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0209 OLD JAIL LANE
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N�� % Mc ,,,,���:,�,��,i;',�,�,�.�,,��""", : WSAfm ---- , --a a M-00- c ;I -_"W , � , g"'At, , gi�, I - � 11� -_"T5 -�,i'�,�?,�i,�,�!"N.�,,��,:�:�'�,lf t�,,7,�, 1 x I ��'. � :, ..... ti�, L .. )).�������,i;,. 1 ,. ,. ,. ,. ,. ,. ,., 1; ;,--,, - ,� __ ,� _ _ - I� '--,--,�,�,;�-"�"""4.",�-"I� .... ..i�Lll-i.5 I,z - 1A1wr.v,L,.); ., � TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel OT- 1 Application o���N' Health Division - Date Issued-57` pip Conservation Division 491 Application Fee Planning Dept. Permit Fee 47-f' Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address IZ-0 -1 O Ct Ja-% I Villages sw e Owner ✓1 o L M c_Geh+Vd0dress 7_05 b d a If C-CA e- Telephone 7 C 13 b Permit Request cU, � I S� - Z`+. vo r`I`z°•ticO��•�R )Uc v�� h Z^ r- J Square feet: 1 st floor: existing Z proposed l 2nd floor: existing l I ;proposed K4ZTotal new O: Zoning District Flood Plain Groundwater Overlay Project Valuatior3 O Oa Construction Type Lot Size Z_Z. Ar-C r-r— Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family df Two Family ❑ Multi-Family(# units) e Age of Existing Structure i 9 Historic House: ❑Yes C(No On Old King's Highway: I Yes ❑ No Basement Type: E Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) 9 L{ D Basement Unfinished Area (sq.ft) Ll J Z. Number of Baths: Full: existing new 3 Half: existing / new Number of Bedrooms: existing I new Total Room Count (not including baths): existing 7 new First Floor Room Count Heat Type and Fuel: ❑ Gas 90iI ❑ Electric ❑Other Central Air: ❑Yes t No Fireplaces: Existing New Existing wood/coal stove: I Yes ❑ No Detached garage:-'10existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ ej ting ❑,rApw Vie_ Attached garage: -existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: -< o n Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ o. Commercial ❑Yes MrIN'o If yes, site plan review# Current Use K:es c�. �,r� o.,l Proposed Use cti riC. r� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 'PC 'cs t" Il i�..6 �. 0 ( Telephone Number 5-6 9-737- 1 Z578 Address Ry 140vk-e r5 1, License # C-3 0 9 ir(j:1 1 Y6.rm.o Jk PQ t4 M 14 02f- 75' Home Improvement Contractor# 17 5 0 0 Email lei vu%.6 c-A I Q V © Co94 Gus'7 - Ae.+ Worker's Compensation # occ S®6 ro/ Z 25'0 LOA ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 'Ex Co S - L)CK ,4 ,> SIGNATURE DATE FOR OFFICIAL.USE ONLY f - ' APPLICATION# DATE,ISSUED T MAP/PARCEL NO. ADDRESS * VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME s INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL 4 GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED,OUT i ASSOCIATION PLAN NO. 4 PROJECT f NAME: + �i�r�T' ( .,/�c� ►--►-, ADDRESS: _ rl I PERMIT# PERMIT DATE: W i M/P: O�� LARGE ROLLED PLANS ARE INv BOXY SLOT Data entered in MAPS program on: �f BY: q/wpfiles/forms/archive y� Ian Ives and Viola MacKenthun 209 Old Jail Lane Barnstable Mass April 10, 2014 To: Thomas Perry,Town of Barnstable Building Commissioner We, Ian Ives and Viola MacKenthun, have retained AP Kimball Construction to remodel our home at 209 Old Jail Lane in Barnstable Mass We authorize Peter Kimball to act as our agent and to secure the necessary permits for construction. Signed by, ftq -fan,lves Viola Ma 'enthun i CONSULTING STRUCTURAL ENGINEER, INC. 53 Knox Trail, Suite 201, 978-461-6100 Acton, MA 01720 www.Gse-ma.com May 6, 2014 Richard P. Fenuccio Principal Brown, Lindquist, Fenuccio & Raber-, Architects, Inc. 203 Willow Street- Suite A Yarmouthport, MA 02675 rick(dcapearchitects.com RE: Structural Review . Mackentun/Ives Residence 209 Old Jail Lane, Barnstable, MA Dear Mr. Fenuccio: Consulting Structural Engineer Inc. (CSE) is pleased to submit this letter and attached documentation confirming our review of the addition to the single family residence at the referenced project location. We reviewed the drawings entitled Proposed Addition & Alterations to the Mackentun-Ives Residence, dated May 6, 2014 as prepared by BLF&R Architects, Inc. To the best of our knowledge and belief, the structural systems defined on the h relevant requirements referenced drawings and the attached documentation satisfy t e q of the Massachusetts State Building Code for 1&2 Family Dwellings, 8th ed. (MBSC). The attached Massachusetts Checklist for Compliance in 110 MPH high wind zone should be used to supplement the referenced drawings to define the required structural construction. Thank you for the opportunity to support you with this structural review. If you would like to discuss this project further or have any questions please feel free to contact the undersigned. Sincerely, y of P. A. :n VIALSH �f L2 SIRUCTURAL s `rs/DNAL�� Brian A. Walsh, P.E. Consulting Structural Engineer, Inc. Attachment: Massachusetts Checklist for Compliance A JYC Grote to W ood i`rm struct on in HI gq r 47nd Areap; I IO Om ph WMd At e mass chuse klI Ir Compliance(7780.CNIR 5301 2.1.t}' C`vin7l lati 1.1 SCOPE Wind Speed(3-sec:gust) : . 110 mph r+tind Exposure Categciry:.... .....::.:..:.....:. ......... ... ,....... . .. ..,..,.... <. .- :.. .;....B 4.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope'shall be considered a story) %° .stories <_2,stories Roof Pitch .......................... ...:................. (1:'rg 2) ........... ` <12;12 �.:✓ Moan Roof Height (Fig ...... r. ;ft:<-.33` � Building Width,W.. .. ..:.... .. ........ (Fig 3:j,: l ft: <80' Building Length,L (Fig 3).............. F-C.)ft <_801. . .:(Fi <3:T Building:Aspect.Ratro(LMl) g 4}:. - Norriinal Height of Tallest Opening (Fig 4 :, '5 6'8" 1.3. FRAMING CONNECTIONS General compliance with.framing connectior s Jable2j. ..,_.::...: 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 54041 if Concrete.......:................ Concrete Masonry. ..... .. . ., 2,2 ANCHORAGE TO FOUNDATION!:-' Anchor Botts imbedded or 5f8 Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general (Table.4) ...... .in, Bott Spacing.from endffoint of plate (Fig 5). d'2� in T-127 :�✓� Bolt Embedment-concrete ....,,...(Fig 5). Bolt Embedment--masonry.... .... .... it g.5 . hl in.?15 Plate Washer.:............ F. 3.1 FLOORS Floor framing Member spans checked "per 7,W Ctv1R Chapter 55} . Maximum..Floor Opening Dimension...................... (Fig 6). ... .... .., <�ft<_1.2' Full Height.Wall Studs>at Floor Openings less than 2'from Exterior£ball.(Fig 6).:.: ......r Maximum Floor Joist Setbacks; Supporting Loadbeanng Walls-or Shean{rali... (Fig 7). i It 5 d Maximum.Cantllevered Floor Joists ,r Supporting Loadbearing Walls or Shearvall .... . (Fig 8}, ft <_d Floor Bracing.at Endwalls.. ................. (Fig 9}, Floor Sh.eathin9 Type (per 780 CMR Chapter 55)..:,: > . Floor Sheathing Thickness (per 780 CMR Chapter o5� ..... r�' .im Floor Sheathing Fastening. able 2)...."? d nails at f''� in edge!.l in field 4.1 WALLS. Wall Height. �€ Loadbearing walls........,... (Fig 10 and Table 5)�,_........ .......�.. ft < 1:01 Novi-Loadbearing walls ;.,..,,.. .:_.:. (Fig 10 and Table 5).:. �ft <20' Wall Stec!Spacing (Fig, and Table 5) In 24'a:c ` VtilAl!Story Offsets "F,gs 7 8 8}:::. .. ...: ....... . .. �.. ...... 4.2 EXTERIOR WALLS3 wood studs Loadbearing..walls...... :.:.., (Table 5)..... i,91 ft� :in, L Non-Laadbearing,r,walls...................... (Table 5)....,..........................2x.fLj -. f ft 4�,:in, ; �^ Gable End Wall.Bracing' Full Height EndwalE Stu.ds...... "-'trtg 1t� WSP Attic Floor Length (Fig,11) ft>_W13 L /A Gypsum Ceiling Length(if WSP riot used);,..,. ...;..:..(Fig 11) _ _) .ft>0 gw and 2 x 4 Continuous LAterai.Brace Co, 6 f o C.:<,(Fig.1 i} „>.. :, or 1 x:3.ce1ing furring: @.16'spacing min,with 2 x 4 blocking @ 4 ft,spacing in end joist or truss.bays .tom Double Top Plate Splice Length (Fig;13 and Table v) ft . Splice Connection(no.of 16d common rails) .. . ,.,..,.(Tablir Gj ,,... ,. . . ....... A WC Guide to tPoad#:on—vtt ictioiz in Righ 'hid,4reas. 110 t iph 97nrd Zaii e . ° a sic uSeli s Checklist for Compliance 7180 CMR 3 11A.-1}' Loadbearing Wall Connections: Lateral(no.of 16d common nails) (Tables 7}.._.......:.. ..:... _....... ._:...__ Non-Loaobearing Wall Connections Lateral(no,of 16d common nai�s} (Table 8 ..,. ....:.....,.... Load Bearing Wall.:Openings trecord largest opening but check aii.openings for compliance to Table 9) Header Spans (Table g3 l� ft 0 in.<1 ' Sill Plate Spans. .. .... . ...: .... .... . :.. .,,..."Table gr.. . ,..:.. ,. . ..... —4.-ft Full Height Studs (no.of:studs) ....... ..:,., {Table 5) ....,.... •�' Non-Load Bearing:Wall Openings(record largest opening out check all:openings for compliance to Table 9) ,He Ader Spans............ .. Sill.Plate Spans (Table 9} � ft 0 in. 12° Full Height Studs(no. of studs) .......,., -Table`),......-.. e. ....... . ,< ,.:... Exterior.Wall:Sheathing to Resist Uplift and Shear Simultaneously` Minimum Building Dimenson.'W Nominal Height of Tallest Opening {,' <fi'8° tom. Sheathing Type (note 4} TA Edge Nail.Spacing {Table 1 g or rote 4 if less} T in. Field Nail Spacing-.. {Table 36) # in. . Shear Connection(m of 16d common nails)(Table 1 D},... Percent Full-Height:Sheathing (Tablelt)) ...:. 1 °lo 5%Additional Sheathing.for Wall with Opening>6`8"(Design Concepts},.: Maximum Building Dimension, L Nominal Height of Tallest eJpenng`..........:.... _<6`8" Sheathing Type _. ..... (note Edge Nail.Spacing . (Table 11 or note 4.if less) _ .. a in. t/ Field Nail.Spacing ... ......(Table 11) .min. _ Shear Connection(no.of 15d common nails){Table 11)—, ......... Percent Full-Height Sheathing ... . jablle 11 ....:.. ( 9 p } _.75re.11/5°?Additional Shedthin for Wall with O en�n >6'8` Desi n Conce is ... Wall Cladding Rated for Wind Speed?... 5.1 ROOFS Roof framing member spans checked' .....................(For Rafters use AWC Span Tool,see BBRS Website) Roaf:Overhang (Figure:19):.. t ft<smaller of'2 or U Truss or Rafter Connections:at Loadbearing Walls Proprietary Connectors Uplift........> , (Table 12)................... U= plf Lateral ......:. (Table 12} .............,.. . ....... L= pif Shear {Table 12} S= 7 pif s Ridge Strap;Connections, if collar ties not::sed per page'21,. jatile 13) ,,,.., .>. ...T=_ 3f� Of � .Gable Raise Outlooker .......................(Figure.20)..........:.._j2 ft<smaller of 2'or Lt2 Truss or.Rafter Connections at Non-Loadbearing.Walls Proprietary Connectors Uplift:, (Table 14j,.,.:. IA �. i J _1 �.. tU. Lateral (no of 16d common nai,$) �;abie 14),.... i ��;lb. A Roof Sheathing Type ..:. tiler 780 CMR Chap+ers 58 and 59j ..... Roof Sheathing:Thickness .... .... , ^'�` rn a 716.'NSP Roof Sheathing Fastening .... (Table 2).................... �' ..,.., .f, '� � ., " ° Nates'. 