Loading...
HomeMy WebLinkAbout1503 SANTUIT-NEWTOWN ROAD S��v 1� I��.�U i o� �� 3 0 .� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION P Map Qlx'*_5 Parcel Permit# (A H Health Division 2 03 54 Date Issued Conservation Division �/ZCo f 03 ( 1� Application Fee .��. Tax Collector Permit FeeJ� b Treasurer Planning Dept. WTIC SYSTEM MUST BE MTA!.LED IN COMPLIANCE Date Definitive Plan Approved by Planning Board %M TITLE 5 Historic-OKH , Preservation/Hyannis EWRONMENTAL CODE ANO Project Street Address /�o Village Owner Address 'stir� Telephone CR c. Permit Request Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total newer. _�z Zoning District 2= Flood Plain Groundwater Overlay Project Valuation` Construction Typer,Tc Lot Size E�- _AA IJ� . Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new 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 Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 0 No Detached garage:❑existing*"I*ew 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 Ylvo If yes,site plan review# Current Use Proposed Use ` BUILDER INFORMATION Name Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# - ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE - _ DATE 1 FOR OFFICIAL USE ONLY !f Y i PERMIT NO. P DATE ISSUED 1 ' MAP/PARCEL NO. ` t \ K ADDRESS VILLAGE ! OWNER DATE OF INSPECTION: T FOUNDATION or", a j FRAME( r 3 Js 'ra INSULATION FIREPLACE . h ELECTRICAL: ROUGH -FINAL PLUMBING: ROUGH ;:' ry� ! ` ` FINAL GAS: ROUGH " FINAL a FINAL BUILDING '' r e 41 $ DATE CLOSED OUT ` .A p:. " T � ASSOCIATION PLAN-NO. -a L.F.GIAMPIETRO ARCHITECT P.C. Registration# 220 MAIN STREET, SUITE 101 FALMOUTH MA 02540 7124-1030 Perry Residence Add/Alt. _ MAin Girt Date: 8/27/03 BeamChek 2.3 Choice (2)1-3/4x 9-1/4 1.9E TJ Microllam®LVIL Conditions Min Bearing Area R1= 1.7 in R2= 1.7 in Data Beam Span 7.2 ft Reaction 1 1290# Beam Wt per ft 8.32# Reaction 2 1290# Beam Weight 60# Maximum V 1290# Max Moment 2322'# Max V(Reduced) 1014# TL Max Defl L/240 TL Actual Defl L/>1000 Attributes Section(in') Shear(in 2) TL Defl(in) Actual 49.91 32.38 0.05 Critical 10.34 5.34 0.36 Status OK OK OK Ratio 21% 16% 14% Fb(psi) Fv(psi) E si x mil Fc I (psi) Values Base Values 2600 285 1.9 750 Base Adjusted 2694 285 1.9 750 Adiustments CF Size Factor 1.036 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 Loads Uniform TL: 350 =A Uniform Load A R1 = 1290 R2= 1290 SPAN=7.2 FT Uniform and partial uniform loads are Ibs-per lineal ft. BeamChek automatically added the beam self-weight into the calculations. t . 4 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Ma � Parcel Permit# 5 Health Division qf 3 P3I03 Datelssued 1 111 Conservation Division ® - ' _ _ �Applipation Fee Tax Collector Permit Fee Treasurer L ` E U"tE S TEMMUSTBE Planning Dept. INSTALLED IN COMPLVWCE Date Definitive Plan Approved by Planning Board VlIITH TITLE 5 ENVIRONMENTAL CODE AN[ Historic-OKH Preservation/Hyannis TOW14 REGUI. .IONS Project Street Address Village '��`, \ram Owner Address � ��� Telephone Permit Request Square feet: 1 st floor: existing proposed�y� 2nd floor: existing —g,_� proposed Z Total newer� Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure 'ram 7 Z Historic House: ❑Yes �eNo On Old King's Highway: ❑Yes �No Basement Type:XFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) —c��—, Basement Unfinished Area(sq.ft) 4, �cZ Number of Baths: Full: existing \ new \ Half:existing 1 new Number of Bedrooms: existing a new Total Room Count(not including baths): existing -u new First Floor Room Count Heat Type and Fuel:XGas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes XNo Fireplaces: Existing New Existing wood/coal stove: Yes ❑No Detached garageX. existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size tae� Attached garage:❑existing new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes Xo If yes,site plan review# Current Use Proposed Use BUILDER INFORMATIO Name Telephone Number ,� L p Address s- -� License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE �Q/o-� i a FOR OFFICIAL USE ONLY 7 i PERMIT NO. DATE ISSUED MAP/PARCEL NO. `S • 3 ADDRESS VILLAGE OWNER •t DATE OF INSPECTION.: lid b3d,0,6-, � ~ FOUNDATION FRAME INSULATION /A4,V VK 6f rLw $h� FIREPLACE F ELECTRICAL: ROUGH FINAL j PLUMBING: ROUGH . FINAL t GAS: ROUGH ' 'FINAL FINAL BUILDING rl o, ' DATE CLOSED OUT r ASSOCIATION PLAN NO. ' 1t �I - The Commonwealth of Massachusetts — — Department oJIndustrial Accidents == — Office ofloyestigatioos 600 Washington Street Boston,Mass. 02111 < Wormers' Cam ensation Insurance Affidavit ` name: , location hone# — ci �P I am a homeowner performing all work myself. ❑ I am a sole r r.0tor and have no one working in ca achy ovidin workers' co ensation for my employees working on this.job.::;?::::::?::?::};,,:::::;.;;: :::;::r::<,,, v {>.,>.}.;:.:;:>:;::::: am an em 1 r g .......�? :ftm an >e ............... ........,............................. -- ,.4., •�S::; :;:::::;::;^;;:`•:�'�k%:;i;:�:::;.::;:t:?'+.;<;i:;:;:;:+�:;5:%�:;:::;:::i}:v :?;;:;:;:;�::$:;:;:�i::;:r,:j::;}i:+::;ii::4i: :$:?:!.:?y:..•..��• i::::::.::.:.:.•:•::•iiii:i::::.::;t?hY:::v?}}}:•}:4}ish}}:''ismil}i?Si`::ii:t::'r}'r::ii.`:i::}:CL:ii::<;{::i:$2::>;i:'C` ............ ..........::v:.::•;vi}:i:•:iw:??;•^}:+:?;}ii:;:};.jiii::$:.... ...:.. •ti:{v v: :....n.v 4:{•:.ii::}':%•it. ..:,:::..:n....:v::•v:::::............... v::::::::::::•::.....::............::::::.::::.' .::}:.::tt+: }:•>}:;:i::?ii:;i•:is}:j?:.;:::::: :i:k:?:,:,}i : iTSUI SILCe ------------- ❑ I am a sole proprietor,general contra or omeowner one) and have hired the contractors listed below who have followingthe workers com ensation ohces; ......................v:::.�::::.�:::........::...,...:::.,..:..........:.::.,,::.::::.:.:.:.•.:.:.:...:.,..:..:.:.:..:,.:.:....:..}.:;>.}A:::}:;;<:>::;:::<:::>�:::::::;�n:•'....... .. .... �4« •:Quist:aP'p•::n:n}:}:9:•::;jti}:::vi:i{::}:,:,•::?<',:i:::>.i$i::.:n::..:::::::::::::•i.:::,:::::::•:....v..:;h::?:.}y:k;}:;.y:..v{i:4:' 4 m e anv m na }:tom p N ......... . ......,....:.;}:>:}.}+}}:i:'air•:::::.�::::::::...,•::::::::::::::::::.:..:..... .............. ............ .t ....... ... ..............::::... .. ..................:...:::::::•::::.�.Y.}•:}};•.::;�::t•}}}:,•:.;..,.::.,•.,:::.,•:.::::.,•?.;::::tr:;,t.Y•}:rr};:{{.};{•}:•f�.::ts}.:•:�.3«;r�•:^::�zY< ...... ......... .......}..! ...... ........:. ......n.. .......... ....................x..}.vn..... .rx...vvv:n:,v:•R};•}h.}::L}:•{{}:.Y.,::Y;;:;i:Li:;Y.;}'v'''::?}:{{•:{?r:.;....n.. :.........:••....:......:w:...........:....v:::,...r.n........tv................••:•.v:...:..................w:......,.........••::................v.• .......... ::':v;.}:nv:v:.v......:...........,.....:.:.... .A .r.......:.:.........................:..:•:::..................::............ .::• :................,......... F....... .,.. ..... ..::.....,.........:. ......:....:...:.:.. .. ... ...:::..........................:...:....................... one. ,•::::.:;..... .. :: ....:::.::::::.:::::::.....:::::::..::.}}}:}:i}:•:::•:air::nv;v...,...:....., n....... .......... qY: ............... �::.:...............:..........::::.::.�:.::.:.:::::::.............:..... ................. ...4::nvr:::::•::.w::r:}}}:•:?}•}x::::•.vnv:,:v::.},:L2h:,.;v ,•.... ........ ...... .n....r. ............ ....... ..........,.,�:.w:::::::i;:.?4:v:::•:X:•i:4:^:4:•i:•.v:::r'::}:4i:{•:J. .:::::.:::::::: r-v..x:::.w:.;{;?^:...... \. ... ........... :....... ..........r.. ............ ..................:{r::?::•::...........::.......::::::�.v::...v..., rr:}:•iri'::•::�nv.,•.v:.v:nv:.:. .......n........,.........:.......... ,.:................................... .........v..........v:....i...n...r..... ........ y� y:.:pvy.v:::::.;..;:••: ................. ...................;.;.,.:h}:>.•x:iiY.K:::.. :YY.:v:.......:v:::::::......::.v::.v:nv:;. ....,••.•.w:r::::...,vv:w:.v:::.v:......••:•::.v:::::;.. ....n........... a'G cP.•M:.�•.:::•.�:•.....�..::^•:::.::?::w::.:::6:::........:. ................ v�'�}'.vi:{:'r,:�$;•::4:,{::,:i:;}:;,.{:sy:,'::?;sy::�` :::Si[:::':5;:':t;::;:Y<}:";' j�;i:;Yi'; : ;:; :>::`::v:?:::::<:;ii}i:;Y{?•}isj;i:::�}:t•}}:•ri:?:{{.}::{?..{;::::::.::::::v::::r:;..:::::::.:::•.:::.................. v^nY i GM "aia sn ::.:::....: .r ............................... :i•:yv:}:<::ti}.:::::t ?j ri.. :,Y........: :..... ................. :'•:::•:::::::•:::...:....::w:::•.v:?v.C•::nv:::::r.:::.v:::•:h:.w::::;:::::::;•:}::w:::::::•:::::::::.v::........•:w:::::nv.v:::::w::.v::. -'_".iii::.ty:•.vj Baum a to secure coverage as required ed mtder Section 25A of MGL ls2 can lead to the imposition of crtminal penalties of a�e up to SI,S00.00 and/or one years,imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a Sae of SIOOAO a day against and I understood that a copy of this statementmay be forwarded to the Offlce of Investigations of the DU for coverage verification. I do hereby certify under th ndpenalties of perjury thai the information provided above is true and correct Date Signature Phone#e`o0—C>� Print name MM o ffldal use only do not write in this area to be completed by city or town oMdal city or town: permit/license# ❑Banding Department ❑Licesuing Board once is required ❑Selectmen's OSice Q check if immediate resp 4 ❑Health Departrnent contact person: phone#; - ❑Other — tt,,;6ea 9195 Plat Information and Instructions , Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,Partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a Icense or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. 