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HomeMy WebLinkAbout0195 WILLOW STREET �- s�.o.=.v1:-�,�:a.IFaa.� i .rw—.,, heb..-�.... ,,.,. .,.. - .. ,y. .,�.,- .. ,... .....,.., Q .i... ,�.: .:ern,�,y... .� _. y.:��:.... .... .�� '.may �....� :.� ,:- s �. �+: C UPC 12543 Now HASTINGY, YN . II ............. .:... - - lS�rcd.H.::rr�.�.. .-_ - , '"s,>��4w.eurlcu�.u¢— _ ".^-.'�Y.•�-'is�..�.�i�si - -sauz..b_.,.�.."'s,e.+may.._ ��..�-.�_.,.� � 04 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map" '%S Parcel 009 Permit# 43 Health Division Date Issued Conservation Division Fee .r- pgsTING SEPTIC SYSTEM �� , Q Tax Collector lication Fee Treasurer � LIMBED 70�OF BEDROOM Planning Dept. Checked in By Date Definitive Plan Approved by Planning Board Approved By Historic-OKH Preservation/Hyannis Project Street Address U LLl\Q 1 Village e,� Owner Address Telephone _Sa7 3C.Q. �5 d n' Permit Request cQOL, 0 adf-w►i� S' eG 1 o,kA �- VXT'Z_ C, c-ca4-e— Square feet:Jst floor: existing proposed 2nd floor: existing proposed Total new -Valuation , 060 Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 9 Two Family ❑ Multi-Family(#.units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: JAYes r❑ No 1 Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) _ Number of Baths: Full: existing new ( Half: existing nevc-1 Number of Bedrooms: existing 3 new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: Cl Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing Cl new size Barn:❑existing Cl 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 Named d�`\aw! ���W\ti`��,�y1e.J� Telephone Number 36 3 Address 5(4 l —��w`�II �'� • License# 00/ Y iti�a���dJ�1a ��►�L, 5 j MA* Home Improvement Contractor# / ) 01 O Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ` i�� -a,b�e I•w v�c.Q `�i SIGNATURE DATE 9-? bc-r— oS� FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. a a ADDRESS,' VILLAGE :. . OWNER DATE OF INSPECTION , FOUNDATION FRAME ��d� INSULATION K �� FIREPLACE ® eeca A ELECTRICAL: R@,bGH FINAL V PLUMBING: ROUGH FINAL GAS: ROUGH FINALp FINAL BUILDING ! f "_ DATE CLOSED OUT ASSOCIATION PLAN NO. E - I . ' ; Town of Barnstable Regulatory Services s Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME 1WROVEMENT 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 notmore 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. �� �► � Estimated Co ype.of Work Address of Work: W It floc `��• w. $`t ��n��-����d �i Owner's Name: Date of Application: oZ? TiD e.4 c S, I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law []Job Under$1,000 []Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WPI'H.UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORE: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 o. OR Date Owner's Name Q:fa ms1omeafdav r RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE _ NewBuildings $100.0.0 Residential Addition $50.00 A iteiations/Renovations $50.00 Change of Contractor/Builder $25.0.0 FEE VALUE WOPME[EET NEW LIVING SPACE ' square feet x$96/sq.foot= x.0041= plus$ombelow(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE fool `os�o • �'�_square feet x$64/sq,foot x.0041= c:;LJs(.- _ plus from below(if applicable). QARAGES'(attached&detached) square feet x$32/sq.ft= x.0041= 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 $96/sq,foot= x.0041= STAND ALONE PERMITS Open Porch x$30,00= (number) Deck x$30.00- (number) Fireplaee/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 I Town of Barnstable Regulatory Services Mara Thomas F.Geiler,Director y�A i639. IFOMA'Ia Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder � l lrV CAA s , as Owner of the subject property hereby authorize L I Ix.cowl �.