1. Thi.s checklist sha11 be met in its:entirety,.excluding the specific exception noted in 2.to complywith the requirements.of 780 Clv1R 6301.2:1.1 Item 1, if the checklist is.met in its entirety then the toiio�ving metal straps and hold downs are not required per the WFCM 110 mph Guide. a, Steel Straps per Figure 5 b. 20.Gage Straps.per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e: Corner Stud Hold Downs per Figure 186 and Figure 18b 2. Exception;Opening heights.of up to 8 ft,shall be permitted when 5°t is added to the.percent full-height shea#hing requirements shorn in Tables 10 and 11, 3. The bottorn sill piateln exterior wal►s shall be a rninimurn 2 in. nominal thickness prassure treated#2-grade. AWC-Guide to WoodConstrzietion in High Whir1Areas:110111ph Witzd Zoll MaSsachusetts. Checklist for Compliance roc.N R 53 4. a. From Tables 10 and 11:and location of wail sheathing and Euilding Aspect Ratio;determine Percent Full-Height. Sheathing and N. Spacing requirements b. Wood Structural Panels shall.be minimum thickness'of 7116"and be installed as follows: i. Panels shall be installed with strength axis parallel,to studs: ii. All horizontal joints'shali occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate.: iv. On two story construction;upper panels shall be attached to the top member of the upper,double top plate and to band joist at.bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v.: Horizontal nail spacing at double top plates,band joists,and girders shall bee a double row of 8d staggered at 3 inches,on,center per figures below:vertical and.Horizontal flailing:for Panel Attachment M IBN THIS EDGE IBIS ON, FPWAM ME Sd WAAS ygq5j(sr33 1 i.' /: it i r.�F1 s, Y7 YS :c YYI 'r 1s I Z - ri 1; DOUBLE ttJ �ti 7 13 Ly 1 3 it eE � ' �14tIL$PA^vIM1iG 1. �.t PA*:F,i_ !xa Sae'Uatail or Next Page Vertical and icriza ital bailing fcr Panel A tact'men s a •�� s AWC Guide U� Wood Construction in fl�g* jVindAreds: .1.10 inph Wind Zone s j(}�ts1 i � t If "i i Z utl 'a(tx 1 FRAMING MPAWAS EDGE 3gTEP.AAEDIATF ; s R x 3-MAS � t STA6GEREO ESL RUMP" PANEL Detail L'prtical and,or z6ntal Nailing REScheck Software Version 4.5.0 Compliance Certificate Project The Mackentun-Ives Residence Energy Code: 2009 IECC Location: Barnstable, Massachusetts . Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 45 deg. from North Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 209 Old Jail Lane Brown Lindquist Fenuccio& Raber Barnstable, MA 02630 Architects, INC. 203 Willow Street, Suite A Yarmouthport, MA, MA 02675 508-362-8382 Compliance: 10.9%Better Than Code Maximum UA: 147 Your UA: 131 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies or R-V or Door UA Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 324 30.0 0.0 0.033 11 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 384 30.0 0.0 0.033 13 Wall 1: Wood Frame, 16" o.c. 248 21.0 0.0 0.057 12 Orientation: Front Window 1:Vinyl Frame:Double Pane with Low-E 15 0.250 4 Orientation: Front Window 2:Vinyl Frame:Double Pane with Low-E 15 0.250 4 Orientation: Front Window 3:Vinyl Frame:Double Pane with Low-E 5 0.250 1 Orientation: Front Wall 2: Wood Frame, 16" D.C. 411 21.0 0.0 0.057 21 Orientation: Right side Window 4:Vinyl Frame:Double Pane with Low-E 15 0.250 4 Orientation: Right side Window 5:Vinyl Frame:Double Pane with Low-E 6 0.250 2 Orientation: Right side Window 6:Vinyl Frame:Double Pane with Low-E 12 0.250 3 Orientation: Right side Window 7:Vinyl Frame:Double Pane with tow-E- 12 0.250 3 Orientation: Right side Wall 3: Wood Frame, 16" D.C. 175 21.0 0.0 0.057 8 Orientation: Back Window 8:Vinyl Frame:Double Pane with Low-E 12 0.250 3 Orientation: Back Project Title: The Mackentun-Ives Residence Report date: 05/05/14 Data filename: H:\_Current Projects\Residential\Mackentun-Ives Page 1 of 2 .Residence\Admin\Miscellaneous\Mackentun-Ives Residence.rck f • Window 9:Vinyl Frame:Double Pane with Low-E 12. 0.250 3 Orientation: Back Window 10:Vinyl Frame:Double Pane with Low-E 12 0.250 3 Orientation: Back Wall 4:Wood Frame, 16" o.c. 113 21.0 0.0 0.057 4 Orientation: Left side Door 1: Glass 40 0.250 10 Orientation: Left side Ceiling 1: Cathedral Ceiling 831 38.0 0.0 0.027 22 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 2009 IECC requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements li d in the REScheck Inspection Checklist. Naomi ie-Title �' Sig atur � Date �y n Project Title: The Mackentun-Ives Residence Report date: 05/05/14 Data filename: H:\_Current Projects\Residential\Mackentun-Ives Page 2 of 2 Residence\Admin\Miscellaneous\Mackentun-Ives Residence.rck. 2009 IECC Energy LiEfficiency Certificate IMM MI. Wall 21.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.25 Door 0.25 M . . . Heating System: Cooling System: Water Heater: Name: Date: Comments •- Iv�- cca s,.�Z,o.� w.�S s:�t,.:�-:o��_-r., `fir. A��\ r� 4 APPROVED MAY 2 8 20% . t �SC Town of Barnstable r \ ( Old King's Highway Q Committee { -6,-=7, ?or c3 \ 9Z.3 `7 }—DISTANCE AS CERTIFIED I HEREBY CERTIFY THAT THE BUILDING SITE PLAN. RN ON THIS PLAN IS LOCATED ON THE UND AS SHOWN HEREON&THAT IT LOCUS: FORM TO THE ZONtNG BY LAWS OF THE OF jAj�uS.l^ �.i�L_C •ASS N CONSTRUCTED-. DATE REF: !J°WI! CA P � r�eerf g PREPAREDFOF�: CIVIL ENGINEERS• TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION i cs! I &S Map Parcel �� Application # J Health Division '"? ` � r r''` 2. 16 Date Issued Conservation Division Application Fe Planning Dept. Permit Fee e . .Date Definitive Plan Approved by Planning Board /2-- Historic - OKH _ Preservation/ Hyannis Project St re t AddressJ�1 �1 Pi Village Owner 144 I V�I Address M i61d Telephone ��— a " Permit Request I �(� 1Z� � �� �� k7AVS alb r A-7 Z2 Cl�55 C2c la�� x2 ` ve Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 3�0, 0 Construction Type l h 1W - Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family �21 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 ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name a� e-'od �i�,U Telephone Number Address %c fe"CZ�,fy G�/ License # Home Improvement Contractor# Worker's Compensation �, h �A) ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE &7/ r FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r OWNER AUTHORIZATION FORM (Owner's Name) owner of the property located at 1-Z 0 J r, L (Property Address) 14Pe , /V 4 622 630 (Property Address) i hereby