1/01 XXXXXXX Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and applying company names, address and phone numbers along with a certificate of insurance as all affidavits maybe q submitted to the Depa rtment 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 that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. City or Towns 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 refercuc number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Departmerrt's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents amce of investigations 600 Washington Street Boston,Ma. 02111 fax 4: (617) 727-7749 phone #: (617) 727-4900 ext. 406, 409 or 375 i �pZVE lo Town of Barnstable Regulatory Services 9BMWSMEILE,g Thomas F.Geller,Director �A i63q. ♦0 jFDMP'�a Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 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: Estimated Estimated Cost Address of Work: Owner's Name: 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 rZOwner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No, Date Owner's Name 4 Q:forms:homeaffidav I I I i I I i op i COLONY INSULATION, INC. 11 Jonathan Bourne Drive-Unit #4 Pocasset, 111..E 02559 Tel. 508-5(->k`i-6040 Fax: 508-504-6:117 Proposal Submitted to: Phone: :. )Elate:1 i i Fast Coast Builders 508-539-1375-0 July 115, 2003 Attn: John West 508-477-7147-F PO Box 294 508-331-8155-C I Mashpee, .NAA. 02649 { i Job Location: 1503 Newtown Road Cotuit 0MX I We submit specifications and estimates for: Insulation: Addition I I Description T1Ilt ! R-Factor i Flat Ceiling 9"Kraft Faced Fiberglas wi'PVE i R:30 Cathedral Ceiling 8 ;s" Kraft (raced Fiberglas w!I'V j R:30 Garage Ceiling 9" Kraft Faced Fiberglas k;30 Basement Ceiling 9"Kraft Faced Fiberglas R-30 Exterior Wail 3 '/ Krall Faced Fiberglas ! R:]5 Garage Walls ` Krafft Faced Fiberglas I R:13 Stair/Risers 3 ',y".Kraft Faced Fiberglas i I I �Vc putt cast hisrt lr+i lxr fiuratisf3 ttta[enat artd ihbez xirnplirl tjt 1i4� d t w��ltl Erd! s 111E Mori ;frSr t '0 i—,U of r r «( ti@ tYet[ en�en I"1 c@ ilrp t• 75 s 1 FaYlYlsrilttcr a Ux �afaElo�us ' exmis be d sru se >sltalirt< teen:-90 .0 Cllir �re�iosaD i rlll material is guaranteed to be as speeiNd. Alf wvrk to be exanplutvd iu a workmanlike manor according to alandard practices..Any alteration or ckvialion from above specifications invulving i+x1ra costs will Iz cxccutcd 6D , only upon written orders,and will becomo an extra charge over and above Jos ph ,Jjr."Dulc the ostiniatc. All agreements comingent upon strikes,accidents or delay, i a.I t 1i beyond our control.Owner to carry lira.tornado and other mcassany maul- ole:This proposal may be withdrawn by Ls d nut ante.Our workers are hilly,covsred by Wor-ker's t_onipcmation Insuraocc. acocpts:d within _Ili duys. Acceptance efl'Tpeimi-The above pr'a:es,spauilicatiotu and conditions Signature . arc sati:;Cactury aml arc horcby acecptcd.You am autltorirudw do the wart, as sueci(ied.1'ayn:ert will be made as outlined above. Signature _ , l i i I i I . Permit dumber MECcheek Compliance Report .Massachusetts Energy Code _.------.____- MF-Cclxeck Software Version 3.2 Release la Checked By/Date TITLE:John West I 1 CITY:Barnstable STATE:Massachusetts j 1IDD:6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached i HEATING SYSTEM TYPE:Other(Kon-Electric Resistance) i DATE Of.sPL�k111.5,07/15/03 PROJECT`lN1:O AT:1ON. 1503 Noirt a Road--Cotuit,NIA COMPANI`,1NFOR1'dATION: Colony lnsulation"WG- I I Jonathan Bourne Drive-Unit 4 4-- lPocasset,MA..,:0ry55 NOTES: P.O. Box 294 `Masbpee,11.1A 02649 COMPLIANCE:Passes Maximum UA=225 Your Home=224 0.40,'o.Better Than Code j Cross Glazing Area or Cavity Cont. or Door Ltjjm_gter R-Value R-Value Q,-Factor U,A Ceiling 1:Flat Ceiling or Scissor Truss 546 30.0 0.0 i 18 Skylight 1:Wood Frame,Double Pane with Low-E' 36 Q.350 0 Ceiling 2:Cathedral Ceiling(no attic) 570 30.0 0.0 j '19 Wall 1: Wood Frame. 16"o.c. 1104 15.0 0,0 j 70 Door 1:Glass 77 d.350 2'1 Window 1:Wood Frame,Double Pane with Low-E 118 050 41 :Floor I:.All-Wood Joist/Truss,Over Unconditioned Space :1080 30.0 0.0 f 36 Furnace 1,Forced Hot Air,80 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in MECcheck Version 3.2 Release la. I The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool theibuilding shall be ne greater than 125%owe design load-ss,*ecified in Sections 78( MR l 310 and J4.4. Builder/Designer _ - � a �.:. Date i i i i u t 1 i MECcheck Inspection Checklist Massachusetts Energy Code NfKcheck Software Version.3.2 Release la DATE:07/15!03 TfTL&John West Bldg. I Dept. Use I � Ceilings- 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation ! Comments: [ ] 2. Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation — — Comments: Above-Grade Walls: [ ] { 1. Wall 1:Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: i Windows: [ J { 1. Window 1:Wood Frame,Double Pane with Low-E,U-factor:0.350 # i For windows without labeled U-factors,describe features: 9 Panes__.Frame Type _Thermal Break?[ ]Yes[ ]No { Comments: Skylights: [ J j 1. Skylight 1:Wood Frame,.Double Pane with Low-fi,U-factor:0.350 ; i For skylights without labeled U-factors,describe features, J 4 Panes frame Type Thermal Break?[ ]Yes[ ]No { Comments: { Doors. [ ] { 1. Door 1:Glass,U-factor:0.356 { #Panes_Frame Type_ Thermal Break?[ ]Yes[ J No { Comments: I Floors: 1 J 1. Floor L Ail-Wood JoistiTruss,Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: ] J 1. Furnace 1:Forced Hot Air,80 AFUE or higher { { Make and Model Number .Air Leakage: j. [ ] Joints,penetrations,and all other such openings in the building envelope that are sourced of air leakage must be sealed. [ ] When installed in the building ermrelope,recessed lighting fixtures j shall meet one of the following requirements: I 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture j and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. I i i . i - j 2, Type IC rated,in accordance with Standard ASfM E 283,with no more than 2.0 c-. (0.944 j Lls)air movement from the the conditioned space to the ceiling cavity. The lighting future shall have been tested at 75 PA or 1.57 lbs/ftZ pressure difference and shall be labeled, j Vapor Retarder: j ( ] j Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: j ( ] I Materials and equipment must be identified so that compliance can be determined. ( ] j Manufacturer manuals for all installed heating and cooling equipment and seaside water heating j equipment must be provided. ( ] ; Insulation R-values,glazing U-values,and heating equipment efficiency must be clearly marked on the building plans or specifications. i Duct Insulation: ( ] Ducts shall be insulated per Table 14.4.7,1 i I Duct Construction: { All accessible joints,seams,and connecticns of supply and return ductwork located outside i conditioned space,including stud bays or joist eavitieslspaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch, Duct tape is nut permitted. f ] j The IiVAC system must provide a means for balancing air and water systems. F j +, Temperature Controls: L 1 j Thermostats are required for each separate RVAC system. A manual or automatic means to j partially restrict or shut off the heating and/or cooling input to each zone or floor shall bell provided. } Heating and Cooling Equipment Sizing: � ( ] j Rated output capacity of the heating/wolina system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. i j Circulating Hot Water Systems: ( ) j Insulate circulating hot water pipes to the levels in Ta.bie 1. Swimming Pools: 3 L ] j All heated swimming pools must have an on/oft heater switch and require a cover unless aver 20°o j of the heating energy is from non-depietable sources. Pool pumps require a time clock. R Heating and Cooling Piping Insulation: ' L ] j HVAC piping conveying fluids above 120°F or chilled fluids below 55°F must be insulated to the j levels in Table 2. i i I i i f i i t t r i i i Table 1: Minimum Insulation Thickness for Circulating foot Water Pipes. i Insul tion Thickness is Inches by Pipe Sizes Heated Water Non-irircuI,tinu Runouts Circulating Mains an R�nouts Temnmt_u_rg j_Fj J�P to 1'_ P to 2.0" ver 2" 170-150 0.5 1.0 1.5 2.0 140-1.60 0-5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 y 1 able 2: .ifinimum Insulation Thickness for H VAC Pipes Fluid Temp. Insulation Thickness in lnclies b-Pie es Pipang System Type Ranue -F 2" nuts 1 aid Less 1.25"to 2" 2 5'to 4" Heating Systems ; Low Pressure/Tempera!urc 201-250 1,0 1,5- I.5 2f0 [.ow Temperature 120-200 0.5 1.0 1'0 115 Stearn Condensate(tor feed water) Any 1.0 1.0 1.5 210 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 l!0 and Brine Below40 1.0 1.0 1.5 1(i5 1° i 1 NOTES TO FIELD(Building Department Use Only) -------------- I I I 1 f - i i 4 i The Town of Barnstable Department of Health Safety and Environmental.Services Buildin Division 367 Main Street,Hyannis,MA 02601 , 08-8624038 08.790.6230 PLAN REVIEW 3wner: Map/Parcel: ?roject Address: ! Jam'` ' Builder: The following items were noted on reviewing: = L Cb AJ Y� vim' s e ok 3 , ks- ftefc d� • L F GIAMPIETRO ARCH SOB E40 0220 05/05/03 02:14pm P. 001 1 220 Main Street.Felmcuth,MA 02E40 TEL(5081 5-iC-'400 'Architect, P.C. FAX i 0E)r4C-0220 TELECOPY TRANSMITTAL Date: I "S Company: Attention: JfF Lam•:cA��.r Fax Number.' S( � ) `� C:a S Z:� Project Number: Project Name: Message: v Z THE Lz4c'4CaE 495,4-vn A,-� ?7-iG— J v Number of pages sett including this transmittal sheet If you do not receive all pages, please call (508) 540-7400 as soon as possible. { 'hank you., _ L F GIAMPIETRO ARCH 608 640 0220 0910Sr0S 02:14pm P. 002 L.F.GIAMPIETRO ARCHITECT P.C. Registration# 220 MAIN STREET, SUITE 101 FALMOUTH MA 02540 7124-1030 Perry Residence Garage Beam Garage Beam Date;9103/03 BeamChek 2.3 Choice W 14x 30 A36 Wide Flange Steel Lateral Support at: Lc=T.1 ft max. Conditions Actual Size is 6-3/4 x 13-7/8 in., Min Bearing Length R1=0.9 in. R2=0 9 in. Data Beam Saan 24.0 ft Reaction 1 0600# Beam Wt per ft 30.0# Reaction 2 66D0# Beam Weight 720# Maximum V 6600# Max Moment 39600'# Max V(Reduced) NIA TL Max Deft L 1240 TL Actual Defl L/593 Attribute Section(in') Shear(in2) TL Defl(in) —1 Actual 42.00 374 0.49 Critical 20.00 0.46 1.20 Status OK OK OK Ratio 48% 12% 40% Fb' sl Fv si E si x mil Values Base Value Fy 35000 36000 29 0 Base Adjusted 23760 14400 29,0 Adiustments YP Factor, Lc 0.66 0.40 Loads Uniform TU 520 =A— C� Uniform Load A R 1 =6600 R2=6500 SPAN=24 FT Uniform and partial uniform Icads are lbs per lineal ft. BeamChek automatically added the beam self-weight into the calculations. - P L F GIAMPIETRO ARCH 508 S40 0220 09/0S/08 02:14pm P. 008 L.F.GIAMPIETRO ARCHITECT P.C. Registration# 22D MAIN STREET, SUITE 101 FALMOUTH MA 02540 7124- 1030 Perry Residence Renovation kitchen Header Date; 9/03/03 BeamChek 2.3 Choice 3.112x 11-718 2.0E TJ Parallam®E.S.PSL Conditions Min Bearing Area R1=2 2 in= R2=2.2 in' Data Beam Span 12.5 ft Reaction 1 1956# Beam Wt per ft 12.99# Reaction 2 1956# Beam Weight 182# Maximum V 1956# Max Moment 6113'# Max V(Reduced) 1646# TL Max Def L/240 TL Actual Defl L t 854 