\►W�qTq,�h�-� to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owne Efate r�rr / Print Name Q:FORM&OWNERPERMIS SION I Application to Otb kinq'g`jbillbivap Regional Jbigtoric 30 0trid'Q immittee In the Town ot.Barnstable CERTIFICATE OF APPROPRIATENESS Application is hereby made,with four complete sets,.for the.issuance of a Certificate of Appropriateness.underSection 6 of Chapter 470, Acts and Resolves of Massachusetts; t.973, for proposedl work as described below and on plans;. drawings,or photographs accompanying this application for CHECK CATEGORIES THAT APPLY: �i 1. Exterior building construction::. ❑ New Addition. Alteration --�� Indicate type of building: IN House ❑ Garage 0 Commercial 0 Other -C C . 2. Exterior Painting: ❑ 3. Signs or.Billboards: ❑ New Sign ❑ Existing Sign 0 Repainting Existing Sign v% 4. Structure: ❑ Fence ❑ Wall. 0 Flagpole. Other w TYPE OR PRINT LEGIBLY: DATE 10-20-2005 rn N ADDRESS OF PROPOSED WORK 195 Willow Street, West Barnstable ASSESSOR'S MAP NO. 155 Joseph and Jenine Marshall OWNER _ASSESSOR'S LOT NO. 009 HOME ADDRESS_ 195 Willow.Street, West Barnstable, .MA TELEPHONE NO. FULL NAMES AND ADDRESSES OFABUTTINGOWNERS, including those.,of:adjacent property owners.across any public street or way. (Attach additional sheet if necessary..) Ungermann,Walter W,PO Box 395,Jupiter,FL 33468 Map 131 Parcel 022 etz, John A. Et Al, 147 Willow Street, West Barnstable,Ma 02M Map 155 Parcel Colby, o p&Juliaz,45 Village n; est Barnstable, Ma 02668 Map Farcel UU'/-uu s, Amo & Vaino & Valdo&Im i,218 Willow St, West Barnstable,MA 02668 Map 155, arce 08 Mark annaccio,Architect AGENT OR CONTRACTOR _ TELEPHONE NO. 508 20 0822 ADDRESS 19 Sconset Circle, Sandwich, Massachusetts DESCRIPTION OF PROPOSED WORK: Give particulars of work to.be done, including'materials to be used. Please include locations of proposed signs. Interior relocation of existing spaces, new s hroom, new second floor shingled roof dormer. Q No.7878- t:•,. "FA�KIt MU, S 4 -� dntra Or:Agen F For Committee Use Only 2 2 �p ThisCertificate is hereby LS � E0 U p / Hied Committee Members'Signa 00 1 1 2005 Sc,RNS T ABLE HISI ui;it; PRESERVATION i Town of$trustable Old King's,Htgbway.fttorle Dls<riet Committee SPEC SR9ET FOUNDATIONNo new foundation work. Existing foundation to remain—Stone -Deteriorated Existing Front—Clapboard Yellow SIDINGTIME Existing Side -White Cedar Shingles COLOR Natural n LE CA TYPE Brick . .COLOR. Red 31 1.00.5 HISTORIC pRESERV TIO Ex�stin As halt Gre ATION ROOF MATERIAB,' Y 12/12, 10/12, 5/12 Currently exists. Proposed dormer to be 4:12 PITCH Existing: Wood, Vinyl Clad White As shown on plans and elevations WIMO QS. . New: Wood, Vinyl.Clad -COLOR White SIZE As shown on plans and elevations TRIM COLOR_ Existing and new to be white DOORS.Existing doors to be.reused. COLORS.White Vinyl Clad Sliding Door Existing to remain Black situ RS COLORS Existing gutters are aluminum White New gutters to be aluminum White 'T13RS COLORS Existing to remain Wood DECKS MATERIALS NA NA GARAGE DOQRB COLORS Existing to remain Existing Existing SKYLIGHTS SIZE: COLORS SIGNS, NA COLORS NA SCE NA COLOR NA aftm- will aao inoladidg Mafvraiis aad uLssials/491=4 to 4s owed:. soiAr copier Of W4 to;u Sze *04%drad tar submittal'of as amiliaatiooy aii"'with-4ow eaptas.of ths.plgt plan, lan4a V Apptiaadon.to. e'' 4 KiiQ� Highway Red ong Historic:District