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Al , i, "jba . nib 0. 40 cc de Town of Barnstable Building BwiaaysrnmM Post This Card So Th"at it is Visible From the Street.-Approved Plans Must be Retained on Job`and this Card Must be Kept "^ Posted Until Final Inspection Has Been Made. Permit ucs° Where a Certificate of.Occupancy is Recluired;"such Building shall Not:be Occupied until a Final Inspection has been made Permit NO. B-19-2311 Applicant Name: Craig Bishop Approvals Date Issued: 07/17/2019 Current Use: Structure Permit Type: Building-.Insulation-Residential Expiration Date: 01/17/2020 Foundation: Location: 49 BACON LANE,CENTERVILLE Map/Lot: 207-019 Zoning District: RD-1 Sheathing: Owner on Record: MURPHY, PATRICIA L TRUSTEE I Contractor'Name p-.Craig P Bishop Framing: 1 Address: 49 BACON LANE Contractor':License: CS=109777 2 CENTERVILLE, MA 02632 �. ''' Est Protect Cost: $960.00 Chimney: I. , y: Description: Air Sealing, Basement sill insulation, attic damming,attic flat,attic Permit Fete: $85.00 hatch,ventilate chutes,roof vent install E _ Insulation: Fee Paid: $85.00 Project Review Req: Date: 7/17/2019 Final: r r �y Plumbing/Gas R Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized_ by this permit is commenced within six months after ssuan iCia final Plumbing: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. Rough Gas: 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 work until the completion of the same. Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the Building-and.Fire.OfficiaIIs are'provided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing _ Service: 2.Sheathing Inspection fW" 3.All Fireplaces must be inspected at the throat level before firest flue.lining is installedmm :7 Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Final: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Rough: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final_ Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth.in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: vN�� Town of Barnstable 4( ll of T Building Department Services Brian Florence,CBO saaxsrnBLZ Building Commissioner , . 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 PERMIT#�R —1 R Oct FEE: $35.00 SHED REGISTRATION SFP �r RESIDENTIAL ONLY T 9 200 square feet or less Location of shed(address) Village — Qw i U,1A-1 �- • I flu-( A I +- 4,►�`• -l4-L rs Property owner's name Telephone number tb x Size of Shed Map/Parcel# E-Mail 10 f Y U,60 hL1 4- 0 (Qy �'YYl ta•f. I v o ,Y►b 2oc� Signature U Date Hyannis Main Street Waterfront Historic District? M Old King's Highway Historic District Commission jurisdiction? h U You must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:304:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:08/6/17 t - { R,r 8S 30 SA CON 53.3s N V EXISTING - _ CONCRETE PAD !n AJ EASTIPOOL NG a ,U O 11 � V DxWELLING o w . c.� z rn 91.00 ' 99,61 DCE #12-260 PLOTPLAN . PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR-ANY OTHER USE LOCATION 49BACON LANE CENTERVILLE, MA PREPARED FOR: I SCALE : 1" = 30' DATE DECEMBER 17, .2012 PETER MCGRATH REFERENCE : ASSESSOR'S MAP 207 PARCEL 19 � '�4 REGISTRY REF: LCP 20895 A 1F MAssq�, HEREBY CERTIFY THAT THE STRUCTURE i o DANIEL SHOWN ON THIS PLAN IS LOCATED ON THE r'o A GROUND AS SHOWN HEREON. OJA>A oft 508-362--4541 j o No.40380 Z 608-3624wo v • dowacepixom O A� S do�►t capt engltstPiAg,etr: ` E civil engineel-s I'2/l�/U I I— civil ' land survemrs - - - -- _-- -------- - - 939 Maln Suer �Rre 6A) REG. LAND SURVEYOR YARMOU7MPORT MA 02675 DATE Town of Barnstable Building Post This CarddSo Thatrt isYVlsible From,the Street,_ ="A roved,.Plans Must be Beta"med on Job andthis Card Must be Kept 039. Permit ost d,UntilFinal Inspection Has Been Made ^ �_ a °iReiir, dsachBuildin" :'shall No b Occu ied until a Final Inspection has been made - WPhere a Cerkificate ofOccupancy s 9. e g t o p p Permit No. B-18-2986 Applicant Name: MURPHY, PATRICIA L TRUSTEE Ap provals Date issued: 09/11/2018 Current,Use: Structure Permit Type: Building-Shed-Residential-200 sf and under Expiration Date: 03/11/2019 Foundation: Location: 49 BACON LANE,CENTERVILLE Map/Lot 207 019 Zoning District: RD-1 Sheathing: Owner on Record: MURPHY, PATRICIA L TRUSTEE ContractorName Framing: 1 Address:. 49 BACON LANE r Contractor L tense 2 ,....� Est Pro e CENTERVILLE, MA 02632 J ct Cost: $0.00 Chimney: Description: 1OX16 Permit Fee: $35.00 Insulation: Project Review Req: Fee Paid $35.00 Date 9/11/2018 Final: 011 t Plumbing/Gas Rough Plumbing: IR Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized bythIs permit is commenced within sixmonths after issuance. Rough Gas: e g All work authorized by this permit shall conform to the approved application andrthe approved construction documentsrfor whicFi this permit has been granted. All construction,alterations and changes of use of any building and structures shalljbe in compliance with the local zorn g by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for putilrc inspection for the entire duration of the work until the completion of the same. it 2 Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the LiIdi&and Fire®ff'iaais�,Jr provided on this'permit. Service: Minimum of Five Call Inspections Required for All Construction Work . 1.Foundation or Footing M 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 Mckechnie, Robert From: Grossman, Michael <mgrossman@commfiredistrict.com> Sent: Wednesday,-November 01, 2017 3:50 PM To: Mckechnie, Robert; Lauzon,Jeffrey Cc: Shea, Sally Subject: 49 Bacon Lane Centerville Passed smoke/CO inspection on 11/1/17. Sent from my iPad F 3. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION MapOJ Parcel I Application # �; Health Division Date Issued �. Conservation Division Application Fee ' i Planning Dept. Permit Fee S?�" Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address BACo AI LAJ Village 6cN`IE�,2V/GG E Owner Address �f14-C1,A/ `N Telephone 9'57_,' Z77— 3 11 Permit Request Vulk-P 17 iG ~X Y3 i(e W1771)J QOOM lemwe-.-J') -15 ebaop!� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new 7/L/pr" Zoning District Flood Plain Groundwater Overlay --�Project Valuation RZ5 X, Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family d Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: H es ❑ No On Old King's Highway: ❑Yes A-Ko Basement Type: Full �rawl ❑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 Roc Count. ti Heat Type and Fuel: was ❑ Oil ❑ Electric ❑ Other $ Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/ dal stove:r O Yes ❑ No r� °_o Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ exsting ❑ new maize 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) r Name TOU61 fll V 41,E Telephone Number Address 12,01 BOX )Z7 H License # 5 AAAMTVNS MuA,S . MA- Q'Z-10 Home Improvement Contractor# 13 H6 Worker's Compensation # �- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN@ (_0A rw1^i � 5 tsi2wt� SIGNATURE DATE ;d ' FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED i MAP/PARCEL N0. ' }} __ r: f ADDRESS — 1" ' VILLAGE } OWNER - ,4 r _ r DATE OF INSPECTION: ' FOUNDATION S I FRAME 3vK9 vim,!(, INSULATION ® 4dZS 13 3 FIREPLACE f j ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH " FINAL GAS: ROUGH FINAL FINAL BUILDING S DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industrial Accidents. Office of Investigations ' 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plu-mbers Applicant Information Please Print Legibly Name(Business/Organimtion/IndMdi al): Ad JA /V OV Address: . Qid. n.' tf City/State/Zip:40W_5q0A-A5 411 5 Phone#: srlber-7 �� Z FD, you an employer?Check the appropriate box: Type of project(required); I am a employer with 4. [] I am a general contractor and I e�eyees(full and/or part-time).* have hired the sub-contractors 6• ❑New construction .Are a sole proprietor or partner- listed on the attached sheet. 7. [ modeling ship and have no employees These sub-contractors have g, E]Demolition working for me in any capacity. employees and have workers' [No workers' comp.insurance comp. insurance.$ 9 �g addition required.] 5. [] We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doingall work officers have exercised their 0 g pairs or additions 11. Plumbing re myself. [No workers' comp. right of exemption per MGL 12.Q Roof repairs insurance required.]t c. 152,§1(4), and we have no employees. [No workers' 13.E Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees.. Below is the policy and job site information Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the.workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment; as well as civil penalties in the form of a STOP WORK ORDER and a fine of up.to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cerOK2�R enalties of perjury that the information provided ab ve is true and correct Si ture: 1� I?ate: -h Phone#:IF -� � Z 1� ,crlosc.ly._?�,-i � 'E- - etv ue��7 e �ty or rown occ`i City or Town: PermitUcense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector. 5.Plumbing Inspector 6. Other Contpct Person. Phone#: A FYC Gtciele to Wood Constructin» in H.igh 1•Yind Areas:110 rnph Wind Zone Massachusetts Checklist for Camojiance (780 CMR 5301:a.t.l). Check Compliance. 1.1 SCOPE Wind Speed(3-sec.gust)......................................................................... ...... . ..... 110 m h Wind Exposure Category........................................ ....:-.................................:....................................... B t/• Wind Exposure Category................Engineering Required For Entire Project........................................0 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories .2 stories ✓ Roof Pitch :_......................................................(Fig 2) ... 3 '. 512:12 V Mean Roof Height .. ......(Fig 2)................................................ ft 5 33' Building With,W ............................................ ...(Fig 3)............................................... ft-5 80' ✓ Building Length,L ....................................................._.........(Flg 3)..:.............................................. - Building Aspect Ratio L/W ... .............(Fig 4).................. - Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................ A s 6'8° V 1.3 FRAMING CONNECTIONS = - General compliance with framing connections..................:.(Table 2)............................................................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete...........................: ConcreteMasonry.................................................................................................................................... 2.2 ANCHORAGE TO FOUNDATIOW-3 d 5/8'Anchor Bolts�imbedded or 518"Proprietary Mechanical Anchors as an alternative in concrete on► ;. Table . . Bolt Spacing-general .-•--•-•............. ...- (T 4i)................_:....:........._......_.��._.: •n i Bolt Spacing from endfjoint'of plate................:............(Fig 5 $ m,s 6°-12" { 9 )....................... . Bolt Embedment-concrete........................................(Fig 5)......................................:......... " in.?:7" Bolt Embedment mason ..(Fig 5). .....r.............................. tn.>-15" PlateWasher.............:................•.......:..................:......(Fig 5).............._.........I......................>3"x 3'x'/4 �- 3.1 FLOORS Floorfiraming member spans checked ...........:.:...:............(per 780 CMR Chapter 55).................:... 2' Maximum Floor Opening Dimension..... ........................ .(Fig6 ft ...._......._.._...---......... < _.. _1 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)............................... ....... Maximum Floor Joist Setbacks Supporting Loadbearing Waifs or Shearwall................(F )....:............................. ................ Wft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)........................_...._................. ft _d FloorBracingat Endwalls...................................:................(Fig 9).......:......._................................................._. Floor SheathingT ................................................(per 780 CMR Chapter 55)............:...........:.... . Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55)....................... tn. Floor Sheathing Fastening.........:........................................(Table 2).. d nails at_�in edge/ / n field 4.1 WALLS S� /,7 26 SO Wail Height �16ft 10' t.oadbearing walls..........:............................................(Fig 10 and Table 5)............._......._�_.. Non-Loadbearing walls......:.....:...................................(Fig 10 and Table 5)..........._....... eft s 20' Wall Stud Spacing ...(Fig 10 and Table 5)......::...:......./ rn. 24"o.c. 7- ............ Wall Story Offsets ...........................................................(Figs 7&8)........................................... ft s d 4.2 EXTERIOR WALLS.' Wood Studs Loadbeariag aralls.....,...... ...........................(Table$). ........................._..2x� - /eft 6•in. V Non-Loadbeadng walls.................................................(Table 5),.................. .2xj , ft f in. _ / Gable End Wall Bracing w° Full.Het ' Endwali Studs ................(Fig 10)..............:...::. ......--- WSPAttic Fhr Length. . ........................................ ,........_........._._.. ._ft a .......... (Fig 11)............:............................... 'Gypsum Ceiling Length(if ll,'(�SP not used)....................(F 11 .a ma 0. and:2 x 4 Continuous Lateral Brace @ 6 ft.o c :(Fig 11)............................................................. or 1 x 3 ceding furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 ft spacing in end joist or truss bays Double Top Plate ✓ Splice Length ........................................................(Fig 13 and Table 6).... :.... Sails)Connection(no.of 16d common nails) (Table 6)........................................ . .. ......200 P AIVC CuNe to Wood Construction is High blind Areas:il 110 iiiph Mind Zone Massachusetts Checklist for COmpl _anee(7so CNIR53o1.2.t.1)i Loadbearing Wall Connections Lateral(no.of 16d common nails).........:...............:.....(Tables 7)...................................................... Non-L-oadbearing Wall Connections Lateral(no.of 16d common nails)................................(fable 8)....................................................... 2- Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .............:........... .................... ........(Table 9)................................ ft D:in.511' Sill Plate Spans ........................................................(Table 9)................................. ft-,a in._511' V . Full Height Studs (no.of studs)....................................(Table 9)....................................................... 10- Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) / Header Spans........................ ...........:.::.....................