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HomeMy WebLinkAbout0107 POINT OF PINES AVENUE ���� � � .____ . ._. _ o . � r 0 Town of Barnstable wilding � v _ _ w a, r�xtv3rn s Post'Thwtard:So That it is Visible'From'the Street Approvetl'Plans Must be Retained on lob aril this Card Must be Kept2 Posted Until Final Inspection Has Been Made. l� rasa �� c 1 Where a Certificate of Occupancy is Required,such Building,shall Not be Occupied,until a Final Inspectiorrhas been made. e� Permit No. B-19-3808 Applicant Name: Richard Tupper Approvals Date Issued: 03/30/2020 Current Use: Structure Permit Type: Building-Insulation- Residential Expiration Date: 09/30/2020 Foundation: Location: 107 POINT OF PINES AVENUE,CENTERVILLE Map/Lot: 230-055 _ Zoning District: RD-1 Sheathing: Owner on Record: WEINTRAUB,AARON G & DOROTHY N TRS Contractor Name%,Richard S Tupper Framing: 1 Address: - 250 HAMMOND POND PKWY#1015-S Contractor License: CS=069058 2 NEWTON, MA 02467 z Est. Project Cost: $2,863.00 Chimney: t Description: Air seal home to restrict air leakage,install R-38 FG and R-30 Permit Fee: $85.00 cellulose in attic,install R-19 along basement. ills. install Fee Paid: .Insulation: . $85.00 ventilation chutes and seal and insulate the attic hatch. Final: k Date: f,F 3/30/2020 Project Review Req: n Plumbing/Gas < I Rough Plumbing: ,.Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afterissuance. All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for.public inspection for the entire duration of the Final Gas: work until the completion of the same. i 4 Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building'and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 41 1.foundation or Footing �' `� Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Q -3� Town of Barnstable *Permit# lW1-11?fly9 Expires 6 months from issue date Regulatory Services Fee — "* BAMSTABLE MAM Richard V. Scali,Director 019• QED MA'S A . Building Division if � Tom Perry,CBO,Building Commissioner 200 Main Street,Hyannis,MA 02601 S:EP 2 9 2016 www.town.barnstable.ma.us Office: 508-862-4038 FQ � Q �A1 � 1608%L9Lt.230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint A Map/parcel Number ; Property Address T(l���<�[ 6U� (� �i�Ut� Cie -yU%+1 r /V 1 / 0 0 ❑Residential Value of Work$ Q, 00 Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address Mr }-►n't trS W'e—LZ W V"V-\�D(b Contractor's Name (2nV,1,r A-lo Telephone Number i jag-210-89'71 Home Improvement Contractor License#(if applicable) aO7Y Email: (�'OWr p Rpyn p&�e Cpvrl CA Construction Supervisor's License#(if applicable)� - b n t 0 1''7 ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor . ` ❑ I am the Homeowner _ I have Worker's Compensation Insurance Insurance Company Name�� ` N��!rV t� Workman's Comp.Policy# C.C_ "s-00 — CEO(io 1 I-A 3 ~ ao V.(C }-` Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) t ❑ 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 ; ❑ Replacement Windows/doors/sliders.,U-Value (maximum.32)#of windows #of doors: ❑'Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. 'Where 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. •'A copy of the Home Improvemen Contractors License&Construction Supervisors License is r quired: SIGNATURE: Q:\WPFILES\FORMS\buildin permit rms\E)PRESS.doc; Revised 040215 04 r Town of Barwtable Regulatory Serwice& Richard V.Scab,Director Building Division Thomas Perry,CBO Building Commissioner 200 Maia Street, Hyanns,MA 02601 www.town.barnstable.ma.us Office: 508-862-4638 Fax:, 508-790-6230 - Property Owner Must Complete and Sign This Section., If Using:A Builder J ,:as Owner of the subject Y `ect to p. p hereby authoriz 6"M to act on mp behalf; in all tuatters relative to work authorized by.this building permit application for: (0Z Po vi 4-o� 'PLnoD Ate, (Address of Job) Signature of 06ner Date 6 V0-R1LA lhj Ca 0T)g14-04 I ;Vrint Name i If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the k reverse side. �^ REFERENCES: .Assessors Map: 230 Parcel: 55 ZONE: RD-1 P LOT 78 Setbacks: i Fron t:_ 30' Side: 10' 1(J Rear: 10' Q �o LOT 79 ti icy �O C� 9 350±SF tK . � �► ho 'oo- � O 14.5' Q 'V � y0D � /' 40.5' Gj OD 30.4' New Concrete LOT 80 8.2' Foundation ssR - o0 0 lob �o �� • h• h Dios 9' �jOO �0'' •�� 06 _ 10.6' - oh O - o, . ` 30.2' (NOF44a p I certify that the new Cb RICHARD �� . foundation shown hereon $ LHER.u EUX N conforms to the setback requirements of the Zoning PLOT PLAN .09 12�@ Bylaws of- the town of At 107 Point Of Pines Ave °Fess�° oQ Barnstable. ®,w,� 23 o&T p {/►/Professions Land Surveyor Date F (Centerville) NOTES: MASS, DATE:23/0CT/O7 SCALE:1"=20' 1.) The structures shown were located on the .ground o 5 10 15 20 30 40 FEET by conventional survey methods on (or between) 18/JUN/99 and 23/OCT/07. PREPARED FOR: Aaron Weintraub 2.) The property line information shown hereon was 144 Pleasant St, Unit 1 compiled .from available record information. Arlington MA 02476 3.) This plan is not for recording and is not to be PREPARED BY: CapeSurv used for construction layout or deed description purposes. 