authorize Ca z1IR (Subcontra r) an authorized i subcontractor for RISE Engineering, to act on my behalf to obtain a building permit and to perform work on my property. Owner's Signature i Z i Date LEC IEOVE Q SEP - 6 2012 TOWN OF BARNSTABLE CAPE COD INSULATION ? j? DFr26 AAMr • PIRSR GLASS SEAMLESS SPRAISOAM SUSPENDEA RATTS GUTTERS INSUUITwN MUNGS 1-800-696-6611 0ta Town of Barnstable Regulatory Services Building Division 200 Main St Hyannis, MA 02601 d Date: l/j+°/a�j �-- FF ( v Dear Building Inspector Please accept this Affidavit as documentation that Cape Cod Insulation, Inc. performed & completed the insulation and weatherization work at the property listed below. Cape Cod Insulation did this in accordance to the specifications listed on the building permit application. All work has been inspected by a certified Building Performance Institute (BPI) inspector. All work preformed meets or exceeds Federal & State Requirements. Provertv Owner Property Address Village If�S�;1Gs/� f /1'1QC�Qr� iG[/�, r/i°DID— I OLcI �� Xf 5 Insulation Installed: Fiberglass Cellulose R-Value Restricted Unrestricted Ceilings ( ) ( K ) (ZY) ( ) (X) Slopes ( ) ( ) ( ) ( ) ( ) Floors ( ) ( ) ( ) ( ) ( ) A#1 Walls (X ) ( ) ( l V ) ( ) (X ) Sincerely He y E C sidy J , President Cape Cod nsulation, Inc. a ;.J Town of Barnstable *Permit# Expires 6 nronths fro issue Regulatory Services Fee # L►MsTem� M"m $ Thomas F.Geiler,Director p UAK1 Building Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 / www.town.bamstable.ma us Office: 508-862-4038 Fax:508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Q Not Valid without Red X-Press Imprint Map/parcel Number 7Pro rty Address p2 0 ®( A z I Residential Value of Work t)gob Minimum flee"of$35.00 for work under$6000.00 Owner's Name&Address ©� Ui I l�J �C, Contractor's Name Telephone Number Home Improvement Q,ontractor License#(if applicab' a -P R E S S PERMIT Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance OWN of BARNSTABLE Check one: ❑ I am a sole proprietor 0 I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name 30 G i is130) (Pud1 f U 1Cl _(,L uGC.V Ti g-t v z Lw_ Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side #of doors ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: party Owner must sign Property Owner Letter of Permission. copy of the Home Improvement Contractors License&Construction Supervisors License is r r aired. SIGNATURE: C:\Users\decollik\AppD cal\Microsoft\Windows\Temporary Internet Files\Content.Wlook\DDV87AAZTMRESS.doc Revised 072110 k r' 'a Town of Barnstable Regulatory Services " IMADMABMKAM Thomas F.Geiler,Director 639 •`� Building Division � g Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: Mob, JOB LOCATION: 2rJ� 00 l�l Cam. & h1" number street village "HOMEOWNER": 1C/1/1 i s SZO 3ro Z. Y7 76 name / home phone# / work phone# CURRENT MAILING ADDRESS: `� l�// 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 and rsigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection proc ur s d regd is and that he/she will comply with said procedures and requirements. Signahm4fHo eown 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. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\DDV87AAZ\EXPRFSS.doc Revised 072110 -•r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION v _ Map e4c Parcel r`d l Permit# Hearth Division o l61 o;2 - W5 Date Issued -.72, Division Conservationi son - s o � l Fe$ Tax Collector _ 10 A14 4 a--_ Treasurer o5-,e--- /D /ice /o.z SEPTIC SYSTEM MUST Ev INSTALLED IN COMPLIANC Planning Dept. WIM TITLE 5 Date Definitive Plan Approved by Planning Board EIVIRONVENTAL CODE ANE TOWN REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address 2-D9 Village � 1C I� �► tP Owner _��Q � �� Address Telephone5�`� Permit Request \e 9_1.. yw-``, Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Valuation` _ OUD Zoning District Flood Plain Groundwater Overlay 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 Historic House: ClYes No On Old King's Highway: Yes D No Basement Type: ❑ Full ❑Crawl ❑Walkout D Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 3 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 R Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coalstove: ❑Yet 0 No Detached garage:Cl existing ❑new size Pool: ❑existing new siz Barn:❑ex ng ❑n% sizes Attached garage:O existing ❑new size Shed:❑existing ❑new size Other: ' Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ r Commercial ❑Yes '® ril- No If yes, site plan-review# Current Use Proposed Use BUILDER INFORMATION Name &,,U( Qoos Telephone Number Address \Ak C0D ) QQrj License# �1 Home Improvement Contractor# co Worker's Compensation#W C.L�OG to)2>oZ 9 ALL CONSTRUCTION DEBRIS S TI G FROM THIS PROJECT WILL BE TAKEN TO O P S>�e • t36 Aiz, � SIGNATURE DATE O11OA(k FOR OFFICIAL USE ONLY S S F PERMIT,NO DATEIISSUED r � r r MAP/PARCEL NO. ADDRESS VILLAGE fry _ OWNER E ► i DATE OF INSPECTION: FOUNDATION PC FRAME INSULATION G `r FIREPLACE ELECTRICAL: ROUGH;'" FINAL , t PLUMBING: ROUGH ` V.Z FINAL GAS: ROUGH u 1411 f • FINAL FINAL BUILDING ' ;i [ ' DATE CLOSED OUT .4 . ASSOCIATION PLAN NO. b s a. L A ' of Inc rpm �* f B arnstab le The Town. o ` BLL & Regulatory Services 16Tp• �0 Thomas F. Geiler, Director Building Division Peter F. DiMatteo,Building Commissioner 367 Main Street,Hyannis MA 02601 fice: 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: �cuv,�D �� \l0 K3 Estimated Cost' Address of work: ©�� ���`L �' 1 ss�q 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 []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 a of the owner. f i�� 2 Name OR Registration No. Date Contractor N OR Date Owner's Name Z\j OF A)AS Structural Design ApCrdvr