(Table 9)...................................e ft 4. in.512' Sill Plate Spans.... .... ' able 9 f. ?ft 2 in.5 12' t/ Full Height Studs(no.of studs)....................................(Table 9)........................................................2_ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously" Minimum Building Dimension,W Nominal Height of Tallest Openfigo..........................................:....................••.............. 5 6'8-. . SheathingType..............................................(note 4)................................................. .._. Z Edge Nail Spacing able 10 or note 4 if less ......................... 3. in. Field Nail Spacing % able 10 in. Shear Connection no.of 16d common nails able 10 Percent Full-Height Sheathing...................:...(Table 10)................................ 43 ✓ 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts)............ ..... Maximum Building Dimension,L r Nominal Height of Tallest OpeningZ ... 5 6'8- Sheathing Type........ ......................... .(note 4)................................................... Ir. Edge Nail_Spacing........................................(Table 11 or note 4 if less). in. Field Nail Spacing.......................:..............:.:(Table 11)...........,..........:..:........... ....:_.... in �L Shear Connection(no.of 16d common nails)(Table 11) . Percent Full-Height Sheathing......:................(Table 11)............................................:....... '!° ✓ 51/6 Additional Sheathing for Wall with'Opening>6V(Design Concepts).................. , , Wall Cladding Ratedfor Wind Speed?...........:................................................................................................................ 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BB.RS Webske) v Roof Overhang .....................................:...........•:(Figure 19)............. 2-1 ft5 smaller of 2'or t13 Truss or Rafter Connections at Loadbearing Walls ' Proprietary Connectors Uplift.................... ........ ....(Table 12)................................... U=-g—�Cpif Lateral.............................................(Table 12).......... ..............L=�p� L Shear............................ 12)............................................S=a:Pft JL_ ..,.. ....... _ Ri a Stra Connections,if collar ties not sed per page 21...(Table 13).......... T= pIf d9 P r................... Gable Rake Outfooker.................: ...............(Figure 20 ft 5 smaller of 2'or L2' Truss or Ratter Connections at Non-Loadbearing Walls Proprietary Connectors 'Uplift (Table 14)........................:. ....U= 3121b. Lateral(no.of 16d common nails)...(Table 14).......................................L=alb. Roof Sheathing Type. .. ................................. .(per 780 CMR Chapters 58 ang,59) ........... Roof Sheathing Thickness.................................. :............................................ in.z 7/16'WS ......... Roof Sheathing Fastening......:.................................... P. .(Table 2).....................:.......:....:...................... Notes: -1: . This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR.5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. -Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 1.1. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade# 1"\VfREScheck Software Version'4.4.2 Compliance Certificate Project Title: McGrath Hardeman Residence Energy Code: 2009 IECC Location: Barnstable,Massachusetts . Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent:`. Designer/Contractor: 49 Bacon Lane Peter&Michele,McGrath&Hardeman Michael Jimerson Centerville,MA 02632 45 Bacon Lane Michael Jimerson Architecture& Centerville,MA 02632 Interiors 193 Horseshoe Lane Centerville,MA 02632 508 775-4264 majarch@comcast.net Compliance:1.1%Better Than Code Maximum UA:187 Your UA:185 The%Better or Worse Than Code index reflects how dose to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. a iit7� i MEMO, ma•�•y�� , Yti.Jm= • L'JiJCJ.�L'll - _ - Ceiling 1:Flat Ceiling or Scissor Truss 771 0.0 38.5 19 Wall 1:Wood Frame,16"D.C. 179 38.5 0.0 5 Window 3274:Wood Frame:Double Pane with Low-E 23 0.290 7 Window 3274:Wood Frame:Double Pane with Low-E 23 0.290 7 Window 3274:Wood Frame:Double Pane With Low-E 23 0.290 7 i T - Wall 2:Wood Frame,16"o.c. 436 38.5 0.0 11 Window 3234:Wood Frame:Double Pane with Low-E 21 0.290 6 Window 3234 copy 1:Wood Frame:Double Pane with Low-E 21 ° 0.290 6 -Window 3234 copy 2:Wood Frame:Double Pane with Low-E 21 0.290 6 Window 3234.copy 3:Wood Frame:Double Pane with Low-E 21 0.290 6 Window 3234 copy 4:Wood Frame:Double Pane with Low-E 21 0.290• 6 Window1634:Wood Frame:Double Pane with Low-E 12 0.290 3 Window g14646:Wood Frame:Double Pane with Low-E 21 0.290 6 Door FD6080:Glass 48 0.290 14 Wall 3:Wood Frame,16"o.c. 236 38.5 0.0 9 Window dh4028:Wood Frame:Double Pane with Low-E 14 0.290 4 Window dhti6124:Wood Frame:Double Pane with Low-E 3 ^ 0.290 1 Window dhtl6124 copy 1:Wood Frame:Double Pane with Low-E 3' 0.290 1 Window dht3012:Wood Frame:Double Pane with Low-E 3 0.290 1 Crawl 1:Solid Concrete on Masonry 304 0.8 38.5 40 Wall height:5.0' Depth below grade:4.0' , - Insulation depth:1.0'.A ' Inside below-grade depth:1.0' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 771 <38.0• 0.0 20 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 4.4.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title:McGrath Hardeman Residence j Report date:11/01/12 ` Data filename:CADocuments and Settings`tMichaeMAy Documents\McGrath&Hardeman\Reschek 49 Bacon Lane.rck Page 1 of 6 Name-Title 10 Signature Date t Project Title:McGrath Hardeman Residence Report date:11/01/12 Data filename:CADocuments and Settings\MichaeWy DocamentsWeGrathBHardeman\Reschek 49 Bacon Lane.rck Page 2 of 6 REScheck Software Version 4.4.2 lnspecto®n Checklist Ceilings: } ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.5 continuous insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-38.5 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-38.5 cavity insulation Comments: ❑ Wall 3:Wood Frame,16"o.c.,R-38.5 cavity insulation Comments: Windows: ❑ Window 3274:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3274:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type' Thermal Break? Yes No Comments: ❑ Window 3274:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3234:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3234 copy 1:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3234 copy 2:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3234 copy 3:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: Vanes , Frame Type Thermal Break? Yes No Comments: ❑ Window 3234 copy 4:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: Project Title:'McGrath Hardeman Residence Report date:11/01/12 Data filename:C:\Documents and Settings\Michaei\My Documents\McGrath&Hardeman\Reschek 49 Bacon Lane.rck Page 3 of 6 #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window1634:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window g14646:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 04028:Wood Frame:Double Pane with Low-E,U-factor.0.290 +_ For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break?. Yes No Comments: ❑ Window dht16124:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window dht16124 copy 1:Wood Frame:Double Pane with-Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: r #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window dht3012:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features #Panes Frame Type Thermal Break? Yes No ' Comments: Doors: ❑ Door FD6080:Glass,U-factor:0.290 Comments: Floors: ❑ Floor 1:All-Wood Joist/fruss:Over Unconditioned Space,R-38.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Crawl Space Walls: ❑ Crawl 1:Solid Concrete or Masonry,5.0'ht/4.0'bg/1.0'ext.insul/1.0'inside bg depth,R-0.8 cavity+R-38.5 continuous insulation Comments: Exposed earth in unvented crawl space foundations is covered with a continuous vapor retarder(less than or equal to 0.1 perm).All joints of the vapor retarder are overlapped by 6 inches and are sealed or taped with edges extending at least 6 inches up the stem wall and securely attached. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,vi eatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk ..between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed, to maintain insulation application. Wood-buming fireplaces have.gasketed doors and outdoor combustion air. Project Title:McGrath Hardeman Residence Report date: 11/01/12 . Data filename:C:\Documents and Settings\MichaeNMy Documents\McGrath&Hardeman\Reschek 49 Bacon Lane.rck Page 4 of 6 t Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation,is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. M Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. 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. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Y Duct Construction and Testing: Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are*mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions:. Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. f Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. . (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 V. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: j Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle., Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: r 0" Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial' Building Mechanical and/or Service Water Heating(Sections 503 and 504). ' Project Title:McGrath Hardeman Residence Report date: 11/01/12 Data filename:C:\Documents and.Settings\MichaeNMy Documents\McGrath&Hardeman\Reschek 49 Bacon Lane.rck Page 5 of 6 Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: r Cj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: 0 Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: ' Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface..For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: l] Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: Fl A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title:McGrath Hardeman Residence Report date: 11/01/12 Data filename:CADocuments and Settings\MichaeMAy Documents\McGrath&Hardeman\Reschek 49 Bacon Lane.rck Page 6 of 6 .200.9 D Ecc Energy a Efficiency certificate Ceiling/Roof 38.50. Wall 38.50 Floor/Foundation 38.00 Ductwork(unconditioned spaces): Womb Window 0.29 Door 0.29 NA Heating System: Cooling System: Water Heater. Name: Date: Comments: a , • , _ •. ., i. a III a i - t i Town of Barnstable Regulatory Services Thomas F.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner . 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790.6230 I Property Owner Must Complete and Sign This Section If Using A Builder A r . I A Kof t V 1/`� ,as Owner of the subject property hereby authorize DGF'\)q V to act on my behalf, in all matters relative to wor authorized by this building permit application for. - (Address of Job) 15 of c.t-�V . Signature of Owner Date MIC M Print Name If Property Owner Is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:1UsersldecallikWppDataU ocsllMicrosoftlWindawslTempoiary Intemet FileslContenLOudooklDDV87AALIEXPRESS.doc Revised 072110 - r l:TlBolas Cascade Single 1A-7/8" AJS@ 20 DeSignsftt F'IooADRil 1 span I No cantilevers 1 O1.12 slope Friday, 6ctober26 2012) SC CALCO Design Report-US 16 OCS j Repetitive I Glued&nailed construction Build 1757 File"Name: McGrath Addition Centerville ,lob Name: McGrath Description'. pesignsl1st FloQADR1 " Address: 49 Bacon LaneSpecifier: be City,State, Zip: Centerville,, Ma' Designer: Customer: Doug Mullen Company:. .Shepley Wood'Products Code reports: ESR-1144 Misc: ' .5 m w a -.r w � rs v m s v v � 5w '4�' �• �r a s �i b tl^ �r a' � s r yr � ro-• "v- � +_�• �: "MA Mk U MEM TO Y r � x $0 17-03=08 B1,6-718" Total Horizontal Product Length=17-03.06 Live Dead Snow Wind Roof Live ocs Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard toad Unf. Area(lb/ft"2) L 00-00-00" 17-03-06 40 10 16 Controls Summary. Value _ %Ailowable Duration case Location Disetosure 'Pas. Moment 2131'51ft-Ibs 52.60/0 100°Jo 1 08-05-04 Completeness and accuracy of input must" End.Reaction 563 Ibs' S5.11% 100%0 1 00-04.00 be verified by anyone who would rely,an End Shear 551 Ibs 37% 100% 1 00-02-00 Output as evidence of suitability for Total Load l 'efl. U711 (0:2$.1") 33.$% n/a:=, 1 08-05-04 particular application.Output-herebased Live Load Deft: U888(0.2251 54%' n/a 2 08-05-04• on building code-accepted design Max Deft. 0.2$"1" 2$.1% n/a 1 0$;05-04 properties and analysis_methods. Installation of BOISE engineered wood: Span/Depth 16.8 nla n/a" 03 00-00-00 products must be in accordance.with.._ current.lnstallation Guide and applicable AIIQw %Allow building codes.To obtain'Installation Ouide Bearirtg Supports Dim.(L xW) Value Support Member Material or ask'questions;please call' BO Hanger 2"x 2-1/2" 563 Ibs nla 6&1% Hanger_ �(600)232-0788 before installation: B1 Wall/Plate 64/8"x 2-1/7' 590 Ibs n/a 4$.5% Unspecified BC CALC®,BG FRAMER0,AJSTM,, ALLJOISTO,BC RIM BOARDT°",BCI(P, Notes BOISE GLULAMTm,SIMPLE FRAMING SYSTEMS,VERSA-LAMQ),VERSA-RIM Design meets Cbde minimum (U240)Total load deflection criteria. PLUS(,VERSA-RIM@, Design meets User specified(LJ480) Live load deflection criteria: VERSA=STRANDO,VERSA-STUDOare Design meets arbitrary(1")Maximum total load"deflection:criteria. trademarks•of Boise Cascade wood Calculations assume member is fully laterally braced. Products.L.L:C. Composite El value based on 112"thick Douglas Fir plywood:sheathing glued and nailed to member. o ��•p. St ca " STRUl;TMRA4. N036951. ` - - Bt?STI�u" Page 1 of 1` Boise Cascade Triple 1-314" x'7'—li4" VERSA►-LAM@) 2.0.34 Q SR` besi nskIndflooADR4, 6 spans I No cantilevers 10/12.slope Friday, October 26 201, BC CALCED Design Report--US 09.00-0:0 00 t Build 1757 File Name: McGrath Addition Centerville Job Name: McGrath Description: Designsl2nd FlooADR4 Address: 49 Bacon Lane Specifier: be City, State, Zip:Centerville, Ma.' Designer. Customer: Doug Mullen company: Shepley Wood Products Code reports: ESR-1040 Disc:; Connection Diagram . Msclasure a •r—d `Completeness,and accuracy of input musty be verified by-anyone who would rely on output as evidence of suitability for , p.Stq particularapplication.Outputherebased �, fi ,-- on building code-accepted ddsion properties and analysis methods. -- • w lnstallation of BOISE engineered wood. products,must be in,acccrdance.with �r K current',installation Guide at>d,apphcabl building codes.To obtain Installation Guide or ask�uestions, a minimum=2" c� 3-1/4'� _please�call b minimum=4" d= 1"2" `� ( OOj2 2-if7&8 before installation, e minimum=" t" BC CALCO,BC FRAMERO,AJSTM, w ALLJt719 f�,BC RIM BOARDT""- BGI0; All TrunLok screws may,be irWalled from one side o 'multiple I' VE -LAM beams. BOISE GLULAMTt",SIMPLE FRAMING All TrussLok screws may be installed,from-,one side of mhu ! Ve ,a-Lain beams. SYSTE46,VERSA-LAMS,VERSA-RIM Member has.no side loads. RLUSS,VERSA-RIMS), ConrledtorS are:.FMTSLOO5 VERSA-STRANDS,VERSR-STUCO are trademarks o'f Boise Cascade Wood' Products.L.L,C Page 2 of 2 ( )Botse'cascade Triple 1-314" x ii-7t8" VERSA=LAM® 2.0 3100"SP Designstlst FlooADR2 3 spans] Right cantilever i 0/12 slope: Friday, October 26, 2012 SC CALCO'Design Report US 11-06-00 OCS Build 1757 File Name McGrath`Addition Centerville Job Name: McGrath Description: Designstlst FloorlDR2 Address: 49 Bacon Lane Specifier: be City, State, Zip:Centerville, Ma' Designer: Customer: Doug,Mullen Company: Shepley Wood Products Code reports: ESR-1040 Misc: , n f : z 07-06-14 07400-00 01-00-00, BO,6-7/8" B1,3-1/2" B2,3-112" Total Horizontal Product Length=15-06-14 Live Dead- Snow Wind Roof Live OCs Load Summary. Tag.De6 rlptlon Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf. Area (lb/ft"2) L 00-00-00 15-06-14 40 10 11-06-00 C`OtItrOIS Summary Value %Allowable Duration Case Location D'15CiOSt#r@ Pos. Moment 2,682 ft-Ibs 8:4% 100% 2 03=06-05 Completeness and accuracy of input mush Neg. Moment -3,646 ft-Ibs= 11.4%0 100% 4 07-06-14 be verified'by anyone who wo,uld,relyon End:Shear 1,1601bs 9.'8%: 100% 2 01=06-12 output as evidence ofsuitabiliiy for Cont. Shear 1,93.6 lb:s 16.3%a 100% 4 06_Q5.04 particular application:Output here based Total Load Defl. 1I51767(0.01v"); 4.2%• n/a 2`, 03-09-11 on bu�tdingcade-accepted design Live Load Defl. 2xL/4,121 =a.00s" 5.8%o n/a 8 15.06-14 properties and analysis rnethods. (. } Installation.of BOISE e6glneo6dwoo8 Total Neg.Defl. 2xU=3,555(-U 00.7") 5,1%o n/a' 3 15.06-14 products must be in accordance with Max Defl, 0.015" 1.5% n/a 2 63.09�11 current'Installation Guide and applicable Span/Depthc 7.1 nM n/a 0 00-00-00 building;eodes..To obtain InstaIIation.Guide or ask questions,please call %Allow %Allow° (800)232-0788'bef0re installation: Bearing Supports Dim.'