7 Parker Road Osterville MA 02655 DWG #: C348g1 FIELD BY. CWS/DWB (508) 420-3994 / 420-3995fox -` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION . 230 Map a Parcel �� Application# ���®5 Health Division Date Issued 6-7 Conservation Division __ Application Fee .O; C-) Tax Collector => Permit Fee Treasurer {^ lo14b7 Planning Dept. . . Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address /O 7 110©by OR-! 1 ue's Village Ce—WA-L k\ i Owner alP01\9 t t�?a`v`7• !`w` Address /q41 lyle dm,, - 54- Aris r+yA Telephone G L)A "07 O Permit Request Gln�e, Booir ovy Finn Ni ky %*Rkoow► EWA o-q- h1eu6p- Cowurae.* F R=WI ZvV�-o J4 L� t�oovh �gwea �.�\IA-W� w�LAyi p on 10 1 St F+ Wes- Cow.,Stfi '-aw O F—yoUs Fevw; IV Room Afe-A. Square feet: 1st floor:existing NOW— proposed l o/ 2nd floor:existing proposed Total new l o I Zoning District Flood Plain Groundwater Overlay Project Valuation CIE r Construction Type WOoG1 Aq"g. Lot Size (.;L\ 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: Pull ❑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 3 new Total Room Count(not including baths):existing `] new First Floor Room Count 7 Heat Type and Fuel: LkGas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ANo Fireplaces: Existing New Existing wood/coal stove: ❑Yes -tOMo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new�ize 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 ,Zye4iyy CO YV r%4)0 Telephone Numbers �'-�$�- �q`7,e Address ,' S ph6wW-tV!Q L, W License# C 5 Q 9 57 7 C19,Wi%4` kru e- MA Home Improvement Contractor# I�'�i!0 Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO QYV SIGNATURE AAADATE -.!"ti "0 7 ` I 4 - FOR OFFICIAL USE ONLY i r.L APPLICATION# " uLDATE ISSUED MAP/PARCEL N0. ADDRESS VILLAGE OWNER w f • DATE OF INSPECTION: FOUNDATION to W off FRAME 0 tllK��fi I INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL u F GAS: ROUGH FINAL FINAL BUILDING ` DATE CLOSED OUT - ASSOCIATION PLAN NO. �pF THE'�ti . Town of Barnstable. Regulatory Services + BARNSrABLE, bUn Thomas F.Geiler,Director plFo �° ]Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, vt"k , as Owner of the subject ro e P P riY hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application.for: . (Address of Job) 4 � Signature of Owner 5ate VO rVJy►v Print Name Q YO RM S:01UNERPERMIS S ION __ I l • ' REScheck Software Version 4.0.1 Compliance .Certificate. Project Title: Weintraub Addition/renovation Report Date:09/10/07 Data filename:C:\Program Files\Check\REScheck\Weintraub.rck Energy Code: Massachusetts Energy Code Locations: Barnstable,Mas husetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 22°/a Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor. 107 Point of Pines Jeffrey Conrad Jeffrey Conrad Centerville,MA 02632 Conrad Remodeling Conrad Remodeling 535 Phinney's Lane 535 Phinney's Lane Centerville,MA 02632 Centerville,MA 02632 508-280-8978 508-28"978 L t^W07 0=9 Mao ter•.. Roam= MUM Ceiling 1:Cathedral Ceiling(no attic): 640 30.0 0.0 22 Wall 1:Wood Frame,16"o.c.: 550 19.0 0.0 26 Window 1:Vinyl Frame:Double Pane with Low-E: 87 0,340 30 boor 1:Glass: 35 - 0.340 12 Basement Wall 1:Solid Concrete or Masonry: 101 0.0 4.0 11 Wall height:4.5 , Depth below grade:4.5' Insulation depth:4.5' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 640 30.0 0.0 21 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 REScheck Version 4.0.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 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 the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Name-Title �— nature Date Weintraub Addition/renovation Page 1 of 4 Tablet Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Wa a{°F} Up to ter Up to 1.25" 1.5"to 2.0" Over 2" Tat17 180 0.5 1.0 1.5 2.0 . 