ll - \SyC only when-,,stalled In ' ' TIt10TIly SG strict Accordance wilh WALK[R u, lanulacwrer's Inmiuction5 e CM1. T,Walker. P.E. p x No. 31376 D r r rFS lon Lrc; U 3' COPING LAYOUT 6' 3" ' �-- �`� l'�c l-J35'CORNER(lYP.) 7 o 6 I ' y'3" u'a^ 36 r6' j 3.y. PANEL LAYOUT ns a,G[E f1LLFQ /=7BPACE 7,3y3 DETAIL A trpvu m et sera win a arxa Pool Pool Area Capacity ,part uU crm wut 566 /p,000 '�° aasnaum wtnt Sq.FL Gallons ,r - ONLY EDITION POOLS TRATIVE PURPOSES R ILLUS w E ce rta THIS BROCHURE IS FO ,,,•„„•.,r TIN manufacturer makes oNy 0+ose representations which are staled N il!written war he watorner r OMWn mma lw"rUn A I representarioms,stalentents,or m "cm nude by IM dealt and/or the mneacror b prmrwl 16' X 36' GRECIA V regard any materials produced by the mar„rfacturC we a[tribulabie a VN dealer and/or the contras- for oNy.The dealer a contraclm who sets w Instafis Y"pod is an{„dependent don"dOr am not an d d,e manuhcturer.TTe cortstrvclbn methods ifuseated ere suggestions and apply f wrm wl— agent c r employee �Y/10uD"`ai --_____ Dory to normal ground Wrfdifiorfi There may be addtkx+al precaul'rona wdlor methods of c«utruction. t7/ra - 7/y.r ecru eas RC The'e,pensibi;tyistne�Wtra�t«> ,/cwr SCALE: NONE 1991 Al Q TM GV1I PpomGpid � * - VERTICAL GRID D . E . FILTERS ssoaa Hayward Pro-GridTM is a high- . � performance filter series that provides superior water clarity,efficient flow ;E and large cleaning capacity for pools 0 of all types and sizes. e_ Pro-Grid filter tanks are now molded from new and stronger PermaG lass XLTl an improved glass reinforced copolymer, P providing the ultimate in strength, �] durability,and long life. �► n®tally Pro-Grid filters also -� i 91 combine high } technology features with a service-ease" y ` design for dependable operation and i • # low maintenance. Pro-Grid filters are also available with ,I the unique SP0740DE Selecta-Flo control valve,the only filter control valve designed specifically for D.E.filters. A For the quality conscious pool owner, Pro-Grid filters are an unparalleled i a filtration value. ■DE7220Pro-Gridlm72 f.,Vertical.Grid D.E.filter with optional SP0740DESelecta-FloTM 4-position control valve. Large capacity72ft!filter,made of durable % PermaGlaSsW,can be used in both commercial and large residential applications for years of non-corrosive,trouble-free performance. Featuring �_ PermaGlassy'= � � y'" � Ole , Filter Tank Material �Ix� HAYWARD@ America's *1 Pool Water Systems Ppo-Gpid'mVertical Grid D . E . Filters Innovative Automatic Air Relief purges any trapped air automatically during filter operation. — • Screenless Internal Air Relief provides continuous air venting and eliminates clogging. ---- Improved High-Strength Filter Tank molded from new and stronger PermaG lass XL' material for extra durabiIityfordependable,corrosion-free performance. V' ' High Impact Grid Elements designed for up-flow filtration and top-down backwashingi s for maximum efficiency. 2 Self Aligned TankTop and Bottom make access to servicing grid elements fast and simple. Heavy-Duty Tamper-Proof One-Piece Clamp secu rely fastens tank top and bottom together and allows quick access to all internal components without disturbing piping or connections. Marked Short Element and Manifold provide clear guidelines for re-assembly of grid -- elements during cleaning. Inlet Diffuser Elbow distributes flow of incoming unfilteredwateru ward andevenl 9 p Y to all filter elements. _ Noryl®Bulkhead Fittings for extra strength and heat resistance. Full Size 1%"Integral Drain provides fast,100%clean out and easier flushing of tank. Union Locknuts make disassembly and reassembly of filterfrom piping fast and easy. Plumbing Versatility.Select from a wide variety of valve options for customized control of your fi ltration system,including Hayward's 2",2-position slide valve. mom . v FILTER TYPE: Vertical Grid Diatomite:24,36,48,60,72 ft2(2.2,3.3,4.4,5.5,6.6 M2). � s� FILTER TANK: Injection molded PermaGlass XLT"" o FILTER ELEMENTS. Monofilament polypropylene cover fitted over 8 curved, high-impact grids CONTROL VALVE: 1%z"or 2"6-Position Vari-FloTm 2"4-Position Selecta-FloTm 2"2-Position slide valve.May also be plumbed singularly or in series with quick-connect union couplings(less valve). PERFORMANCE RANGE: %to 3 HP(30 to 120 GPM) DIMENSIONS: DE2420—32"H x 23"W(81 cm x 58 cm) FullyAutomaticAirReliefwith double seal DE3620—34"H x 23"W(87 cm x 58 cm) eliminates the need to manually vent filter tank after system start-up and prevents backdraining DE4820—40"H x 23"W(102 cm x 58 cm) ® during pump shut-down. DE6020—46"H x 23"W(107 cm x 58 cm) DE7220—52"H x 23"W(132 cm x 58 cm) Above dimensions are for filter only.Overall width with slide valve is 30"(76 cm); overall width with either 4-or 6-position multiport valve is 33"(83 cm) rk MY+M'rW i�M� r � Model Effective Design Turnover Filtration Area Flow Rate* Gallons Kilo Liters Number ft2 m2 GPM LPM 8 Hr. 10 Hr. 8 Hr. 10 Hr. DE2420 24 2.2 48 182 23,040 28,800 87 109 t �" DE3 36 3.3 72 272 34,560 43,200 131 164 DE4820 48 4.4 96 363 46,080 57,600 174 218 DE6020 60 5.5 120 454 57,600 72,000 218 273 DE7220 72 6.6 144 545 69,120 86,400 261 327 Removable Clamp Tool makes tightening and "Determined by pump size and piping system hydraulics. 2"piping is recommended for flow rates of 90 GPM(341 LPM) loosening of clamp quick and simple,providing or more. Flow rates above 120 GPM(454 LPM)are not usually required for residential pools. easy access to filter Internals. NSF is a registered trademark of the National Sanitation Foundation J HAYWARD America's "I Pool Water Systems 1-888-HAYWARD www.haywardnet.com ©2001 Hayward Pool Products,Inc. PG01 2s f� CX `� �� , r, File number 020802-1 UNREGISTERED LAND Atfornew KIMBERLY J. LATORRACA Deed Book Pa ire Lender: Plan Book Paire Lot s Owner. DOUGLAS J.