 _ - 000 0 0 0 ® O 0 000000 :m 0 1 4. ALL SEPTIC TANKS, DISTRIBUTION BOXES, AND r _ � 3 „� , 000000 ® � o 00 00 LEACHING PITS SHALL BE DESIGNED FOR H-20 WHEEL 0 000000 ® © O C00000 00 0 0 O ( O ® 000000 LOADINGS WHEN UNDER PAVING. 000 0 0 O 4 p (D 000000 5. REMOVE ALL UNSUITABLE MATERIAL BENEATH THE 10 00 0 0 ? 0 O O C 0 0 000 INVERT ELEVATIONS OF THE LEACHING PIT FOR _� 4 TYPICAL DISTRIBUTION BOX 0000 ;j J O 0 0 0 0000 A DISTANCE OF 1OFT. AND BACKFILL WITH CLAY- >>. rr FREE SAND .8 GRAVEL HAVING A PERCOLATION RATE LIQUID LEVEL NOT TO SCALE g'_0" OF 2 MINUTES PER INCH OR LESS, NOTE DISTRIBUTION BOX AND '? 6. THE BOARD OF HEALTH MUST �<¢tv GAL. REINFORCED SEPTIC TANK BY BE NOTIFIED WHEN THE SYSTEM IS NEAR COMPLETION OBSERVATION PIT TYPICAL 'f0 GAL. SEPTIC TANK ACME PRECAST OR EQUAL. TYPICAL LEACHING PITS AND PRIOR TO BACKFILLING. 7. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS PERCOLATION RATE= NOT TO SCALE NOT TO SCALE SHALL BE INSTALLED IN ACCORDANCE WITH TITLE Q OBSERVATIONS BY' 6tt-A 1 ^.= NOTE' TANKS REINFORCED THROUGHOUT WITH OF THE STATE SANITARY CODE AND ANY LOCAL BOARD OF HEALTH ELECTRIC WELDED WIRE WITH 24-1/2" RULES WHICH MAY APPLY. ENGINEER: ARROW ENGINEERING INC. EMBEDDED STEEL RODS IN TOP a BOT- 8. CONTRACTOR IS TO NOTIFY ENGINEER, PRIOR TO THE DATE: TOM. CONCRETE IS 4,000 P.S.I. TEST. INSTALLATION OF SEPTIC SYSTEM, OF ANY DISCREP- ANCIES BETWEEN TEST PIT RESULTS AND FIELD CONDITIONS. 9. ACCESS MANHOLES TO SEPTIC TANKS AND LEACHING PITS TO BE BUILT UP TO 12 INCHES BELOW FINISH GRADE. FOUNDATION <-; k ELEV.= GRADE FINISH H r DE -- GRADE FINISH GRADE OVER LEACHING - au _ FIN14H GRADE OVER i ANK OVER D BUk. AREA ELEJ.� w-r+�:.�f f ELEV .��. .. l EV % ELEV.= ,_4 ' EXIST. GROUND ._ x 3/4 � xSHRE- D STONE n INV i �_> �' INV.= + o W� A INV= l'' A � G INV. �. B D I ST BOX �L (TO BE LEVEL .. REINFORCED ° 3/4 it x . WASHED STONE - _ _ R STA B L ::: CONCRETE o . . AS _E1 :.. _>EPTIC Tl1F'JK BOTTOM OF PIT ...... . . . ... I � LNV - .�, �., F EV 4 HE I F, �I � , h TYPICAL SEWAGE SYSTEM PROR LE PRECAST LEACHING PIT- . _ (TO BE LEVEL a STABLE) - NOT TO SCALE LEGEND MAP SECTION PARCEL LOT ADDRESS k �.�' ►.Sc� �- �'� T5 Is 10, EXIST. CONTOUR .___ _._. __._. _._... 6 PROPOSED CONTOUR 6 7-7 EXIST SPOT ELEVATION 8 X O PROPOSED 5F''OT ELEVATION 8+ 0 ZONING DISTRICT FLOOD HAZARD ZONE i` -- �. k _ PERCOLATION TEST IT OBSERVATION PIT y� i =K f = DESIGN CRITERIA %'J - NUMBER of BEDROOMS �*of PROPOSED LOCATION OF DWELLING _ - � � SEWAGE DISPOSAL SYSTEM + G PERSON PER BEDROOM _2_ +� aOSER-r i I .. GALLONS PER PERSON �PER DAY 55 R � x_; ;/ ' i LEACHING REQUIRED '4cJ 9m No.21583� LEACHING PROVIDED DISPOSAL APPLICANT: ENGINEER: F,aut.lKie, � "'4� ARROW ENGINEERING INC. SEWER DESIGN i �'`` '-,' :-�a►. :5E-,-T- l .J 10 CAPE DRIVE SUITE B x kT1 x MA �..4..�,.)�.:. �_>�Lr� MASHPEE, MA 02649 IE. SIDEWALL= _ F z of} - �'�o ROSCRr I B0TT0M = rr - 0 B 5 CA E HE -' LE DATE= SHEET: SHOWN j 3• OFt TOTAL= �>5 DRAWN BY' CHECKED BY APPD BY PLAN N0. PI.AN SCALE "� SEE/�>E:_M I H h' �R }