140-160 0.5 0.5 1.0 1.5 ' 100-130 0.5 0.5 0.5 '1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Slices Piping System Types Range{°F) 2"Runouts 1"and Less 1.25°to 2.0" 2.5°to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling systems Chilled Water,Refrigerant grid 40-55 0.5 0.5. 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Buitding Department Use Only) y ` Weintraub Additionlrenovation Page 4 of 4 Duct Construction: F Lj All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,are 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 not permitted. Lj The HVAC system provides a means for balancing air and water systems.' Temperature Controls: + LJ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 7ti0CMR 1310 and J4.4. Circulatlng Hot Water Systems: i Circulating hot water pipes are insulated to the levels in Table 1. . Swimming Pools: Lj All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: 0 HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. T Weintraub Addition/renovation Page 3 of 4 REScheck Software Version 4.0.1 Inspection Checklist Date:09/10/07 Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Well 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: ❑ Basement Wail 1:Solid Concrete or Masonry,4.5'ht/4.5'bg 7 4.5'insul,R-4.0 continuous Insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: • i Doors: . ❑ Door 1:Glass,U-factor.O.340 Comments: Floors: ❑ Floor 1:NI-Wood Joist/Truss.-Over Unconditioned Space,R-30.0 cavity insulation x Comments: Air Leakage: Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ When installed in the building envelope,recessed lighting tixtures#meet one of the following requirements: 1• Type IC rated,manufactured with no penetrations between the inside of the.recessed fixture and oiling cavity and seated or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the . conditioned space to the ceiling cavity.The lighting fixtu m has been tested at 75 PA or 1.57 Ib4W pressure difference and shall be labeled. Vapor Retarder: Installed on the warm4n-winter side of all non-vented framed ceilings,walls,and floors. Materials Identif'icafion; 0 Materials and equipment are identified so that compliance can be determined; ` ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,In substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Ducts are insulated per Table J4.4.7.1. Weintraub Addition/renovation Page 2 of 4 r REFERENCES: Assessors Map: 240 Parcel: 55 ZONE. .RD—I Q ' Setbacks: ��^^ �JK' Fron t: 30' p�"J✓ Side: 10' Rear: 10' o LOT 79 " 9,350fSF \ . . SQ, 14.5' 00 14.9' Metal 40.3' ti - oPost � w/F 41.7' Dwelling �\ 77 30.1' \ 7 P PLO PORCH p� X 11'-5 4») n� _ S 8.2' 37.1' �R A .` ky o `NN Of y, PLOT PLAN RICHARD` y�� R. IN LHEUREUX No.34312 P G=J W U Ve�J�/=11 L�IS9 Professional Land Surveyor llool Date DATE: 28/JUN/99 SCALE 1"=.20: '0 5 10 15 20 30 40 'FEE T NOTES 1.) The structures shown were located on the ground PREPARED FOR: by conventional survey methods on 181JUN199. ' Aaron Weintraub 26 Rockledge 2.) The property information shown hereon was Newton MA 02461 compiled from available record information and PREPARED BY: � does not represent an actual on the ground survey. C apeSury PO Box 718 Hyannis MA 02601-0718 DWG #. c3481P1 FIELD BY. RLH/RJM (508) 790-7902 / 790-7905fox r I BEAM A ROOF BEAM AT EAVE TJ-Beam 6.25 Serial Number:7005111359 User:1 8/31/2007 10:36:49 AM 2 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam@ LVL Page 1 Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:OM2 Roof Slope8M2 Overall Dimension:28' 2 _ 3 l ❑ Q 2' b 12• b. , . 74• , All dimensions are horizontal Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:T 4" Primary Load Group-Snow(psf):35.0 Live at 115%duration,20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 258.0 220.0 0 To 28' Replaces SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Upliftrrotal 1 Stud wall 3.50" 2.24" 1828/1499/0/3327 R1:Blocking 1 Ply 1 3/4"x 9 1/2"1.9E Microllam@ LVL 2 Wood column 3.50" 2.96" 4126/3633/0/7760 L5 None 3 Stud wall 3.50" 1.89" 1522/1284/0/2806 L1:Blocking 1 Ply 1 3/4"x 9 1/2"1.9E Microllam@ LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):R1:Blocking,L5,L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 4095 3638 7265 Passed(50%) Lt.end Span 2 under Snow ADJACENT span loading Moment(Ft-Lbs) -10034 -10034 13541 Passed(74%) Bearing 2 under Snow ADJACENT span loading Live Load Defl(in) 0.281 0.692 Passed(U590) MID Span 2 under Snow ALTERNATE span loading Total Load Defl(in) 0.491 0.922 Passed(U338) MID Span 2 under Snow ALTERNATE span loading -Deflection Criteria:STANDARD(LL:U240,TL:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 11'6"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 and adjacent member pattern loading. -Design assumes adequate continuous lateral support of the compression edge. 