&DEBORAH J. CAMPBELL REGISTERED LAND Applicant: KIMBERLY J. LATORRACA Re .Book 39072-B Sheet Lot(s): 2 Date: 8!7/2002 Certi[cafe o Title 122398 Assessor's Ma Blk Lot Census Tract MORTGAGE INSPECTIONPLAN Scale: 209 OLD JAIL LANE, BARNSTABLE, MA Lot 3 269.65' N O tb C Lot #2 0` u 0 Lot 3 " i<209. .., a 1 1/2 Stry. m Dwelling Shed Pave NIF 243.04' Wesselhoe,t Lot 1 h N M L6� L�pD R�3g,22 OLD JAIL LANE ZONING DETERMINATION UNLESS OTHERWISE SHOWN,THE MAJOR STRUCTURES HEREIN WERE IN COMPLIANCE WITH LOCAL APPLICABLE ZONING BYLAWS IN EFFECT WHEN CONSTRUCTED OR IS EXEMPT FROM VIOLATION ENFORCEMENT IF EXISTING MORE THAN TEN YEARS.THIS PLAN IS BASED ON RECORDED DEEDS,PLANS,ASSESSOR'S MAPS AND OCCUPATION. FENCES,DRIVEWAYS,MINOR STRUCTURES,ETC.,IF SHOWN,ARE SUBJECT TO SUCH CHANGES AS AN INSTRUMENT SURVEY MAY DISCLOSE. NOTE: ACCESS TO LOCUS IS THROUGH LOT 3 TO OLD JAIL LANE. FLOOD DETERMINATION THE DWELLING SHOWN HERE DOES NOT FALL WITHIN A SPECIAL FLOOD HAZARD ZONE AS DELINEATED ON A MAP OF COMMUNITY# 250001 0003 D AS ZONE C DATED 7/2/1992 BY THE NATIONAL FLOOD INSURANCE PROGRAM. CERTIFICATION I CERTIFY TO THE ABOVE ATTORNEY,BANK 01de Stone Land Survey Co., Inc. AND THEIR TITLE INSURANCE COMPANY, 325 Bedford Street �T" OF THAT THERE ARE NO VISIBLE a��P Mess ENCROACHMENTS OR EASEMENTS EXCEPT Lakeville., MA.. .-023`46 JONN AS SHOWN AND THAT THIS PLAN WAS Tel: (800) 993-3302 o LAW ERE CE PREPARED UNDER MY IMMEDIATE Fax: (800) 993-330 pN • lOq h SUPERVISION. O GENERAL NOTES: This mortgage inspection plan was prepared for the above mentioned client as of this date d i"s now represented to be a land or property line survey. No comers were set. It cannot be used for preparing deed Ascriptions,cons r establishing fence,hedge or building lines. The land as shown hereon is based on client famished info ion and may be subject to further out-sales,taking,easements and right of way. No responsibility is extended to the land owner or occupant. It is,.not i tend d to be recorded. C�— Assessor's office(1st Floor):P + , Assessor's map and lot number Board of Health (3rd floor): ���j• SNOLL eO'v sewage Permit number�/�'t7 / r �N�3n��� L Engineering Department(3rd floor). Q��1d1N3 VF House number 5�1.�.1.L N � +yc,,�16so6 Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only " =t PaU21ts A P ,P! 00 N stable Conser�� mi�t� t O F B A R N S T A P yarn ' DING INSPECTOR �A�J UOjb il:.,:..,j iiOT'�L .�_ � :' )TQ-�'�SU.tE$ T J G S A 0 u d u V �NPAWAIITION FOR PERMITTO pewoUa-ke— iat,i 5--V0e,%A_ WS4 Vb SAQ_(Z_ TYPE OF CONSTRUCTION ix.l aAl aXlp (J� 30s/ ��e ICE 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location t"1q �� 1.. ���1� 4 tN AE;�yS� c� ` OL Proposed Use d Zoning District Fire District F Name of Owner Address Address Ui_1Jt .f�P►2 Name of Builder��{ ('d4C (� ,� A Address 41 Lf,)ee,,j S2_ LNwt_. Cetj cxQ-A(e . Name of Architect��ACa�,R�.�u Address `J{�►M� � r Number of Rooms � is A .L� �aaorr.— Foundation (b6\)e1=:D l- EWE l �-e_ n SIc�fl a v- Roofing —n D� � Exterior�So_, r, e � a't� r-----� 9 �--�+t�X Floors V ROF Interiorypsv+� g c?o_' r Heating cok2—CAR,ca Plumbing iVI&At R Fireplace "`0 Approximate Cosll1 -00 - fro Area Diagram Lo land Buildina with Dimensions Fee �flRAJ� f v :f OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Cons coon Supervisor's License �' n CAMPBELL; DOUG & DEBRA.- No 3 4 4 5 4 Permit Fore ReGarage & r r Add 2nd Floor,'/: --S •nglo- Fermi- Dw. ~ - ti ; i Location 2 0 9' Old' J a i l`t dLt n e Barnstable ti ' 'y. • r r -r ' ��'_ 44 Owner` Doiqq &JDebra i I Type of'Construction f'Frarhe% ' r a Plot "--' Lot n T" ' Permit Granted July 9 91 Date of Inspection a-1- l 119 rDate Completed— _T -• _ 4 .. �. Wit. ; . t , Q ®cti t : ► `�, 7 f t i l 1 ` I Page No. of Pages rFJOHN F. HAGERTY REPAIR & RESTORE SPECIALISTS 0x 10 v PROPOSAL SUBMITTED TO PHONE DATE - f�t�, �z 1 � a-5�0_0 �U� STREET JOB NAME t I O� 01,D Z CITY. STATE AND ZIP CODE JOB LOCATION ARCHITECT^ J DATE OF PLANS JOB PHONE We hereby submit specili ations ana estimates for: t �E S ch O-t- �',�,���6� f;6J � -�E�(�.�^�F-:�' N ,,. ➢, I� STa R� MCL�C_P, 7;�F_-D RLX-)'M A N-P I i ►eL.R d c��� �cc '�N� oZk\o 7700k G). oc�_ Pos 0 _(�_i-CICK 4;� CL A-CILk cp kop\ 00i —Roioo1�) 131, FrD) oor hereby to furnish material and labor — complete in accordance with above specifications, for the sum of: Payment to be made as follows: dollars($ ). All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices.Any alteration or deviation from above specifica• Authorized tions involving extra costs will be executed only upon written orders,and will become an Signature extra charge over and above the estimate.All agreements contingent upon strikes•accidents or delays beyond our control.Owner to carry fire,tornado and other necessary insurance. Note:This proposal may be Our workers are fully covered by Workmen's Compensation Insurance. withdrawn by us if not accepted within days. Arreptaurr of 2'A�1p8F11—The above prices. specifications and conditions are satisfactory and are hereby accepted. You are authorized Signature _ to do the work as specified.Payment will be made as outlined above. Date of Acceptance: Signature ^+- `I rnn�ttl Page No of Pages FPROPOSAL F. HAGERTY & RESTORE"SPECIALISTS ITTED TO PHONE DATE t + �' �, — 3� -mo o Ju( t9c(\ STREET I JOB NAME -p,, ` a� 0\1P �A 1i— 1POK)I. Cr�t,� C7e't S CITY. STATE AND ZIP CODE JOB LOCATION a►� a131� �\10, - ARCHITECT DATE OF PLANS JOB PHONE :AOk E op-ss�o We hereby submit s ifications and estimates for: o S1„� •�.�� �t`� .S t� A N� ���-� � New � hoc.�s� I aQS2 �fJTZO� �h�STl,�Y3� ".St P d A� \ - �..