Attributes Section (in') Shear(in') TL Defl(in) Actual 82.26 41.56 0.1E Critical 25.27 8.52 0.63 Status OK OK OK Ratio 31% 20% 28% Fb si Fv si E si x mil Fc I si Values Base Values 2900 290 2.0 880 Base Adjusted 2903 290 2.0 880 d ftrre Ants CF Size Factor 1.001 Cd Duration 1.00 1.00 Cr Repetitive 100 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0:0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 Loads Uniform TL: 300 =A E ry Uniform Load A'� R1 = 1956 R2= 1956 SPAN=12.5 FT Uniform and partial Uniform loads are lbs per linealft. BeamChek automatically added the beam self-weight into the calculations. i RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIWNG SPACE square feet x$96/sq.foot= 1 2,o57( x.0031= /5 o `9 plus from below(if applicable) ALTERA.TIONSlRENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= �3 Z�� x.0031= 72, ��- ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= 30 , 00 (number)Deck x$30.00= U0 (number) Fireplace/Chimney x$25.00= '(number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Town of Barnstable �F1ME Tp� Regulatory Services BAMS•,BIZ ; Thomas F.Geiler,Director MASS Building Division4 tEo � Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: © � JOB LOCATION: number street village "HOMEOWNER": , c:\7 7 CSC ,, name home pApne# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not 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 inspection procedures and requirements and that he/she will comply with said procedures and re=quireme - 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 220 Main Street,Falmouth,MA 02540 PC TEL(508)540-7400 FAX(508)540-0220 . ` Es .3...... C� u;c ✓1r� 7, p . ............<............. at; ... . ...... z ..... - x r f Lc� -c> ..... TE ct� x ls�di� ... ; . .. sit✓ ,,. 1 N7......................................... d ,N%. !. . .... .........:....... .:.............. - : .... ... � .. . r� ............:.............'.............:............. ..... ... . .. ... ... .. 1.? [z- .. .............;. . . _. 37ob 7 27 So mop....x. 3 ._............. P . 4a .. V eaF�B"�d"� e d lr P r First Floor framing "— 9 AA 1k iiaeos,•Y.Bu.7nm n TJ-Beam('M)6.05 Serial Number:7002122497 9 1/2 TJI®/Pro(TM)-130 @a 16" o/c User:2 8/28/2003 2:58:30 PM Page Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Diniension:2:3' IL 0 Q T I 9 4° i Pioduc t Diagram is Donceptirai. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf-.40.0 Live at 100%duration,12.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Plate on masonry wall 5.50" 4.25" 309/86/0/395 A3:Rim Board 1 Ply 1 1/4"0.8E TJ-Strand Rim Board® 2 Microllam LVL beam 5.25" 5.25" 753/226/0/978 B3 None 3 Plate on masonry wall 5.50" 4.25" 249/56/-7/305 A3:Rim Board 1 Ply 1 1/4"0.8E TJ-Strand Rim Board® -CAUTION:Required bearing length(s)exceed the minimum shown in the TJ Builder's guide for single family residential applications. Limits: End supports, 31/2".Intermediate supports,31/2" with web stiffeners and 51/4"without web stiffeners. -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3:Rim Board,63 DESIGN CONTROLS: / Maximum Design Control Control Location Shear(Ibs) -527 -487 1232 Passed(40%) Rt.end Span 1 under Floor loading Vertical Reaction(Ibs) 978 978 2900 Passed(34%) Bearing 2 under Floor loading Moment(Ft-Lbs) -1131 -1131 2787 Passed(41%) Bearing 2 under Floor loading Live Load Defl(in) 0.115 0.316 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading Total Load Defl(in) 0.143 0.631 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading TJPro 44 35 Passed Span -Deflection Criteria:HIGH(LL:U480,TL:U240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 23/32",3/4"Panels(24"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 23/32",3/4"Panels(24"Span Rating)decking. The controlling span is supported by beams. Additional considerations for this rating include:Ceiling;None,Strapping-1 x4 Flat. A structural analysis of the deck has not been performed by the program. Comparison Value:1.48 PROJECT INFORMATION: �, � .� OPERATOR INFORMATION: Perry Residence �' ! Russell Crockford 1503 Newtown Rd. �° ' Cotuit,MA , " •` L.F.Giampietro Architect,P.C. a�e MAa° ,;" 220 Main Street J� Falmouth,MA 02540 Phone:508-540-7400 Fax :508-540-0220 lfgiampietro@capecod.net Copyright O 2002 by Trus Joist, a Weyerhaeuser Business TJI®,TJ-Beams+ and Microllam@ are registered trademarks of Trus Joist. e-I Joist',Pro- and TJ-Pro- are trademarks of Trus Joist. e ljl First Floor framing 9 il�kyeii nsyser Rusintaz TJ-Beam(TM)6.05 Serial Number:7002122497 91/2" TJ I®/Pro(TM)-130 @ 16" O/C User.2 8/28/2003 2:58:31 PM Page Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by.the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Perry Residence Russell Crockford 1503 Newtown Rd. L.F.Giampietro Architect,P.C. Cotuit,MA 220 Main Street Falmouth,MA 02540 Phone:508-540-7400 Fax :508-540-0220 lfgiampietro@capecod.net Copyright © 2002 by Trus Joist, a Weyerhaeuser Business TJI®,TJ-Beamm and Microllam® are registered trademarks of Trus Joist. e-I Joist',Prol and TJ-Pro'".are trademarks of Trus Joist. 9 First Floor framing �`rn6er:`002122497 9 1/2" TJI®/Pro(TM)-130 @ 16" o/c TJ-Beam(TM)8.05 Serial Number:7002122497 User:2 8/28/2003 2:58:31 PM Page Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 12' 7.50" ^ 9' 7.50 ^ Max. Vertical Reaction Total (lbs) 395 978 305 Max. Vertical Reaction Live (lbs) 309 753 249 Selected Bearing Length (in) 4.25(W) , 5.25(W) 4.25(W) Max. Unbraced Length (in) 32 32 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 342 -487 415 -210 Max Shear (lbs) 348 -527 451 -216 Member Reaction (lbs)- 348 978 216 Support Reaction (lbs) 374 978 242' Moment (Ft-Lbs) 874 -1131 337 Live Deflection (in) 0.091 0.016 Total Deflection (in) 0.119 0.021 ALTERNATE span loading on odd # spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 363 -467 155 14 Max Shear (lbs) 369 -506 167 13 Member Reaction (lbs) 369 673 -13 Support Reaction (lbs) 395 673 -7 Moment (Ft-Lbs) 983 -864 N/A Live Deflection (in) 0.115 -0.038 Total Deflection (in) 0.143 -0.037 ALTERNATE span loading on even # spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 58 -133 355 -273 Max Shear (lbs) 59 -143 389 -279 Member Reaction (lbs) 59 531 279 Support Reaction (lbs) 65 531 305 Moment (Ft-Lbs) 109 -528 561 Live Deflection (in) -0.026 0.048 Total Deflection (in) -0.012 0.052 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 79 -112 96 -49 Max Shear (lbs) 80 -122 104 -50 Member Reaction (lbs) 80 226 50 Support Reaction (lbs) 86 226 56 Moment (Ft-Lbs) 202 -261 78 •43�3 ' u PROJECT INFORMATION OPERATOR INFORMATION: Perry Residence c wad°'�y 1503 Newtown Rd. Russell Crockford L.F.Giampietro Architect,P.C. Cotuit,MA 220 Main Street C� Falmouth,MA 02540 Phone:508-540-7400 Fax :508-540-0220 Ifgiampietro@capecod.net. Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business TJIB,TJ-Beam® and Microllama are registered trademarks of Trus Joist. e-I Joist",Pro- and TJ-Pro- are trademarks of Trus Joist. t— 1 L.F.GIAMPIETRO ARCHITECT P.C. Re ;ct;aiion# 220 MAIN STR EET,SU ITE E 101 FALMOUTH MA 02540 7124- 1030 Perry Residence Add/Alt. Cotuit, MA Ridge Beam Date:6/30/03 BeamChek 2.3 Choice 5-1/4x 16 2.0E TJ Parallam®E.S. PSL Conditions Min Bearing Area R1=4.2 in R2=4.2 in Data Beam Span 22.0 ft Reaction 1 3666# Beam Wt per ft 26.25# Reaction 2 3666# Beam Weight 578# Maximum V 3666# Max Moment 20162'# Max V(Reduced) 3221 # TL Max Defl L/240 TL Actual Defl L/540 Attributes Section(in3) Shear(in2) TL Defl(in) Actual 224.00 84.00 0.49 Critical 86.14. 16.66 1.10 Status OK OK OK Ratio 38% 20% 44% Ft, si Fv.(psi) E si x mil Fc (psi) Values Base Values 2900 290 2.0 880 Base Adjusted 2809 290 2.0 880 Adlustments CF Size Factor 0.969 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 Loads Uniform TL: 307 =A Pq Uniform R 1 =3666 R2=3666 SPAN=22 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek automatically added the beam self-weight into the calculations. I L.F.GIAMPIETRO ARCHITECT P.C. Registration# 220 MAIN STREET, SUITE 101 FALMOUTH MA 02540 7124-1030 Perry Residence Add/Alt. Ridge Beam Date: 6/30/03 BeamChek 2.3 Choice W 10x 22 A36 Wide Flange Steel Lateral Support at: Lc=6.1 ft max. Conditions Actual Size is 5-3/4 x 10-1/8 in., Min Bearing Length R1=0.8 in. R2=0.8 in. Data Beam Span 22.0 ft Reaction 1 3619# Beam Wt per ft 22.0# Reaction 2 3619# Beam Weight 484# Maximum V 3619# Max Moment 19905'# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/522 Attributes Section(in3) Shear(in2) TL Defl(in) Actual 23.20 2.44 0.51 Critical 10.05 0.25 1.10 Status OK OK OK Ratio 43% 10% 46% Fb si Fv(psi) E si x mil Values Base Value Fy 36000 36000 29.0 Base Adjusted 23760 14400 29.0 Adjustments YP Factor, Lc 0.66 0.40 Loads Uniform TL 307 =A Aki s a 1 Uniform Load A t - G' RI 3619 R2=3619 SPAN=22 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek automatically added the beam self-weight into the calculations. L.F.GIAMPIETRO ARCHITECT P.C. Registration# 220 MAIN STREET, SUITE 101 FALMOUTH MA 02540 7124-1030 Perry Residence ADD/ALT. Ridge Beam Date:7/15/03 BeamChek 2.3 Choice (3)1-3/4x 16 1.9E TJ Microllam®LVL Conditions @ r e r Min Bearing Area R1=4.8 in2 R2=4.8 in2 J Data Beam Span 22.0 ft Reaction 1 3614# Beam Wt per ft 21.58# Reaction 2 3614# Beam Weight 475# Maximum V 3614# Max Moment 19879'# Max V(Reduced) 3176# TL Max DO L/240 TL Actual Defl L/520 Attributes Section(in3) Shear(in2) TL Defl(in) Actual 224.00 84.00 0.51 Critical 95.41. 16.72 1.10 Status OK OK OK Ratio 43% 20% 46% Fb si Fv(psi) E(psi x mil Fc I si Values Base Values 2600 285 1.9 750 Base Adjusted 2500 285 1.9 750 Adjustments CF Size Factor 0.962 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 0.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 Loads Uniform TL: 307 =A Uniform Load A R1 =3614 R2=3614 SPAN=22 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek automatically added the beam self-weight into the calculations. I , N�P�Op SHE Tp�yO* Town of Barnstable Regulatory Services BaxrrAM HAM Thomas F.Geiler,Director ..... 