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 IBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: JEFF CONRAD Bill Rubel WEINTRAUB JOB Mid-Cape Home Centers 107 POINT OF PINES PO Box 1418 CENTERVILLE MA 465 RTE 134 South Dennis,MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright ® 2006 by Trus Joist, a-Weyerhaeuser Business -• Microllam® is a registered trademark of Trus Joist. BEAM A Budn= ROOF BEAM AT EAVE. User:1 831/2 07r10:36:49AMial Number: 005111359 2 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam@ LVL Page 2 Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 2' 1.75" ^ 11' 10.25" ^ '13' 10.00" ^ Max. Vertical Reaction Total (lbs) 3327 7760 2806 Max. Vertical Reaction Live (lbs) 1828 4126 1522 Required Bearing Length in 2.24(W) 2.96(S) 1.89(W) Max. Unbraced Length (in) 336 336 323 138 185 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) -277 793 -1495 1709 ' -1036 Max Shear at Support (lbs) -492 1007 -1709 1924 -1246 Member Reaction (lbs) 1499 3633 1246 Support Reaction (lbs) 1499 3633 1284 Moment (Ft-Lbs). 0 -528 1686 -4688 3389 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) -589 1685 -3177 3633 -2203 . Max Shear at Support (lbs) -1045 2141 -3634 4090 -2649 Member Reaction (lbs) 3187 7724 2649 Support Reaction (lbs) 3187 7724 2730 Moment (Ft-Lbs) 0 -1122 3585 -9966 7203 Live Deflection (in) -0.038 0.066 0.236 Total Deflection (in) -0.071 0.125 0.446 ALTERNATE span loading on odd # spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) -589 1129 -2445 3558 -2278 Max Shear at Support (lbs) -1045 1465 -2781 4015 -2725 Member Reaction (lbs) 2511 6795 2725 Support Reaction (lbs) 2511 6795 -2806 Moment (Ft-Lbs) 0 -1122 1875 -8920 7620 Live Deflection (in) 0.016 -0.049 0.281 Total Deflection (in) -0.017 -0.055 0.491 ALTERNATE span loading on even # spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow_ Shear at Support .(lbs) -,433 1794 -3068 2747 -1544 Max Shear at Support (lbs) -769 2251 -3524 3083 -1872 Member Reaction (lbs) 3019 6607 1872 Support Reaction (lbs) 3019 6607 1930 Moment (Ft-Lbs) 0 -825 4375 -8373 4893 Live Deflection (in) -0.073 0.126 0.075 Total Deflection (in) -0.106 0.184 0.284 PROJECT INFORMATION: OPERATOR INFORMATION: JEFF CONRAD Bill Rubel WEINTRAUB JOB Mid-Cape Home Centers 107 POINT OF PINES PO Box 1418 CENTERVILLE MA 465 RTE 134 South Dennis,MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright ® 2006 by Trus Joist, a Weyerhaeuser Business .. Microllam® is a registered-trademarkof Trus Joist. " r BEAM A /� - AWqerhamser ROOF BEAM AT EAVE User:1 8/31/2007riai 10:36:49AM005111359 2 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam@ LVL Page 3 Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADJACENT span loading over support # 1, LDF = 1.15, 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) -589 1825 -3037 2742 -1549 Max Shear at Support (lbs) -1045 2282 -3493 3078 -1877 Member Reaction (lbs) 3327 6571 1877 Support Reaction (lbs) 3327 6571 1935 Moment (Ft-Lbs) 0 -1122 4221 -8304 4919 Live Deflection (in) -0.063 0.118 0.078 Total Deflection (in) -0.097 0.175 0.287 ADJACENT span loading over support # 2, LDF = 1.15, 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) -433 1654 -3208 3638 -2198 Max Shear at Support (lbs) -769 2111 -3665 4095 -2644 Member Reaction (lbs) 2879 7760 2644 Support Reaction (lbs) 2879 7760 2725 Moment (Ft-Lbs) 0 -825 3747 -10034 7176 Live Deflection (in) -0.047 0.075 0.233 Total Deflection (in) -0.080 0.133 0.443 PROJECT INFORMATION: OPERATOR INFORMATION: JEFF CONRAD Bill Rubel WEINTRAUB JOB Mid-Cape Home Centers 107 POINT OF PINES PO Box 1418 CENTERVILLE MA . 