Com�nit�e. 6t in the Town of.Barnstable.for a CERTIFICATION OF EXEMPTION Application is hereby.made, in triplisate,'fot.the isatence of a eerti ire of exemption.undar:Sectian:6 and 7 of Chapter 470, Acts and Resoly a of Massachusetts„1973. as amended;for proposed work as descrWed below and on plans,.drawings or photo. graphs aceo"hying this applkatiorl. TYPE OR`PRINT, LEGIBLY' DATE 10-20-2005 ADDRESS OP PROPOSED WORK 195 Willow Street .West j jAW abl ASSESSORS MAP NO. 155 Joseph and Jenine Marshall OWNER ASSESSORS LOT NO .009 195 Willow Street' West Barnstable Ma 508-362-3509 HOME ADDRESS I. . '_........ . ..:... TEL N.O. AGENT OR.CONTRAcron Mark Marjuac&io.Architect . 19 Scoriset Circle, Sandwich, MA 02563 508420-0822 ADDRESS TEL NO. This application is for exemption of,proposed exterior construction orti.the ground_than' �• tt l It uw7i.not be:visible frortt.artiy way ce au6lc plate. ❑ I21 It io within a category dectatsd entitled m exunption by Did King's Highway Repiortal,HistorK OistrietCommisslon: (Chedc>applicable box) PROPOSED WORK: Dascribe and furnish plan,of proposed work,showing location onaot,W4,if an additiorils Involved,show- ingr location of existing building. Work consists of relocation of existing interior spaces, new second floor bathroom,new second floor shingled roof dormer on the back portion of the house, which will not be visible from the street. I EF EO ARC���T �k. �Q,.MARiyq Fo . oV 10, No.7878 1 y FALMOUTH, " MA �q�TN OF MPSSA SIGN As boo it lair for Oofimiitm uiie:: D V The.Cartificate.ia.haeby latd Time .: AbLt :�nVAYION By oats I - Table iLub(ee�loned) th Fosd11ae1t' . pre�etlp paeka6a tar Oae and Two-�a�!'R�aenttal BmIIdlnyp Bald�d • ~ •. �[MVM 'fieasingtCoollag �� �g Wall Floor � Fete �Pmad F,t c6mc � cilaztag 'B ��, It val Rrvalud Wu Ares�•) V-vela 4 ° 1701 to 6300 Reatlo D D Nataml 13 19 10 8 12•/a 040 3E 10 (• N°tmal . 032 30 • —19 19 Q• •i38 12l. A Oa0 13 18 3E NIA N!A • S 03E�— � 23 . 046 NIA 'NIA U • 3E 13 23 ES AFLM 1Sala 032 30 ' 19 19 10 ' Nocmal. W 3E 13'`' Zs NIA NIAorrnal R l8aJ: 032•' 19_ 23 NIA NIA Y 18a/. 0.42 3E 6 90 AFUE Z•• ISya 0,4Z 38 13 19 10 8 90 AFUZ AA 18Y• 0.36 30 19 19 10 1. ADDRESS 07 PROPERTY. 2. SQUARE FQOfAdt OF ALL MMIU.OFFMALLS;: --mac, ' 3. tgjARE FOOTAGE OF ALL'6t A2ING: ' 4. %a dLA INq AREA(#3 DWMED BY#2): 5, SELECT PACKAGE(Q--AA-see chart above): ©Ti3£R ORE-WV ENERGY RBQ�S VOLVED METHODS OF DE ARE AVAILABLE, ASK US FOR THIS INFORMATION. 8tT11rDING INSPECTOR APPROVAL: 'FSS: q-farms-f98Q3Q3z . 780 CM. J Footnotes to Table J8.2.1b: assemblies cludin sliding-glass doors, skylights, and 4 Glazing area is the ratio of the area of the glazing g basement windows if located in walls that enclose of the total didazing area macued ybe exclex uded from the U-vaIuaque doors)*to ehre ementl area,expressed as a percentage.Up to 1/a g example,3 iV of decorative glass maybe excluded from a building design with 300 if of glazing area. For examp U-va3uos in�st be tested and documented by the manufacturer in accordance with 1 After January 1, 1999, glazln8 test procedure, or taken from Table J1.3.3A. V-values are for the National Fenestration Rating Council (NFRG) P ' wholo units: center-of-glass U-values cannot be used. a R values do not assume a raised or oversized truss constr�cdon. If the insulation achieves the full Zlie.coiling. pr be substituted for R 38 Insulation thickness over the exterior waIls'without com esslon, R-30 insulatfoa may'. `^ sa3 PO4 fnsulM may ble" l tifuted'fbeR-49=insulatidn. �eiliag'R•-xal�ig -Present the-slim•o cavity- -— insulation us For ventilated bbilings, Insulating shea01iag must,bq.placed between . Inaulatlon plus Insiilatirig sheathing(if, .4.. tha conditioned space and the ventilated Portion of the roof. rise . Da not Include` 4 Wall R-values represent the sum.of the wall cavity insulation plus n R 9sh�S nt cou d'be met Enimp, exterior siding, structural sheathing,.and interior drywall.For example, mil° ats apply 'to quireme PP Y by R-19 cavity insulation OR R 13 cav'o ksall o��ong but do not apply to metal-frame consttucdon. wood-frame or masg. s(concrete,masonry,log) Ile floor requirements apply to floors over unconditi'dned spaces(such as unconditioned crawls"paces;basernants, or garages)-Floors over outside air must meet the ceiling requirements' The entire opaque portion of any individual basement wall with an average depth less than 5doorse of coonnditioned. meet the same be 'included withethe othornt*as oglazing. Basement doorsgmust.meet,the door.U-yalue requirement basdments must d_scribed in Note b. '•The R value requirements are for unheated slabs.Add an use compliance ad lRforach 3 heated osl5a s. you plan to'install more I if the building utilizes elgbtric resistance heating than one piece of heating equipment or more than one piece of cooling equipment,the egiiipment with the lowest efflcldcy must meet-or exceed the efficiency,required by the selected paekago, . ' o .. _ _ .1j;C%ae a reauirernents of the closest city or town soeTable]5.Z.1a NOTES: a)Glazing areas and -values are maximum acceptable levels.Jude structural ca p nen�e m acceptable levels. R.value requirements are for insulation only and d b)Opaque doors in the building envelope must have a U-value no greater than 035.Door U-values must be tested and documented by the manufacturer is accordance with the-vNFR���procedure at door Is not aiableoor U-Yalue inc include the in Table Jl,5.3b.If a door contains glass ane taggregate glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. er than 0.3 . one door may be excluded from this requirement(I.o may I sv ace walllco Ue Konen includes two or more areas with c)If a ceiling,w4 floor,basement gall,slab-edge,of craw p component eater thin or eqaal to diff'erent•irisulatian levels,the component complies if the are the R•value requirement for that component.Glazing comPponents ted c mp y if the area-weighted Shied average U- or equal to the U-value requirement(0.35 for doors), yalue of all windows or doors is Less than 43 i Q"OAR©©� BUI4-DIIy�C,IRi/ el reuse: COMSTRUG E`GUASTI,ONS I TION StJP�R:UJS:OR:• . NL� e ,._. .. t 7 Tr:no;; 11'104' s. .._.. R. VV'ILLIAM LI:IM-T 541 IF ST — MARSTONS MILLS, Commissioner I �✓he TQammao9zurea� o�✓v!�!�� a, �, " rat , 1 �tr1 e� ratlutalcdc�Ay ��iii' i rt h l ri AIR.xi �u'Rftub's�1iul..�iandai`�Z ��t � � 1101'IFIt V P+tEN1'CrC)NTRACTOR ' r t:clore ap atiun.lrt . fiurn,t Beard of Y3'uildtng Regulation;ut�x�5�` czdari `` ``'Rtec�tstia 1a1709rJ O"c a r1�1�1�tiYfon.1'lac'Ttm.l301. rat o — / /200 }}I 1i'ustonq,i4a'02108' W�+ �iJsds WILLIAM LINia :•i:..••s.. 4 .> .. _-:.•'rim_'._.-.-�{lt�uok2i: ��— ' . I _ ROME Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Roof Beam1R1302 BC CALC®9.2 Design Report-US 1 span No cantilevers 0/12 slope Friday,January 20,2006 14:43 Build 141 File Name: BC CALC Project Job Name: MARSHALL RES Description: RB02 Address: 195 WILLOW ST Specifier: City, State,Zip:WEST BARNSTABLE , MA Designer: Customer: Company: Code reports: ESR-1040 Misc: RIDGE BEAM 1__10 12 '.-��x{ r''i w- �� �,r��.