39. Budding Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-403 8 Fax: 508-790-6230 Permit no. �r 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: Estimated Cost -kcx�m.c Address of Work: \ -T Owner's Name Date of Application: 4z_19t k /QL2� I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under FI- Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Nam i The Town of Barnstable Regulatory Services Thomas F. Geiler, Director Building Division Tom Perry, Building Commissioner 200 Main Street,Hyannis MA 02601 iffice: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: Q" 01 JOB LOCATION: A number stfeet village "HOMEOWNER": `M�C c I_A name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not 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 Bainstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedur s-an& ' nts. 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 fh m currently used by several towns. You may care t amend and adopt such a form/certification for use in vour community. RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) `T CJ square feet x$32/sq.ft.= x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $ 60.00 Above Ground Swimming Pool $25.00 /� � Relocation/Moving $150.00 �J' (plus above if applicable) ��. Permit Fee The Commonwealth of Massachusetts Department of Industrial Accidents Office ofinYesliYOMOVs 600 Washington Street Boston,Mass. 02111 Workers' Compensationdrisurance Affidavit a — --- name: location: ci hone# I am a homeowner performing all work myself. [] I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees sworking on thisob 4 1Wt rt'R-a ')dru,Y c>;fir.1 ""ti-r e �Pr' p%67, thy.. "� "sx.,; - 'Y t•P ;r?, rr"7,}^ w.,-..xi, .� ..atRP �?e'tr'�i r Kt•+tL k a a t r i I 4 '* ""5.1`.t z l'.'}ar .� .r_, L.2. {.7. e "_.ate'-s I t i ttk iG, :r-rat-jj 7ri:1 yr IS r �.fK.•r t4+.z p..y."'• ',Sst++t�"'p�'r^rb"�' y+ i `A ""�Y^�.Y'�'4l(Y i•F i{` .?}'pi:"ak ^,,✓'+,�,,.w"ti 7,i, tX-Irixr t T.1• .• .<f ! 7. '^M,...W" �x I<r ;Hy`dT',,rn-y. 1 h 4".: .--+_) .�459 T3: rj''' e-yTp "-S•}nr... ,""-^'., k- ,y?.cy- �,"G rdlt'rys .a ti v z.4y 'r' >•v r e,� yv ++,.tlt .,ite,v t 47 r t ?q-1` I `�.i."7,»� <. J163—S t', y"'..f3 ^X t� " '' �t s7`F r'� Km"r �.sT ') 9 i'i`� '3} k'-.. x' f.,. t"` '!'�.-.` addT� S'ra� nxs < t a4Pn�°L r4 �x r 1 xi Yr'- ��q+u y c' t3�'(-.,•r 'k,.'x7: wt�.( � �4 FF ri�r fh . . :1 r '• � 1� h j'.,2�� t�'�.��J C`} f t2 Lr �•v Y'�-'l� v� � �4"�4��: a t1,r t3a5a1�'�tk�e� � � } ` � s�5 a f 3i ra�14 Szly13 � c�� w �Mv�2�TTx d7 a. i,,.�ifS��/-ter, r�^:3 Gr W SL yY 3� ��XT S,r rig :.;'r t a,.��]s ate- "'q:r$C}'P,J� ir;,,': .y r s , i h 5 d••6..t w�Wr{,s`s F i i�, >, eN.P,"�j^�•'��t".. '+Y. +a, `L�1 `�eE J ..l.�iµ<. y`"�. 3rsT-�1r7.,r3...•rbw r� r�•r. �na.h}z"'-c '� i r, L I ,•S �.st�u xt",�c i- 'S,r1 y 'H t � � F r r rr+'Lt� �b r f�. ti' �`s.F-�..r�"�;.�7•�y,'.�t."r;��- "twu,4.��t! ..�.,t,ys J fs.'n�', r�w .! :u•�' a.h �. OhC :#.�: t: �� }�, _ aiti!`6,��"..�r_4 [] I am a sole proprietor,general contractor,or homeowner(circle one) and have hired the contractors listed below who have the following workers' compensation polices _ `r—u'y S �"�� , �+�-ly1 ...r � 2 t I �' �+'-r.r'�9' ��T s<�'� h "T�'�� r' k �rL �,i. �,"+.��•�7�v���, raa'`i�' 4 r*tSy.,y,e t e `['� ':r,... -.>L �.. rt` ti r... flvr»3 i„+tt.n r rt, r"• u '` a k i} f• 5 X .r : �.,~Yr ra'{' + tfiY2'. ,c, "°`<L COm an >xame 6 f rt4 a s r t j 4i s c 4 ?"mat . p Y �4,.•�i;'4° {�.3gf,. si3'S.y"'�'as't'ike ,j. r..5 $c-; -•.1w .rf•2+t. i d s l t i z f +` i"}��•7!' c .,*-+rya. dregs pia f9 tW �yk"d �tF� 1 j�x T } 4 r x! u s 4<NLi SFxk s n �- ,� �s rY9 .�„"".� e t-y�r�t t �� FP d fs t '.,I r F � ,c �'t �} r ka -i,ylj,t y� -c �r a➢"' .G� r'` --.ss-�h R+f'`3 i a. kr�a 1<y:y 4,• �' r�i��yl tz h.�r x,. �7 �r:�'S ,,t --� E �-:� t-,a'�' 'e:.�>i s5 r .�." + ti•. v, t : ,fy„ �'"tr� c�`�3� e�.. � _ �Y F �,i.r1_'� ei"'I+�rir c�1} '�r-�-e.2�.3•.r},x�'��'re ""s ii°a ��ti n t .. ,..ta 1 r,�, .I.w��'. x x� x rr .2 `L k�- fssr' S,d,Y� '`- sn'LF�s CI �t a `;� I .a.x r ,rl{Yti�-;n -f't t r�. v � ,1^«4r <P• j �� -.t . "".t5 6,•+.' +.' '.^^'!S4. -"•`'N'•`.'�ti�i.r.;.S���. - rr+y,. i s r�M �<Y�i:b�.§`.•r ' s J '�' s�rl y 7 r� si� �s."r 4 �i����.f'�x�w�x>'��7r'-:'< r r! 1 dV�(��� M ���- � "�Y,r 'fiytr��^ C- �yr,�s� 'I'17'S t •rs r�d ra 'r-+"e.. s s �y r p rs. 'k'ri fitr� ,y:"Ys 'wc>+ �� � ✓�lrr�L�'•..��1� t�x�+v'.ti ->: S 'x k 'flyt' 1.• i,...ir..Xr�Vv�4n�n�..k'G^ i•'. r' lnsara'nce Ca`xvo-Yrc4sFe�� 3b� si} Xa r r t UOIIC� : .r � x ,; c•+k;{-�; j q`v4�n+,i�N�iy3'.CJT :5' Y.6rt ��g-3 xt r I -n7 +, rY rtj'-�'7 F 4 o ' r:. 4. . r - q• ,,-r 7 < 1 s S u ♦ J'r }�.,.,,,,1.kF Pcom ao name �s� l w� 4� t at.,�i4"`"rr+' wTka.�,�fti;.y"�j� N i 2y,. F' R, 1 r .L tlz �X p x 4 xf h i .: s "' .k < I,h•`6 `rytyiJ3'>"IST eu' '•raJ,j"' i a 7"�t� �t'�'�. �5§�J'�• '2 ,,,, > �,,;ti 5 � :" t-�`�Sw L-'t" �. .�s� " �s £� -:b i ,Gis14: u�+ - 1+.5�� .s jK X K..r r' Sirj -�sFk� aelrss. t C w M1 M r y 3 e} xy a r MIN,ya 3.z *Syl �-ayyxIr..-.;�` ,i,`•L+"�'+r.,.1.Y"yr3' St 1-r.M,rrr� -a f1 11 i-..2.I r ,r �n3, F j 1lirM dti` -Ck'.t 7-;,rJ I d ae . ,ry_+,.tfi t•k'uwn"ylr� W ii' fcil.ta �y 9js �� We s� ^4t1^ t fi s r is hone# A ✓ tis 3 $ �. r 3 r-a>• a ��F--.X:-,.+2»: < t-. y�c tr° s r,�NSi �f t} �! �r�Y}.�y 4 <",. r is ".r>.ra. �jrl 4f��,�`�.3;,�ya,r�+M"'Y �4._r3'`s��' ' r^ - cz.+q t �i,'�W't! t.,+aJ�+ Jy t'._ L` :: t ( ' ti �a-t I'+• <ul �sr- 7 'r sl i A" y1+ ��li`" ".iF 'E Y ,17„� tvg? + a yr-.:r raL `}a"r`"-n,��s+' F k f 'G, .a 5.'• ...p ! ry t { r!•^u� 2 w'j� -,'�'Ls5STy,ui`4A'i a.M.�. -dY .� l-: � a .,.p OIICV:'•'#� ... .5 ... ,.c ,..•.. ,. .._...:,t1t�xm.3t5� �.w,4 ..i....�.. �. Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under d penalties ofperjury that the information provided above is true and correct. Signature Date ��T Print name Phone# official use only do not write in this area to be completed by city or town official city or town: permit/license# F—Building Department []Licensing Board check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; nOther (revised 9/95 P!A) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the law an employee is defined as every Person in the service of another under r any contract of hire, express or implied, oral or written. - An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. - Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits 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 that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you'have any questions regarding the"law" or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. gill Ill 11112 City or Towns 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. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406 e 0 • ISO rPeL 7,-t,);, 3. .i_ �.n:. m .� n _ a � i i I - oF TME roy, - ' The Town of Barnstable Department of Health Safety and Environmental Services `bpTFo 59;,�A`0 Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 �' `�� �'��- Ralph Crossen Fax: 508-790-6230 Building Commissioner TOWN OF BARNSTABLE Permit: SOLID FUEL STOVE PERMIT D5� Jt/ 7/n Fee:;;t5.Ub Owner: n Phone: Address: Village: Map/Parcel: 02S Date: over A - U ,� ,��� B. adi .�12�`7 ti C .� C. Manufacturer: �� Lab. No. • D. Model No.: - �-.� Chimney New Existing (If existing,please note date of last cleaning) B. Flue Size (o" -� 4 C. Are other appliances attached to Flue? D. Pre-fab Type and Manufacturer E. Masonry: Lined/Unlined Hearth A. Materials: B. Sub Floor Construction: 01 Installer Name:_ ��� Address: Phone: 1-�?-' s)R Location of Installation: , APPROVED BY: Please make checks payable to the Town of Barnstable *This constitutes an official stove permit after inspection,photographed, and approved by the Building Inspector Stove.doc C :r 'C �G .� • �. '1. .. 1 V.• :CL Ia• 'G 77 O « loll Cdp.CM. I _ PO1I�/MON WILL . I Z611 ONava 'a ,a 'n • I I c. I I I r w try. i I e i W/61,161,W.M.Ili'. " I I o N ,•+ I I L---------- •-------- ---r - f FOUN12ATION FI AN • o ov�3s 0 CaSL�'1` g�-.s'tc�i�-z�bs cc t� 17OLDLI 2y6 F.f.PLAIC W/ SU 59A-9R 41-0110/C AWWfN 2 MO C 11 .'y JV/Y� I�LII`T '*.' ,. WL4%WI,4 h 211 WIP FOLNP ION INUAMON • d MIN,4' PWM<:ftlaM WALL ;... • c loll ZZ411WiJ211 ' .CI ;O0flNi2 VtI13- 0 . M �--2' -- CASf SN � IL VMFY 5O11.CONI7h1ON5 XFOW FOUR f0 MI'MIW FOOLING NANO �J FOUNPA110N %CI10N 5CA X 11 1/ 211 0 c tw U C C: ;C ' G G �1 r tell cc SbRNRIIIY°AG ~ Nk a I'►OAa2dVK IQd t^ r 1441 r �B' r� z N a En 0 ma 5�CION TWO n co Iu o jc � o �bx cr 09 u r a r� 20' 161 z tom: cn 0 c-: 24" 21-61' (I'1ln Z' 2 rMIN6 FLAN 5CU I - 1/ 4 2x6 FRAMING ' 1 ' C C ip �C C .G iC :'C h iS �O it •a 0 0 n r a Cs r r. z tr c: • U. cr C � C ROOF FRAMING PI AN cc c is �D is tr 0 e 0 • n r 0 r - Cr - Q�P CGAQ7 S�JG ADOVG f?O�At � c a v v T�6'GNRKL'GQOIZ c sMfWA N0 �VA110N 5C&e I 1/ 411 . C r . C ? C G ' 1 C r �o :o • O [n �G a Cs r r 47 z"R AAaw low 2 cr c u. U c t-I�I'l�.IfVN�Ot7 51GNJG'�WI�JO. . 6�'�'�OM I'IN�H QtIiGC A M 2W Olt �OYI �A5f �VVAION tc ;G C ID e r 0 e 0 . n TWR�frfrll�� - r NmtSIow-' CL C C M5f �L, VAION Gk CD ' w to ry c W 0 • • O .a I------- ------------------------i AD I POW9PAION WHJ. I I i cc r •* I I N I I � I Z611"ONam W/6'1r6"W.Wr.la'i'� I � I N I I o (7 • I � I I 1 .•� I I L————————————————————-- ————————- :• i FOUNPA11ON PLAN � A orb N o�S/ooP� c 0 C • G V C �G CC - C . Q. 17OLOLE 2rb Rf.PLA19 W/ 1I OALC'fZ 1/211x 12" LNG FNV N ANM WX 5 v '4 -0" 0/C*V 2' FOM COOM i, wy , a 'c G tr 1�11�►lfl lfl�� t- • MAxW.4 N 2" WIP FOWAnON IN51 MON AfAU.FOWA110N WOVION5 MIN,4' TOM MMOR WU. ♦' ��' C .�-10ll 4"WJ2'St7!' MCI0011NG �--2' VMFY 50L COM7111M MFOI.FOIX f017�t�MI�E�0011NG BARING . FOUN12AIlON %CIION 5CU 1' - 1/ 2" 0 0 W 0 0 - it O " i W \ IV UI O W O O O �N a r �bu 00 � N W a0RNI1pY"OG 00 '1a0014MfiSl/"06 ', �a31A�'MtlE tom-' ., N ' '2i1A09W'OL� ��r a ' o c•� f011�g1�1 OGIRC?