465 RTE 134 South Dennis,MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright ®.2006 by Trus Joist, a Weyerhaeuser Business _ Micro.amo is a registered trademark ofTrus Joist. BEAM B ®�"r Yq��»;,,� RIDGE BEAM TJ-Beam 6.25 Serial Number:7005111359 User:1 8/31/2007 10:44:59 AM 3 PCs of 1 3/4" x 16" 1.9E Microllam@ LVL Page 1 Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:Oh12 Roof Slope8/12 Overall Dimension:40'2" F_ ❑; lor 25' 15'2" 1 All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 12' Primary Load Group-Snow(psf):35.0 Live at 115%duration,20.0 Dead Vertical Loads: Type Class Live Dead - Location Application Comment Uniform(plf) Snow(1.15) 420.0 360.0 0 To 4O'2" Replaces SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/UpliftlTotal 1 Stud wall 3.50" 3.72" 4383/3917/0/8300 L1:Blocking 1 Ply 1 3/4"x 16"1.9E Microllam@ LVL 2 Wood column 3.50" 5.34" 10999/10035/0/21034 L5 None 3 Stud wall 3.50" 1.65" 2251 /1440/0/3690 L1:Blocking 1 Ply 1 3/4"x 16"1.9E Microllam@ LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking,1_5 -Bearing length requirement exceeds input at support(s) 1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: - Maximum Design Control Control Location Shear(Ibs) -11870 -10682 18354 Passed(58%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) -47107 -47107 53672 Passed(88%) Bearing 2 under Snow loading Live Load Defl(in) 0.655 1.242 Passed(U455) MID Span 1 under Snow ALTERNATE span loading Total Load Defl(in) 1.214 1.656 Passed(U246) MID Span 1 under Snow ALTERNATE span loading -Deflection Criteria:STANDARD(LL:U240,TL:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 5'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. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION. JEFF CONRAD Bill Rubel WEINTRAUB JOB Mid-Cape Home Centers .107 POINT OF PINES PO Box 1418 CENTERVILLE MA' 465 RTE 134 South Dennis,MA 02660 Phone:508-398-6071 - Fax :508-398-4559 brubel@midcape.net Copyright ® 2006 by Trus Joist, a Weyerhaeuser Business - Microllam@ is a registered trademark of Trus Joist. jlf gyp/ BEAM B RIDGE BEAM User:1 8 Serial 005111359 /31/2 0710:44:59AM 3 Pcs of 1 3/4" x 16" 1.9E Microllam@ LVL Page 2 Engine Version:6.25.71 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 IBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: JEFF CONRAD Bill Rubel WEINTRAUB JOB Mid-Cape Home Centers 107 POINT OF PINES PO Box 1418 CENTERVILLE MA 465 RTE 134 South Dennis,MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright ® 2006 by Trus Joist; a Weyerhaeuser Business - - - Microllam® is.a registered trademark.of Trus Joist. BEAM B RIDGE BEAM User:1 8 Serial 005111359 /31/2 0710:44:59AM 3 Pcs of 1 3/4" x 16" 1.9E Microllam@ LVL ' Page 3 Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 24 10.00" 15' 0.00" ^ Max. Vertical Reaction Total (lbs) 8300 21034 3690 Max. Vertical Reaction Live (lbs) 4383 10999 2251 Required Bearing Length in 3.72(W) 5.34(S) 1.65(w) Max. Unbraced Length (in) 92 60 482 Loading on all spans, LDF = 0.90 1.0 Dead Shear at Support (lbs) 3294 -5096 3805 -817 Max Shear at Support (lbs) 3853 -5663 4372 -1376 Member Reaction (lbs) 3853 10035 _ 1376 Support Reaction (lbs) 3917 10035 1440 '.Moment (Ft-Lbs) 19371 -22474 2469 ' Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 6905 -10682 7976 -1712 Max Shear at Support (lbs) 8076 -11870 9164 -2884 Member Reaction (lbs) 8076 21034 2884 Support Reaction (lbs) 8210 21034 3017 Moment (Ft-Lbs) 40603 -47107 5176 Live Deflection (in) 0.612 -0.067 Total Deflection (in) 1.170 -0.127 ALTERNATE span loading on odd # spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 6994 -10592 6564 -592 Max Shear at Support (lbs) 8166 -11780 7441 -1457 Member Reaction (lbs) 8166 19222 1457 Support Reaction (lbs) 8300 19222 1552 Moment (Ft-Lbs) 41508 -44883 1789 Live Deflection (in) 0.655 -0..110 Total Deflection (in) 1.214 -0.166 ALTERNATE span loading on even # spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 5010 -7979 7304 -2385. Max Shear at Support (lbs) 5875 -8856 8492 -3556 Member Reaction (lbs) 5875 17348 3556 Support Reaction (lbs) 5970 17348 3690 Moment (Ft-Lbs) 29093 -37015 7873 Live Deflection (in) 0.263 0.049 Total Deflection (in) 0.822 0.066 PROJECT INFORMATION: OPERATOR INFORMATION: JEFF CONRAD Bill Rubel WEINTRAUB JOB Mid-Cape Home Centers 107 POINT OF PINES PO Box 1418 CENTERVILLE. MA 465 RTE 134 South Dennis,MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright ® 2006 by Trus Joist, aWeyerhaeuser Business - Microllam® is a registered trademark of. Trus Joist. ' 4n ' jlf ril/ BEAM C YA��, DOOR HEADER User:1 8//3112007f1al 10:55:39AM005111359 2 PCs of 1 3/4" x 14" 1.9E Microllam@ LVL Pagel Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:OM2 Roof Slope8M2 1❑ 2❑ 3.6" All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1' Primary Load Group-Snow(psf):35.0 Live at 115%duration,20.0 Dead - Vertical Loads: Type Class Live Dead Location