(LX W) Value Support Member Material BC CALC®;BC"FRAMERG,AJSTM, SO Wall/Plate 6478 x'5-1/4" 2,086 Ibs n/a 7.7% Unspecified ALLJOIST®,BC RIM BOARD'",,BGI®t B:1 Post 3-1/2":x 5-1/4 5,194Ibs n/a 37.7% Unspecified 9018E GLULAM'"^ SIMPLE FRAMING B2 -Post 37-1/2"X:5-1/4" 2,402:Ibs n/a 1,7.4%, Unspecifed SYSTEMS,,VERSA-LAMt,VERSA-RIM PLUSS,;VERSA-RIM Pi VERSA-STRAND®,VERSA,-STUDS are Notes" trademarks of Boise Cascade Wood Design,meets Cade minimum (1_1240j.Total.load deflection criteria. Products L.L.C. Design meets Code minimum(2xtJ240,) live load deflection criteria, Design meets arbitrary(1") Maximum total load deflection criteria, Calculations assume member is fully'lateral(y braced:. Fastener Manufacturer: TrussLok(1m) 13QS1'0lii i Page 1 of 2: Bolse Cascade Teiple,1-3 SO Designs.VfstF1o.dADR2' W /4" xA1 3 spans[Right cantilever[0112 slope Friday,,Oct0ber,215i*20 BC CALCO Design Report-U'S 11-06-00:QCS Build1757 File Name; McGrath Addition Centerv'HW Job Name: McGrath D6scripfion:'.DesignsN1st Floor\DR2' Address; 49 Bacoh Lane Specifier", bc City, State, Zip: Centerville, Ma' Designer, Customer: Doug:Mullen Company:' Shepley Wood Products. Code"reports ESR-1040 Misc: Connection,Diagram Disclosure 'Completeness-and accuracy of input must be verified by anyone wha would rilyory a gM output as evidence of sui,tabili.ty for particular a pol i 6atio n:,Q utp ut here,based an building properfies.an i code-accepted''deslgrf,d—analysis p- ish$-' t� h o's. rriiiallatiohW BOISE engineered wood, p Ao.301 roduc must"bdin a n,._1- ith. currerit�installation n 41 cable Ouildinstallationuide q codes.To obt, -t-' --as questions,plqase-call or'ask a minimum=2" c=7-7/6" /W (80V�32_0788 before instautl'on-. b minimum=4" d,= 12" e-mihiMUM,= I" PC QALCO,BC FRAMERS,AJSTM, ALLJQjST6,,BC RIM B QARQT11 BCIO All TrUssLok:screws,may,be.installed from one side of Itiple-ply, ERSA_ eams. BOISE GLULAMTm-SIMPLE FRAMING All TrussLok screws-may be installed from one side of mul a-Lamibeams. SY'8T M'El 0.,VERSALAMS,VERSA-RIM Member has no side loads. VERSA-RIMS, Connectors.are-:.FMTSLOO,5, VERSA-$TRANDOj VERSA­STUQ@ are Iradernarks df Solse Cascade Wood roducts L.L.C,; Page 2,6f 2 f (T)'Boise Cascade •Triple 1-3/4" x 1.1-7f8" VERSA-L.AMC) 2 0,, 100.SP 0 1g,sl2nd F100i 1QR3 8-spans I Left&Right cantilevers] 0112 slope, Friday,October 26j.1012 BC CALCO Design Report-US 05700-00 OCS Build 175..1 File Name °McGrath Addition Centerville Job Name: McGrath Description Designsl2nd FloortDR3, Address: 49 Bacon Lane Specifier,. be City, State, Zip:Centerville, Ma Designer: Customer Doug Mullen Company: Shepley Wood Products Code reports: ESR-1040 Misc. y I 1 it e .� a +s 1 +b... �+ yr s .!y,.. �' y `� '�` 1t' � v m: -•� '� �' �^ Tr s+ '� -� � o .er ®r. -w t. we � v eti- Oa7-08 06-10-08 06=10-08 06-10-08 06-.10-08 0 06-1048 0fi-10-08 00-0,1 8 B2,5-1/2" 63,5-1/2" B4,54/2" B5, 5-.172" B6,5 1/2' B7,5-1/: Total Horizontal Product Length=42-06-00 Live Dead Snow VAnd Roof Live ocs Load Summary. Tag Description Load'Type Ref._ Start End 1000% 90910 115% 160% 125% 1. ceiling Unf: Area(lb/f#"2) L 00-00-00, 42-0&00 '0 10 05=0.0=00 2 roof Unf:Area(lb/ft^2) L 00-00-00 42 06-00 15 30 05=00-0.0 Controls Summai-y Value %Allowable Duration- Case Location Dlsclosuee Pos. Moment 1,102 ft-lbs 3% 115% 11 39.00-11 Completenessand accuracyof input must. Neg. Moment -1,487 ft-lbs 4.1%a 115°l0 10 35-0.0_W beverified by anyone•who would rely pn Cont. Shear 859 lbs 6.3% 115°la 1 output as evidence of suitability,for 0 36-02-10 .-. Total Load Defl. U15,433(0.005") 1:6% n/a; 11 38=09-06 particular application.Output here based Live Load Deft: 2xL/16,068(4001?`) 1:.5.%o n/a 23 42-06-00 on buili ing code-accepted design o properties and analysis methods. Total Neg. De& 2xU-8,770(4002 ) 2-.1 la nla 11 42-06=00 installation of B01SE engineered wood Max Deft: 0.0051' 0.50/0 n/a 1.1 38-09-06 products must be in accordance with Span'/Depth 6:9 n/a nla 0 00=.00-0Q current Installation Guide'and applicable buildipg codes,"To obtain InsUlation.Gvide %Allow '10 Allow or ask ggestrons please call` Bearing SUpports Dim.(L x W) Value Support Member Material (t300)232,0788 before installation: B1 Post 5-1&'x 5-1/4 1,006 lbs n/a 4.6% Unspecified $C CALC®,BC FRAMt=RO;A 1sT^; . B2 Post 5-1/2"x 5-1/4" 21304 lbs nla 10.6%- Unspecified Ai:LJQiSTO,6C RIM BOARD'",BCI®, B3 Post 5-1/2'"x 5-1/4 2,028.Ibs n/a 9.4% UnspeClfled BQISE G.LULAMTm,SIMPLE FRAMING' B4 Post 5-1/2"x-5-1/4" 2,108 ibs nla 9.7% Unspecified SYSTEM,VERSA-LAM(b,VERSA-RIM B5 Posh 5-1/2"x 5.1/4 2,028 lbs n/a 9.4% Uns,ecified PLUS®,VERSA-RI,MS,, p VERSA-STRAND®,VERSAySTUg0 are 56 Post 5-1/2"x$-1I4" 2,304 ftl, n/a 10.6% Unspecified trademarks of Boise Cascade Wood B7 Post 5,112"x 5-1/4" 1,006 lbs n/a 4:6%, Unspecified Products'L.L.C. Notes Design meets Code minimum(l_/240)Total load:def1ecb6n criteria, Design meets Code minimum(2xL/240) Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria, Calculations assume member is fully laterally braced. Fastener Manufacturer: TrussLok(tm) ,,... 0.$T Page,1 of 2 . f (,+T)BoiseCascade. • Triple 1=314"' 11-74' VERSA-LAM® 2.D';3100 SP' C3eslgnsl2nd FlaOlrl©R3` \TJ 8 spans I Left&Right cantilevers 10112:slope 'Friday., October.26,2012 BC CALL®Design Report-US 05-00-00 OCS �f Build 1757 File,Name: McGrath Addition Centerville Job:Name: McGrath Description:'Designsl2nd Floor\DR3 Address: 49 Bacon Lane Specifier: be' City, State;Zip: Centerville, Ma' Designer. Customer: Doug Mullen Company: Shepley Wood-Products Code reports: ESR-1040 Misc: Connection Diagram __ Disclosure b d• Completeness and accuracy of input"must L' ■..� �.. " be verified by anyone who would rely on tN output as evidence of suitability for Is • •!t+ particular application.Output here based, on building-code-accepted design •.. • ��+ + properties and analysis methods. '� va Installation of BbISE engineered wood 1� cur e ttInstallatio'n Guidee in rand applidance cable s BU5f011 '6 building codes To obtain Installation Guide 9 l or ask-questions;.please call' a minimum= 21' c= 7-7/8" efore installation, b minirrtum,=4" e minimum=1" ` .. BC,CALCO,BC�FRAMERS,AJS TM, ALUbISTCb:,BC'RIM BOARDiM,BCI(W All TrussLok screws may be installed from one side.of multiple A-LAM beams. BOISE GLULAMTM,SIMPLE FRAMING All TrussLok screws may be installed from one side o ultiply ersa-Lam beams. =SYSTEMO,VERSA-LAMS VERSA-RIM Member has no side loads. M®PLUSO.,VERSA-RI ,, Connectors are: FMTSL00:5 VERSA-STRANDO,VERSA=STUDO are trademarks cif Boise Cascade wood Products L.L,C. Page 2 of,,? Solse Caseade Triple 1-3/4 x 7-1/4" VERSA-LAMO'2.0 3100 SP Des ign!SX2ndl Ploor\M 6,soans-I No cantilevers 10/12 slope. Friday, October 26., 2012- I3C CALC&Design Report-US 09-00,40 OCIIS Build 1757 File.Name: McGrath Addition Centerville Job Name: McGrath Dewiplion: Designs\2nd Floor\DR4 Address: 49 Bacon Lane Specifier: be City, State,Zip:Centerville, Ma' Designer: Customer: Doug Mullen Company: any: Shepley Wood Products Code,reports: E$R-1040 Misc: J --05.08 P 03-08-00 03-10-00 07-01-00 03-1046 03-10.M 1, BO,5-1/4" B1,5-1/4" 82,5-1/4" 83,5-1 14" Bk 5-1/4" B5,5-1/4" B6,56114" Total Horizontal Product Length 24-%00 Live Dead Snow Wind Roof Live OCS Load Summary Tag Description Load Typa Ref: .Start End, 100% '90% 116% 1 ceiling Unt Area (IbMA2) L' 0040-00 24m09-00: 0 10, 14-00-00 2 roof Unf.Area(lb/ff ) L 00-00=00 24-09-00 15 30, 14 00r00- I Controls Summary Value- 1/6 Allowable'Dikrition 'Case Location Disclosuri Pos. Moment 2,211 ft-4ba 15 36/6 1,15% 7 13-06-07 Completeness and accuracy of input'must- Neg..Moment -21779 it-lbs 116% 7 09-11'r'08, be.verified-by:anyon6*hoWould rely on End Shear 670 lbs 8.1%. i im 2 21"0846 output as evidence of spil'albility-for 115% 7 cont. Shear 21149 lbs 2560/.- 10_09_06 particular application.Output,herei based, i on building code-aiccepte'd design Total Load,Defl., L41,876(0.045") 12.8% n/a 7 13-0647 9 properties and analysis methods, Live Load Defl. L/3,44-3(0.025'1)' 1011.6%, NO 17 1,346-07 Installati.on of Batt engineered wood Total Neg, Deft: L/-17,61 1 0-,00115") 32% h1a 7 18-0442 products must be In accordance with n Max Defl. 0.046' 4.5% n/a 7 13406-07 current Installation Guide and,applicable Span/Depth, 11.7 n/a n/a- 0 00-"00-00 building codes,To-obtain Installation Guide ,or-ask,questions,please call '(800)232-0768,b'dfcire,,ihstaiiatioti, %Allow. %Allow Bearing-Supports., Dim.(L)c W), Value. Support Member Material BC CALCO;BC FRAMERO,;AJSTA BO Post 5A/44"x,5-1/4!' 790 lbs n/a 3:8% Unspecified AL,LJOISTO,�Bb RIM BOARD"';BC1&, 81 1 Post Swil/4"x 5-:1/4". 2,750 ibs n/a- 1,13% Unspecified BOISEGLULAM'11-1 SIMPLE FRAMING 82 Post 5 1 Klr x,5A/4" .2,637 lbs n/a 12.36% Unspecified SYST9M@,'VERSA-LAM®,VERSA-RIM B3 Post 6-1/4'!x:%&1/4" 4,9124 lb 23.86/a Unspecified PLUSS,VERSA-RIMO n1a VERSA-STRANDV;'VERSA-STUD0ar4 B4 Post, 5-1/4"x 5,1141' 4,881 lbs n1a 23.6% Unmecified trademark s' of f Boise Cascade Wood B5 Post 5-1/4"x 6-1/41' 2,7%lbs n/a 113.3% Unspecified Products LI.C. B16 Post 5r1/4"x 5-1/4" 1,484 lbs, n/a 7,2% Unspecified Notes Design meets Code minimum,(U240)Total toad deflection criteria. 0 nt Design meets toderninimpm;(L/36,0,)Live load deflection ceiteria,, Design meets arbitrary(I Maximum total t I 31 Oad,deflection criteria. Calculations assume member Is fully laterally,braced. Fastener Martufacturer: Trussl-ok(tm) Page 1.of.2 i - A Massachusetts -"gepartment of;Public Safety Board of Building Regulations_and Stand ard Construction Supers isor License: CS-081995 DOUGLAS W 64 M�TLLEN, fn�� 87 HICKORVII[LL CIR OSTERVIL4 MA fS2655� .Commissioner Expiration •01/23/2014• E f Officef Cadume'r Affa rs&B�iCsmesy� aL h¢onb 4 I/- - time or registration valid foC mdividu use onG�x Hf MF=14"^R6 "" E-11 CONTRAOTOR before- th expiration date If found retyrn tot {registration 1383fi8 Type OfSce:.of Consumer Affairs and Business RegulOt�on ; ' Exggatwn 3/2712013' DBA` I0 Park Plaza"=Smte S: Boston,�1IA-02116 MEW U-1L01N�G��E QQEL'!NG � DOIJ�LAS MULLEN.� `' �•+ 59 NUBBY LN « i WE6I�YARVIOUTW% c 2673 I 1 LJn�ersecretacy Not v: Wit,out signature . 3 . 4 R, 85.3 BA CO o IV LANE 153.35 . EXISTING + CONCRETE PAD (� IL - •. EXISTING U O - POOL W p Q EXISTING U U DWELLING • O Wes . SHIM U Z .� 0 1.Q0 ,.� . . 99.61 ' • DCE #12-260 PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE x LOCATION _ 49 BACON LANE CENTERVILLE,, MA _ „ PREPARED FOR: SCALE': 1 = 30 DATE DECEMBER 17, 2012 REFS_RENCE : ASSESSOR'S MAP 207 PARCEL 19 PETER MCGRATH REGISTRY REF:LCP 20895-A o SIN OF MAS HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE o DANIEL GROUND,•AS SHOWN HEREON. /off A. • dI 36 ii541 . O JALA, p Cn�-- - 4�380downcape.com O N0. w aes ea aee�a o civil •en inee)-s S RVE / -'-/and surveyors , _ - _ ' 939 Moln Street (Rte 6A) YARMOU7HPORT MA 02675 DATE REG. LAND .: SURVEYOR J ,l �r I f THE TOWN OF BARNSTABLE Tab 7AUST&IM i 1639- 'gy p pYlb�� BUILMOG 10SPECT® R APPLICATION FOR PERMIT TO .......Build...a...Swimming-P.00l.............................................................. TYPEOF CONSTRUCTION ..................................................................................................................................... ..............,T.1,n.e...7...y................19.71.. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...............49..Bacon...Lane..- Ce.Coco.r.mi.l le.?_Mass.®................................................................................. ProposedUse ....Personal...PleaSure............................................................................................................................ i ZoningDistrict ........................................................................Fire District .............................................................................. Name of Owner ...Mr..s...K..M.rs....D....Fr,ank...Hay.derAddress ...49...Bacon...I anQ.,.-Centerv.ille.9...Mass. Name of Builder .Aqua-Craf-t,...1.nc.o.........................Address ..a.9.S...Broa way.,...M.a ldeb].y...Mdss............. Name of Architect .....Pe.aX's.e...&.--LAW..............................Address Main...StrGet.I...Center i:l•le.,....Mass,- Numberof Rooms ..................................................................Foundation .......................,...................................................... Exterior ....................................................................................Roofing .................................................................................... Floors .............................................. .......................................Interior .................................................................................... Heating Plumbing ................................. ..................�� .................. Fireplace ': � ...................................................Approximate Cost ...................... �..."......�,/ ............................... Difinitive Plan Approved by Planning Board --------------_-----------------19________ . () /r- /0 C q J-L Diagram of Lot and Building with Dimensions W "' 78 03-00 Lc M S 78-��•OO E �""�, / � fA /9/ � w r� J O Q H0 0 L• 28 ,�— — — — — — —�T 0 0 a( POOL 14 0) 0 -= J�� 3G 3i 191 Co 1 �e N7$: 04' w mod. B A C ® iv Cpusuc) LANE7 SCA L E - /N.