� ® v� ��=yj ��i I � t. '^^c�S�L ;E7 c_ ,;•r.. Q J 1. �7R X, a � ' i�r_- � eke► C4 4aUNy •dap w1LW > s - 1 ;'tom C.1fA5tZRSho`1SC1 J t, Ip Fro}7DSf hereby to furnish material and labor = complete in accordance with above specifications, for the sum of: Payment to be made as follows: dollars($ All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices.Any alteration or deviation from above specifics. Authorized tions involving extra costs will be executed only upon written orders,and will become an Signature extra charge over and stove the estimate.All agreements contingent upon strikes,accidents or delays beyond our control.Owner to carry fire, tornado and other necessary insurance. Note:This proposal may be Our workers are fully covered by Workmen's Compensation Insurance. withdrawn by us if not accepted within days. Arrp;1+ann! of Frnpnsal—The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized Signature to do the work as specified.Payment will be made as outlined above. Date of Acceptance: Signature - I �.IIII��1 Page No. of Pages OHN F. HAGERTY J FrREPAIR & RESTORE SPECIALISTSo i C ( R�: l PROPOSAL SUBMITTED TO PHONE pgTE STREET JOB NAME 4 � 01p CITY. STATE AND,ZIP CODE - JOB LOCATION A��2 MA • �' � �, 1Na , ARCHITECT DATE OF PLANS JOB PHONE - -�i ``�\ 3c -5S2o We hereby submits ifications nd estimates for -- VE►�" ANC ca:�y4- '�-+a� ���Z C�_�`�'"� ,_ ,. ' ANC 7 SR�c �r w'ti o+`�Z- Ccyf -A YQL%M` P- _ r c� ` t 2 uJC]b QR co-PA FOR 00j\ 14A W�� !yaul�C o` -4%,a )1 - �o�.ut�e� C�oi�� b►� ��oR S Or f ropou hereby to furnish material and labor — complete in accordance with above specifications, for the sum of: Payment to be made as follows: dollars($ All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices.Any alteration or deviation from above specifica• Authorized dons involving extra costs will be executed only upon written orders, and will become an Signature extra charge over and above the estimate.All agreements contingent upon strikes•accidents or delays beyond our control.Owner to carry fire,tornado and other necessary insurance. Note:This proposal may be Our workers are fully covered by Workmen's Compensation Insurance. withdrawn by US if not accepted within days. Arrrptnurr.of 11ropstil —The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized Signature to do the work as specified.Payment will be made as outlined above. Date of Acceptance: Signature F Page No. of Pages F. HAGERTY & RESTORE SPECIALISTS ITTED TO /� PHONE ,,((���� ^�� DATEE `Q a Th0al V1 JYJ - � 3( ` ` ` STREET JOB NAME ' n 1 A t�. (A CITY, ST E AND ZIP CODE JOB LOCATION •_ b aP.cv—�a� ARCHITECT DATE OF PLANS JOB PHONE We hereby submit spicificaliAs and estimates for — C� ate L.0 f-1 llowt%Ntg_ cot op U�P_tve C-L_ y ���C�., il-sr� �—� �c.'�� ��.� l�,��.c•�k.� `Izc,�e,��r.c.� es �5) T UNI. �`^��,�C�R:�I a`A►.�UAR RO `�L M-Bi. - L— lot FroposP hereby to furnish material and labor — complete in accordance with above specifications, for the sum of Payment to be made as tollo dollars($ ; All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices.Any alteration or deviation from above specifica• Authorized tions involving extra costs will be executed only upon written orders,and will become an Signature extra charge over and above the estimate.All agreements contingent upon strikes,accidents or delays beyond our control.Owner to carry Tire,tornado and other necessary insurance. Note:This proposal may be Our workers are fully covered by Workmen's Compensation Insurance. withdrawn by us if not accepted within days. Arreptana of f rovagal —The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized Signature to do the work as specified.Payment will be made as outlined above. Date of Acceptance: Signature 'u'• •'r'�a/.aKl . .1OHN, F. HAGERTY REPAIR & RESTORE SPECIALISTS PROPOSAL SUBMITTED TO —_ PHONE DATE STREET �—. 3U' 3 \ \ `t 111�1JOB NAME CITY• STATE AND ZIP CODE i JOB LOCATION 1 ARCHITECT �C >� DATE OF PLANS JOB PHONE We hereby submits ification and estimates for nl�4 1 � f 1 r / •F -ti SC re.c..,� - �_'-� Lti �< CUPJ S t 1`J�1v �C�T ov- "� - -- 1 P 11rap08P hereby to furnish material and labor — complete in accordance with above specifications, for the sum of: P 9ent to be ad as follow ` dollars($ All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices.Any alteration or deviation from above specifica• Authorized tions involving extra costs will be executed only upon written orders.and will become an Signature r extra charge over and above the estimate.All agreements contingent upon strikes,accidents or delays beyond our control.Owner to carry fire•tornado and other necessary insurance. 'ote:This proposal ma b Our workers are fully covered by Workmen's Compensation Insurance. withdraw y us if not accept d Within }� days. .Ar"Ptan" r�#1DBFIl—The above prices, specifications I ? and conditions are satisfact6 and dare herebyaccepted. Si n You are authorized gat re to do the work as specified.Payment will be made as outlined above. Oate of Acceptance` Signature �' Ll - . 3 .. _ �a+«M_a,:.:i+CR.�ch•+<ea 4'a:e».w_�...�piNX� i i i4 � 'ti'ir yaa ac.,�. ,f c c tz } `! T T7 K ` " a JACK HAGERTY BUILDER �� �� June�3f0;1991 MP 0A GENERAL SPEFICATIONSg DOUG AND DEB CAMPBELL . J ` V 209 OLD:-.JAIL LANE `5�vrt BARNSTABLE MA. � �^ -F GENERAL `j 4 ' v THIS RENOVATION SHALL BE CONSTRUCTED' BY JACK HAGERTY �4, BUILDERS, FOR THE CAMPBELL: S AS:'DESIGNED BY THE PLANS; a "DRAWN BY JACK HAGERTY. PERMITS ] t4 THE CONTRACTOR SHALL OBTAIN THE BUILDING.'PERMITC " AT THE OWNERS EXPENSE. Y � u. INSURANCE THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A. COPYOF HIS GENERAL LIABILITY POLICY. ' Ni DEMOLOTION . REMOVAL AND DISPOSAL OF ALL DEBRIS`?AT CONTRACT , EXPENSE. {# ROUGH FRAMING MATERIALS ALL MATERIALS SHALL BE ACCORDING TO PLANS y: 1 . EXTERIOR WALLS SHALL BE 2-4 16" 0.C 2 . ROOF RAFTERS SHALL-:!BE 2-10 16 0.0 s r 3 . 