Application Comment Point(lbs) Snow(1.15) 10999 10035 1'9" - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 3.50" 4.05" 5561 /5083/0/10644 L1:Blocking 1 Ply 1 3/4"x 14"1.9E Microllam@ LVL 2 Wood column 3.50" 4.05" 5561 /5083/0/10644 L1:Blocking 1 Ply 1 3/4"x 14"1.9E Microllam@ LVL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking -Bearing length requirement exceeds input at support(s) 1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 10632 -10538 10707 Passed(98%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 16743 16743 27897 Passed(60%) MID Span 1 under Snow loading Live Load Defl(in) 0.030 0.158 Passed(U999+) MID Span 1 under Snow loading Total Load Defl(in) 0.057 0.211 Passed(U663) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U240,TL:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 3'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. 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 IBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: JEFF CONRAD Bill Rubel WEINTRAUB JOB Mid-Cape Home Centers 107 POINT OF PINES PO Box 1418 CENTERVILLE MA 465 RTE 134 South Dennis,MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright ® 2006 by Trus Joist, a Weyerhaeuser Business Microllam® is registered trademark of Trus Joist. - • BEAM C ®� /� - YA B„S;nm DOOR HEADER TJ-Beam@ 6.25 Serial Nurn er:7:005111359 User:1 8/3112007 10:55:39 AM 2 Pcs of 1 3/4" x 14" 1.9E Microllam@ LVL Page 2 Engine Version:6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 3' 2.00,, ^ Max. Vertical Reaction Total (lbs) 10644 10644 Max. Vertical Reaction Live (lbs) 5561 5561 Required Bearing Length in 4.05(S) 4.05(S) Max. Unbraced Length (in) 42 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 5028 -5028 Max Shear at Support (lbs) 5077 -5077 Shear Within Span (lbs) 5018 Member Reaction (lbs) 5077 5077 Support Reaction (lbs) 5083 5083 Moment (Ft-Lbs) 7991 Loading on all spans, LDF = 1.15 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 10538 -10538 Max Shear at Support (lbs) 10632 -10632 Shear Within Span (lbs) -10517 Member Reaction (lbs) 10632 10632 Support Reaction (lbs) 10644 10644 Moment (Ft-Lbs) 16743 Live Deflection (in) 0.030 Total Deflection (in) 0.057 I PROJECT INFORMATION: OPERATOR INFORMATION: JEFF CONRAD Bill Rubel WEINTRAUB JOB Mid-Cape Home Centers 107 POINT OF PINES PO Box 1418 CENTERVILLE MA 465 RTE 134 South Dennis,MA 02660 Phone:508-398-6071 Fax :508-398-4559 brubel@midcape.net Copyright ® 2006 by Trus Joist, a Weyerhaeuser Business - Microllam® is a registered trademark of Trus Joist. - , Town of Barnstable *Permit# 60­765.S5 a- Expires 6 months from issue date Regulatory Services Fee . - - 0 Thomas F.Geiler,Director Building Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bnm table.ma.us /�Ya7t0-6230 Office: 508-862-4038 Fax: 508- EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number ® SJ— Property Address o Pb,%,o-�- Its 0, C-u P 0 [7�Residential Value of Work 2 D 0 Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address P9Y' fi- M y`S W L"',vu --� Contractor's Name Cc0 Y-0 C`FW Telephone Number�-.a-$>O-c !7 Q Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) 0), ❑Workman's Compensation Insurance Check one: X-PRESS PERMIT I am a sole proprietor ❑.Iam the Homeowner SEP - 5 2007 ❑ I have Worker's Compensation Insurance Insurance Company Name TOWN OF BARNSTABLE Workman's Comp.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 Oyv .S o i` QV w►A s—+,ar r ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders. U-Value (maximum.44) P•.1. *Where 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. A copyy�of the Ho rovemenV dori�actors Licensg s[egiiired. '`SIGNATURE: '/ ` Q:Forms:expmtrg Revise061306 ' I i OfZME,o Town of Barnstable. Regulatory Services 9 '$ Thomas F.Geller,Director 1619. 0 BuRdingDIWI ion Tom Perry, Building Commissioner 200 Main Street, Hyannis,NIA 02601 wit w.town.b arnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, (ZLI14 W as Owner of the subject property herby authorize �'��' (rynl iZ,� to act on my behalf, in all matters relative to.