/GLMIEW/�L'�NA! L J %%ION TWO 5CU 1' • 1/ ,4I' O 0 0 ' I 0 W 2 N O Z' r v 00 M 00 N r 00 r ZO N Cs7 o-r C 21 li,lln 3,�n Z,,Ip� Z�„Ibu II'flu !, 2 rMING FI AN 5CU 1' - 1/ 4" 2x6 MAMMA � 0 0 0 0 i _o W 0 W o _ - o ' r v W rn 0 W r. • o0 C=] r r z N CtJ V1 O W0F RAMING PLAN 0 0 0 • w no ui 0 • .q • Pe rn 00 N• w r r r a#POW ow N H ' a 9'db'GNRI�17O101t tell F6YWOOn 51�fJGfYPKN. NOM �VA110N 5C&e I - 1/ 411 0 0 0 0 • o • � w N 0 w ;o ec CD - a 00 o0 N w f 7�N�fAr`S 00 Ci7 r r z ' N CrJ H O 91DINa TYpIC/r. 61,Fwmfmam *VM 2e onr °"au�. � �A5f �VAI10N - 0 0 N O O tD 0 ;w N cn io - w 0 m 0 ' y � w w 00 _ N f4_11 PLYWOOP om w - /1�a°IMLt r r ' z N Cr] G] Uf O VWA Vt5f �VA110N 5CU 1100 0 0 00 0 0 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map C�'t'—5' Parcel o0 2: Permit# Health Division f. 3 ^��. _ Date Issued �� 'Conservation ivision i Feeg Tax Collector SEPTIC SYSTEM MUST.SE Treasurer > - ' INSTALLED INCOMPLIANCE Planning Dept. NIA _ ' 0 3 2 e _ Wtt'N'i1Tt.E 5 s®�/Date Definitive Plan Approved by Planning Board N ENVIRONMENTAL CODE AND J TOWN REGULATIONS Historic-OKH Preservation/Hyannis . r r Project Street Address Village Owner Address k TeIephone'lm F,,— -V2c1—off\? _'�t-� �r.4, _ _\cam— yC-, -Zx Permit Request �JV_, �M n Square feet: 1st floor: existing_ proposed 2nd floor: existing `7csc�— proposed Total new Estimated Project Cost� Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. f Dwelling Type: Single Family>( Two Family ❑ Multi-Family(#units) Age of Existing Structure � _ Historic House: ❑Yes 'No On Old King's Highway: ❑.Yes vo 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: >4Gas ❑Oil ❑ Electric ❑Other - Central Air: ❑Yes XNo Fireplaces: Existing New Existing wood/coal stove: Yes- -❑No Detached garageX. 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 Telephone Number' Address - License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO � � �- SIGNATURE- DATE . j A rV• F . ' FOR OFFICIAL USE ONLY PERMIT NO. ` DATE ISSUED ' - MAP/PARCELNO. ADDRESS f ` V "" VILLAGE r OWNER , DATE OF WSPECTI FOUNDATION FRAME NJ INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH,Y FINAL GAS: ROUGU FINAL ' # r 11 FINAL BUILDING# ,rlzr� '6 f. `__ `' • ' x due DATE CLOSED OUT ASSOCIATION PLAN NO- - F , , , . we } d _ f - • ' j The Commonwealth of Massachusetts a artment of Industrial Accidents t 3i- a D P egatJoos " -- -- office of/onsu - 600 Washington Street Boston,Mass. 02111 't J' vt a AM i. Aff Workers' Com ensation Insurance iiiiN it N �—�e- name: location: hone# — IJ — city all worker I am a homeowner performing amity I am a sole etor and have no one workin in aav ap �1111A �p%n //////%/////%///%/G%/%/////i �/�///�/ ,woridng on this job. :::::.:,:.;>;;..::::::;::;;:«:;:: �� for myff workers compensation I am an era lo5'erp v n Me. d re s a d ci li insurance co• hired the ors- below w ho a�swc�aw� one)and have 0331, proprietor, omeowner cle I am a sole rope general contractor, have :�< .;: •...:::::. .. ... . .::: .:.. he es. workers c mP ... ;:.::.;:::<.;:.;;:.::;.;;:<.:::.:;,.,; the f llovvin ;:.;:::.:::,:.;::::::::::;.::.....:.. :.::..::::.:;.::..::<.;;:::::::.. ..;.::•. .:::::;.. �::.>:.::::::..;:::.. ::?.:?.::.�:?.::.::.:::.;;:.:::.::<::;:�.::::._::.;.;::::::::.;<...:::.,;<?.::::.:.:,........ e•. 7777. ...................... ........... .... :.,,-.. ... . d :.::: ......... . .......... ........:::.::::::...... . ...................... ........... ................................... ..... ........... .l a :.........:........ ....:............. ....:.:... Wr C en Q ............::::...::: ..::...................... ......r:;;:.>:.;:?::::;.::>:.:::::. as ,.::<•;:::.:.... v add .,.,:?.:.:.:::.:,::...:.....:.. .:.:.::::.::................................. ............. olity# 0 ntarance co::: ...:.... ... of criminai pendties of a thu UP to 51,500. and/ own=Bred raider Section 25A of MGL 152 can lead to the w ft.on of S10o.00 a day agal me• I msde d that a Faihae to ali coverage adreq one yam'imprisonment as weII as dvII peasitin in the form of a grOP WOE ORDFst and° ffi of the DIA for coverage ve�tloa copy of this statement may be forwarded to the oince of Investigate enalties of P�Jur3'that the information provided above is trw and correct 1 do hereby certify under the pains andp — Date Signature Phone# Print name to be completed by city or town ofildal official use only do not write in this area aBWdingDepartment perm"cense# city or town: ❑Selectmel 0Mce response is required - C3Health Department Q check if immediate Po Other • phone#, contact person: (MYOW 9195 PIA) ThTown of Barnstable e vironmental Services "�` �$ Department artment Of Health Safety and En 03� .• Building Division 367 Main Street,Hyannis MA 02601 Ralph Crossen Office: 508-862-4038 Building Commissioner Fax: 508-790-6230 Permit no. Date 5 AFFIDAVIT HOME MIPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT.'APPLICATION j { renovation,repair,modernization,conversion, MGL c. 142A requires that the reconstruction,alterations, -existing owner-occupied improvement,removal,demolition,or construction of an aping nu its ny or to��s which are adjacent to building containing at least one but not m s registered- contractors,�gth certain exceptions,along with other such residence or building be done by reg requirements: Estimated Cost Type of Work: Address of Work: Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): ciWork excluded by law Job Under$1,000 Building not owner-occupied owner pulling own permit Notice is hereby given that: OR DEALING WITH UNREGISTERED OWNERS PULLING THEIR OWN PERMIT _ WORK DO NOT HAVE CONTRACTORS.FOR APPL'IION PROGRAM OR GUARAANABLE HONE ROVF 'NETY FUND UNDER MGL c. 142A. ACCESS TO THE ARBITRATION SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner Registration No. Contractor Name Date d Owner's Name Date q:forms:Affidav t \yZ �x 4 It i • \/�� �U1rYil Q\ oze�- The Town of Barnstable �F IME r Department of Health Safety and Environmental Services Building Division t;n MASS, 367 Main Street,Hyannis MA 02601 MASS, - 9� 1639. � plFO MA'I A Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner HOMEOWNER LICENSE EXEMPTION Please Print DATE: ��/-b� 1 JOB LOCATION: number s—� street village "HOMEOWNER": name ome phone# work phone# CURRENT MAILING ADDRESS: \•••� Q city/town state zip code The current exemption for."homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not 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 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 to amend and adopt such a form/certification for use in your community. Q:FORMS:EXEMPTN ARCHITECT: SCHEDULE OF DRAWINGS L. F. GIAMPIETRO ARCHITECTS, P. C. T-1 TITLE SHEET 220 Main Street TEL 508 540 7400 A-1 ELEVATIONS � Falmouth,MA 02540 FAX 508 540 0220 A-2 FLOOR PLANS ��J f t A-3 FOUNDATION AND FRAMING PLANS — _ —— CIVIL ENGINEER: ' A-4 FRAMING PLANS A-5 SECTIONS z TEL 508-636-2757 -- y LLEF SMOKE DETECTORS Oa o g GENERAL CONTRACTOR: IR TEL 508-362-7647 OLE BUILDING DEPT.� i NEW SMOKE DETECTOR REOUIREM =Nn 00 ARE NOW LAW. EVEN THE ADDMOh OF A — ,— 0. NEW BEDROOM WILL TRIGGE I AN - � UPGRADE OF THE SMOKE DETECTORS UJ W FOR THE WHOLE HOUSE. YOU MUST r �� _. PLAN ACCORDINGLY AND HAVE YOUR c, Wa ELECTRICIAN TAKE OUT THE APPROP TE LL z U PERMIT AT THE FIRE ART�IIENT. ADDITION & ALTERATIONS Q oU O PERRY RESIDENCE Hwx : a � �I , . w N z s 1503 NEWTOWN ROAD AND'WRTrl'EN MATERIAL ARE THE ).. - DO NOT Q ALL DRAWINGS A D O� PR PNOTY OF L.F.GM ARCFR D P C AND MAY NOT BE DUPISCAT®,PUBL73FtED D73tILOBED OR•.., ._ - SCALE FROM N Z USED•F.GU THE FD0'REHS wR11'I'FS'l CONSENT OF 1- C T O UIT M A F.G 0 - f - �.,,. tDB,B IANP�IR —. DRAWINGS o N O ABBREVIATIONS SYMBOLS �, }a UO LOCUS MAP a� As. ANCHOR BOLT M. MRA6 T'1' iaUf WT. III.TEUAI. ` PART. PARTOOK T.OY. TOP OP TOVNDATEN O WIRTH Main res'D _ .. NmPE6E MDI�BLLTAa0x1 _ _ WEAED WIIM 1�B .a F`0 ATJT. ABOYE PMIEI nAMI. Dn DIAIRrEB Pm POOTDJG HAL xammMM PL PLATY Me. mP a WAIL - N CC. W m a YJRI 1ITIYMIIY mil DR DOOR FoRR 11MRYO(BIO) mbm, McULrHON P.•. PLLVT6 LAYDGTY TYP. i4PICA1 .. AI NOIMm a I]i EM01G$ PHOPERlT mJE C Tax IC P1. ANop ANOD® OH DWHIYaO[t6 G GAS, W. DROBOR P19C. FuasoG UNzot TITIM R'�DlY OrOR-I81'1'E@ I YLEYAT10N9 ARE LOCaM CENTER ONE - cc F M TOP HM 11®EY T712,T15THE 1AMWERG • AT DRWR DFAWTB GALV. GLLVAt02® Jt JOW(' PLYRD PLYWOOD V.V. VERPr M PffiD TtM al'tcow SECTION. TfMn� BSYT RA9IMANTT MG(S) DRAWMG(u) GC GENERAL casau laR LAY I'S P.T. PREssm TREATBD 'IN Yom Mo)1211001 M THE 80?r0Y HIV � conoulx-PIAN OR SECTION N= BR aRU1Mi0m Dl DAMNMG PoUNTAM CL CL699/CYZdO LY. LLvd Rr e.T. GDARRr Tax VR VMVL CO]�pN TRY DRJICAYY3 TNH Dll6.ON 1HRQt Z~ BILL BmCK DW DLTes— cS -OWING L LENGTH xoWb IAQUIR® vEC YDIa TAIL CO'ERMG res sRL1WN APPEARS RRNs-PIA1R OR Ex901L9 _ BTXG IHICmiG EYC. EYCIEC(µ1 GWM GYPSUM BOARD YPR HANGrACNitBE REP. RaMMERATOE lie WATTS emser •4a.5 Nsw sPm ELEYATHM CuecRers EArs ° a 0 BOTP BOTMY EL ESVAHOx eDm HAIRBOAEI Mo. HAsONRT OPEJMG REV. Rs tsaNs B.O.W. Bormu OF WYL 101W. ESFATOR HDWD BARDVOOD MAT. 11A'TIIML B RL918 w/ sm 4 e R rMM0� suevAHOH ® P(NM OR SBCnIONa BY BP,AxI rJaTt E�CIZeCY HVAC IIPATRW,YYMIHATMG, HAY YAmNY RD. "o's MIX �/0 'aal eT ^�qe N:w cowtum PLY1100D.LARGY BCYE a LL J BIDO BUDnDiO EQ EQUAL a AM CONDT[IONMD lice. YELeAMCY. AIL ROOM W.WY WEDn sue CFT CARPET Er YEBR ^,qa SiLTI'DIQ COlnl'OVR - aT�l.URGE 9C1LE ' - J N Q @l. EffiIMG HARDWARE H FM1oA M. MINUMV Mo. ROUGH oProo WD sooD - C9n clam R or Ym HST NEIOaT MID. YotMT® BEE. .8caoR Ck CAULx(ML') SJ WANEOR JOMT HJL HODAW 1@TAL NO IJMMlla scRED. aC®IH2 B:.'YVAaOR HAZE ® ROUGH LUl! N LL CIO CELMO IsP BLPOBEI MAUL s R AA`r-N Hex NOM041. SPEC. 9P➢CRICATIDA9 DJLUARi METRO—a ® PMJEf]aYBes ��.�� Cm8 Column MEXT BxrAwlos Mr. MTeelrm N1n Nm'M SCAIJE T STIL 07AMMARD" .L'� RUSetscE GIDO moos COL CO1Ula1 PM POB9® n JORT[ X.T.S. NOT TO sCAlx- SAP a mYaPMY CONC. CONCRInE PA PME Y1RH IIAI. 1AHRJ1T6 OA. ON COwEi 9TV BLEa, 10 s'�Oal]NIA. _ 6191R1'TION- - s. CHU cONMRIx YARRMT DIm Pao PORN®BY OWNm YY. LVATORr -OH OPEOBAD SM. sU9PEJDED O OIOR Nlil®tM ® RS 1,Mas-RAW tea" co— OONarBULTRN n P LENGTH RE FnTMGD19HElt L wsa. oPENMO THE THICB OMn. COME m a FLOOR(=) Hm HANOPACIUpm M. P sax, Te, W".TT'OM - CA CONROWCONem JOMT PLUOR PLWV9CEln M0. HAuom OPE1m16 PM. PYRE. Tao TONGURaGROVVY OA 2'RDW TrFs .COMPACT GRAVE.. m � WNf.TYPE ..� _. Q GENERAL NOTES (See also Project Specifications): ! i — 4.The General Contractor shall verity all dimensions at the alte and shall notify the i 16.'The General Contractor shall submit to the Architect for review and approval,shop drawings -- -y .. Architect of an discrepancies y pacales before.proceeding with the Work or purchasing materials for all manufactured structural elements cor steel beams&columns, LVL beama,trues joists, !-�. ` - 1.The General Conditions state that the Contract Documents are complimentary. or equipment.Verify critics!dimensions in the field before fabricating items which�mua! wood root trusses, steel joints,etc.) in accordance with 780 CMR Section 116.2.2 entitled ��; �.