= 40 Fr. hereby agree to conform to all ices and Regulations of the Town of Barnstabl r ding t e above construction. � DEt311971 �yOfTHETO� TOWN OF BARNSTABLE ,) Z BARNSTABLE, i "b 9 I'SUILDING INSPECTOR APPLICATION FOR PERMIT TO ..`.......:......:.:.......................................................................................................... TYPE Ok CONSTRUCTION ...............SUBS..Id..&..SWjMMjng..p06j.: ............................................................. ........19........ TO THE INSPECTOR OF BUILDINGS: , .June 7.,, . 71 The undersigned hereby applies for a permit according to the following information: Location ................................:.............................................................................................:........................................................ Proposed Use .... ..B81f"C�t3..L ►1 .9:. >ralL"� �1 lP,m•. qi .x................................................. ........ 4 a Zoning District ..Personal Pleasure.......:............................................:...:...::...:....Fire District .........:.................................................................... Nameof Owner. ...... ............................................................Address ...................................................................................... Name of Builder .11�Y.......!••NiYs.....D, •1FI.11?tc .... �tU,ddress ... 9 $a .. A Name of Architect ' ' �.........................Address 59A..911r0 4WA...s... > Al �... s°L�$�..:......... t Number of Rooms ....B"rse & Law ......................................................FoundaticMain...r Exterior Roofing : Floors ......................................................................................Interior ..............................................:..:............ .. .................. Heating ........................................................ .........Plumbing Fireplace ...........................:...................:..................................Approximate Costs.................................................................... Difinitive Plan Approved by Planning Board ________________________________19________. Diagram of Lot and Building with Dimensions AQ,a iv,A< I.P a—S78:03-0o L �- S 78-e ra-oc E. �( w 44 Q p J CQ I Q a 0 0 � * 52 HIll A. . �..., �G Poo .. .Ni ri 1-4 O y Z 0 rn . T 3 C$. 1 8A C ON Cpuaufc) LANE 3CA L E : l/&I. 40 F. I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ,0 / � Hayden, Nor. & Tars. D. Frank C00C- DEC 3 1971 Y 1 ,,'3 private shimming " '7 No ................. Permit for .................................... pool ................... .............................. 49 Bacon Lane Location ................................................................ Centerville ............................................................................... Mr. & Mrs. D. Frank Hayden Owner Type of Construction private pool ................................................................................ Plot ......................... .. Lot ................................ Permit Granted ....:....June.8............ .....19 71 Date of Inspection .........:....:: ..................19 / Date Completed ......................................19 PERMIT REFUSED ................................................................ 19 ....................................................................... ............................................................................... ............................................................................... ............................................................................... Approved .............................................. 19 ............................................................................... ............................................................................... oFWE T� Town of Barnstable *Permit# �`� Regulatory ►ServlCeS Expires Fee 6nrontlrsfrovssuedate ERMs639. �e� Thomas F. Geiler,Director 16 C,U I Building Division ��-�2h�u (� TOWN OF BAR Tom Perry,CBO, Building Commissioner' 200 Main Street,Hyannis,MA 02601 www.town.bamstabid.ma.us Office: 508-862-4038 F - EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY 508 790-6230 Not Valid without Red X-Press Imprint Map/parcel Number Property Address_ �, J Z,,PJOIETI Residential Value of Work Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address Contractor's Name Telephone Number Home Improvement Contractor License#(if applicable) Y�g / Construction Supervisor's License#(if applicable) ] orkman's Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner [-I' ve Worker's Compensation Insurance Insurance Company Name 7Q�►t r� ��se/ �, Workman's Comp. Policy# Te :opy of Insurance Compliance Certificate must accompany each permit. 'ermit Request(check box) 6(]`Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof] J Re-side 'of doors ❑ Replacement Windows/doors/sliders.U-Value (maximum.44)##'o windows *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 Improvement Contractors License&Construction Supervisors License is .required. 1NATURE: VPFILESTORMSIbuilding permit formslEXPRESS.do6 ✓ised 070110 i ACORDTM CERTIFICATE OF LIABILITY INSURANCE DA E(MM/2o10) I PRODUCER 1M_ (508)428-0440 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ` ark Sylvia Insurance Agency ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 771 Main Street HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Osterville MA 02655 INSURERS AFFORDING COVERAGE NAIC# INSURED Doyle 8 Thomas Construction,Inc. INSURER A: Farm Family Casualty Insurance ' PO BOX 168 INSURER B: Centerville,MA 02632-0168 INSURER c: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'i POLICY EFFECTIVE POLICY EXPIRATION R INSRC TYPER N E POLICY NUMBER DATE M /DDfYYI DATE IMMlDD/YY LIMITS A II GENERAL LIABILITY EACH OCCURRENCE $ 1 000,000 X 2001X0485 7/21/2010 7/21/2011 DAMAGE TO RENTED 50,000 COMMERCIAL GENERAL LIABILITY PREMISES Ea occurence $ CLAIMS MADE I-XI OCCUR MED EXP(Any one person) $ 5,000 PERSONAL BADVINJURY $ GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PR 2,000,000 PRODUCTS $ JECT X POLICY PRO- LOC. AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY, $ SCHEDULED AUTOS (Per person) HIRED AUTOS ' `BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE I (Per accident) $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH_OCCURRE_NCE $ u OCCUR u"CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE RETENTION $ $ WORKERS COMPENSATION AND e WC STATU- X OTH- A EMPLOYERS'LIABILITY 2001W6390 7/1/2010 7/1/2011 500,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under SPECIAL PROVISIONS below Yes E.L.DISEASE-POLICY LIMIT $ 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS S ONS ADDED BY ENDOR O SEMENT/SPECIAL PROVISIONS Caroentry CERTIFICATE HOLDER CANCELLATION (508)790-6230 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION aOWn OfBamstat)le Building DepartmentDATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN 200.Maln Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL ty3r7r]1S,MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25.(2001/08) _ ©ACORD CORPORATION 1988 l 508-328-1635 SPECIALIZING IN ALL FORMS OF ROOFING & SIDING doyleandthomasconstruction.com' P.O. BOX 168 - ssa CENTERVILLE, MA 02632 Fully Licensed & Insured Construction Supervisor Lic# 99913 Doyle and Thomas Inc. Proposes to perform the following work: Location of proposed work: Mr. & Mrs. Roy . 49 Bacon Lane Centerville, MA 02632 5('EGL F(CP LO ti�►EE� OF MpPy 5, 2011, so bE CvM- Date on which construction should begin: Late Spring 2011 V�ETEp g7 May Zz,2011, BA IN C7 �N� sc e O � � � oEt� The homeowner hereby acknowledges and agrees that the seh Ong es a roximat and that such delays that cannot be avoided by the contractor shall not be considered as a violation of this contract. The contractor agrees that when such delays become known to the contractor,the contractor will advise the homeowner as soon as possible. The homeowner hereby acknowledges that in certain remodeling work,the demolition process may reveal defects in the existing structure which must be repaired, creating additional work which may need to be carried out in order to complete the work described in this contract. In such case the homeowner agrees that the duration of the work and the schedule date of completion may differ, and that such variation is not to be considered a violation of this contract. The total cost for labor and materials under this contract: 30 yr.GAF/Elk Timberline Architectural shingle Roof over the laundry area (Entire area) $1,421.45 Roof over.the side porch $809.30 Ceiling and rot in upper door frame in the laundry entry area $951.37 Painting of the following areas: $1,960.00 / Thank You For Giving Us The Opportunity To Help You Improve Your Home Walls, ceiling and doors of the laundry Rentry area(not kitchen door) Kitchen area and hall to include everything except kitchen door&ceiling W b10.�°� Entire ceiling area damaged by the leaking roof over the left side porch area T0 �E �EYEJ��1fNE Upstairs bathroom all walls and ceiling o N C E- (5 UNVE Upstairs bedroom window sill damaged by rain during a storm p,�' A PV AT A. Pantry area to include doors and drawers(Faces only) $610.00 LA1 FF PF h 7 In the event that while stripping the roof we find rot that needs to be replaced,the homeowner then has to agree and authorize any replacement or restoration. Then in addition to the above contract price,the homeowner agrees to compensate the contractor for any repairs or restoration at the hourly rate of$45.00 for a carpenter and$30.00 for a carpenters laborer, plus the cost of materials. -Roof to be stripped and cleaned of all old shingles and debris -Roof to be papered with weather watch leak barrier&synthetic underlayment, installed with Timberline architectural shingles using galvanized nails. (Storm nailed), -All new 8 inch drip edge and pipe flanges to be installed Timberetex premium ridge cap to be installed -Ceiling rot to be removed and repaired. Install bead board where needed -Replace rot above door frame and ceiling as discussed. -Painting to be completed by Mid-Cape Painting using Benjamin Moore paint -Upstairs bathroom walls and ceiling to be stripped properly,primed and skim coated before they are painted as discussed -10 yard container will be needed on site; and will be removed at completion of the job -Contractor will be responsible for all building permits needed at the property NOTICE REQUIRED BY LAW With the agreement of the contract$500.00 of estimate is due. Further payments under this contract are as follows: 1/2 of the estimate due at the start;and remainder due at completion of the job. Balance of all materials and labor shall be payable in full upon completion of work described in this contract. Payment as agreed upon shall be made when due. Any payments which are delayed shall be subject to a finance charge of 1.5% per month. The contractor warranties the work completed under this contract for a period of ten year from the date of completion. During the stated warranty period the contractor shall be responsible for the service of the repair or adjustment, but tf a contractor shall not be responsible for the normal maintenance, repair due to abuse, misuse,and or normal wear and tear,which shall be the responsibility of the homeowner. All warranties for the materials supplied by the contractor shall be passed directly to the homeowner. The homeowner may required to register or mail in such warranty card or evidence of ownership in order to activate such warranties. Homeowner failure shall not create any responsibility for the contractor under the warranty provisions;the choice of repair of replacement shall be at the discretion of the contractor. . The homeowner acknowledges that the form, content, and notices contained in this . contract are intended to comply with the applicable portions of the Mass.General Law Chapter 142A, and regulations promulgated there under. In the event of any instance of non-compliance, only such portion shall be invalid and the remainder of this contract shall be in full force effect. In addition, any such portion not in compliance shall be read and interpreted so as to have its intended meaning to the maximum extent allowed under such law and regulation. Signed as a sealed instrument on this date: Date: 0.� Homeowner Contractor I The Commonwealth of Massachusetts Department of Industrial Accidents ( � -t• Office of Investigations 600 Washington Street - \444 Boston MA 021 11 z- www.mass gov/did Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): p�.,Q� �,"f 4 •e� µy.� Address: �B+ x /6,9 City/State/Zip: 114A D ?-2 Phone #:y9 ?.27 /;,7 I Are y�tt an employer?Check the appropriate box: Type of project(required): 1. 1 am a employer with 4. ❑ I am'a general contractor and 1 6..�New construction employees(full and/or part-time).* have hired the sub-eontract'ors 2• ❑ I am a sole proprietor or partner- listed on the attached sheet.t 7•. ❑Remodeling IT ship and have no employees These sub-contractors have 8. ❑-Demolition working for me in any capacity. workers' comp. insurance, g Building addition. [No workers' comp. insurance S: ❑ We are a corporation and its 10.❑Electrical repairs or additions required.] officers have exercised their, 3.❑ 1 am a homeowner doing all work right of exemption per MGL 1 I.[] Plumbing repairs or additions myself. [No workers' comp. c. 152, §](4),and we have no 12.❑ Roof repairs . insurance required.] t employees.[No workers' 13.❑Other comp. insurance required.]' *Any applicant that checks box#1 must also MI out the section below showing their workers'compensation policy information, t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractnrs that,check this box trust attached an additional sheet showing the name of the sub-contractors and their workcm'comp.policy information. I am an employer that,isproviding workers'compensation insurance for my employees: Below.is thepolicy and job site l information. Insurance Company.Name: +"° Policy#or Self-ins.Lic.#: Qi a3fd Expiration Date: .— —t9011' Job Site Address:_1/ KA60 1 N`f City/State/Zip: /y14 Attach a copy of the'workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverageas required•under Section 25A of MGL c• 132 can lead to the imposition of criminal penalties of a. fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of • Investigations of the DIA for insurance coverage verification. I do hereby cer*under the pains and allies of perjury that the information provided above is true and correct Signature: / Date: / 91i Phone#: [F6.Otber ly. Do not write in this area;to be completed by city.or lawn official Permit/License# ity(circle one): alth 2.Building Department 3. City/Town Clerk 4.