�� ���,yr*• ..M,vs �.�.�'��:,zr ;.�.r.�,�' �: - ''�:. ° �. ""�F��': v�'�'��a� �,�. .���.�� -n _o. L "K. ,.r. .. .tY 4 i � - ..V�.a44n. ✓V .'... Y-. ..�. - ba.__..2, ,e�fY$R• G.�Y. 15-00-00 BO,1-3/4" B1,1-3/4" DL 914 Ibs DL 914 Ibs SL 1406 Ibs . SL 1406 Ibs Total of Horizontal Design Spans=15-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 1150/6 133% 125% Trib. 1 Standard Load Unf.Area Left 00-00-00 15-00-00 15 psf 25 psf 07-06-00 Controls Summary Value %Allowable Duration Load Case Span Location "Disclosure Pos. Moment 8701 ft-Ibs 54.2% 115% 3 1 - Internal Completeness and accuracy of input must End Shear 2053 Ibs 28.3% 115% 3. 1 - Left be verified by anyone who would rely on Total Load Defl. U255(0.705") 70.5% 3 1 output as evidence of suitability for o particular application.Output here based on Live Load Defl. U422 (0.427 ) 56.9/o 3 1 building code-accepted design properties Max Defl. 0.705" 70.5% 3 1 and analysis methods.Installation of BOISE Span/Depth 18.9 n/a 1 engineered wood products must be in accordance with current Installation Guide Notes and applicable building codes.To obtain Installation Guide or ask questions,please Design meets Code minimum(U180)Total load deflection criteria: call(800)232-0788 before installation. Design meets Code minimum (U240) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. ALLJOBC JOIST,,B FRI M OARRO, -,B Minimum bearinglength for BO is 1-1/2". BOISE ST@,BC RIM SIMPLE FRAMING B NG g BOISE GLULAMT"',SIMPLE FRAMING Minimum bearing length for 131 is 1-1/2". SYSTEM@,VERSA-LAM@,VERSA-RIM Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ PLUS@,VERSA-RIM@, 1/2 intermediate bearing VERSA-STRAND- VERSA-STUD@ are e=0, consider drainage. trademarks of Boise Wood Products, Member Slope 9 L.L.C. Connection Diagram .{ b d —� a c+ e o a`minimum= 1-1/2"c=6-1/2" b minimum=4" d=24" e minimum= 1" Member has no side loads. Connectors are:SDS 1/4 x 3-1/2 Page 1 of 1 r • Single 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Roof Beam1RB02 BC CALC®9.2 Design Report- US 1 span No cantilevers 1 0/12 slope Friday,January 20,2006 14:43 -Build 141 File Name: BC CALC Project Job.Name:. MARS.HALL RES Description: RB02 Address: 195 WILLOW ST Specifier: City, State,Zip:WEST BARNSTABLE , MA Designer: Customer: Company: Code reports: ESR-1040 Misc: RIDGE BEAM 12 n .� ... _'�.. .., .. n> as_.�i ?° .> ...w. .ei m. ... .r..t ar.Wa'., :,rv. k. woti._..: 15-00-00 BO, 1-3/4" 131,1-3/4" DL 888 Ibs DL 888 Ibs SL 1406 Ibs SL 1406 Ibs Total of Horizontal Design Spans=15-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 1250/6 Trib. 1 --Standard Load Unf:Area Left '"00=00-00 15-00=00 15-psf •25-psf 07-06-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 8602 ft-Ibs 70.3% 115% 3 1 - Intemal Completeness and accuracy of input must End Shear 1969 lbs 43.4% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U252(0.713") 71.3% 3 1 output as evidence of suitability for particular application.Outputtiere,based'on Live Load Defl. U412 (0.437") 58.3% 3 1 building code-accepted design properties Max Defl: 0.713" 71.3% 3 1 and analysis methods.Installation of BOISE Span/Depth, 15:2, n/a` 1' engineered wood products must be in accordance with current Installation Guide Notes and applicable building codes.To obtain Installation Guide or ask questions,please ^Design meets Code minimum(U180)Total load deflection criteria. call(800)232-0788 before installation. Design.meets Code minimum(U240) Live load deflection criteria. Design meets arbitrary(I"),Maximum load deflection criteria. BC CALC®,SC FRAMER®, ALLJOIST®,BC RIM BOARD-,BCI®, Minimum bearing length for B0 is 1-3/4". BOISE GLULAM-,SIMPLE FRAMING Minimum bearing length for B1 is 1-3/4". SYSTEM®,VERSA-LAM®,VERSA-RIM Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min. end bearing+ PLUS®,VERSA=RIM®, 1/2 intermediate bearing VERSA-STRAND- VERSA-STUDS are trademarks of Boise Wood Products, Member Slope=0, consider drainage. 