�J, fit adjoining construction. `� \ 2.Provide the services of s Massachusetts Registered Surveyor to layout structure on site ) g "Architect/Engineer responsibilities during construction. ^�\ DRAWING TITLE: and establish existing elevations. Elevation of finished floor shall be established by B.All details are typical unless otherwise noted.and are.not necessarily shown in the 17.The General Contractor shall notify the Architect/Engineer of required inspections at.least -- � �4���J��� : Architect with elevation information provided by Surveyor. Documents at all locations where they occur. two(2)days in advance. (�''__ p E I8.All warranties, guarantees and service maintenance agreements shall commence with �S.A`�\?1�•� - 3.The General Contractor t responsible Work for all the work. 8. The Architectural Documents govern the location of all Electrical and Mechpnical Itexnq the issuance of the occupancy permit so that the Owner may receive full use of the itexa A.Build and install parts of the Work level plumb, square and in i correct position. installed as a part of the Work. - v - for the guarantee or warranty period B.Make joints tight end neat. U such is impossible, apply moldings, sealant or other - joint treatment as directed by Architect. 7. Existing items which are not to be removed and are damaged or removed in the enures '19. GENERAL WORE TO 3E PERFORMED A3 PART OF THE GENERAL CONSTRUCTION- DRAWN BY: or.tt C.Under potentially damp conditions,provide galvanic insulation between different _ of the Rork shall be repaired and replaced a like new condition without cost. - ,..A.Seal cracks and openings--to.make the.exterior akin•of.the building tight to water md- metals which are not adjacent on the galvanic scale. e. Existing surfaces disturbed during the course of the Work Shell be reconstructed end air entry. CHECKED BY: T D.A 1 rotective finish to of the Work before cone finished to match adjoining surfaces. Patched areas ehnll be finished in each a meJmer B. Provide adequate blocking,brae' PP y P Parts sling them. For example. Ova 8, mg, Hailers,fastenings and other supports to install paint door top,, bottoms,glazing stops,glazing rabbets, and hardware cutout.before ae to provide visual and structural continuity across the entire affected surface. parts of the work securely. Blocking, bracing,sailers,fastenings and other supports DATE: 01/Z7/03 hanging doors, and paint corrodible mounting plate.before metalling parts over them. 0.All voids created or surfaces disturbed resulting from cutting,removal or installation of shall be of a type not subject to deterioration or weakening as the result of E.Where accessories are required in order to install parts of the Work in usable form eI.Tea to as part of the Work shall be filled and finished to match adjoining construction. environmental conditions or aging. - REVISIONS: 00/00/001 and to make the Work perform properly,provide each accessories. If special tools 10. Except as provided in the Documents, ao structural member or element shall be cut C.Perform cutting and patching for all trades. Patch holes where ducts, conduit,pipes _are 0 required to maintain, adjust and repair products,provide them. without written approval of the Architect. The General Contractor shall coordinato all and other products pass through or are being removed from existing construction. -0/DO/0 0 f /00/DO F. Follow manufacturer's instructions for assembling.installing and adjusting products. cutting and shall advise the Architect of any potential conflicts with new or existing •D.Provide chases, furred spaces,trenches.covers, pits,foundations and other 00 00 Do not Install products in a manner contrary to the manufacturer's instructions structure. construction required In conjunction with the Work. If such construction is not / /00 unless authorized in writing by the Architect. - shown on the Drawings, coordinate with Architect for size.and placement. 00/00/00, G.Adjust and operate all items of equipment.leaving them fully ready for use. ll.Demolition work shall only be carried out once ell temporary shoring and bracing is in E. Provide and coordinate access doors and panels as required for access to equxipment, 00/00/00 H.The division of the Documents Into Architectural.Structural,Eleotriow, tdachameal, Dlece. Removal ai all tomporary supports shall be comp!.uted only niter now work ib sacu.e requiring adj..L--L.iu.pectiun, maintenance or other access and as required for access PROJECT No. Plumbing and Civil components is not intended as division of the Work by trade or and complete' - to spaces not otherwise accessible, such as attles and crawl spaces. - 0247 otherwise. 12.All materials,equipment and workmanship.hail conform to the requirements of F. Check Drawings and manufacturers'literature for requirements for bases,pads, and --I. Provide utility installations from lot"a to house including underground electrical, authorities having jurisdiction of the Work. other supporting structures. Provide such structures. Remove supporting structures SHEET No. water,telephone and CATV to comply with all local codes and requirements. associated with removed equipment and patch remaining surfaces. — v J. Concrete shall have compressive strength of 3000 psi® 2B days for walls and 13.All material. and equipment shall comply with the Occupational Safety and Health Act, G. As part of one year warranty specified in the General Conditions, repair cracks and ' 4000 psi®28 days for slab work, and reinforcing rods &woven wire fabric (WWF) including all amendments. other damage which occur a a result of settlement and shrinkage during the first year per drawings. Where noted,provide hard steel trowel finish on slabs. 14.Ali materials and equipment shall conform to the requirements of authorities heW 4 after Substantial Completio:a , Dampproofmg shall be factory manufactured semi-mastic consistency from asphalts jurisdiction regarding not using or installing asbestos or asbestos-containing materials. . 20.All work shall conform to the epplicable sections of the Massachusetts State Building and mineral fibers, and installed on all walls"and footinga. Code, Sixth Edition. For residential project.,particular attention shall be paid to Chapter ` Piers for decks shall be concrete filled Sonotube forms. 15.All Paint used on all products and assemblies shall conform to A.N.S.L Z88.1. 38 - One & Two Family Dwellings, e,pecielly Table 3808.2.3 "Fastener Schedule for Structural LZ specifications for Paints and Coatings Accessible to Children to Minimize Dry Film Toxicity. Members: - �rd�r.� l I . ml_mnn_e. i neulmulm■In.� ,ice i.■uouu■u■e► _ _ il�r u1su1_m.l■1_m■1. �-- �� i__■i.. v I Ip 1�__ W_el. 1 1 ■Im\ 1..1.1e1_■It,.■1��.` A_I■1__.,I AAI.m1. ulO_W.WI■■.__■►p ■u �um1_el_m_e1■1■1__■Im oIm■In1 nog /r�. ie . .■1 . ► ��a >C..�� r 1.■r�..�..■u/�.... ■ie.. Ilno _ Doom _ - f��� u- ie■n --- u.■■I Yiiu■. etnu:i A01 ■■■� .euu ■■■� ■n.u1m• = Ii1. .i■1_nl ■■, ulnl ■■■ ul_■1.1. u�luo/• �i luu o'ii Miami 1 li■il . ■ ui:■�iitl u■ui II�-� iii/i�ii► -_ - O•✓ A■:-�::�: '■■■ ■.a -�:-�::� ,r .-...r ;;V ..1.■Lul_.11 ■■■ ■1_ I I-■■ �■In1.u1v. ■'' Imam■Im.I.a ./u■ /.Im.1m■Im.l\ .. ..mom■�...... ■■■ ..... ■■■; _..//....... ..n --- - /....I,f re.■e/.e.n.■1 ■■■ _I..I ■■■ 1■ene■....e■► e1■le_■1_■I Out. .n.1.1_eLlel_� �■LIeIe ■ ■■� �;INNER ■■ ■■'I .. ■ .I_.0 �eulel_■t..1_eIl .._.. le._■L.I..1■1■1► A■Im■Im■Im.u1 m■Iml u.ua.am■1■. Im■1..11 m1■► .L.Ln..1..1.a ■■. ..1.. :■■■ eamam■Imam■1._ IIe�Iv�v�I:1�:V1:1 � lS■ �m■■ � �.. :�e I■ :1�:1�.,�_.1:1■I I I...III::,I® I_..I■1.■I.®®�I1111I..I mmmw me- Im��ee�1:1I�m..I�mLL'' I■e■■1 1-_ 1��:I�I:;�:I�I■/1�■1 �nm.1o111_Inlmnol.mnou.u.lm.u.unoun.. vunL .n......fi/n..........r•//....�.....n_■ • In malmoon..... i I� v_ �■wi:iui liiu■�:il - �,�'dam■Y:1 VN�I:� ::�:1�1:�::1:1/� :I�I:�:::I:V:�:I:I�:I�IV.�•�'��• _- - - r�I I" ON I !::�:::•:•�■Ii tlL•■1_.■t■1■I..II ./1...�1./t..WWe.O./.■W/.■.Y../.u.u■� . .......vim ._..u■1.■ :Ie t_tO_.W.1rI_.1_el__..I_el e._Wlel_■umt_eI.4.1_■..Im_ c. -- -.■Iy1..�' -��S~.10� _ lion_■r.:.■lol./un.■ui:e■I.m.u/u■.mnm.■n - --- ...- --_-- - - - t.v�_ `.9■� - au.un■n■uneo.n.n...Iuuo■.../.nu.e.l minim .r - - nnt_eunnm_■1_m_nnn_nn__n■I■��e���n u■IWu��unm_ n - ■i I.I��.��.��.�..��.��.��.�07■1.�• •�71e 11�NI: Y:■I:11 �1.11 I.nI. ■n�I■nI n:l le■■I I■ .■em �_-_ ... n■. ■■■� le..e' n ■■■�, .n■ 1031 ■■ul■e■.e ■e■I ■■■ f■■■ ■■■' ,11 ■i■;;. mom� go eu■11 ■��I _w I.n■ .■1.■1.■I In. r_ _■■1. ■■■■■■■-1 Ile .1.■. e1..1 .1. 1■n■ nY1..l 1.1. ■■■ ■■■ ■■■ ■■ . e1.I:n■■■■■■ ■■■ ■■■'..1_ 1_■Im 1.1.1. el■le ■■I.II m■Ie1_■11 ■1_t III ■■■ ■■■ Imo:■■■ ■■■ ■■ :. .1.. u �� l�' I Ii9.U'UL�I w:I:: �lS� IEI■. �: ■■ e�:•�.... - - - `-- - ■■� ■■■1`��■ ■.:� I� l�' 9� Lti I■I■11 �I-ul�Jl-� 1. LI■L.uI■1_■1.1■u E.-�:tll�■�::-fi.:�p:�:.::.f,:�� 0: .1.: n1. a eu.Iolm■u■u■1 w _ uem _ u■ u■uuun■nne ■enunnun. u u e u e u 1 e u E e 1 e e` w_ un■nueueuue un.u..nne■■e■ u■u unioll ue �� ` u n.unnn■u■• •mn......■.y..u.wl EI::e::I:::::ann n_ILuI__.Im_■uI■1_. - um_el_ ■1 1_n oomI�Iu�-t It. euWn..I..I.■1 _I._..I.n..1 .eI IW IIW..Im.I..u.1.1 .I.n..t..t.■...1. W. ..- .• C i �� r I....n.�._..... _ t� uu I��I ■e_ Inen............ ---ueun■enen.ne■ nm on on iommommem among oe■I I®� 1_min m■1 ■1■Iuminn._■uun 1' 1�._ �r.�.�.�.�. ._�I � e 'a", III R� ■■11111 1sm I me so I ■�■ .all . �u ■■■ i ■■■' i j■■■ ill �_ IIIIII__ - e■. _ iu HIM `I�� - -��mneou.e■ooeounneounuenu/e.n■uuiu.Tau.ei■ i1■I_.n.ln___n_■umouul_■1_■1_■uu1_u■In_etn■I_min_■ nm - - ..Im_.nm■u.unolototolnu■Inlm_..tnl..lnlnun.� mull _ wnun■uu.un.■unu...u.onnenemn...u..nuun.e nu ul.ul awl "Naomi .,Elm f ._._. ......1 LLtt..N... n 111 IIf ICI. :ne.■onne■ ■eSiiiin■n■nnun■■unn loss /nn nn n.lelm_nn_o___■uuum.ul_n.leum/len ■■■ ■.0111 I_■ e■Im e.u■Ioun..I...nlounolnloleulol ulmulouml mn _ iliiai:lila�i nuiniin�nii:/i:u ai ■■■ I:Iiulinowins it "New III IIII III' nou/t..0 Io1■ulol.■u/u_oI 1■Iou.Iolo .m uuou...I.l III nu/uonu...eeo. ■■■ m..o./.n.n on.. Iel/lel_e_ml_e 1■1_euml_■1.1e1m■ul■■ amimm_e1■Im_■ 11■1. ■■1./t..l..l. III _/t.■1■/u/u.l.■1■.1 1.1.■1./tm■Im. _■11 n./1�■�-■��■1��11 I.I.n■■e■■./I ..e■/e//...e■■.■■e..I .nisimm.....■ ■■e. Ie■■e■.../..■.■n. II II�IlI!!I!I!!'!il! II 1/e.In./.■OnI ■■ ■.■■.■n■■ ■en.■ �■.■e/n.■e■■e■■ I/■e1 ee■I■e■■e■1■e■n■■m' e.lm■Im■Im■Im Im■1■n.■Im.1■.Im■u/1�■1.■Im■1■■Im■Im .■11 .I.nm■Imn.■I..11 _I ... �I mnnm■1■w_. , um__.meuuml_mm_el.m_eul■Inuminl eel. e■1■tn1■.1__WILT I� Ie_o1n1._.'. r' _/u■u.t.