-work authorized bythis building permit application for: . (Address of Job) Signature of Owner Date o eon yw t N� Print Name t Q:FORMS:OwNERPERMISSION REFERENCES: Assessors Map. 240. Parcel: 55 ZONE: RD-1 Q� Setbacks: Front: 30' Side: 10' �0 j Rear: '10' QD ,. LOT 79 S OD O 9,350±SF \ st /� 14.5' �h /\K /0- /G� \ 14.9' \ �H Metal 40.3' / oPost / / WIF 41.7' / Dwelling \ / PROPOSED PORCH 8.2' , / h 37.1' �DQ JK'01 'yin PLOT PLAN RICHARD R. IN IHEUREUX O, No.34312 E,s rofessional Land Surveyor Date DATE: 281JUN199 SCALE: 1"=20' 0 5 10 15 20 30 40 FEET N 0 TES: 1.) The structures shown were located on the ground PREPARED FOR: by conventional survey methods on 18/JUN.199. Aaron Weintraub 26 Rockledge Newton MA 02461 2.) The property information shown hereon was compiled from available record information and PREPARED BY: does not represent an actual on the ground survey. PO Box 718 Hyannis MA 02601-0718 DWG #: c3481P1 FIELD BY RLH/RJM (508) 790-7902 / 790-7905fox j TOWN OF BARNSTABLE BUILDING PERMIT-APPLICATION Map o1 aD Parcel SZ, t - Permit# _ -9 q r? Health Division 9 ® `�/�' Date Issued 3� Conservation Division �Jt I . *` Fee 70 S)EPT1C SYS'I LM MUST BE A- Tax Collector I ro �°/�kINISTALLED IN COMPLIANCE 9 1�ITH TITLE 5 Treasure t ENVIR04ki14ENTAL CODE AND Planning Dept. r VZ N Date Definitive Plan Approved by Planning Board rw: Historic-OKH Preservation/Hyannis w Project Street Address 107 Point -of Pines Village Centerville Owner Aaron' & Dorie Weintraub Address 26 Rockledge Road Newton,MA Telephone (617) .,2 44—3 712 - oa .Permit Request Deck/screened—in—perch. ����Y Square feet: 1 st floor: existing 1200sgfproposed 2nd floor:existing 0 proposed Total new ' ;Estimated Project Cost $17, 000 Zoning District Flood Plain Groundwater Overlay _tConstructionType wood frame Y , Lot Size 9350 s g f t Grandfathered: ❑Yes I No If yes, attach supporting documentation. Dwelling Type: Single Family X) Two Family ❑ Multi-Family(#units) Age of Existing Structure 50 years Historic House: ❑Yes ®No On Old King's Highway: ❑Yes L3No Basement Type: W Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 1 2 n n s i f t, Number of Baths: Full: existing 2 new 0 Half: existing 0 new 0 (Number of Bedrooms: existing 3 new 0 Total Room Count(not including baths):existing 7 new First Floor Room Count 7 Heat Type and Fuel: ❑Gas »Oil ❑ Electric ❑Other Central Air: ❑Yes CR No Fireplaces: Existing i New 0 Existing wood/coal stover O Yes W No- Detached garage:❑existing ❑new size Pool:❑existing .U new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded 0 Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name Jeffrey M. Conrad Telephone Number ( 508 ) 771-8978 Address 10 Locust street License# DPS Lic . #CS 009857- Hyannis , MA 02601 Home Improvement Contractor# 124074 Worker's Compensation# TMP 1009 3 2 2 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO On—site dumpster SIGNATURE DATEW� �� �1 FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED MAP/PARCEL NO. N ADDRESS ;• VILLAGE x ` OWNER DATE OF INSPECTIONIA FOUNDATION. a _ m. _. 9 � M,„ � — ✓ 4 6 . + ., •' X "x ,. `. � }.a E.e- • lFRAME INSULATION r FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH' + -FINALI ^'t GAS: - ROUGH FINAL FINAL BUILDING �W m C DATE CLOSED OUT 0 •` '. t. r ASSOCIATION PLAN NO. - � 5 � . `' . fir. ' # , •_ . , • ,�... ,' k yb �5YR C3iRa )�caoF'�hOw> !� � .� ",.,. ,. CONRAD REMODELING 10 Locust Street Hyannis MA 02601"' m�� N V Ft,arv► _._fIEvLw ._�E' }) : _Fca�,e�.Scc�-cv�_.I ,R 1 �� � _.,vc�•�,� W� 1. ty, hol rv-�- nk- P r P06t- r�s} p, 1 0. - --_- „ CONRAD REMODELING 10 Locust Street - Hyannis MA 02601 : . r ko Sly.. a f a , n r �A .fi r e e i.. t , _ ,s 'axw e Y , r a a 4 c u ,e ,t m . . , F m�� cre•e�w va,rv�.�F.• _ _ a e 'y)'-I P�pas� eta r f. r w a s Y r xl p 3 I We Y t f 1 ` �o v o -. } . CICIL _ � = it J CONRAD REMODffL,, Y " 10 Locust Street Hyannis MA 02601 ; �Xg APro. i ; r y frovn t►v•Eec* �.0 5 PI�.•,l3L�wt i I - x • 3 . I r 1 0? 1'�otw'� Or (Ji tvE$ „ . C etivTec \E M A i i +� oU r t01 IL I I I I i I � I I � . I I Y I I I I I . I I at - ' rI{ iI II) } IfI II u ' � iI � I n I 1'II � { nip ¢ I1. III 1� II �II f I� II OJ�I I II I - . I�I I I �I II n , i I I II I i ( II BEADBOARD ALONG - I{ {{ I{ {I {{ I ! ! SLOPED CEILING {III it EXISTING BEDROOM INTERIOR F.F. EQ EQ ; TYP BAY ' ' DOOR BAY >. --- ----------...... ------------------ M ELEVATION3 4 V 2-2— 2-2— Copyrqoht 1998, Dario WoIntroub WEINYPo" RESIDENCE ELEVATION a Pon 107 POINT OF PINES PORCHAMMON `In��• owd vft Mat-- ohwMly SMOKE 08TECTORS REVIEWED � ` �L — U p GRO E REQU IRE®� N MpNOXIDE ALARMS IM 7HE UPGRADING CARGO R MUST BE INS,AttED FE COOE SgU1lDING - BL L NG DEPT. STATE BUILDING CODE REQUIRES DATE THE ENTIRE DWELLING WHEN TORS FOR ..° , -SMOKE DETEC MASSACHUSE� _ .....