°Electrical Inspector 5.Plumbing Inspector �E Information and Instructions Massachusetts General Laws chapter 152 requires all employers to.provide workers'`compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, . express or implied,oral or written." An emyloyer is defined as "an individual,partnership, association, corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs person'to do maintenance, construction'or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter.152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or,to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,'§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any.contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." m Applicants . Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),addresses)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is-required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be returned to the city or town that.the application.for the permit or license is being requested,not the Department of Industrial Accidents. Should you have'any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their •self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a'spaceFat the bottom' of the affidavit for you to fill out:in the event the Office of Investigations has to contact you regarding the'applicant. Please be sure to fill in the permit/license number which will be used as a reference number: In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information(if necessary)•and under"Job Site Address"the applicant should write"all locations in`. (city or town).".A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or per not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to.complete this affidavit. c r , The Office of Investigations would file to thank you in advance for your cooperation and.should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number- The,Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations'- 600 Washington Street Boston,MA 111 Tel. # 617=727-4900 ext 406 or"1-877- A SSAFE Fax# 617-727-7749 f - massacnusetts- mpartment of runtic paten ' Board of Building Re-ulAtions and Standards Construction,Supervisor Sp=e,6611 b!pense License: CS,SL 99913 Restricted to.. RF,WS TROY THOMAS i 499 NOTTINGHAM DRIVE =1 CENTERVI LL , MA 02632 ' Expiration: 4/13/2012 ('ommissi„ner Tr#: 99913 ✓fie`'•Po�nnarnuuealt� a�'✓�aaaaclivaeCl`a _. . Office of Consumer Affairs&Business Regulation before or registration valid for individul,use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration }1.48954 Type: Office of Consumer_Affairs and Business Regulation Expiration:,_:3LT5[20,13 Private Corporation 10 Park Plaza-Suite 5170 =__ Boston,MA 02116 lug DOYLE+THOMAS'CONST ING _ TROY THOMAS `t 499 NOTTINGHAM`DR CENTERVILLE,MA 02632 ,b:' Undersecretary Not v id w' out signature Assessors map and lot number / p THE O� Sevge. Permit number ................,,..... ...............; ... �� / o (O Z B9BHSTA7ILE, i -1 buse number .......................:.............L......:.:......................., 9O 'MAB6 O 1639• Q u l a' TOWN OF BARN.STABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO g_..�........ o -Q.. .................................................................................... 1 TYPE OF CONSTRUCTION ..... ? ..2m A'................................................................ .........................19. '�. TO THE INSPECTOR OF BUILDINGS: The undersigned'hereby applies for a permit according to the following information: Location .................. .a,.....i.1.!?11..:e............. .. ...................... Proposed Use !. .M.s. ..... "..... .Y ' a,P,l- ...:.f.* ...... ..+ !a-!....................... ..................................... ZoningDistrict ........................................................................Fire District .............................................................................. Name of Owner -. �� .....:A.:..... .............Address ........;1..4.C—.!......k4.!"..- Name of Builder ? ►r ,.yg.�?....,,!,` !.5 !�,l"��..n.. ...........Address .4.1v. 11A e. ..... �k 1 S, � .... .s.i....... Name of Architect ....8A. .........................Address Number of Rooms! ...•...•• ...........Foundation �� S7i1 y! ar Exterior .Wn.nA.....K.ka...................................................:.....Roofing ..6kS... .......................................................... Floors �!•�•C'fi.?�. .......�a��...................................:..........Interior ...�h•.-,r ,�a..�c. �?. ff.......:.................... .................. •...y Heating ..9.. :.................................................................Plumbing .. ,.. .. .-................................................................ Fireplace ... hUIC :................................................................Approximate Cost .. . .5;PA D D........................ ................. d'Gli r Definitive Plan Approved by Planning Board --------------------------------19--------. Area ........................................... Diagram of Lot and Building with Dimensions S Fee ©a SUBJECT TO APPROVAL OF BOARD OF HEALTH r. t I hereby agree to conform to all the Rule 'and Regulations of.the Town of Barnstable regarding the above construction. - *Ae Name ...�, A • ..:.......................... HAYDEN, LESLYN A. 2361, No ... for B U L A DD.I.TI.01\1 ........ Permit . .... .. Single Family Dwelling ........................................................v.................... Bacon Lane ' Location ................................................................ Centerville' .......................................................... .................... Owner ..Le.s...l..y..a. A Hayden... ..... ............................... Type of Construction ..Frame ........................................ ................................................................................ Plot ............................. Lot ................................ Permit Granted ......November. . ...5.......19 81 ....... ..... Date of Inspection ....................................19 Date Completed ......................................19 PERMIT REFUSED ................................................................ 19 ............................................................................... ................................................................................ ................................................................... A 0.7.....N2759. 41r ..... .Approved ................................................ 19 ........................................................................... ............................................................................... Assessor's map and lot number .O...jJ. ./�. .. r. .:..... F?HET Serfage Permit number ... �.. . . ..�Q...,S!�lZ�.. B9HHSTODLE, i Vouse number .................................................................:...... 90o M6 a 39• �0 �0 MAY A, TOWN OF ' -BARN-STABLE . N BUILDING INSPECTOR APPLICATION FOR PERMIT TO .R..�.`�?'>r,� .1........ c. .....................................:.................. TYPEOF CONSTRUCTION ..... 6d.2Yt: q........................ ................:..................................................................... .........................19. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according atop the following information: Location ................../,?. ..8.'yl....1.c1.? .�2............C.P—ai.I.�C.Y...Y /..t' ....................................... ................................... Proposed Use .. '0-0..1....ka..es..4..........por.n 1.4e.Y ..................................I.......................... ZoningDistrict ........................................................... ............Fire District .............................................................................. Name of Owner k.c.S.ly.w....A......14,d..y.<1?—.41.............Address ........13A! :A?.,?.'1...... .... e-,19.t$r.!! //, Name of Builder ..*�r. .�14a.%jt...1�:e.s.f::�=.r�..�..�.�...........Address .��!.�!.�/..1.�,�nA.....t?�+. Name of Architect !�� m.... ........................Address k..!�1:&n.R Md t4b!';i...'. Number of Rooms .Lm.7t�.$..tl.` .' ........./ .............................Foundation .................................................. Exterior .W.C.P.4.....5.k ...Roofing Floors ..... l.S.tl.'M.7........�.............................................Interior ...IJ.C. .... .i.xt(.g�+��.... .I:. /............................ 1 Heating ................................................................Plumbing .... .�r.................................................................. Fireplace .....N.1.('�................................................................Approximate Cost ... j.. � :d.a................... ................. mac � Definitive Plan Approved by Planning Board -------------------_-----------19________. Area ......................................... Diagram of Lot and Building with Dimensions 3;I sh 4 Fee `�� ......�.i............................... SUBJECT TO APPROVAL OF BOARD OF HEALTH ?s' i I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .... zk . ..... . ............................... HAYDEN, LESLYN A. ADDITION No 913.. Permit for ..................................... Single Family Dwellin.g... ............................................................... .......... Bacon Lane Locatiort ................................................................ Centerville ............................................................................... Leslyn A. Hayden Owner .................................................................. Type Construction', ..Fr.ame................................ ....... ..........:".....................I.......................I......................... . Plot ... ....................... Lot .................................. Permit Granted .. November 5......................................1'9 Date of I .....................19 Date, Completed ................�ve.....Q. PERMIT REFUSED r 19... ........................................................................................... .. e. ...................................... ........................ ........ . ........................................ ............................................................................ t '; t - - ............................................................................... Approved .................................................. 19 ............................................................................... .................................................... 7�1. - GENERAL CONDITIONS FOR DEMOLITION L?.. BEDROOM Fi- J 1 3 A. PROVIDE SELECTIVE DEMOLITION OF INTERIOR PARTITIONS AND k BUILDING COMPONENTS DESIGNATED TO BE REMOVED. 3' I , 19 B• REMOVE HOLLOW ITEMS OR ITEMS WHICH COULD COLLAPSE. - C. REMOVE ANY ABANDONED.UTILIITIES AND WIRING SYSTEMS. 11 tl II II II II II I I I i i �i6`0ASUUNN �,/ D. NOTIFY OWNER OF SCHEDULE OF SHOT-OFF OF UTILITIES. 1[IVING ROO 1( I uuux. II II II �1. I I I I I I Ii E- THE CONTRACTOR IS RESPONSIBLE FOR SURVEY OF EXISTING CONDITIONS AND CORRELATE I I I I I I WITH THE DRAWINGS AND TO VERIFY THE EXTENT OF DEMOLITION REQUIRED. 11 II II ----L-----u----J-t---- ----T•I-----R----i I---_q 1 0 S00PEOFWORKF ...LDEM-- F: THE CONTRACTOR IS TO VERIFY CONDITIONS AT THE SITE TO DETERMINE WHETHER 1 i _. DEMOLITION METHODS PROPOSED FOR USE WILL NOT ENDANGER BY OVERLOADING, FAILURE,OR UNPLANNED COLLAPSE. FRONT PORCH *�� ' ;< £ o G. THE CONTRACTOR IS TO PERFORM DEMOLITION OPERATIONS BY METHODS,WHICH 00 NOT ENDANGER ADJACENT SPACES NOT TO BE REMODELED. 11 I I Itw :.,. 11 0 16, .. 1 \I I I H. THE CONTRACTOR IS TO PERFORM DEMOLITION OERATION TO PREVENT DUST AND 1 i POLLUTANT HAZARDS. L 204*$ I. THE CONTRACTOR IS TO PROVIDE REMOVAL AND LEGAL DISPOSAL OF ALL MATERIALS IN I KITCHEN ACCORDANCE WITH ALL STATE AND LOCAL LAWS. THE CONTRACTOR IS RESPONSIBLE FOR ni� 4 G NEW(Z)OURE ` ' ' REPORTING TO THE OWNER AND HAZARDOUS WASTE MATERIALS THAT MAY BE ENCOUNTERED PANTRY as j _- ,3 H's�( DURING DEMOLITION OR CONSTRUCTION. O aO STUDY 3 J. WHERE EXISTING WALL ARE REMOVED,THE CONTRACTOR SHALL PATCH EXISTING ADJACENT WALLS,FLOORS AND CEILING AS REQUIRED WITH FINISHES TO MATCH EXISTING. E €# NOTE: CERTAIN EXISTIING ITEMS TO BE REMOVED AND SALVAGED FOR REINSTALLATION. DEMOLITION FLOOR PLAN SCOPE OF WORKFOR TOTAL OEMOLr,N. OREMOVE EXISTING STEPS FOR PROPOSED NEW ENTRY O REMOVE EXISTING STEPS FOR PROPOSED NEW ENTRY CAREFULLY REMOVE EXISTING BUILT-IN CABINETS AND RE-INSTALL PLATFORM AND STEPS. (PROVIDE OWNERS PRICING FOR PLATFORM AND STEPS. (PROVIDE OWNERS PRICING FOR 17 THEM IN THE BASEMENT.OWNER TO DETERMINE LOCATION. PATCH NEW STEPS AS A SEPARATE LINE ITEM). NEW STEPS AS A SEPARATE LINE ITEM). AND REPAIR WALLS,CEILING AND FLOOR AS NECESSARY. Q EXISTINGRELOCATE (2) L SCONCES. DOOR AND FRAME,SALVAGE FOR BASEMENT CENTERED ON THE WALL SIDES 0"ABOVE FIN,FL. O RE USE IN RE-LOCATED BATH ROOM 18 CRAWL SPACE. PARTIAL DEMOLITION WILL HAPPEN AFTERSUB-FLOOR WHEN RE-LOCATED THEY ARE TO UP LIGHT.ADD G.F.I. REMOVE EXISTING DOOR AND FRAME,SALVAGE FOR IS INSTALLED IN NEW ADDITION SO PROTECT DURING DEMOLITION. OUTLETS BELOW SCONCES @ 16"ABOVE FIN.FLOOR. O RE-USE IN NEW 1st FL.BEDROOM. REMOVE EXISTING WINDOWS AND TRIM,CLOSE OPENING,PATCH& REMOVE VE EXISTING O CLOSED C LL FIOAM INSULATION AND RE-SHEATH WAL SNG SINGLES FROM WALLS,INSULATE WI TH AND 1 D WINDOW ANREMOVEID STING WALL AS INDICATED, EMOVE WALL FOR RE-LOCATED 19 INSULATE WALLS WEXISTING TOILET,SINK,VANI ,SHOWER, REPAIR WALLS. ITOH SOUND B AT , INISULATION,RE SHEATH WALLS D - 1 CEILING WITH OPTION(1)'NANTUCKET BEAD BOARD'PLYWOOD DOOR&FRAME,,REMOVE TO THE STUDS AND SUB-FLOOR- WITH J"GYPSUM BLUE BOARD w/J'KEENE'S CEMENT VENEER OR OPTION(2)A&M#9504 BEAD BOARD OR OPTION(3)A&M#9128. EXSTG.P.LAM.FLOORING TO REMAIN.COVER WITH HOMOSOTE O PLASTER FOR A SMOOTH FINISH. NO. REVISION DATE PROVIDE OWNERS WITH PRICING ON THESE 3 OPTIONS.REMOVE 11 &PROTECT DURING DEMOLITION AND CONSTRUCTION. 20 REMOVE EXISTING WINDOW AND REPLACE WITH MARVIN CUDH 4028 CARPET,SAND AND RE-FINISH EXISTING HARDWOOD FLOORS, IF FLOORSS ARE IN POOR CONDITION PROVIDE OWNERS PRICING 12 REMOVE EXISTING SURFACE MOUNTED CEILING FIXTURE. LEAVE'J' R.O.3'-10 3!8 x 6-4-7/8 NEW EGRESS WINDOW. OPTION PORCELAIN CERAMIC TILE FLOORING @$10.00 SQ.FT.INSTALLED. BOX AND HAVE SWITCHED TO WALL SWITCH @ ROOM ENTRY. OGENERAL NOTE 1st FLOOR: COORDINATE WITH HVAC SUB-CONTRACTOR 13 REMOVE EXISTING WINDOW AND DOOR,CLOSE OPENING,PATCH CLIENT: FOR THE REMOVAL OF HOT WATER PIPES FOR THE SECOND FLOOR AND REPAIR WALLS AND TRIM AS INDICATED. McGrath Re5ldence THATARE IN THE 1st FLOOR. wHEN REMOVED PATCH AND REPAIR 49 Bacon Lane CEILINGS AND WALLS. 