■u.t.■unot..u.u■Ioto1.1 1�•--•�-•��•-�•��••1- onessong ■I.lelm.t■1■1_1 I 11■1_■1■lelvl.lelm■I.lel_et■lel_■1■I■Ime1.l■1_■I 0 - EMEMENNI no 1.1■1 An.■e■. 1_mnel_m. Jiu■u■Inl. �. oenu■u/o. �_ .Iiu1_n.ln_m■u. �u_ � lei goal - A AI.n..1/�.��.R■1■.Im_e■ Sri/m■. In■■e■ __ V■■ ■.► �...■.■.._ .__ ..Imnm■1 Imm�■i. �un./1.■ Jnouol Imo` ueoeon •nun.■I ■■■ ■■■ ❑ �i I nmunnm. vl_m■u11 r I11 III 1■Im■Ie_Im■. �Im■1.■ l .e.■e■.e.n\ V■./.1 I■■■ ■■■ - -_ ■nn■m_euu uI■e [.oEM nsonsommi ou►Diu■ I,�■ '■■■ nnunnt��In1 Q�r��� I�m_r_�oltolouu •■ - -_ - - N 0 minsumam memo smimimmiminin II.III el■tm■1■I■Ime1■I■1_. A.summonsomas .1.■Immlmmtm.li 111 . I'll' "III I I ne■■.Iuonenu na Iul 111 Ill Q:ll�i. ■ .�uilo�.i > _ lull I IN IN - - --- -- _de:-OIG9�O__.�IC■.�.1i .. :m_:_:91L�■7__=91 u -■eue•-e�r�e•-=..- ter_-ee_.yr.==•-t n I .enia..... ■ninnu■■nu■ - I_el■Iel_eulel_e...__..._.__..win Ju1_sinful iont■1■let_a I '■■■� ■■■ � unloun./tolounm■unoun.nounou.l..u■Io - •• ■ 1_■1 �� ��' ■m■a.■ene.n■nnun.nuu■e■■enunoeoenuu e.■ I_■1■u1_mnn_mnlm_mt_n.mnumvul�•�....y_nn■L . ■■■ ■■■I ■■■ ��� ■■■ ■■■ �� Iu■u.In1o1n1o1mnou/uulmnm.u_I nolot u.enuons.noene.00un...noo. ■■■ ■V ■■. e11.1 ■,■ ■■■ --- 1_e1.1■1_eln Sin .Im_■uml_m■1■1_■1■1■Ien1■I ■■■ 7■ul■1_■1 - - .. /..I..t.�._ - /I..I.■Im■Im/Im■I..I.■tI ei\a1m■Im1 ■ M.■e..en 1■e■n..e.■e..e.n■■N■ee e..Atle■■ l■.■. __ {B- _ ��■ r■■ u 11outo:1 III I7 ( I IEEE: E:��E \\_ ■■n■n■■ anim:��alon �I :�I1 ■■■ ���i `� ■■■. - I�IIlIlI!!!! !I!!!!!!!I II!!!!lI��lIl� I! l�j'll lllll'1'! ul_■.1_■l III I■I_eu■1_■LIe1m.1.L1_.1. 1_el/Iel_ I llll l lull IIlIII Il���i IL.L.Imt �ell.nmmim/let_..1..1_■1. I��■ .�..L.ImI e■■e.■e ■e.■e.■e■.e.■e■■e■n.ne �. Ie ■cull I unml_el I�I m_n■mntnl_mn■t_n.1�.��.�.�I_nm1_e -l1■I��-I V■ I i■I_el■1■1_eul■1_■1■I■em■1■Wm■1_■1_■ul■1_■r ����- =I m1l II ''l snounolounnunolounvu■uI Sol O , ,ill l fi PERRYN ALTERATION . 1COTUIT,MA � � �... D AM � e ,4 a Program Files\AutoCAD R14\Project Files\0247-Perry\CD'S\PLOTS\0247-A2 FLOOR PLANS.4wg Thu Jan 30 09:55:10 20D3 4g_0' _Ou PROPOSED NEW EXISTING BUILDING 221-01 O' L ONY Q 8' A5 ,Q . r ACC.4 \ 2, n PANEL — '-S 1/ 1 17'- 5 ' 5° �— — — 7 \ � 2'_ 12" MAgTER X X \ e r NELS EDB NEL R( I OPEN TO BELOW ' AND GABG IOP \I G w — \ p TO RPIDS DOWN TO RIIOOQE Ep yDr u • x— n� n - - - - - — - - - - - - - - - - - o Q \ � om 0. — D I 1 \ � - EXIATING _ ' tlx i STAIRS I m I A5 LIN Y \.\ . -11 NEW / DOWN — (V ST IR !- -8 I/4. \ t- DOWN p 90 x E�J INN- r 2" B v4 I�—-j S COND FLOOR I 2�qll J .. .......... .... . . -4 '-1 I/2'. Oq v AT DAL01 �QO '. 1 1 - - - - - - _ - - - - - 48'-0° I / 4'-0' \ PROPOSED NEW IXISTING BUILDING L — — — — — — — — — — — — 1 SECOND FLOOR NEW DECK A A5 NEW DECK 481-0u 24-0 PROPOSED NEW EXISTING 5 ILDING Y O r0 '_01. 14'-0" - ,_8u _ W-4„ 4x4 Z rlC 4x4 I 1 +z' A a°sa ili n A _ � 11�J11 N TN I UP. I' I 7 - F 7I; I i s R i ^" I� —�KITC4-IEN I ns w I - o W i 16- 3/4u 4x4 I BEDROOM N{O G R TO RDG A�T�IN TO RIDGE I T IRS Z PANT NEW 4x4 '�=-s x4 99@. O _______ ________ 0. i _ Ion ___-_ •_ o A6 I 14 I v mo xu+° �il 6 1 to PORCH "RZQUIRi6' -V..4p BEDROOM \. 4x4 in uPR► I I 26'-0u '-0' PROPOSED NEW FIRST FLOOR -7 ' EXISTING BUILDING PARTITION LEGEND _____D EXISTING PARTITIONS TO BE REMOVED EXISTING PARTITIONS TO REMAIN PROPOSED NEW PARTITIONS -. BEAMS p� I L. F. G i a m p i e t r o , A I A ARCHITECT =oxsvLTANT y PO I 220 MAIN STREET TEL:508 540 7400 4 O FALMOUTH, MASSACHUSETTS 02540 FAX:608 540 0220 Na 4929$ a -0 hi ADDITION ALTERATION �Au �F ADDRESS o g PERRY RESIDENCE ° ti N o00 0 0'o v I� 'x a \ Py�ry y�� e�i 1503 NEWTOWN ROAD TELEPHONENo. -4 0 0 0 $ o o w K F COTUIT,MA ATUR& SIGNATM i ...'Jrogram Fi tes\AutoCAD RI4\Project Files\0247-Perry\C0'S\PLOTS\0247-A3 FRAMING PLANS PLANS.Uxg Thu Jan 30 09:52:39 2003 I 6'-5 1/2" 9'-10 1/2' '-10" 9'-IO 1/2" 10'-Il 1/2' LINE OF J DECK SIZE AND FOOTING DECK ABOVE LOCATIONS TO BE FIELD TYP. 10'CONCRETE POST VERIFIED. LOCATE N ON A 24'BIGFOOT FOOTING REQUIRED BY EXISTING I SEPTIC TANK LOCATION. 22'-4° A r— - - — - - — — — - -_-- - AS S _ — O II _ - - - - — o - --- -- ' — -- - _ -- - - B — — — —— ———— � SAW CUT AND REMOVE IEXISTING FOUNDATION WALL 3 1/2"0 STL.VJ I I /':"' I TO PROVIDE ACCESS TO ryew NEW BASEMENT(FEILD COL. -TYP. I STAIRS p,� I I VERIFY SIZE AND LOCATION) I I 30'x30'xIS IUP. EW FULL CONC. PTG'e I i I I BASEMENT � I � 0"x 20'CONTINUOUS FOOTING I m I I B e'CONCRETE FOUNDATION I e--q'CON F.CRETE PR� I L A5 WALL \` G I STAIRSIW 1 m Z O I - 7'- 1 " 7'-1 I " 3'-7 /4" D O NEW GARAGE (4 I 1 � � � --IKEr m Q I I A5 BEAM POC ETCONTINUOUS FOFOOTING S'CONCRETE FOUNDATION j J O - WALL — I F EXISTING I I I FOUNDATION DROP TO P " FOUNDOATION I LALL OVERHEAD C DOORS — — — ___ ___________T _______________ AS I L — — — — — — —— — — I _ -- _ - _ - - -- I LINE OF DECK ABOVE 14' 4" T- 7'- _0n A FOUNDATION PLAN 2 '_0" PROPOSED ADDITION EXISTING FOUNDATION A AS P.T.2,2 z 10'a l x 10' .T.JOI BTS 01 "oc. 4x4 4 LV.JOI T AN E P. _ (F D GK Ir — — — - - - - - - - - - - - L — I I L*J II I 3-2'x S'HEADER I I I I II III 9 I/2'LSL TRIM RIC SS BF KAI HN, I I TIDSFAN - B " -- - -- - A6 (El E P O I $ P O D IXISTING BEAM POCKET _ LVIL 1/21 BASEMENT D 9 1/2' LSL TRIM BEAM POCKET 1 0 OI T O 12 0 ' I II II - 2 2"x l 'H D R IIFI 1 Y x 6 P.f.JOISTS a 16'o.c. GA V. 019 H NGl rRS, TY I AS I '.LEDGER BOARD � L — — — — — _ — d x d — — — — — — J I (FOR DECK) �1 FIRST FLOOR FRAMING PLAN h I14"=I'-0" L. F. G i a m p i e t r o , A I A ARCHITECT ,';z:�';''=. coNsucrnNT �® i t 220 MAIN STREET TEL:606 640 7400 1Oy' ttl gp I FALMOUTH,MASSACHUSETTS 02540 FAX:6.06 640 0220 ? 3 F41 j ID -� ADDITION ALTERATION ADDRESS `^ p p o PERRY RESIDENCE z� I 1503 NEWTOWN ROAD TELEPHONE No. a o 0 0 0 0 o coo COTUIT,MA ATURa sTCNnTURa I I II I d Program Files\AUtoCAO RA\Project Files\0247-Perry\CO'S\PLOTS\0247-A4 FRAMING PLANS PLANS.o%g Man Jan 27 It:34:18 2003 A A5 GALV.JOIST HANGERS, TYP. ,LEDGER BOARD 2,2'x 8"HEADER 2,2'x 8'HEADER --- z4 POST 5 21,11, S'HEADER 2,2'x 8'HEADER 2,2' 1 °JOISTS ___ — POST BELO EDGER BOARD FOR STAIR LANDING) 015 , S 1/2"x 11 7/6'2.0E PARALLAM 2,2'z e°HEADER—'II JOIST HANGERS, TYP. HANG-18TING JOISTS I 2,2'N I 'JOISTS OPP OP NEW BEAM B I A5 2 x 12 STRINGERS JOIST HANGERS, TYP. 4'x b' POST 'I Z "x b'POST TO RIDGE O RIDGE Z x 12 STRINGERS Ei W 14 X 90 I 0 4"x 4"POSTS 4x ST BELOW BE 1- (TO COLWMN BELOW) a Ned A5 I UID UO EW WA W Y IE I d x b' I Ib o 2, Z"x e"HEADAR5 I I =2 III IIII 2,2'x S'HEADER Cv= 2 I x4 POST BELOW 2, 1-5/4°z 9,2- 2, 1-5/4'x 9-1/2' A SECOND FLOOR FRAMING PLAN 2,2'X 'HEADER A —= A5 HURRICANE CLIPS AT EACH ER/PLATE RAFT CONNECTION (TYPICAL) MR K Wlilt w o_ B Z x a RAFTE JP `l'� iv C1 cx I A5 III � tr[SlI LI MI7:7SK S1xO 7 •O ENI E 8 I b" P T 2 % PT@R •16"o 2,2" x 8° HEADER 1 D III tv 0 +, III 5 1 4' Ib 2.CZ P " R DG B x IDGIS A5 4x4 T RIDGE III II III EXI$TI ROOF FRAMING (T REMAIN)- -2, °x 5' EA E .. - AFTER. v C BOx OUT FRAMING I. Z�2'x S'HEADER - — — — — — — — — — — — — ROOF FRAMING PLAN B val ell_O" d L. F. Giampietro , A I A ARCHITECT �v"-p"F"D"44� CONSULTANT a9 z O 1�, V 220 MAIN STREET TEL:608 540 7400y �j. m �p FALMOUTH,MASSACHUSETTS 02540 FAX:508 540 022011 0$0 I ADDITION ALTERATION ' " a5 ADDRESS $ " PERRY RESIDENCE n ° Soo 0 08 o 0 o a o 0 0 1503 NEWiT�OWN BROAD TELEPHONE No. o 0 0 0 0 o F. COT V ITS MA S TC1RE SIGNATURE pWf EXISTING RAFTERS a z 1 � RIDGE VENT 5 1/4'x 16'2.0E PARALLAM RIDGE B q 10 (ALT.W 10 x 22 STEEL BEAM) ROOF SHINGLES EXISTING EXISTING COLLAR TIES ICE O WATER SHIELD �, W O VALLEY TYP. - PLYWOOD 4.6 POST SUPPORTING THE RIDGE B ICE O WATER w _ E 3'-O'WIDE-MIN. � � x VSE 306 SKYLIGHT ETAIL TO A' FISTING EXISTING WALL C. 2x10 RAFTERS O 16'O.C. m F CONTINUOUS PROPER VENT EXISTING SECOND FLOOR R-50 INSULATION m 1 ' SIMPSON HURICANE CLIPS 10 TYP.ON EACH RAFTER HALF WALL CONTINUOUS SOFFIT VENTING S 1/2°x II 7/5'2.0E PARALLAM 2.4 STUD WALL O IS-O.G. BEAM TO SUPPORT FLOOR 2xe'0 u1/I/2'CDX AND ROOP LOAD •`•:4"'.�., FP OF NEW BEAM) EXISTING R-19 INSULATION HANG EXISTING JOISTS `'�:'" -':/ NEW W.C.SHINGLE SIDING �>KITCHEN I 3/4 x 91 � BUILDING F'�-i"• - TO MATCH EXIST, F 22..O1 /4.q A -` 150 FELT a_W ?• •�� 1/2'COX PLYWOOD TtG PLYWOOD�1'3/4' ;I 1' GLUED O NAILED P'V J PL-400 GLUE r O N P.T.2x10'�0 16'e.e. U O N 9 I/2'T 113U•O 12'o EXISTING FOUNDATION WALL n 0 1/2'ANCOR BOLT 145'e.c. p EXISTING STRUCTURAL O O b"R-21 IN LATION _ NEW FOUNDATION WALL COLUMNS LW a a 3:9 1/2' Lv L'S O IWO CONC.PIER 1 OC r h m 00 O b .I K O mB I`m EXISTING FOUNDATIONFOUNDAT'IONWELS DRILLED I WALLm m I mp NTO IO LONG.PIER m `t O 129°o e� WORIZONTALY J 24°0 SIGFCOT FOOTINGS t VERTICALLY X Ld 24'0 BIGFOOT FOOTINGS U W Q 24'-0' z� )A 4" THICK (3000 PSI) CONI�- J, EXISTING BUILDING Q v Q 2'-6-X 2'-6-X 15^CONCRETE O F-I O COLUMN POUTING - Q F rT� ^,J �1 GROSS SECTION �� CROSS SECTION w zW o o W W � ly'I Z U m RIDGE VENT W RIDGE VENT C 0:� I""1 2.2 x 12 RIDGE BEAM f' 2xX0 RAFTERS O Ib° 2 2 x 12 RIDGE BEAM 4 4 POST TO RIDGE c / 2xIO RAFTERS O I6"e.c. 'n Z? ASPHALT ROOF SHINGLES / ASPHALT ROOF SHINGLES V TO MATCH!EXISTING TO MATCH EXISTING Q O R-q30 INSUL. 150 FELT j R-50 INSUL f y Q 1/2'COX PLYWOOD - O J N Q re GEIL. 77 / IBTS O PAD F1'1 G TO \ o c P -SO INSUL BA w.I.C. - o - - •' o MASTER�� \ CONTINUOUS PROPER VENT R-30 INSUL. -- MEMBRAONE 3 O' WIDE MIN. 1 E I , I \\\ _-_- SIMPSON HURICANE CLIPS /4'TOG PL D 1 \ L�I !FTERFTER _I I J (3/4°TOG PLYWOOD I GLUED O NAILED�1/ _ `- TYP ON EACH RAFTER �p UED O NAILe W/ 51MPSON HURICANE CLIPS I \ J _ @EGOND FLQQ O 1 L-400 GLUE TTPY _Q COND p II I - mNE PL-400 GLUE 90PPIT DETAIL - � _ 1 TO MATCH EXISTING SOFFIT DETAIL N - CONTINUOUS SOFFIT VENTING 2x10 SOLID R-30 INSUL. W 14 x 30 TO MATCH EXISTING m 2x10 SOLI 2x10 SOLID R-�1 cSU 5 8ALIRECODE GYP.BOARD BLOCKING CONTINUOUS 90PPIT VBJTIN4 -�I W 14 x 30 L O L CEI G I x 5 FRIEZE - BLOCKING ; BLOCKING...- . BOAR DE 2x4 STUD WALL 1 ib'O.G. ..'GYP.BOARD O W4 S O CEILING R-19,INSUlAT10N 2x4 STUD WALL•ii°O.C. it__I {I R-Iq.l_NSULATION \ DRAWING TITLE:mp NEW W.C.SHINGLE SIDING R :' = NEW W.C.SHINGLE BIDING II I SCAR E I� - I RIDGE VENT SECTIONS TO MATCH EXIST. \ : .;� TO MATCH EXIST. ':... _ :_'� Ii .I. 1 190 FELT mI' II I I I I I _I 1/2 FELT ;'.....