- ONE OR MORE SLEEPING AREA'S ARE ADDED OR CREATED' FIRE DEPARTMENT PERW IS REQUIRED FOR THE DATE A SEPARATE THE E ECG - BOTH SIGNATURES ARE REQUIRED FOR PERMITTING o INSTALLATION OF SMOKE.DETMIS REQUIREMENT C) -, O^ NOT SATISFY •` pai'MiT N JI 3 / O CD Bza}• � m t C U ' O O O.ABOVE O75 4 0` STO GE . 05 O 4 -CA .. _ ELEV:-0'.6'. Q 1 10' BASE BOARD .A NEW WINO S FAMILY A ELEV.-1'-0 uuO.•_ O ROOM N 002 ELEV:-1'-6' _ O O J Z O A ♦ O A .L�yV LL. T-0' EO EO T-0• J �-••� NOTE: - - ALIGN NEW - r:. AREA OF NEW CONSTRUCTION=105 SF 17'S - FAMILY ROOM WITH SCREENED PORCH AREA RENOVATED=500 SF INSIDE SETBACK LINE - - uj w LLI s m 0 E 'c m R/77/gnn7 S 10 PEA I WFINTPCI ICI r1 DIP 1 `\n/'1!^I IAC AITC nr,In eeTTI•Irc\n\Ac\•\rn.••n.nnn•r,n....+.....�..�.•�••� •^^^•••^ 00 � mWOMAN 11 �i�, - �,I • � � it / MENMEN PAP �I� o f - ♦ 1 1 -- I a l j�l, � i to • ��� /. mil . . /I /i Jill� (I iBE IIII ' • • QI,II� 1 • . 1 1 43'-5" Z � O , O TI N A Drawing Number Title Date...........08/22/07 ROOF PLAN A•1 .02 Scale......... 1/8 1'4' Reference Project Drawn By...DNW WEINTRAUB RENOVATION Project#.... - v T 52,. D CO VIF HOLD m p INSIDE SETBACK ao m O � C z _ D W En N ' 0 z �"� O m Cn _ O z � � m n D Cn cn -im X i * XC � Dr mn0 p Mtn ocm . ; m; � � 00 m 0 om 1 V-52'� Drawing Number Title Date ........08/22/07 ',FOUNDATION PLAN A-10 3 Scale..:..... 1/8"= 1'-0" , Reference I . Project Drawn By...DNW WEINTRAUB RENOVATION Project#..:. 1 A O N II .. .N e 1. J a3 Q p • - SUPPORT FOR "OM RIDGE ai c c' NEW EXISTING a, OVERHANG �°' mcc o. can o a 10 RAFTERS .. _+ • ..... . .. ..... OVERFRAME _ - ....... .. ....:.... AREA AREA OF AREA OF SIN , O I 04 ® Q Q. O m Z ' 2.. Q 'o w �LL a ALIGN .. - CD - f E Z Q U m t OMOA31311V1N3d\3dVO LOOZ\3wo0\en"1N19M0\S9NI113S ONV S1N3Wf1Oo0vO 13iMoO'en"-LN13M I Wd 9V9 LOOZ/ZZ/9 r 3-- in'� Z r I . �m = Z �O zcm I � . m cn z m CO -0 w CD CO Z i Nh CD 0 a, x � cn � cn M Z wi ILI EBI moCD - O N c m �t / \ M Z D N NZ N N Z e7 m z cn � >< — — — — — — _ C O N z o mp G7 � - - z El �. ., z 0 p . VOi c � n Z n N O :z N 1 C� � _ (n O Z .. p O Z Ui.* N Z n Z a 3 m.. p - - � m o A z O O .. N` _ Ln n —r Z Z G7 � O � Z r � Z , Drawing Number Title Date...........08/22/07 EIE] I FR JUNIPER ELEVATION scale ...... 1/4"_ 1'-0".: A-200 Reference Project Drawn By...DNW WEINTRAUB RENOVATION Project OMCIA31311W83dGdV3 LOOZ131Noa1enVN1N13Mo\SONI113S ONV S1143vmooavo 131Noo'8nVU1NI3M I Wd O 9 LOOZ/ZZ/9 IN i I I • I m • x N O O r N O m n z co w o �o b n CD a a 60 In Q QL i NI I co \ .. . . M Z I . x M .. Z r . -Z n CD . m D C" Z m 000 \Ln � m � I c m N Z rn Z Drawing Number Title Date...........08/22/07 POINT OF PINES ELEVATION scale...:..... 1/4"_ V-0" A-201 Reference Project Drawn By...DNW WEINTRAUB RENOVATION" Project#.... - `JMO-A31311V4H3d13dV0 LOOZOINo(iienv 11N13MO1SEJNI113S ONV S1N3Wn000\0 131800'8n"iN13M I Wd 9Z:9 LOOZIZZ/9 E I Y , I T-51 15'-2" . I o I . I I I ' m m. m oz -U z � � Cl) m r -0 CM: 0 C C.) �A 0 m I . \ / cn rn O X m Cn � I m IEEI EEI - I , IT I I - I I i I I . I . I ' Drawing Number Title Date...........08%22/07 Q SIDE YARD ELEVATION A-2 0 2` Scale,...........1/4"= 1'-0" . Reference Project Drawn By...DNW WEINTRAUB RENOVATION Project#.... o o = N - cn. z CORE-A-VENT CONTINUOUS RIDGE VENT RIDGE PER FRAMING PLANS ¢ ' EXIST ROOF E m 2x8 COLLAR TIES @16"O.C., R30 BATT INSULATION, 1x3. c i� FURRING STRIPS @ 16"O.C.'. �. o i FINISH (TYP.) `. F_ 0 .cn o a W ROOF: RAFTERS @ 16"O.C. P NE �ST' PLYWOOD YWOOD SHEATHING, .15# ROOF FELT PAPER,ARCHITECTU L ASPHALT ROOFING SHINGLES CEILING JOISTS @ 16"D.C.,-R30 BATT INSULATION; 1x3' 2x6 PLATE WITH HURRICANE TIE FURRING W/1/2"GYP. BD.AND PLASTER FINISH (TYP.) (2)2x6 TOP PLATE T _ o� PCs, ,�f'`I X L►��'� CONTINUOUS SCREEN VENT LVL BEAM. E CONTINUOUS METAL FLASHING EXIST CEILING - - - - - - - - -'- - - TOP PLATE — _ — — _ — — — GUTTER&DOWNSPOUTS, SOFFIT& e = FASCIA TO MATCH AND ALIGN WITH 3 EXISTING 1/2" GYP. BD. FINISH W/VAPOR EXIST COLUMN BEYOND BARRIER AT INTERIOR, R13 BATT o L INSULATION,VAPOR BARRIER& GWB EXTERIOR WINDOW CASING TO MATCH "' EXISTING (TYP.) BD IN 2961EXTERIOR STUD WALL, 1/2" CDX PLYWOOD SHEATHING, 15#FELT, EXIST FLOOR SYSTEM W NEW..HARDWOOD FLOOR ON 3/4" . TYVEK PAPER, AND SHINGLES: & BASEMENT` PLYWOOD SUBFLOOR CONCRETE SLA o FINISH FIRST FLOOR 1=1/4 LSL RIM JOIS - g a 2 2x6'P.T. SILL t > EXISTING CON C SLAB O. 1�' Z GRADE ANCHOR BOLT SET IN CONC. s� O W c � �, � 2" DUST CAP > o ¢ ff ''�// -- U o �-. �' o � Z c� m Q W � uromz ow &dDULLJ ai t - ,�n-�- O ZO c: co c EL 3 o , N