14 REMOVE AND SALVAGE EXISTING BUILT-IN CABINETS. MOVE AND Centerville MA 02632 OSTORE WITH REFRIGERATOR IN BASEMENT FOR RE-USE IN NEW SCALE: I/8"=I'-O" 5 REMOVE EXISTING DOOR&FRAME FOR RE-USE.CLOSE OPENING, KITCHEN. PATCH,REPAIR,RE-FINISH WALLS,CEILING,AND WOOD PATCH&REPAIR WALL,MATCH WAINSCOTING AND PLATE RAIL BASE MOULDING. RE-LOCATE OUTLETS TO BE 16"ABOVE FIN.FLOOR. TITLE: 1st FLOOR DEMOLITION MOULDING WHERE DOOR USED TO BE. PLAN&GENERAL CONDITIONS 15 NEW BEDROOM#3(KITCHEN)&W.I.CLOSET(PANTRY)TO BE CARPETED FOR PRICING OREMOVE EXISTING CLOSET&DOORS,CLOSE OPENING,PATCH& EVALUATE TO REMOVE P.LAM.FLOOR AS NECESSARY AND DATE:OCTOBER 8, 2012 REPAIR WALLS,CEILING,AND FLOOR. ADD NEW BASE TO MATCH PREPARE FOR CARPET OR TO KEEP AND BRING DEMOLISHED AREA EXISTING. NEW WINDOWS ARE TO BE MARVIN#CURCH SURFACES WITHOUT P.LAM.TO BE LEVEL.FOR CARPET. MICHAELA..nMERSON A.I.A. R.O.4-21 H x 2`-10 ALIGN HEADER HT.WITH EXISTING NEW BEDROOM#3(KITCHEN)&W.I.CLOSET(PANTRY)TO BE CARPETED ARCHITECTURE&INTERIORS WINDOWSS IN IN THIS ROOM.OM. NOTE:IF HEADER HT. TOO HIGH i.e. 16 EVALUATE TO REMOVE P.LAM.FLOOR AS NECESSARY AND 193 Horseshoe Lane ROOF OVER HANG FROM GABLE FROM GABLE.CALL ARCHITECT TO DETERMINE A REVISED HEADER&SILL HEIGHT. INTERIOR TRIM PREPARE FOR CARPET OR TO KEEP AND BRING DEMOLISHED AREA Centerville,MA.02632 5-42 TO MATCH EXISTING. EXTERIOR TRIM TO MATCH NEW CONSTRUCTION SURFACES WITHOUT P.LAM.TO BE LEVEL.FOR CARPET. 64 maj i0S 508 7 77 5-42ast.net WINDOW TRIM. J' D 2 vewx. TUNNEL aV• _ � E O r _. ... •® I asr ® O�.. GENERAL CONDITIONS FOR DEMOLITION O A. PROVIDE SELECTIVE DEMOLITION OF INTERIOR PARTITIONS AND BUILDING COMPONENTS DESIGNATED TO BE REMOVED. 1 ! ` O B. REMOVE HOLLOW ITEMS OR ITEMS WHICH COULD COLLAPSE. eas No I • 8d al C. REMOVE ANY ABANDONED UTILIITIES AND WIRING SYSTEMS. d � • D. NOTIFY OWNER OF SCHEDULE OF SHOT-OFF OF UTILITIES. E; F. THE CONTRACTOR IS RESPONSIBLE FOR SURVEY OF EXISTING CONDITIONS AND CORRELATE WITH THE DRAWINGS AND TO VERIFY THE EXTENT OF DEMOLITION REQUIRED. F. THE CONTRACTOR IS TO VERIFY CONDITIONS AT THE SITE TO DETERMINE WHETHER DEMOLITION METHODS PROPOSED FOR USE WILL NOT ENDANGER BY OVERLOADING, FAILURE,OR UNPLANNED COLLAPSE, DEMOLITION 2nd FLOOR PLAN D G. THE CONTRACTOR IS TO PERFORM DEMOLITION OPERATIONS BY METHODS,WHICH DO NOT . 2 OREIAOJEEX-NO DOOR AND FRAAE..FOR RE-USE FOR IN O REMOVE EXISTING AIR CONDMONINGUNrr. ENDANGER ADJACENT SPACES NOT TO BE REMODELED, NEW LOCATION. ORE—E%ISTINGPART TONPATCN AND REPAIR-11 O CaFIRMWITHOWERSIFEXIsnNc H. THE CONTRACTOR IS TO PERFORM DEMOLITION OERATION TO PREVENT DUST AND NO. REVISION DATE WAIIS.AND CEILING. CLOSET RODS SNELF ARE TO REMAIN. POLLUTANT HAZARDS. OREMOVEEXISTING WINDOWS DBdENS10N39HOWNARE O RE—EXISTING WINDOWS.DIMENSIONS—ARE CENTERLINE FOR NEW WINDVWS. CENTER LINE FOR NEW WINDOWS.MAY THE CONTRACTOR IS TO PROVIDE REMOVAL AND LEGAL DISPOSAL OF ALL MATERIALS IN I. a EXISTINGWAINSCOTI'DONTRCTORTEMAIN a ESTER BATHROOM ASCONING TRCTONIN R�MAS PRICING OPTION T RE-SURFACE TO RG�MAsreBCINOO OPTION CONTRACTOR TOACCORDANCE WITH ALL STATE AND LOCAL LAWS. THE CONTRACTOR IS RESPONSIBLE FOR CLIENT: PRCMDE WALL$WITH NEW ATE rBEAD BOARD. TO RESURFACE PIRWWALLS ALTERNATE 7 BEAD OPnON TO RESURFACE REPORTING TO THE OWNER AND HAZARDOUS WASTE MATERIALS THAT MAY BE ENCOUNTERED McGrath Residence WALLSWITHNEW}'x LBETO BOARD.WRINGG HARD WOOD WALLSWITHNEW{'FFREAD BOARD.DURING DEMOLITION PROTECT LNG EXISTING WALLS ROTECTOU INGDEMON. N TIOND D FFLLOORINGTOREMAINPOTECT EXISTING RMC REMAIN. DEElnIOUTIONN NO HARD t4°0D DURING DEMOLITION OR CONSTRUCTION. 49 Bacon Lane WRH HOMOSOTE BOARD. WITH HOMOSOTE BOARD. Centerville MA 02632 EXISTINGwAINSCOTING AND PLATE RAILMWLpNG WILL EXIST NO WNNSCORNGAND PLATE RAIL MOULDING WILL J. WHERE EXISTING WALL ARE REMOVED,THE CONTRACTOR SHALL PATCH EXISTING ADJACENT O REMAIN IN PROPOSE NEW OFFICE PROTECT DURING O REAM IN IN PROPOSE NEWOFFICE PROTECT DURING RI WALLS,FLOORS AND CEILING AS REQUIRED WITH FINISHES TO MATCH EXISTING. SCALE: I/g°=I i_Ou DEMDLON.EXISTING HARDWOOD FLOOR WILL REMAIN DEMOLMN.METING HARDWOOD FLOOR WILL REMAIN ROTECTOURINGDEMp.fTION AND CONSTRUCTION N9TH PROTECT DURING DEMOLMON AND CONSTRUCTION WITH HOMOSOTEBOAROL HOMOSOTEBOARD. TITLE: 2nd FLOOR DEMOLITION O _ _ _TD NOTE: CERTAIN EXISTIING ITEMS TO BE REMOVED AND SALVAGED FOR REINSTALLATION. PLAN&NOTES FOR IAULAUNDRYNSHTETO NEW IA FLOOR LANDADOW O LAUNDWSHUTE NEW RFLOORLAUNO OM RO PRICING DATE:OCTOBER 8, 2012 MICHAEL A.JIMERSON A-LA. ARCHITECTURE&INTERIORS 193Iforseshoe Lane Centerville,MA.02632 508 775-4264 majarch(a comcast.net , IN NEW ATTIC SPACE ABOVE.THE LAUNDRY ROOM LOCATE AIR �, „ CONDITIONING 4 EQUIPMENT. 11 CO-ORDINATE w/HVAC SUB- CONTRACTOR. fa 18 EXHAUSTFAN FULL EXTENSION PANTRY MILLWORK CABINET rtcr<: o0 I 26'-2" FINISHED 1ST FLOOR CEILING r�= 24'-10" 1ST FLOOR HEADER HT. 1 . 1 NO. REVISION DATE CLIENT: McGrath Residence 17'-1" FIN. FIRST FLOOR 49 Bacon Lane Centerville MA 02632 16-10"FINISHED BASEMENT CEILING SCALE: I/8"=P-O" TITLE:INTERIOR ELEVATIONS EXISTING AVERAGE GRADE 14'-6" DATE:OCTOBER 8, 2012 MICHAEL A.JIMERSON A.I.A. ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,MA.02632 5087754264 m aj arch(a:com cast,net 6'•1"PANELED WAINSCOTING. MADE FROM 3/4"x 4"'s.CAP IS A&M#9691 x 1-10. UPPER KITCHEN T-9'x r-0" CABINET WALL CASED OPENING MOUNTED. O REF. PANTRY/ F ROOM FULL6•_1" EXTENSION PULL-OUT LOWER KITCHEN 3'9" CABINETS. UPPER UPP R 1 . 2 KITCHEN n a KITC EN CABINET WALL CABI ET ALL MOUNTED. MOU TE NO, REVISION DATE SINK = CLIENT: LOWER KIT HEN LOWE R KITCHEN CABINETS. CABI ETS. McGrath Realdence DW 49 Bacon lane Centerville MA 02632 SCALE: 1/8"= 1'-0" TITLE:INTERIOR ELEVATIONS DATE:OCTOBER 5,2012 MICHAEL A.JIMF.RSO.N A.LA. ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,MA.02632 5087754264 majarchg.comeastmet INSETS BETWEEN BOX BEAMS CEILING FINISH OPTION #1: 'NANTUCKET BEAD BOARD 4' x 8' PANELS ON -!" GYPSUM WALL BOARD. CEILING FINISH OPTION #2: r6"ADDItt 10'-W COVERED VERANDA A&M #9129 2" x 3" FACE PRE-PRIMED BEAD BOARD. 47 /v_•SEAMw�}"AZFX 7 R11 BOARDS@SIDES AND SOTTOM 11 FAMILY ROOM �11 r CEILING FINISH OPT�N#1: 'NANTUCKET BEAD BOARD fro WALLB rxg NELS ON+�'GYPSUM .. ,.. .m.,...... ......,.,... ,...,..............,..�.,,.�..�,_.,.., ..,,...�..., ..,..�..,v_,,,,..:�,,,.....WALL BOARD. _. ... ..... _. .. ... 2_11 CEILING FINISH OPTION 92: 8 ' ASM 99729}•z3'FACE PRE-PRIMED BEAD BOARD. `� `� A&M # 5280 3/4" x 2-3/4" --. ----------- ___ CEILING COVE MOULDING. ii li (ile'DIA.SUN i i i i i i i iTUNNELBY 11n " i IVELU�. a A&M # 8064161 x 1-3/8 _ _______________ b wo PICTURE MOULDING @ it li it �� 4, • � it II it 8 >� o ROOM PERIMETER. ASEDOPENIN ----JL----1L'---._il----�i BOTH SIDE 6•I �Q DmON -----Ij----Tr----�.�.---��i OF EA SIDE1 u�i w .t 1 1 _______________ y m i i i i DINING ROOM X9 TYPICAL BEAMS: 6" WIDE, T--_------ ii ii ii }BATHROOM mm 5-1/2" DROP. BOX BEAMS ARE O i i i i i i CEILING FINISH: °d ' ENTRY PORCH cvPsuMwaueoARowi MADE FROM 1"x 6". A&M #5289 i i i i i i SIGM40AT JI PIASTER a x i CEILING COVE MOULDING @ ------ ---- PERIMETERS. W i D.W. r WALL BEAMS @ ROOM 1 . 3 BEDROOM io KITCHEN _ PERIMETERA-7/8" WIDE, 5-1/2" N K PZ _r. DROP MADE FROM 1"x 6". A&M NO. REVISION DATE #5289 CEILING COVE a ??n pp^^'�� w1 fAZEK BOARDS O $ ___ ___ Y.i __S\__� SIDES ANO BOTTOM. cT MOULDING, A&M #8064 � ,�D CLIENT: i S H i ISTPLooRPLAN PICTURE MOULDING @ ROOM McGrath Residence i KB DBOA i 49 Bacon Lane PERIMETERS. Centerville MA 02632 SCALE: 1/8"= 1'-O" TITLE:REFLECTED CEILING PLAN FOR PRICING 15T FLOOR REFLECTED CEILING PLAN DATE:OCTOBEP.B,2012 NUCHAEL A.JINIERSIDN A.I.A. ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,MA.02632 5087754264 majarch@comcast.net 17'-6"ADDITION 2712'SLOPE :XIST1 VAG 2ND FLOOR 26'-2" FINISHED 1ST FLOOR CEILING 24'-10" 1ST FLOOR HEADER HT. 28'-8-1/2" VERAND FIN.CEILING HT. EXI i INC-31 1ST FLOOR 17'-1" FIN. FIRST FLOOR FF + 15'-10" FINISHED BASEMENT CEILIN G- A. 3 EXISTING AVERAGE GRADE 14'-6" NO. REVISION DATE CRAWL CSPACE CLIENT: _X#ST:NG BASEMENT McGrath Residence 49 Bacon Lane 17'-6"ADDITION ' 10'-0"COVERED VERANDA Centerville MA 02632 SCALE: 1/4"= 1'-0" TITLE: CROSS SECTION FOR PRICING DATE:OCTOBER 8, 2012 MICHAEL A.RMERSON A.I.A. ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,MA.02632 508 775-4264 majarch@comcast.net Gpyp Lam gum. 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AORE6 SOWI�mreu®I,m9 _ wnvma.a, NO. REVISION DATE •.er A.Ae.bwwel.re.«Ir.oee I r�rs...l.em.wowrr.rrs.+« CLIENT. McGra SP NAY«ITa s tay.SV7 atrr p ,sr�se.., AEIMOMOV MR ( I SERE MP lB6El0/)a/RA@ 9 BacontianResldence AS MeaMMd MM Splem Centerville MA 02632 R O " O Y BMfM RCMP Sur EVMB SIFW O O LOW 1IL t ALLAA Af0 ADOOK Pr MILK AE 842 u3" SCALC: not t scale SILL PLATE d ANLIAOR BOLT DETAIL I TITLE: CONSTRUCTION cRAMR NOTES FOR PRICING a . H 0�1 tt O O Saw NEM am mu DATE:OCTOBEP 8, 201 2 — TYPICAL EXTERIOR WALL WITH STRUCTURAL WOOD PANEL SHEATHING MrNL MICHAEL A.RMERSON A.I.A. ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,MA.02632 508 775-4264 majarch@comcast.net NAILING PATTERN AT STRUCTURAL WOOD PANEL USED ON WALLS NAILING SCHEDULE 110 MPH WIND ZONE MINIMUM NUMBER OF MINIMUM NUMBER OF MAXIMUM NAIL SPACING COMMON NAILS BOX NAILS ROOF FRAMING Blocking to Rafter(Toe Nailed) (2)8d (2)10d Each End Rim Board to Rafter(End Nailed) (2)16d (3)16d Each End WALL FRAMING Top Plates at Intersections(Face Nailed) (4)16d (5)10d At Joints Stud to Stud(Face Nailed) (2)16d (2)16d 24"o.c. Header to Header(Face Nailed) 16d 16d 16"o.c.Along Edges FLOOR FRAMING Joist to Sill,Top Plate or Girder(Toe Nailed) (4)8d (4)10d Per Joist Blocking to Joist(Toe Nailed) (2)8d (2)10d Each End - Blocking to Sill or Top Plate(foe Nailed) (3)16d (4)16d Each Block Leader Strip to Beam or Girder(Face Nailed) (3)16d (4)16d Each Joist Joist on Leader to Beam(Toe Nailed) (3)8d (3)1 Od Per Joist Band Joist to Joist(End Nailed) (2)16d (4)16d Per Joist ROOF SHEATHING Wood Structural Panels Rafter or Trusses spaced up to 16"O.C. 8d 10d 5"edge/6"field Rafter or Trusses spaced over 16"O.C. 8d 10d 4"edge/4"field Gable End Wall Rake or Rake Truss w/o gable overhang 8d 10d 6"edge/6"field Gable End Wall Rake or Rake Truss w/Structural Outlookers 8d 10d 6"edge/6"field A. 4 . 1 NO. REVISION DATE Gable End Wall Rake or Rake Truss /lookout blocks 8d 10d 6"edge/6"field CEILING SHEATHING Gypsum Wallboard 5d coolers - 7"edge/10"field CLIENT: McGrath Residence WALL SHEATHING 49 Bacon Lane Centerville MA 02632 Wood Structural Panels - Studs spaced up to 24"O.C. 8d 10d 6"edge/12"field SCALE: not to scale TITLE: NAILING SCHEDULE }"and R"Fiberboard Panels 8d - 3"edge/6"field }"Gypsum Wallboard 5d coolers - 7"edge/10"field DATE:OCTOBER 8, 2012 FLOOR SHEATHING MTCHAEL A.JiMERSON A.I.A. Wood Structural Panels ARCHITECTURE&INTERIORS 1"or Less 8d 10d 6"edge/12'field 193 Horseshoe Lane Centerville,MA.02632 Greater than 1' 10d 16d 5"edge/6"field 508 775-4264 majarch@comcast.net OP BEARING 2"x 12"PRESSURE TREATED LEDGER BOARDS AND HANGERS W/ 3/4"DIA.x 5"GALVANIZED ANCHOR B DILTED @ 16"O.C.STAGGERED. HEADERS FOR EXISTING 2"x 8"FLOOR FRAMING @ OPENING FOR NEW STAIRS DOWN TO ADDITION. 7 0 TOP BEARING 2"x 12"PRESSURE TREATED i i i I I i i i i I I /F o i i I i i i 1 i I I i LEDGER BOARDS AND HANGS W/ o =Z 3/4"DIA.x 5"GALVANIZED A CHOR BOLTED o @ 16"O.C.STAGGERED. >0 8'-6" i_. ._i_._._i_._._i_._._i_._._i_._,_i_._._i_._._i_._._i_._._i z I I i i I I i i I I 1-7/8'!-AJS 0 MSk-JOISTS 4 16"�.C. i I A. _ _ ___ _ _ _ _ _ _ (311-1/4T 11-7/ "VE SA-L M 2.0_ _ _100S- -FUSH RAM FLO R JO STS).i I i i i i i i i I i I i i i 11-P/8"-AUS 20 MSR AJOISlTS @ 16"0.0. m mr I I 0 I I z z o 14'-6" 0 o 17'-6"A DITION i I i i i i i i 1 i I i 34'T&G StRU(5T(JRAL WbOD I �0 01 i i I I i I I I i I I 1 i i 1 I I I i m Ni Z .A I I I I I i GLUE .&NAILLD i I i I I I i I i z G)`ni I o I i i I I I I i i I I TY. ICAL.I i i I ! 1 I 1 1 I o of I I I I 1 i A I I I I I I I i i I I II I I I i I I I I i N of i i i i I I I I I -2 o m i I I I I I ) I ! ! 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FOR 'i 'i EXISTING 2"x 8"FLOOR FRAMING @ OPENING FOR NEW STAIRS DOWN TO ADDITION. �o TOP BEARING 2"x 12"PRESSURE TREATED o i I I i i I i i I i i LEDGER BOARDS AND HAN S W/ a r Z O 3/4"DIA.x 5"GALVANIZED ANCHOR BOLTED o i I I I I i I I 1 I i @ 16"O.C.STAGGERED. n 8 1-7/8'1-AJS�0 MSk-JOISTS 4 16"¢.C. IF I 1 it i ,I !r 1 I !r I l Ir I 1 Ir ! I Ir I _ _ _ _ _ _ _ _ _ _ _ _ _ ------------ --Ell, - - (3' 1-1/4'r11-7/ 'VE SA-L M 2.01100S ! i (F USH RAM FLO' R JOSTS).' i i I I I I I i I I I I I I I 1 I i I I E I I I E I I I I i i i i i i 11-P/8"-AUS 20 MSR-IJOIStS @ 16"O.O. i i i i 0 o z z a - 14'-6" O (, F0 0i i i i i i i i i i i i-'- -i- _ _i _ _ _i-'- -i- - -i- - -i- _ _i_ _ -i- _ -i- _ -i- -i- _ _i_ _ _i_ _ i _ _N'-- i- - -i- _ -i- - -i- 17'-6"A DITION - �-i- -'-!-'--i-'-'-i-•- -1- - -I-'-'-i-'-'-I- - -I- - -(-'- -� E i I I 1 € 1 I i 1 I I 1 I I N ( 1 I I i I i i i I I I S+RUCTORAL W60D i ! i i I l I i ! m o of OANEL U13FL . 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I l l l l l l l l � I I l I l l l l l l l i l i l l l - -• - � IIIIIIIIIIII 11111 111111111lIII - - NO. REVISION DATE � € { 1 —I�J1- -1- -I- - I1 — 1 I 1 — i- -3- -I- -I- -'ii _ F - 11 — 1 - -1- -I i — L� f 3 i 1 1 !!1 1 1 — i _ i — 1 17 —1— I1 F I1 (N — -tt Eali=f_ —f—tl—:—dEf=ft i` (—tt_t_li—i—I—d_it=.�. (c Et=i3tcEt=tcl(=i=1=: _3 EciEt_i �cti dfcti=`= ;_ =il f :1 i_Et td ° :� - -: 3_E-i ;=tEEcttct i �•. .—.—. CLIENT: I' /4i1 x I -7/ 1'. (I) REA'fED I LU I M 7J1 1 "x I-7 I •CJ• McGrath Re5ldence —�—� 4 49 Bacon Lane ZEK 1/2" Centerville MA 02632 BEADBOARD 5-1/2"x 5-1/2"TREATED GLU-LAM COLUMN BELOW(TYPICAL) "ROVIDE HURRICANE ANCHORS@ ENDS OFF ALL SCALE: 1/4"= 1'-O" SHEET SOFFI F (2)5IMP5ON STONG-TIE RAFTERS(TYPICAL). N TE: STRAPS MUST CARRY 378 TITLE: CEILING FRAMING GLUED&NAMED. 1.6,.+/ #LPCG G"x G" POST/COLUMN LBS. @ RAFTER STUD CONNECTION. 1'-6"+/- PLAN FOR PRICING NEW&EXIST ALIGN TO BEAM CONNECTORS - ALIGN SOFFITS. w/EXST'G. (TYPICAL @EACH COLUMN). w EXST'G. DATE:ocroeelz 5,2012 V2-x" "CEILING JOISTS MICHAEL A.JIMERSON A.I.A. @ 16"O.C. LAP JOISTS ARCHITECTURE&INTERIORS TO RAFTERS. 193 Horseshoe Lane 2'-6"ADDITION Centerville,MA.02632 50CEILING FRAMING PLANmajarcti@comcas t.net dLtuNE Bz X. 2"x 6"OVER FRAMING @ EXISTING ROOF. o c o . m m x m ti ELUX 5 JN TUN EL ELUX SUN TUNNEL or - .— 14 DAME ER. l4''DIAMETER.. I C c a r �X X — NOD OD Z gN'^'D Or� _ r — n O to OD dD .—. 0 m X — O D� 00 m )RO S OF OLI BLOCKING �m z 0-n(n a TZD —' -4 I — --- --- --- --- —'— — — r2" --- --- --- --- --- --- --- --- --- --- --- --- -- --- --- —' --- --- — — —' --- - 03 �_ .Zml 0 m �Zy p 03 o m — 2" 16"O.G.RAFTERS — ! Z 1 '-6"A DITION z c — m • D — m_. ( ° X zc� — cn — R VIDE URR CAN ORS EN S OFF ALL RAFTERS(TYPICAL). OTE: TRA S M ST CARRY 78 zNp A . 8 LBS @ RAFTER ST CONNECTION. OO D �zz .— —' N-"zz NO. REVISION DATE rn 30LIC BLOCKING I -SPA . z G� rn cn — VERANDA D rn 70 Np _ =z CLIENT: O =_� '— 104' p —. COVERED 49 Bacon athLane Resldence VERANDA Centerville MA 02632 p0 x (I) TREA TED G LU LA 5 T "x 1 -7/b SCALE: 1/4"= I'-C° rn — O O 5-1/2"x 5-I/2"TREATED GLU-LAM COLUMN BELOW(TYPICAL) TITLE: ROOF FRAMING PLAN ROVIDE HURRICANE NCHORS @ ENDS OFF LL FOR FOR PRICING rn (2)SIMPSON STONG-TIE RAFTERS(TYPICAL).N TE:STRAPS MUST CAR Y 378 #LPC6 6"x 6"POST/COLUMN DATE:OCTOBEP 8, 201 2 z 1'-6"+/- LBS.@RAFTER STUD ONNECTION. 1'-6"+/- rn ALIGN TO BEAM CONNECTOR5 ALIGN w/EXST'G. (TYPICAL @ EACM COLUMN). w/EXSTG. MICHAEL A.JIMERSON A.I.A. ARCHITECTURE&INTERIORS LAP ROOF JOISTS i> 193 Horseshoe Lane TO RAFTERS. 