�-`'GARAGE �._. ASPHALT ROOF SHINGLES I/2'COX PLYWOOD 1 - IM°GDX PLYWOOD 1IL TO MATCH EXISTING 0 FIRST i ]< I' FIRST FIAOR I DRANK BY: -� S I/2'0 STRUCTURAL i'.li �_I_I. I1 STEEL PIPE COLUMN i.i:II 9 1/2-0 STRVRVRAL.. - 1A, _ , _ ACT.W,10 x T3 STEEL RIDGE BEAM_ -_ STEEL PIPE COLUMN f 4 2 x i CEILING JOIST CHECKED BY:cz ygv� 1/2'ANWR BOLT O 40'o.c. 1 1/2'ANCOR BOLT O 40'e.e. - I " 150 FELT i 1/2'COX PLYWOOD DATE: Of/27/09 CONTINUOUS PROPER VENT L J 4' THICK (4000 PSI)!CONC. =�_ L _J 4^ THICK 4000 P51 CONC. �L R-50 INSULATION i NEW FOUNDATION BELOW GRADE ' 1 NEW FOUNDATION BELOW GRADE 30 ( ) j REVISIONS: 00/00/0 2'-6'X 2'-6°X 15"GONGRETE h I 2'-6°X V-6'X 15'CONCRETe J m 00 00 00 p COLUMN FOOTING > - coLUMN FOOTING > 00/00/00 00/00/00 00/00/00 1 00/00/00 W PROJECT No. 02� , CROSS SECTION j ROSS SECTION RIDGE DETAIL SHEET No. �/ I/4"_I'-O^ D 1/4^-1:_0n A5 LL OF 5 • r . NJ I CB/DK FOUND W v , CB/DH FOUND a . CB/DH FOUND CB/DH FOUND a, I CERTIFY THAT THE STRUCTURES ARE LOCATED, ON THE LOT AS SHOWN. JM/ K DATE REGJSTERED PROFESSIONAL LAND SURVEYOR - - - j N/F ROBERT H. McMURRY 0 s6o�s, - CB/DH FOUND b TOTAL AREA 2.4f ACRES SB¢ C IRON PIPE FOUND 94, Tp I CERTIFY THAT THE STRUCTURES ARE �B LOCATED IN FLOOD PLAIN ZONE C AS cB/DH FOUND NOT To scAL sas�o, DETAIL CB/DH FOUND CB/DH FOUND SHOWN ON FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 250001 0021 D AND THAT FLOOD PLAIN ZONE C IS NOT A CB/DH FOUND SPECIAL FLOOD HAZARD AREA. .y ; $� CB/DH �1,4 9:�I V" 8 3zz Q% DATE 76IS"kRED PROFESSIONAL 44 LAND SURVEYOR a 4f � 309 EXISTING HOUSE CB/DH FOUND PROPOSED oh GARAGE 2 j r P POSED DECK Nar, 9.3' .� S 4 EXISR01CIMgTE \\\ 'd 0.218 s �9, o nNc nc coc ,� sEP gnoN OF N CB/DH FOUND 5I+� S TEM ' PROPOSED �� 00 I c • 9 � / ECK � 71 CB/DH FOUND .3 DETAIL NOT TO SCALE S ?S• PROPOSED_ N 30.1' ADDITION ►� N/F N CB FOUND i ROSE M. MEDEIROS .w 22•1, BROKEN h'� 30.8, o• 3 CB/DH FOUND � ^ Qo r, Q Ok w EXISTING HOUSE EXISTING GARAGE 0 TO BE REMOVED 1 NOTICE Unless and until such time as the original (red) stomp of the responsible Professional Engineer, or Professional Land Surveyor 0 appears on this plan: > (A) no person or persons, Including any municipal or other public officials, may rely upon the Information contained herein; and PROPOSED DECK z � ce> this pion remains the property of Holmes do McGrath, Inc. 28,3' o. z w 8. 1 o SA VINELLI ROAD PPRO N\ (PRl v A TE EX/S T k�Mq `� 40, WIDE) /NC CEP 0C4 Tio N �' w '8• �' c� TIC Sys pP w118 e EM 12 N/ PROPOSED CB/DH FOUND 0 s DECK cn DATE DESCRIPTION Drawn hecked 3 REVISIONS j EXISTING VENT PIPE CIO PLOT PLAN IZJ N PREPARED FOR SHAY PERRY PROPOSED o IN ADDITION N DETAIL �2 1 0 1 20_ NOTES COTUIT BARNSTABLE MA EXISTING GARAGE 1. HOUSE NUMBER: 1503 SCALE: 1" = 40 DATE' MAR. 18, 2003 2. AS. NUMBER: MAP 25, PARCEL 2 GRAPHIC SCALE TO BE REMOVED 3. ZONING DISTRICT: RF & WELL PROTECTION OVERLAY DISTRICT h OI m eS and m c ra th, inc. 4. THIS LOT IS LOCATED IN A DEP APPROVED ZONE II. 40 20 0 40 1 20 civil engineers and land surveyors 5. REFERENCE: PLAN BOOK 1, PAGE 40 362 gifford street 508 548-3564(PHONE) PLAN BOOK 409, PAGE 31 falmouth ma. 02540 508 548-9672(FAX) PLAN BOOK 273, PAGE 40 1 inch- 40 ft. PLAN . BOOK 53, PAGE.. 21 DRAWN: PJR CHECKED: 7 -;?,0i'tiV-, R2 ;.,.. JOB NO: 203064 DWG. NO: 82-1 -13 EET 1 OF 1 - CB/DH FOUND v CB/DH FOUND to 0 CB/DH FOUND CB/DH FOUND a I CERTIFY THAT THE STRUCTURES ARE LOCATED ON THE LOT AS SHOWN. 1-3/n/3 DATE REGJSTERED PROFESSIONAL LAND SURVEYOR N N/F ROBERT H. McMURRY 0 r S6026, CB/DH FOUND o TOTAL AREA 4�'F 2.4E ACRES IRON PIPE FOUND 58494' C 6 r I CERTIFY. THAT. THE STRUCTURES ARE �B LOCATED IN FLOOD PLAIN ZONE C AS CB DH FOUND S S�0' NOT T�S ALE CB/DH FOUND CB/uH FOUND SHOWN ON FLOOD INSURANCE RATE MAP / COMMUNITY PANEL NO. 250001 0021 D AND THAT FLOOD PLAIN ZONE C IS NOT A - o? CB/DH FOUND SPECIAL FLOOD HAZARD AREA. CB/p DATE R IS RED PROFESSIONAL 9� LAND SURVEYOR 44 0 4 N 309• '\ CB/DH FOUND EXISTING HOUSE PROPOSED o GARAGE >� P 6POSED DECK �N 19,3 S E ROVA4A \\\\ ao - 21 6 � �J XISnN TE �p ,� �\\b. . � --� 0?9, ti ( G sEpnp CATipN OF r�$' N CB/DH FOUND SYSTEM N/ ' PROPOSED 11 00 o ECK J ti 32,t i CB/DH FOUND 3 DEJAIL Sg N NOT TO SCALE 325 Z,� PROPOSED 30•1' N/F �ADDITION N CB FOUND ROSE M. MEDEIROS �` ,1, 22.�, 30 8, BROKEN h �0 3 CB/DH FOUND 0) .o O EXISTING HOUSE EXISTING GARAGE o O TO BE REMOVED N 1 NOTICE 0 Unless and until such time as the original (red) stamp of the �. responsible Professional Engineer, or Professional Land Surveyor appears on this plan: 0 (A) no person or persons, including any municipal or other W �' public officials, may rely upon the information contained herein; and PR O O D DECK Z J (B) this plan remains the property of Holmes & McGrath, Inc. 28.31 \ o Z NBA, ,qPP N o SAVINELLI R E RO)(/M `v�� 0 1— (PRIVATE , �A� )(/STING TE L�C \28 o,. �, Q 40 WIDE) SEP TjC '� T/ON > w 8. 1 _ OF w/ 8 SYSTEM PROPOSED CB/DH FOUND 2 N , 0 6 DECK co DATE DESCRIPTION lDrownEhecked EXISTING VENT PIPE 3' REVISIONS N (0 PLOT PLAN PREPARED FOR PROPOSED o SHAY PERRY ADDITION N DETAIL IN 22. � , �, = 2r NOTES COTUIT BARNSTABLE MA K.A.; a , EXISTING GARAGE 1. HOUSE NUMBER: 1503 SCALE: 1" = 40' DATE: MAR. 18, 2003 2. ASSESSOR'S NUMBER: MAP 25, PARCEL 2 GRAPHIC SCALE TO BE REMOVED 3. ZONING DISTRICT: RF & WELL PROTECTION OVERLAY DISTRICT h OI'm eS and m rath, inc. 4. THIS LOT IS LOCATED IN A DEP APPROVED ZONE II. 40 20 0 40 120 civil engineers and land surveyors ; 5. REFERENCE: PLAN BOOK 1, PAGE 40 362 gifford street �508� 548-3564(PHONE) PLAN BOOK 409, PAGE 31 falmouth, ma 02540 508 548-9672 (FAX) ET PLAN BOOK 273, PAGE 40 1 inch =�ao it DRAWN: PAR CHECKED: < PLAN BOOK 53, PAGE 21 7nC. I, , ,, JOB N0: 203064 DWG. N0: 82-1 -13WET 1 of 1 CB/DH FOUND v a CB/DH FOUND a 0 CB/DH FOUND " CB/DH FOUND a CERTIFY THAT THE STRUCTURES ARE LOCATED ON THE LOT AS SHOWN. 664 y 3 /DATE GI ED PIROFESSIONAL ! t AND SURVEYOR 1 N W N/F ROBERT H. McMURRY 0 r Ss��sl CB/DH FOUND b TOTAL AREA 2.4f ACRES SB4 / IRON PIPE FOUND 94C9 T o I CERTIFY THAT THE STRUCTURES ARE ae LOCATED IN FLOOD PLAIN ZONE C AS s8s�o, DETAIL CB/DH FOUND ce/oH FOUND SHOWN ON FLOOD INSURANCE RATE MAP CB/DH FOUND NOT TO SCAL COMMUNITY PANEL N0. 250001 0021 D AND THAT FLOOD PLAIN ZONE C IS NOT A CB/DH FOUND SPECIAL FLOOD HAZARD AREA. CB/DH DATE STERED PROFESSIONAL 4 LAND SURVEYOR o. 44 f �y ti 309 EXISTING HOUSE CB/DH FOUND PROPOSED PROPOSED DECK ah GARAGE z F w � J\ 9.3 O • — APP N of :�� C S R°kj \ ao --� Mq� C°cgnON ,I\\\. ��' �i N ►i'_ : CB/DH FOUND OF, N PROPOSED o 3S �, sEPnc sr ECK J 9 ry CB/DH FOUND 3 DETAIL S N NOT TO SCALE g`�2S• PROPOSED_ N/F ADDITION N CB FOUND ROSE M. MEDEIROS 22.1• BROKEN 30.8' 3 CB/DH FOUND � P O � EXISTING HOUSE EXISTING GARAGE rn � O TO BE REMOVED co NOTICE '0'0Unless and until such time as the original (red) stamp of the responsible Professional Engineer, or Professional Land Surveyor J appears on this plan: (A) no person or persons, including any municipal or other I! public officials, may rely upon the information contained herein; and do PROPOSED DECK (B) this plan remains the property of Holmes McGrath, Inc. 28,,3' 2 �- RO � ' o SA VINE c, LLI ROAD EX/S r/ XII�Iq TE C 0 15,0, �,�� o (PRIVATE , NG SEp CA 7`I pN o �28 ,� o � , w ,� ,� 40 WIDE) C SYSTE OF w '8. 1 v; M N/ � PROPOSED CB/DH FOUND cv 6 DECK 9/15/03 RELOCATE EXISTING SEPTIC TANK & D-BOX TMS co DATE DESCRIPTION Drown Checked EXISTING VENT PIPE co 3' REVISIONS N zo PLOTPLAN PREPARED FOR SHAY PERRY PROPOSED o IN ADDITION N DETAIL 22 20 1 , NOTES COTUIT BARNSTABLE MA 1 — 1. HOUSE NUMBER: 1503 , EXISTING GARAGE NUMBER: MAP 25 PARCEL 2 SCALE: 1" = 40' DATE: MAR. 18, 2003 2. ASSESSORS GRAPHIC SCALE m' TO B E REMOVED • RF & WELL PROTECTION OVERLAY DISTRICT h Ol m @S and m C rath inc. ��"' ,t=R 3. ZONING DISTRICT. 4. THIS LOT IS LOCATED IN A DEP APPROVED ZONE II. 40 20 0 40 120 ` j �� d civil engineers and land surveyors �`-' �q� "J� sr. j � a. 5. REFERENCE: PLAN BOOK 1, PAGE 40 362 gifford street 508 548-3564(PHONE) �� PLAN BOOK 409, PAGE 31 ( � ) falmouth, me. 02540 508 548-9672 (F FEET PLAN BOOK 273, PAGE 40 1 inch _ 40 it. DRAWN: PJR CHECKED: PLAN BOOK 53, PAGE 21 \PERRY\203064\203064WS_R2.DWG JOB NO: 203064 DWG. NO: 82-1-13 EET 1 OF 1 l { CB/DH FOUND �* i a CB/DH FOUND �• h a o o j CB/DH FOUND CB/DH FOUND a � a CERTIFY THAT THE STRUCTURES ARE LOCATED ON THE LOT AS SHOWN. DATE I D PROFESSIONAL LAND SURVEYOR i N i W N/F ROBERT H. McMURRY 0 r Ssp�s, CB/DH FOUND TOTAL AREA ¢�F 2.4f ACRES IRON PIPE FOUND se�9g. C e ro p I CERTIFY THAT THE STRUCTURES ARE 9 LOCATED IN FLOOD PLAIN ZONE C AS CB/DH FOUND s8s1p• DETAIL CB/DH FOUND CB/DH FOUND SHOWN ON FLOOD INSURANCE RATE MAP NOT To scAL COMMUNITY PANEL NO. 250001 0021 D •�2r• AND THAT FLOOD PLAIN ZONE C IS NOT A .,y CB/DH FOUND SPECIAL FLOOD HAZARD AREA. CB/DH DATE ;ikeGFSTERE6D PROFESSIONAL LAND SURVEYOR EXISTING GARAGE �ryh -� CB/DH FOUND EXISTING HOUSE 0 0� 9 Loy b, a? ,,�• • -a a 95�+ �. AnGN of , CB/DH FOUND 00 F ti° �k�SnNc septi � CB/DH FOUND c sys SA3 32.1' NOT TTO DETAIL 2S• EXISTING FOUNDATION moo' N/F 3 CB FOUND ROSE M. MEDEIROS 3.2• BROKEN h° 3 CB/DH FOUND � P O � EXISTING HOUSE y o � NOTICE Unless and until such time as the original (red) stamp of the J responsible Professional Engineer, or Professional Land Surveyor appears on this plan: LAJ (A) no person or persons, Including any municipal or other Q public officials, may rely upon the information contained herein; and • �„� (B) this plan remains the property of Holmes do McGrath, Inc. 28.3' 0 2 CIV EXI S Tl N M,q TE C O �5.0' `��� "' SA�NELLI ROAD. G SEP TjOCA T/ON �28. �,; , N Z {PRI VA TE -- 4 , S YS TE 0� �; 8.1 'Q ,,� WIDE M 10 6 03 ADDED EXISTING STRUCTURES .� •� , CB/DH FOUND � w 5.5 / / PJR co 9/15/03 RELOCATE EXISTING SEPTIC TANK do D—BOX T'MS { 3 • DATE DESCRIPTION Drawn hecked ' EXISTING VENT PIPE 0' R E V I S I O N S 0 PLOT PLAN N PREPARED FOR SHAY PERRY r EXISTING DETAIL IN FOUNDATION 1 " - 20' NOTE S COTUIT_ BARNSTABLE MA 1. HOUSE NUMBER: 1503 2. ASSESSOR'S NUMBER: MAP 25, PARCEL 2 SCALE: 1�, = 40' DATE: MAR. 18, 2003 ,r M +s 3. ZONING DISTRICT: RF & WELL PROTECTION OVERLAY DISTRICT GRAPHIC SCALE , $L 4. THIS holmes and me rath, Inc. MARY LOT IS LOCATED IN A DEP APPROVED ZONE Il. 40 20 0 40 120 EL L EN N� civil engineers and land surveyorscz 5. REFERENCE: PLAN BOOK 1, PAGE 40 .�Te29;12R �°'`�`` Q �� � aw PLAN BOOK 409, PAGE 31 s � r. 362 gifford street R08 08 548-3564(PHONES �� .� 'U ,a PLAN BOOK 273, PAGE 40 ( IN ) falmouth ma. 02540 548-9672 0* PLAN BOOK 53, PAGE 21 i inch = 40 rt. DRAWN: PJR CHECKED:AY� \PERRY\203064\203064W5_R2.DWG JOB NO: 203064 DWG. NO: 82-1-13 HEFT 1 OF 1