5/8 CDX PLYWOOD FOR SUB- FLOOR 4. SIDEWALL SHALL BE WHITE CEDAR SHINGLES. 5. ROOF SHINGLES SHALL BE IKO CHATEAU ASPHALT-SHINGLES� 6 .TYVEK HOUSE WRAP SHALL -BE APPLIED TO ALL :EXTERI,OR 7. EXTERIOR TRIM TO BE *2 PINE, . 8. STAIRS TO BE 2-12 STRINGERS WITH 3/4 RISERSY + TREADS WINDOWS . y ALL SHALL BE FAIRVIEW WINDOWS WITH SCREENS TO MATCH EXISTING HOUSE. EXTERIOR DOOR �h FAIRVIEW FRENCH DOOR. PLUMBING ALL PLUMBING SHALL BE DONE ACCORDING TO PLAN MASS. LICENCED PLUMBER. ELECTRICAL ALL ELECTRICAL WIRING SHALL MEET OR EXCEED Ste '* A LOCAL CODES AND PERFORMED BY MASS. LICENSED ELECTRICN IA - f 't JACK HAGERTY / BUILDER DUNE 30; zb 1991" INSULATION r ALL INSULATION SHALL MEET OR EXCEED STATE 013 LOCAI;x s f{ CODES. R-11 INSULATION IN EXTERIOR WALLS 4 —30 INSULATION.7IN CEILINGS. ac ,' sw DRYWALL 2" SHEETROCK SCREWED TO WALLS AND CEILINGS - ALL TAPED AND SANDED SMOOTH TO RECEIVE PAINT INTERIOR TRIM TO MATCH EXISTING TRIM IN HOUSE. ALL COLONIAL CASINGS . _ COLONIAL BASEBOARDS - LOUVRED CLOSET DOORS 6— PANEL PRE— HUNG PINE DOORS. (ALL STAINED "TO .MATCH EXISTI .1 PAINTING TO MATCH EXISTING( OWNERS CHOICE) ;- tn Ar `SY t a � Gte R.y J T lx�i xi— 5 Y a' r _ s z x,Y y,_ ` Gry ►.,•%,— G c ,1 J G�c�;� vti:E,S s E L_H ez,i_�=T' ;r• i�: r. Z�Cv;cgCo' � C•o _ C�.-'C-(;•�1, Tc.�, �'-��...i.� .:���.�� �.AtiaC , — . , -- 109�t --. ..... .... U ✓ COA A=' XPA/ LoG�47-/O../: '-T3AQ►.!S i c-v C. '3�.1 r sia,eeQy c&trtFY rW,-aT' rNeF evit.aly¢ �iaTis 'T1yi S C�RoPER'tti( 1S OT s,yofv�/ o:v.rNis mac.A.v is ocATaOLD 0" 7Ave& IN A -Lov0 4V1ZA%.Q; CF•eCPC.oP A.10 093 --TNb WA./ NOcBcuV 4 C'O.VFO.GA.e Tn 77WA6 TA. 727N/ti/ OF' `x•,7'_i•�•^_r?LT�,Lr:� � �`+� ��� .0f .1Hq 1'1/1.��.V GO.c./3TBC.JCTED. �f�' �„o'� ��• •. �.•. 1 � q ( �99bAP ARNE wn �e cry ir'aearir� O 9 9 �d KIAI " o OJACA t( . � #� ,' " y26o48 CMG. BaVG/•4./a�alt.C3 � /zs , ssor's map and lot number .....auao . ...... /Z,A1- 6�t,% oFTHEtO 3r� o Sewage Permit number ........... .......� .. ✓.......:.............. d � House number ............................�.Z.D.. SEP7 C SY'STE = BARNSTABLE, i { Q c 11Y. STALLED IN CO • TOWN OF BARNSTA mE TITLE 5 g�q �TAL CODE AAM BUILDING, INSPECTOR APPLICATION FOR PERMIT TO .. r........... ..............!✓..........................................1............................................ TYPE OF CONSTRUCTION .........�10.0 0..... —''':..........................................................:......... L ............................... ...,9. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according-to the` following information: Location .... --. .%.-.. ....... � 0..... `..fir.,.. ...... 5.................. L S I�D�od_F1 Proposed Use ....... ............ Zoning District gyp/ ...........Fire District • 9/9/1zA1 f���-^ (/`,v............................................. ........................�T .............................. i Name of Owner .. /. ..`'t..UJ�.....®.:...��/ j�C4d �...dress ... '4.f.�� ?/..9�s `r--................... Name of Builder ........ �?� ��----L `( ��c�',��� 17 ��v�f �1✓! �Ji Name of Architect ...lsb.�O �.. G, l�C7 D 6� -- Address .................................................................................... Number of Rooms (_(;,G Foundation ����°' ...................................................... ... ............�--�.........C. r%................................... Exterior .............Roofing ..............................S� L`l .... ..................... ........................ ... Floors 2�Uc�p v (,f!�/�L. .Interior .�<f�ZJu/�. �; .�, !yM'1 �AHeating ..................................................:..............................Plumbing ..4T/S............:.:..-..:......................:..:: Fireplace ...... .�...................... ....... ....................Approximate:Cost ��.. 00..........:... ....................._ , .... .... . .. . Definitive Plan Approved by Planning Board ------------_--------------------19________. Area ........1...... .(�.....O.O.... ...�.. Diagram of Lot and Building with Dimensions Fee ! Q;. SUBJECT TO APPROVAL OF BOARD OF.HEALTH • ��� . 3 40 OCCUPANCY'PERMITS REQUIRED FOR NEW DWELLINGS' I hereby agree to,conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ......, . .:................................................... C� lyl- Construction Supervisor's License :.. .... . .....��........... r LII� WOOD,rD. z y. 16 permit for 11 Story c . ....... Single Family Dwelling ,. .................................................... ............. f �+ 2 , l .. Location ...Lot..........................209.....Old...........Ja.............Ln...... Barnstable...............:.......:........... y. 5 ' Lindwood D. Ricker Owner Type of Construction Frame Yp - .........1/!.1 .... r.......................................................... 'Plot r.... . ......... Lot ................................ 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S z 66 PAINTED PVC CORNER BD. t- Z TO MATCH EX15TING t _ SECQTSQ-1 Oo ,0 514INGLE SIDING W/ h T - --------- ------ ---- -- --- _ 5' EXPOSURE TO MATCH - gg EXISTING, h N — ` = o m B 10° SOUARE COLUMNS g � e' E, F i = ■ W/ Ix PVC PAINTED TRIM i ® sGox+c ,EX. 'fie 2 SHINGLE SIDING W/ S° EXPOSURE TO MATCH I _—_—_—_—_—_—_—_—_ _ E! S_LL012Rp EXISTING. ---- - - _. - ----- -----------r-------- --- p 2 Z RELOCATE EX. DOOR O W L L Z~ w o w SOUTHWEST ELEVATION J SCALE: 1/4°=I'-0° rd F . Q W � � �' t - I-- z z r' LLJ c cn U O i CL o 0- ARCHITECTURAL ROOF SHINGLES TO MATCH EXISTING ICE 8 WATER SHIELD `' TI1<E. © r X X -/--I. 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