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ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,MA.02632 508 775-4264 majarch@comcast.net NOTE : SPECIFICATION FOR GUTTERS AND DOWNSPOUTS: 6"DIAMETER HALF ROUND REVERSE BEAD ROLLED FORM GUTTERS & DOWNSPOUTS FABRICATED IN .032 ALUMINUM w/ WHITE FINISH, HIDDEN STAINLESS STEEL HANGERS, AND ALL NOTE: AS SHED ROOF RAFTERS RELATED ACCESSORIES BY 5ERGER BLDG. PRODUCTS . ALL DOWNSPOUTS TO BE CONNECTED STEPS UP TO ALIGN WITH EXISTING TO DRYWELLS. GABLE ROOF FROM THE TOP PLATE 1-1/2" x 5-1/2" BOISE CASCADE GRACE ICE & WATER SHIELD'. OVER 'VERSA-STUD' 1.7 2650 @ 16" O.C. ARE ASTM 4869 ASPHALT SATURATED FELT ABOVE THE TOP PLATE. THIS WALL IS UNDERLAYMENT (30 LB.FELT) ENTIRE TO HAVE THE SAME CONNECTORS @ ROOF. THE SLOPED TOP PLATES AS LISTED BELOW w/ 5-1/2" CLOSED CELL SPRAY FOAM INSULATION R-VALUE 38-1/2. T.& G. WOOD STRUCTURAL SHEATHING W/ METAL 'H' CLIPS@ JOINTS . ARCHITECTURAL TAB ASPHALT SHINGLE AS MANUFACTURED BY GALVANIZED METAL DRIP EDGE. CERTAINTEED ' LANDMARK TL. AZEK 5/8" x 10" FASCIA BOARD w/ SURFACE MOUNTED ROOF VENTS 8" X1-1/2" STOP TO ALIGN w/ NEW AS NECESSARY FOR NEW SHED ROOF. ON EXISTING GABLE RAKE. ROOF RAFTERS AND CEILING JOISTS MATCH ADJACENT. 10t-8 TOP OF @ (16" O.C. SEE ROOF FRAMING ' SIMPSON STRONG-TIE HURRICANE STRAPS @ PLATE HT. ABOVE CEILING FRAMING PLANS FOR SIZES). FIN. FLOOR ALL RAFTERS TO STUDS (SEE ROOF FRAMING PLANS). ___= 5-1/2" CLOSED CELL SPRAY FOAM -- INSULATION R-38 INSULATION. AZEK 2" x 2" FRIEZE BOARD NOTCHED 1" TO CONCEAL NAILING OF SIDING. ____ 1" x 2" STRAPING 16"O.C. EACH DIRECTION. SIMPSON METAL STUD TO PLATE CONNECTORS. ___= 1/2" GYPSUM WALL BOARD. AZEK 1/2" BEADBOARD SHEET SOFFIT. INSETS BETWEEN BOX BEAMS CEILING A - 9 . 1 -_-_-- FINISH OPTION #1: 'NANTUCKET BEAD ALIGN w/ EXISTING GABLE RAKE BOARD 4' x 8' PANELS. CEILING FINISH NO. REVISION DATE 2" x 8" FLY RAFTER AND �OPTION #2: A&M #9129 2" x 3 FACE 2" x 8" LOOK OUT RAFTER PRE-PRIMED BEAD BOARD. @ 12" O.C. CLIENT: McGrath Residence SIMPSON STONG-TIE #HU28TF TOPFLANGE ne BLOCKING AS NECESSARY FOR BOXED 498acolle M Centerville MA 02632 HANGER FOR 2" x 8" OUTLOOKER TO BEAMS/. 5CALE: 3i4°= i'-0" PARTIAL TYPICAL WALL RAFTERS. A&M # 5280 3/4" x 2-3/4" CEILING COVE TITLE SECTION FOR PRICING MOULDING. DATE:OCT05ER8,2012 A&M # 8064 i 1" x 1-3/8" PICTURE MICHAEL A.JIMERSOIV A.I.A. SIMPSON STONG-TIE #L203.1 STUD TO MOULDING @ ROOM PERIMETER. ARCHITECTURE&INTERIORS 193 Horseshoe Lane TOP PLATES CONNECTORS. Cent5081775A2642632 majarch@comcast.net y WHITE COATED ALUMINUM DOWNSPOUTS 1/2" GYPSUM BLUE BOARD w/ 1/8" CONNECTED TO DRY WELLS @ ADDITION. SKIM COAT KEENE'S CEMENT VENEER PLASTER SMOOTH FINISH.. PRICING OPTION #1 : JAMES HARDE ' HARDI- 1-1/2" x 5-1/2" BOISE CASCADE PLANK' 5-1/4" LAP SIDING SMOOTH FINISH. 4-1/4" 'VERSA-STUD' 1.7 2650 @ 16" O.C. w/ EXPOSURE. COLOR: ARTIC WHITE. - 5-1/2" CLOSED CELL SPRAY FOAM PRICING OPTION #2: MAIBEC 'NANTUCKET GRADE _=_= INSULATION R-VALUE 38-1/2. FACORTY STAINED CEDAR SHINGLES 4-1/4" MAX. EXPOSURE. TRIPLE STARTING COURSE w/ WOVEN ---= WOOD BASE #WBM003 AND BASE SHOE #WOBSO01 BY W/NDSORONE MOULDING . CORNERS. ---- 4" x 10" WHITE OAK RIFT CUT WOOD %2" CDX PLYWOOD SHEATHING w/ 30 LB ASPHALT =__= PLANK FLOORING. 877-645-4317 FELT. --_- www.vermontplankflooring.com 'HOME SLICKER PLUS' %4" CEDAR BREATHER HOUSE WRAP. 3/4" T.&G. PLYWOOD SUBFLOOR. 2" X 10" 2 16" O.C. FRAMING (SEE 1-3/4" x 11'%" CONTINUOUS RIM JOIST TOE NAILED =--------------- FLOOR FRAMING PLAN). 8d @ 16" O.C. ________________ ------- -- SPRAY4" CLOSED CELL SPRAY 2" x 10" HANGER. _ FOAM INSULATION UNDER FLOOR ------------- -- JOISTS AND @ RIM BOARD AND WATER TABLE DETAIL 3" x 8" AZEK TRIM SILL PLATE (R value of 7 per inch) BOARD w/ 16" x 1-5/8" AZEK DRIP CAP. SILL PLATE OVER FIBEROUS SILL GALV. METAL DRIP EDGE. SEALER. GRACE 'VYCOR PLUS' UNDER SILL SEALER.14 A- 9 . 2 r- a (2) 2" x 8" PRESSURE TREATED SILL 5/8" DIAMETER ANCHOR BOLTS @ 2'-8" O.C. + 14 I=1 PLATES w/ GRACE 'VYCOR PLUS' @ NO. REVISION DATE V-0" FROM ALL CORNERS. (USED WITH OUT SIDE FACE OF SILL PLATES. SIMPSON HOLD DOWN ANCHOR PLATES). CLIENT: 2 #5 HORIZONTALLY CONTINUOUS McGrath Residence 49 Bacon Lane @ TOP. Centerville MA 02632 SCALE: 3/4"= 1'-0" 3/4" CRUSHED STONE TO 4'-0" TITLE: SECPARTIONFORCAL I PRICINAL G L SECTION FOR PRICING BELOW FROST LINE@ DATE:OCTOBER 8, 2012 FOUNDATION PERIMETER. MICHAEL A.JIMERSON A.I.A. ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,MA.02632 508 775-4264 majarch@comcast.net GRACE . 'PROCOR' BELOW GRADE WATER- _ PROOFING MEMBRANE SPRAYED ON. =III= � � a 4 �� (I III (� ,�( 8" CONCRETE FOUNDATION #5 @ 2'-8. DOWELLS. 3 _O —III �_ WALL (4,000 P.S.I.). =III 3" CONCRETE DUST COVER. 2 #5 STEEL RE-BARS @BOTTOM HORIZONTALLY. _ _ 6 MIL. POLY. VAPOR —III-III=III=III BARRIER. - 11-III-III-III-1 FILTER FABRIC. ^_ - _ �1 ° __ _ 4'-0" BELOW FINISHED GRADE _ a II=11=__ _LI " —III= e ai!» I III I�I CONTINUOUS FOOTING 3000 PS1. III-1 I—I I =I I I=I I I—I 11 6 MIN. CRUSHED STONE. 11IIIIII=III=III=III=III-III=III=1 I—III=III (SEE FOUNDATION PLAN FOR 1=III=III—III—III—III—III I-III-III=III=III SIZE). 111-1I1-III-1I1-1I1=1I1-1I1-III- -11I-II E. 4"DIA. PERFORATED SCHEDULE 4 P.V.C.FOUNDATION DRAIN PIPE w/ COMPACTED SUB GRADE. GUTTERS CONNECTED TO DRY WELLS. A - 9 . 3 NO. REVISION DATE CLIENT: McGrath Residence 49 Bacon Lane Centerville MA 02632 SCALE: 1/4"= 1'-0" TITLE:PARTIAL TYPICAL WALL SECTION FOR PRICING DATE:OCTOBEP 8,2012 MICHAEL A.RT*IERSON A.I.A. ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,MA.02632 508 775-4264 majarch@comcast.net EXISTING FIN.2ND FLOOR CEILING 16'-6" 14 14 EXISTING FIN.SECOND FLOOR 9'-0 ADDITION FIN. CEILING 8'-0" or 10'-6"ABOVE ADDITION FIN.FL. ADDITION SOUTH ELEVATION HEADER HEIGHT 5'-6-1/8"or 13 13 8'-0"ABOVE ADDITION FIN. FL. 14 14 A - 10 EXISTING FIN. FIRST FLOOR 0-0 NO. REVISION DATE � ADDITION FIN. FLOOR-2'-6" CLIENT: McGrath Residence VERANDA FIN. FLOOR-3'-2" C Bacon Lane Centerville MA 02632 GRADE-3'-10" SCALE: I/4"= I'-O" TITLE: EXTERIOR ELEVATION FOR PRICING DATE:OCTOBER 8,2012 MICHAEL A.JIMERSON A.I.A. ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,MA.02632 508 775-4264 majarch@comcast.net EXISTING FIN.2ND FLOOR CEILING16'-6"$ A ❑ 5 �V'A � EXISTING FIN.SECOND FLOOR 9'-0" EXISTING FIN.1ST FLOOR CEILING T-11' ADDITION FIN.CEILING 6'-0' FFE711 O O TRANSOM HAEADER HHEIGHT 4'-2" 5 LH9 ADDITION EAST ELEVATION tb HEADER HEIGHT 4'-2" I 1] III EXISTING FIN.FIRST FLOOR 0'-0'y +EXISTING FIN.FIRST FLOOR 0'-0' FRONT PORCH FIN.FLOOR 0'.3-O P ADDITION FIN.FLOOR-2'-6' EXISTING AVERAGE GRADE-3'-0'4 I VERANDA FIN.FLOOR-3'.2' 10 ip I GRADE-3'-10' 1'.6-ADDITIONI + 'W..'COVERED VERANDA EXISTING FIN.2ND FLOOR CEILINGI6'-0'+ 6 A ® 14 14 • NO. REVISION DATE 4 4 ADDITION FIN.FLOOR 8'-0' EXISTING FIN.SECOND FLOOR 9'-0" EXISTING FIN.1ST FLOOR CEILING T-11' ADDITION EAST ELEVATION TRANSOM HEADER HEIGHT4'-2' CLIEN : McGrath Residence 49 Bacon Lane +ADDITION EAST ELEVATION ❑ ❑ ❑ Centerville MA 02632 HEADER HEIGHT 4'-2' ❑ 13 13 14 4 4 SCALE: 1/8"= 1 -OII TITLE:EXTERIOR ELEVATION 4 EXISTING FIN.FIRST FLOOR 0'-0' FOR PRICING EXISTING FIN.FIRST FLOOR 0'-0'S 1 FRONT PORCH FIN.FLOOR 0'-3' DATE:OCTOBER b,2012 ADDITION FIN.FLOOR-2'F' 19 *VERANDA FIN.FLOOR.3'.2' P GRADE-3'-10- EXISTING AVERAGE GRADE-T-0'+ MICHAEL A.JIMERSON A.I.A. tp 10 ARCHITECTURE&INTERIORS 193 Horseshoe Lane 10'-0'COVERED VERANDA Centerville,MA.02632 508 775-4264 W 4'EXPOSED AGGREGATE 7'-6'ADDITIO SLAB TO MATCH EXISTING POOL DECK. EXTERIOR LANDING MUST BE 48-W x 42'O. majarch@comcast.net O7 8 9 ADDITION FIN.CEILING 8'-0"or 10'-6"ABOVE ADDITION FIN.FL. ADDITION SOUTH ELEVATION HEADER HEIGHT Am 12 P a 5'-6-1/8"or 8'-0"ABOVE ADDITION FIN. FL. OO NO. REVISION DATE 0 0 2 EXISTING FIN. FIRST 0'-O". CLIENT: FLOOR McGrath Residence 49 Bacon Lane Centerville MA 02632 L-.1 ADDITION FIN. SCALE: 114"= 1'-0" FLOOR-2'-6" TITLE: EXTERIOR ELEVATION VERANDA FIN. FOR PRICING FLOOR-3'-2" GRADE-3'-10" DATE:OCTOBER 8, 2012 MICHAEL A.JIMERSON A.I.A. ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,MA.02632 508 775-4264 majarch@comcast.net Mo �o c60� C � 00 00 Ci o U? o � d �2'-O„� s a Q �1'-10-3/8" �3'-0-3/8"� i� (V cV M.O. R.O. R.O. � C> �O I i Q V 0Y CY �2'-3"�� —� 1'-5" C° `O R.O. R.O. R.O. CUDHT1612 CUDHT3012�a'-s-1/2" SIURGIS ALUMINUM � 0 © CUCA2636 CUCA1636 CUCA1636 STUD VINYL R.O. Left Hand Right Hand 3'-2-3/8" V-10-3/8" CUGL4646 XX MARVIN ULTIMATE CLAD MARVIN ULTIMATE CLAD Left Hand O AWNING BASEMENT R.O. R.O. DOUBLE HUNG DOUBLE HUNG WINDOW. 3'-2-3/8" CUDH1634 a TRANSOM WINDOW. TRANSOM WINDOW. O R.O. CUDH3234° LoE—II w/ARGON LoE—II w/ARGON CUDH3240 O GLASS, PRIMED WOOD GLASS, PRIMED WOOD MARVIN ULTIMATE MARVIN ULTIMATE MARVIN ULTIMATE MARVIN ULTIMATE CLAD INTERIOR, WHITE INTERIOR, WHITE 0 GLIDER XX WINDOW. HARDWARE, CLAD HARDWARE, CLAD CLAD CASEMENT CLAD CASEMENT CLAD CASEMENT PUSH OUT WINDOW. PUSH OUT WINDOW. PUSH OUT WINDOW. MARVIN ULTIMATE CLAD MARVIN ULTIMATE C MARVIN ULTIMATE CLAD LoE-11 w/ARGON GLASS, COLOR STONE WHITE. COLOR STONE WHITE LAD DOUBLE HUNG WINDOW. DOUBLE HUNG WINDOW. DOUBLE HUNG WINDOW. PRIMED WOOD INTERIOR, LoE—II w/ARGON LoE—II w/ARGON LoE-11 w/ARGON / / LoE—II w/ARGON GLASS, WHITE HARDWARE, CLAD GLASS, PRIMED GLASS, PRIMED GLASS, PRIMED LoE—II w ARGON GLASS, LoE—II w ARGON GLASS, PRIMED WOOD INTERIOR, PRIMED WOOD INTERIOR, PRIMED WOOD INTERIOR, COLOR STONE WHITE WOOD INTERIOR, WOOD INTERIOR, WOOD INTERIOR, WHITE HARDWARE, WHITE HARDWARE, WHILE HARDWARE, WHITE HARDWARE, CLAD WHITE HARDWARE, CLAD WHITE HARDWARE, CLAD COLOR STONE WHITE. COLOR STONE WHITE. COLOR STONE WHITE CLAD COLOR STONE CLAD COLOR STONE CLAD COLOR STONE ALUMINUM SCREEN STONE ALUMINUM SCREEN STONE ALUMINUM SCREEN STONE WHITE. ALUMINUM WHITE ALUMINUM WHITE. ALUMINUM WHITE SURROUND WHITE SURROUND WHITE SURROUND SCREEN STONE SCREEN STONE SCREEN STONE w/CHARCOAL FIBERGLASS w/CHARCOAL FIBERGLASS w/CHARCOAL FIBERGLASS WHITE SURROUND WHITE SURROUND WHITE SURROUND MESH. MESH. MESH. w/CHARCOAL w/CHARCOAL w/CHARCOAL FIBERGLASS MESH. FIBERGLASS MESH. FIBERGLASS MESH. +o o? -T co 00 ■ � o o = O izO v oo 1'a" 3'-1 O"+/-FIELD r0 R.O. VERIFY M.O. CURAWN 2'-10-3/8" _— 2 R.O. " 3'-L] R.O. " R.O. R.O. 2 10-3/8 R.O. R.O. 18 STURGIS ALUMINUM R.O. CUDH2O18 q SOLID VINYL CURDH CURDH2822 �3'- "—I CUDH2818 13 15 R.O.R.o. MARVIN ULTIMATE AWNING BASEMENT 1a CUDH4028 17 CLAD WINDOW. MARVIN ULTIMATE CLAD MARVIN ULTIMATE CLAD MARVIN ULTIMATE CLAD 16 MARVIN ULTIMATE CLAD REPLACEMENT A 13 REPLACEMENT DOUBLE HUNG MARVIN ULTIMATE CLAD AWNING WINDOW. _s'-1-5/8^_ REPLACEMENT DOUBLE HUNG DOUBLE HUNG WINDOW. DOUBLE HUNG WINDOW. R.O. WINDOW. LoE—II w/ARGON WINDOW. LoE—II w/ARGON LoE—II w/ARGON GLASS, DOUBLE HUNG WINDOW. LoE-11 w/ARGON GLASS, LoE—II w/ARGON NO. REVISION DATE GLASS, PRIMED WOOD GLASS, PRIMED WOOD PRIMED WOOD INTERIOR, LoE—II w/ARGON GLASS, PRIMED WOOD INTERIOR, GLASS, PRIMED OB CLAD INTERIOR, WHITE HARDWARE, INTERIOR, WHITE HARDWARE, WHITE HARDWARE, CLAD PRIMED WOOD INTERIOR, WHITE HARDWARE, CLAD WOOD INTERIOR, CLAD COLOR STONE WHITE. CLAD COLOR STONE WHITE. COLOR STONE WHITE. WHITE HARDWARE, COLOR STONE WHITE WHITE cuoFososo ALUMINUM SCREEN STONE ALUMINUM SCREEN STONE ALUMINUM SCREEN STONE COLOR STONE WHITE. ALUMINUM SCREEN STONE HARDWARE, CLAD MARVIN CLAD ULTIMATE CLIENT: WHITE SURROUND ALUMINUM SCREEN STONE COLOR STONE OUTSWING FRENCH DOORS. McGrath Residence WHITE SURROUND WHITE SURROUND WHITE SURROUND XX LEFT HAND.TEMPERED LOW E 49 Bacon Lane w/CHARCOAL FIBERGLASS w/CHARCOAL FIBERGLASS w/CHARCOAL FIBERGLASS WHITE SURROUND w/CHARCOAL FIBERGLASS MITE' II w/ARGON,STONE WHITE Centerville MA 02632 MESH. MESH. MESH. w/CHARCOAL FIBERGLASS MESH ALUMINUM EXTERIOR,PRIMED WHITE PINE SCALE: not to scale MESH. SCREEN STONE INTERIOR.MIRAGE SCREEN WHITE SURROUND DOUBLE OUT SWING DOORS. TITLE: WINDOW SCHEDULE FOR PRICING w/CHARCOAL DATE:OCTOBER 5, 201 2 FIBERGLASS MESH. MICHAEL A.JIMERSON A.I.A. ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,MA.02632 508 775-4264 majarch@coincast.net 18 4 ZD 6,_8„ R.O. O O O O SIMPSON#7244-300-700-0700 MARVIN CLAD ULTIMATE SUPADOOR STICKING SUPADOOR STICKING BUNGALOW SERIES DOOR OUTSWING FRENCH DOORS. SUPADOOR STICKING SUPADOOR STICKING EXISTING DOOR. "B"PANEL"F-1. "B"PANEL"F-1. w/#9541 DENTIL SHELF. XX LEFT HAND.TEMPERED LOW E "B" "B" 1-3/8"THICK DOOR w/ 1-3/8"THICK DOOR w/ PANEL"F-1. Y"PANEL.&1/4"WHITE Y<"PANEL.&1/4"WHITE EXTERIOR,PRIMED WHITE PINE 1-3/8"THHICICK DOOR w/Y<" 'ULTRABLOCK'FINISH. II ARGON,STONE WHITE PANEL 1-3/8"THICK DOOR wl& LAMI GLASS.POCKET LAMI GLASS.POCKET _INTERIOR.MARVIN CLAD ULTIMATE PANEL. PANEL. DOOR. DOOR. OUTSWING SCREEN DOORS. SEE SHEET 1.2 FOR MOULDING @ SEE SHEET 1.2 FOR MOULDING @ ROOM PERIMETER AND BOX BEAMS. ROOM PERIMETER AND BOX BEAMS. DOOR HEADER MOULDINGS: WINDOW HEADER MOULDINGS: WIND50P ONE #WOHC001, VVIND50F ONE #WOHC001. #S344112P,AND#WOST001. #S344112P,AND#WOST001. WINDOW CASING MOULDING: WIND50R ON CASING# A . 14 DOOR CASING MOULDING: WOCS008. WIND50R ONE CASING# WOCS008,AND PLINTH#WOPB001. BASE MOULDINGS: NO. REVISION DATE WIND50P ONE #WOBM003, AND#WOBS001. BASE MOULDINGS: INiNDSOR ONE #WOBM003, AND#WOBS001. CLIENT: ADDITION DOOR & CASED OPENING CASING ADDITION WINDOW CASING MOULDINGS McGrath Re51dence 49 Bacon Lane MOULDINGS Centerville MA 02632 SCALE: not to scale TITLE:DOOR SCHEDULE TRIM SPECIFICATIONS DATE:OCTOBER 5, 2012 MICHAEL A.JIMERSON A.I.A. ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,MA.02632 508 775-4264 majarch@comcast.net EX BEDROOM GENERAL CONDITIONS FOR DEMOLITION € ,tl 3� 31 A. PROVIDE SELECTIVE DEMOLITION OF INTERIOR PARTITIONS AND BUILDING COMPONENTS DESIGNATED TO BE REMOVED. 3-3 9 B. REMOVE HOLLOW ITEMS OR ITEMS WHICH COULD COLLAPSE. C. REMOVE ANY ABANDONED UTILIITIES AND WIRING SYSTEMS. II 11 II I II 11 II II I` I I 1 116"DIA.SUN / D. NOTIFY OWNER OF SCHEDULE OF SHOT-OFF OF UTILITIES. �IVING ROOK i i I ITUNNELBY / 3ifl 11ELUX. 11'.i THE CONTRACTOR IS RESPONSIBLE FOR SURVEY OF EXISTING CONDITIONS AND CORRELATE I I I 1 I I WITH THE DRAWINGS AND TO VERIFY THE EXTENT OF DEMOLITION REQUIRED. II II II " ----�-----u----.L---- I z B „ ----P1-----R---- SCOPEOFWORKFORTOTALDEMOLITON F. THE CONTRACTOR IS TO VERIFY CONDITIONS AT THE SITE TO DETERMINE WHETHER Q DEMOLITION METHODS PROPOSED FOR USE WILL NOT ENDANGER BY OVERLOADING, FRONT PORCH I! I I I I o FAILURE,OR UNPLANNED COLLAPSE. r �r --------- G. THE CONTRACTOR IS TO PERFORM DEMOLITION OPERATIONS BY METHODS,WHICH DO NOT o ENDANGER ADJACENT SPACES NOT TO BE REMODELED. • 16'-0P" z �. I.Y �. .. z, , THE CONTRACTOR IS TO PERFORM DEMOLITION OERATION TO PREVENT DUST AND LL x --------- 0 POLLUTANT HAZARDS. p w W E ! 