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NARINACCO,ARCHITECT , 195 WILLOW STREET s a b n WEST BARNSTABLE, MASSACHUSETTS ARCHITECT•PLANNER•CONSULTANT . C19 SCONSET CRC.E•SANDYACH,YA 02ia3 We 420 08 6,6 A Town of Barnstable- *Permit# Expires 6 months from issue date )RRE�S pERm1T Regulatory Services Fee ` DEC 2 O 2005 �� Thomas F.Geiler,Director 0 �� Building Division -fom OF BARNS TABLE Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Maplparcel Number Property Address Ef iesidential Value of Work /v� . dlj M//inimum_feg of$25.00 for work under$6000.00 Owner's Name&Address 0e- ljlft /�r (d I /ldLv f� - �GT' C�i✓`!� /i✓G XfL,4Wo P�0j�� Telephone Number Contractor's Name Home Improvement Contractor License#(if applicable) l.0 4e -a#(if a ff iczble) ' orkman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ the Homeowner I have Worker's Compensation Insurance �,. � Insurance Company Name J q // Workman Conv.Policy Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) Re-roof(stripping old shingles) All construction debris will be taken to Q�J � 6 ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows. U-Value (ma>irn tt►i .44) I f9 *When required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Improv t Contractors License is required. 0 . SIGNATURE: Q:For=:expmtrg Revise071405 Board of Building Regulations and Standards HOME IMf?,�I. OYEMENT CONTRACTOR • Reg! tration:_ 286 do —1OE 007 RLT CONST..INC, tlING&ROOFIN RONNIE TAYLOR = 31 MANNI CIRCLE " CENTERVILLE,MA 02362.. 9 Administrator 0 zk#,Teo=tmctim Inc. Estimate 1slandSiAW and Rgofiitg 8.7an Se6ast&n Ortive #14 DATE Sandwidr, MA 02563 9/23/2004 508.420.5243 u ww.caperoofercom NAME/ADDRESS Joe Marshall 195 Willow St. Suite 102 West Barnstable,MA 02668 PROJECT DESCRIPTION Total Reroof-Materials,Labor,Clean Up 8,400.00 Strip 2 layers existing shingles and flashings Install new dripedge and pipe flanges Install 3 ft.Water&Ice Barrier to valleys and eaves and interwoven w/skylights and chimney flashing Install Typar 30 roof underlayment to remaining roof Install 30 yr.architectural grade asphalt shingles Install ridgevent Clean up and haul away debris Optional: Strip flat asphalt roof and install rubber roof 1,500.00 PAYMM�T TERMS:Payment in full upon completion. Thank you for the opportunity to bid on this project. Total $9,900.00 All material is guaranteed to be as specified All work to be completed in a workmanlike manuer according to standard practices. Any alterations or deviations from the above specifications involving extra costs will be executed only upon written orders,and will become an extra charge over and above the estimate. All agreements contingent upon strikes,accidents,or delays beyond our control. Owners to carry fire,wind damage and other necessary insurance. RLT Construction,Inc.carries General Liability Insurance o 's Co Certificates of Insurance provided upon request f ACCEPTANCE OF PROPOSAL: The above prices,specifications,and conditions are satisfactory and hereby accepted. You are authorized to do the SIGNATURE work as specified Payment will be made as outlined above.