8 2B-0"° I. THE CONTRACTOR IS TO PROVIDE REMOVAL AND LEGAL DISPOSAL OF ALL MATERIALS IN O ACCORDANCE WITH ALL STATE AND LOCAL LAWS. THE CONTRACTOR IS RESPONSIBLE FOR KITCHEN z / REPORTING TO THE OWNER AND HAZARDOUS WASTE MATERIALS THAT MAY BE ENCOUNTERED DURING LITION R CONSTRUCTION. O STUDY 6 PANTRY I I �x I NEwIz OUTLET13 T m5 i WHERE EXISTOING WALOL ARE REMOVED,THE CONTRACTOR SHALL PATCH EXISTING ADJACENT O J. 6 : WALLS,FLOORS AND CEILING AS REQUIRED WITH FINISHES TO MATCH EXISTING. O Ok 1T '" NOTE: CERTAIN EXISTIING ITEMS TO BE REMOVED AND SALVAGED FOR REINSTALLATION. L " zB DEMOLITION FLOOR PLAN 2T-0 SCOPE OF WORK FOR TOTAL DEMOLITON. REM VE NG STEPS FOR PROPOSED NEW ENTRY VE EXISTING STEPS FOR PROPOSED NEW ENTRY ULLY VE EXISTING BUILT-IN CABINETS AND RE-INSTALL O PLATOFORM AND I STEPS. (PROVIDE OWNERS PRICING OR O PLATOFORM AND STEPS. (PROVIDE WNERS PRICING OR 17 THEM FN THE BASEMENT.OWNER TO DETERMINE LOCATION. PATCH NEW STEPS AS A SEPARATE LINE ITEM). NEW STEPS AS A SEPARATE LINE ITEM). AND REPAIR WALLS,CEILING AND FLOOR AS NECESSARY. O RELOCATE (2)EXISTING WALL SCONCES. THEY ARE TO BE REMOVEBULK HEAD ACCESS TO CENTTERED ON THE WAL ON BOTHH S DES 0"ABOVE F N.FL. O RE USE IN R B A E-LOCATEED BATH ROOME,SALVAGE FOR 18 CRAWL PACE. PARTIAL DEMOLITION WILL HAPPENAFTER SUB FLOOR WHEN RE-LOCATED THEY ARE TO UP LIGHT.ADD G.F.I. REMOVE EXISTING DOOR AND FRAME,SALVAGE FOR IS INSTALLED IN NEW ADDITION SO PROTECT DURING DEMOLITION. OUTLETS BELOW SCONCES @ 16"ABOVE FIN.FLOOR. O RE-USE IN NEW 1st FL.BEDROOM. REMOVE EXISTING WINDOWS AND TRIM,CLOSE OPENING,PATCH& VE EXSING SHINGLES,WALL SHEATHNG, O CLOSOED CELL FIOAM IiNSULATIONOAND RE-SHEATH AL SI AND 1 B WINDOW ANID WALL AS INDICATED,REMOVE WALL FOR RREMOVE EXSTING EXISTING TOILET,SINK,VANI , E-LOCATED OCATED 19 INSULATE WALLS WITR, REPAIR WALLS. OH SOUNIDTBATT INSULATION,RE SHEATHI WALLS D - 1 CEILING WITH OPTION(1)'NANTUCKET BEAD BOARD'PLYWOOD DOOR&FRAME,REMOVE TO THE STUDS AND SUB-FLOOR. WITH z"GYPSUM BLUE BOARD w/e"KEENE'S CEMENT VENEER OR OPTION 2 A&M#9504 BEAD BOARD OR OPTION(3)A&M#9128. PLASTER FOR A SMOOTH FINISH. ( ) 11 EXST'G.P.LAM.FLOORING TO REMAIN.COVER WITH HOMOSOTE NO. REVISION DATE PROVIDE OWNERS WITH PRICING ON THESE 3 OPTIONS.REMOVE &PROTECT DURING DEMOLITION AND CONSTRUCTION. 0REMOVE EXISTING WINDOW AND REPLACE WITH MARVIN CUDH 4028 CARPET,SAND AND RE-FINISH EXISTING HARDWOOD FLOORS. IF FLOORSS ARE IN POOR CONDITION PROVIDE OWNERS PRICING 12 REMOVE EXISTING SURFACE MOUNTED CEILING FIXTURE. LEAVE'J' R.O.3'-10-3/8 x 5'4-7l8 NEW EGRESS WINDOW. OPTION PORCELAIN CERAMIC TILE FLOORING @$10.00 SQ.FT.INSTALLED. BOX AND HAVE SWITCHED TO WALL SWITCH @ ROOM ENTRY. OGENERAL NOTE 1st FLOOR: COORDINATE WITH HVAC SUB-CONTRACTOR 13 REMOVE EXISTING WINDOW AND DOOR,CLOSE OPENING,PATCH CLIENT: FOR THE REMOVAL OF HOT WATER PIPES FOR THE SECOND FLOOR AND REPAIR WALLS AND TRIM AS INDICATED. McGrath Pe5idence THAT ARE IN THE 1st FLOOR. WHEN REMOVED PATCH AND REPAIR 49 Bacon Lane CEILINGS AND WALLS. 14 REMOVE AND SALVAGE EXISTING BUILT-IN CABINETS. MOVE AND Centerville MA 02632 O STORE WITH REFRIGERATOR IN BASEMENT FOR RE-USE IN NEW SCALE: I/8 I'-O" 5 REMOVE EXISTING DOOR&FRAME FOR RE-USE.CLOSE OPENING, KITCHEN. PATCH,REPAIR,RE-FINISH WALLS,CEILING,AND WOOD PATCH&REPAIR WALL,MATCH WAINSCOTING AND PLATE RAIL BASE MOULDING. RE-LOCATE OUTLETS TO BE 16"ABOVE FIN.FLOOR. TITLE: 1st FLOOR DEMOLITION MOULDING WHERE DOOR USED TO BE. PLAN&GENERAL CONDITIONS NEW BEDROOM#3 KITCHEN &W.I.CLOSET(PANTRY)TO BE CARPETED FOR PRICING 15 (KITCHEN) OREMOVE EXISTING CLOSET&DOORS,CLOSE OPENING,PATCH& O EVALUATE TO REMOVE P.LAM.FLOOR AS NECESSARY AND DATE:OCT05ER 8,2012 REPAIR WALLS,CEILING,AND FLOOR. ADD NEW BASE TO MATCH PREPARE FOR CARPET OR TO KEEP AND BRING DEMOLISHED AREA EXISTING. NEW WINDOWS ARE TO BE MARVIN#CURCH SURFACES WITHOUT P.LAM.TO BE LEVEL.FOR CARPET. R.O.4-21-1/8"H x Z-10-3/8"W.ALIGN HEADER HT.WITH EXISTING MICHITECTUREAEL A. &INTERIORS A.I.A. WINDOWS IN THIS ROOM. NOTE:IF HEADER HT.IS TOO HIGH i.e. 1 g NEW BEDROOM#3(KITCHEN)&W.I.CLOSET(PANTRY)TO BE CARPETED ARCHITECTURE&INTERIORS ROOF OVER HANG FROM GABLE FROM GABLE.CALL ARCHITECT TO O EVALUATE TO REMOVE P.LAM.FLOOR AS NECESSARY qND 193 Horseshoe Lane PREPARE FOR CARPET OR TO KEEP AND BRING DEMOLISHED AREA Centerville,MA.02632 DETERMINE A REVISED HEADER&SILL HEIGHT. INTERIOR TRIM SURFACES WITHOUT P.LAM.TO BE LEVEL.FOR CARPET. 508 775-4264 TO MATCH EXISTING. EXTERIOR TRIM TO MATCH NEW CONSTRUCTION majarch@comcast.net WINDOW TRIM. 0 9' 9' TUNNE L EL BY (D =j 2'.7j- z -1 18 " E"71F 611* IA GENERAL CONDITIONS FOR DEMOLITION (D CA A. PROVIDE SELECTIVE DEMOLITION OF INTERIOR PARTITIONS AND BUILDING COMPONENTS DESIGNATED TO BE REMOVED. B. REMOVE HOLLOW ITEMS OR ITEMS WHICH COULD COLLAPSE. 0 o EASTW. I:_j- ](D C. REMOVE ANY ABANDONED UTILIITIES AND WIRING SYSTEMS. "IT_ET I FF-1 8 I .......... I 0 D. NOTIFY OWNER OF SCHEDULE OF SHOT-OFF OF UTILITIES. .............. THE CONTRACTOR IS RESPONSIBLE FOR SURVEY OF EXISTING CONDITIONS AND CORRELATE WITH THE DRAWINGS AND TO VERIFY THE EXTENT OF DEMOLITION REQUIRED. F. THE CONTRACTOR IS TO VERIFY CONDITIONS AT THE SITE TO DETERMINE WHETHER DEMOLITION METHODS PROPOSED FOR USE WILL NOT ENDANGER BY OVERLOADING, DEMOLITION 2nd FLOOR PLAN FAILURE,OR UNPLANNED COLLAPSE. G. THE CONTRACTOR IS TO PERFORM DEMOLITION OPERATIONS BY METHODS,WHICH DO NOT D . 2 (D HE.—-ISTIIG OOOR-1 FRANKE IOR RE-ISE"111 (D REMOVE EXISTING AIR CONDITIONING 11 IT. ENDANGER ADJACENT SPACES NOT TO BE REMODELED. NEW LOCATION. (D REMOVE-1 TING—-ON F-C"AND REPAIR FLOOR. (D I NFIR"WnH—NER1 11-ISTING r1. THE CONTRACTOR IS TO PERFORM DEMOLITION OERATION TO PREVENT DUST AND NO. REVISION DATE WALLS,AND CEILING. CLOSET ROD&SHELF ARE TO REMAIN. REMOVE EXISTING WINDOWS.DIMENSIONS SHOWN ARE C) REMOVE-IS-..W.N.—E.DIMENSIONS SHOWN ARE POLLUTANT HAZARDS. (D CENTER LINE FOR NEW WINDOWS. CENTER LINE FOR NEW WINDOWS, O GENERAL NOTE I EXISTING WAINSCOTING MAY REMAIN IN pff THE CONTRACTOR IS TO PROVIDE REMOVAL AND LEGAL DISPOSAL OF ALL MATERIALS IN EXISTING WAINSCOTING MAY REMAIN.PROPOSED I PROPOSED NEW­R BATHROOM AS CONTRACTOR TO MASTER BATHROOM AS CONTRACTOR TO ACCORDANCE WITH ALL STATE AND LOCAL LAWS. THE CONTRACTOR IS RESPONSIBLE FOR CLIENT: PROVIDE ALTERNATE PRICING OPTION TO RE-SURFACE PROVIDE ALTERNATE PRICING OPTION TO RE-SURFACE WALLS WITH NEW-? I T BEAD BOARXI.WRING DEMOLITION WALLS WITH NEW I?I T BEAD BOARD.DURING DEMOLITION REPORTING TO THE OWNER AND HAZARDOUS WASTE MATERIALS THAT MAY BE ENCOUNTERED McGrath Residence PROTECT EXISTING WALL TO WALE HARD MOD PROTECT EXISTING WALLS TO REMAIN.EXISTING HARD WI>OD FLOORING TO REMAIN PROTECT WRING DEMOLITION FLOORING TO REMAIN PROTECT WRING DEMOLITION DURING DEMOLITION OR CONSTRUCTION. 49 Bacon Lane WITH HOMOSOM BOARD. WITH HOMOSOM BOARD. Centerville MA 02632 (D EXIITINI —INSCOTING-.P—E-ILC.TO.U�LDI�.GWIILL E.ISTIN.WAIN!3.01ING AND 11TE FAIL....ING WILL J. WHERE EXISTING WALL ARE REMOVED,THE CONTRACTOR SHALL PATCH EXISTING ADJACENT RE AIN IN PROPOSE NEW OFFICE PROM RNG (D REM IN IN PROPOSE NEW OFFICE PROTECT DURING OE OUTION.EXISTING HARDWOOD FLOO WILL REMAIN DE OUTION.EXISTING HARDWOOD FLOOR WILL REMAIN WALLS,FLOORS AND CEILING AS REQUIRED WITH FINISHES TO MATCH EXISTING. SCALE: 118"= L-0" P OTECT DURING DEMOLITION AND CONSTRUCTION WITH PROTECT DURING DEMOLITION AND CONSTRUCTION WITH HCN,OSOM BOAND. HOMOSOM BOARD. TITLE: 2nd FLOOR DEMOLITION (D LOCATION OF FUTURE CASED OPENING AND DOOR To (D LOCATION OF I.-RE CAS..OPENING AND DOOR TO NOTE: CERTAIN EXISTIING ITEMS TO BE REMOVED AND SALVAGED FOR REINSTALLATION. PLAN&NOTES FOR LAUNDRY SHUM M NEW 1.I FLOOR LAUNDRY ROW, I.AUNDRY SHUTSTO NEW IM FLOOR LAUNDRY ROOM. PRICING DATE:OCT013EP 8, 2012 MICHAEL A.JIMERSON A.I.A. ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,MA.02632 508 775-4264 majarcb@comcast.net _. _. IN NEW ATTIC SPACE ABOVE THE LAUNDRY ROOM LOCATE AIR 4'-43„ CONDITIONING 4 EQUIPMENT. II CO-ORDINATE w/HVAC SUB- CONTRACTOR. 18 EXHAUST FAN FULL EXTENSION PANTRY MILLWORK CABINET 1 . E-1JI Data Ob 26'-2" FINISHED 1ST FLOOR CEILING 24'-10" 1ST FLOOR HEADER HT. 1 . 1 NO. REVISION DATE CLIENT: McGrath RC51dence 17'-1" FIN. FIRST FLOOR 49 Bacon Lane Centerville MA 02632 Fr`G- +15'-10"FINISHED BASEMENT CEILING SCALE: 1/8"= 1'-O" F I�` PLACf_ TITLE:INTERIOR ELEVATIONS EXISTING AVERAGE GRADE 14'-6" DATE:OCTODER 8,2012 MICHAEL A.JIMERSON A.I.A. ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,M.A.02632 508 775-4264 majarch@comcast.net 6'-l"PANELED WAINSCOTING. MADE FROM 3A"x 4"'s.CAP IS A&M#9691 J"x 1-1/2". UPPER KITCHEN 3'-9"x 7'-0" CABINET WALL CASED OPENING MOUNTED. REF. 2 a 2 PANTRY/ O BROOM FULL 6•_1. -EXTENSION'. PULL-OUT LOWER KITCHEN T.F CABINETS. UPPER UPPER 1 . 2 CABINET KITCHEN u a KITCMEN CABINET WALL CABI ET ALL MOUNTED. MOUNTED. NO. REVISION DATE SINK — LOWER KITHEN LOW R KITCHEN McGrath Re5ldence CABINETS. DW CABIP ETS. 49 Bacon Lane GAS Centerville MA 02632 FiRE- PLACE SCALE: 1/8"= I'-O" TITLE:INTERIOR ELEVATIONS DATE:OCTOBEP 5, 2012 MICHAEL A.JIMERSON A.I.A. ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,MA.02632 508 775-4264 majarch@comcast.net INSETS BETWEEN BOX BEAMS CEILING FINISH OPTION #1: 'NANTUCKET BEAD BOARD 4' x 8' PANELS ON 2" GYPSUM WALL BOARD. CEILING FINISH OPTION #2: 7'-6'ADDITIO 10'-D'COVERED VERANDA A&M #9129 2" x 3" FACE `"B "j "° 11• PRE—PRIMED BEAD BOARD. 47/8 ; -7/8" 6 BEAM S @SID BOARDS @SIDES AND BOTTOM FAMILY ROOM 11 T� CEILING FINISH OPTION M1: ._.................__....____.___�. 'NANTUCKET BEAD BOARD 4'x 8'PANELS ON}'GYPSUM ._,.. ... .. .......... _._. ........,..- �� WALL BOARD. - - ^ - - CEILING FINISH OPTION p2: ABM it9129+�'z 3'FACE � L PRE-PRIMED BEAD BOARD. j L� `� �—A&M # 5280 3/4" x 2-3/4" f ___ _________ ___ CEILING COVE MOULDING. 0 II II u I I I I 1 l"DIA.SUN - 1I I I I I 1 ITUNNELBY A&M # 8064 1" x 1-3/8" I I 1 1 I I 1 l_UUl I I 11 I I C 16 _______________r �o PICTURE MOULDING @ II II 11 II we m 11 °O ROOM PERIMETER. ASED OPENIN 3 0 •{•A DITION aL---�1—__— I NBOTHSIDES i aQ OF EA SIDE. II II II 11 - - ---------------i- �������� TYPICAL BEAMS: 6" WIDE, m -------- - II II II ? DINING ROOM o o �� — i i i i i i BATHROOM x< 5-1/2 DROP. BOX BEAMS ARE m I I I I I I CEILING FINISH: A m MADE FROM 1"x 6". A&M #5289 GYPSUM WALL BOARD w/ o m ENTRY PORCH I I I I ' SKIM-COATil PLASTER w 0 CEILING COVE MOULDING @ ---------- ' i _ PERIMETERS. I W I F ....>r...,.,.... D.W. _ . BEDROOM ao n 1 . 3 3,.°EG > KITCHENE WALL BEAMS @ROOM is;EF PERIMETER:4 7/8" WIDE, 5— 1/2" .0 D.W. Tj 4 DROP MADE FROM 1"x 6". A&M REVISION DATE IDES gNDABOTTOM RDS@ U _....'U'io N 4 rnm _ $� M #5289 CEILING COVE MOULDING, A&M #8064 CLIENT: COV RED i PORH I sTFLooRPLAN PICTURE MOULDING @ ROOM McGrath Residence KBE'DBOARD I 49 Bacon Lane PERIMETERS. Centerville MA 02632 SCALE: 1/8"= 1'-0" TITLE:REFLECTED CEILING PLAN FOR PRICING 1 ST FLOOK REFLECTED CEILING PLAN DATE:OCfOBER8,2012 MICHAEL A.JIMERSON A.I.A. ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,MA.02632 508 775-4264 majarch@comcast.net Z CUM�v 10'"EXOVEREDVERANDA EGAT ��014C, ]w_ 7'-6'ADDITIONSLAB TO MATCHSEXISTING POOL DECK. I4 G L 4'DF t•� � / qq \ / ° FAMILY ROOM of raD' s'-10 im 13 E via 3.!4. o a � ��i R i i 13 S w 3 i 2 14 14 14 _a- Uwe gw \ B. 3'-. �.0 / — II fDn 5r}' ! n� II II 11 I I / W>10 x =F I I I( (1 I I SUN TUNNEL E ¢3 3 I I 1 1 i t I I TUNNENE L BY UP / veLux �___ Q o 6,.1 . z I I LIVING�POM i i I I (9 sr�Y 1 4)11'TR D 1 � (4)7.12• ISE CASED OPENING ENIIN W 2'-6' DITION ----,'-I-----11----.L.l----_ 1J�/ DOW 3 O .i I--I-----I"I----T7----� I ` OF EAC SIDE. . II II kl 3 4 6.1 . 3AZ , •v (n I d ---------- I I i t I I 6 v % DINING ROOM \ BATHROOM ENTRY PORCH �} II _ II k .� \ aca-r 6-s� 3'tp -0Z II -„ ' FIR"=S ---------- w ,,,,, ONE \ I 1 (d)RECESSED f ----------- — 6'-1 SHOWER I ^"' REMOVE EXISTING DOOR \ OUTLETS.EACH ® I • • CORNER OF ROOM d FRAME AND RE—E AS Ct \. � LOCATE AS PER j INDICATED. a z,...�.....,....�., D.W. 1 T. `.../ ! DIMENSIONS.. ________ • BE�IDROOM#3 E97, 1LL.j Z NEW es(2)OUTLETS aorn 1 STUDY tW�i Y a /neoovE ) 3•-e' ' KITCHEN ` w of 56 ./. 6'-102 3 it it FOR 11 w ❑ s� ,g S r` 5'-94 • IDC3 1ST FLOOR PLAN 14 15 5 A. 01 -116 17 ]'-1 ,4'-1 6 3'-6 '� 3`0 NO. REVISION DATE _ 1 ST FLOOR PLAN SMOKE DETECTORS REVIEW90 CLIENT: JAI McGrath Residence S.A ALDKIGHEP-T. DATE 49 Bacon Lane Centerville MA 02632 SCALE: 1/8"= 1'-0" TITLE: 1st FLOOR EXISTING FIRE DEPARTMENT DATE HOUSE&ADDITION PROGRESS BOTH SiGNATURES.MRE REWIRED FOR PERMIT-TING PLAN DATE:OCTOBER 5. 2012 MICHAEL A.MMERSON A.I.A. ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,MA.02632 508 775-4264 majarch@comeast.net 1 El 14 15 - S.HL 30.314' W 0.aoB r^� ❑ I H.H1.83' j sH al H 313/4' EXISTING DOOR 4' NluwIXtX �....,% 1��o111...___16'DIA.SUN RELOCATED IN -� ' - TUNNELBY — �-- f'L=9 NEW PARTRION. VELUX. - [� �t I zw 3 m2)NEwj-PLVWOOD t r O rr t LLWORX CLOSETS I i W IM ROD 8 SHELF II 3 Cairg.Hl.64' aa•W x ia•H x BYM. wl, 9 - \ C.0'g.M.90.5116" Q� Z \ + m I 2 rZ. no MASTER BEDROOM °5 e E q 4 w r`, - NOTE.FIX EXISTING LOOSE. i _= FUDORBO-Sw WOOD \ / (/J - SCREWS.FILL ANDRE-FINISH Q NZ AS NECESSARY. \ `--� 2� \ E .............� .�^'�. Y ' El8 � � 8. DN � Ceil'g.HI.88-5/16' Lp / + x;= OFFICE/ Cen'g.Ht 64• AWAYROOM - BEDROOM#2 J� T " TING EwSTInG L°' ' EX E Ceil'g.Ht.90-5/16' C.H-9.Hl.90-718' sET wl `,f .� + a sHs1T Nluwo / � I S.Ht 30-314' S.HL 3&3/4' A. 02 H.HL 83' H.H1.83' NO. REVISION DATE Ile CLIENT: McGrath Residence 49 Bacon Lane Centerville MA 02632 _SCALE: I/8"= I'-OII TITLE:2nd FLOOR PLAN FOR PRICINGT DATE:OCT013EP 8, 2012 MICHAEL A.JIMERSON A.I.A. ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,MA.02632 508 775-4264 majarch@comcast.net CROWN#59028902(OR EQUAL) 8 SQUARE•T PULTRUDED FIBERBLASS SMOOTH SQUARE ,/`�'""5-1 Y x S1/2'TREATED GLU-LAM COLUMN COLUMNS./TUSCAN .i^' CONTINUOUS TO TREATED GLU-LAM CAP 8 BASE#590292008."""""`� ✓'f 5­7/16'x 11 JAF BEAM. SIMPSON MODEL#AB66 POST BASE 'DIA.MACHINE BOLTS(2)12 .........,_ '"� ' //"�'�'4'CONCRETE PAD SLOPE}'/1'-0"FINISH // e \ \\ 6'Y'CRUSHED STONE.—, / TO MATCH EXISTING POOL SURROUND. / .✓ SLOPE TO CONTINUOUS LINEAR DRAIN. \ 6.6!SSo WWF. ^-----5/6'DIA.ANCHOR BOLT (�\ _ FILI BOTTOM w/6'DIACONNECTDR .I ��LINEAR DRAIN FOR >O 4#3 STEEL VERTICAL. CRUSHED STONE AND, \ RUN-OFF.THIS FOR FROM BOTTOM TO \\ \ 150GALLON CAPACITY. O BIG FOOT PIE0.FOOTING 2'-0'DIAMETER. `—� BASE WITH 10'DIA.PIER.48'MIN.BELOW /DRVWELLS. \�— �/ (7)6'x6"MOISTURE w f GRADE. TREATED GLU-LAM POST r -^--(2)#5 STEEL REBAR VERTICALLY #5 REBAR 24'LONG DRILL INTO " ON#ABU66 POST BASE EXISTING FOUNDATION AND SET FOR VERANDA GLU-LAM 8-COMPACTED SOIL WITH ON-SHRINKING EPDXY GROUT COLUMNS ON 10'DIAMETER r (4) (7)HALF18'DIAMETER BIG-FOOT FOOTINGS 10'-0"COVERED VERANDA j PIERS W/(4)#3 VERTICAL I W-0.8ElOW FINISHED GRADE w/(2)#5 T-6 w/4"EXPOSED AGGREGATE O 8 2-0'BIG FOOT FOOTING VERTICALY. SLAB TO MATCH EXISTING POOL DECK. ¢ 4 BELOW FIN.GRADE. SECTION OF CONCRETE FOOTINGS FOR VERANDA COLUMS _o z-o o^ o s Z trPl�"n� ALUMINUM DOW Q __ -1 WELL—.--_ — / -------------------------- r z 'DIA.HOLES FOR 4-M- O V 3,I6• I I I I O O I , 1 EXPANSION BOLTS. 3-ELI DIA OSTANDARD PIPE COLUMN WELDED TO PLATE. BASEPLATE3/8"x8'x8' 0 m TOP OF DUST COVER TO BE ON 1-ELEVELING GROUT. 1 I I I I 1 1 O F 3-CONCRETE DUST 6 MIL.POLY.VAPOR BARRIER. I I O I I I I g N COVER. e I — I I - EXISTING CRAWL SPACE I I I I N 3 2'4F.2'4F.12'FO6TING WITH 3#4 REBAR EACH '--8-COMPACTED SOIL DIRECTION @ BOTTOM OF I 1 FOOTING. I I I I I 1 x On I= I I I I I 1 N SECTION OF CONCRETE FOOTINGS I I _Douo I > FOUNDATION AND EXISTING BASEMENT NOTES: I I - I I I 1 r------------------------� �-----------------� I I I .' � a OSPRAY CLOSED CELL INSULATION @ PERIMETER OF EXISTING CRAWL SPACE FROM TOP OF FOOTING TO BOTTOM OF SUB-FLOORING TO DEPTH OF S'FOR AN 1 r-------- 1 I I 1 i \` Q R-VALUE OF 35. I 1 2 I I I I I O O2 REPLACE EXISTING BASEMENT WINDOWS WITH STURGIS I I O I 1 1 1 1 I 3 ALUM/NUM SOLID VINYL AWING BASEMENT WINDOWS w/ 1 I I 1 i 11 DUAL PANE INSULATED GLASS. OCONTRACTOR TO PROVIDE OWNERS PRICING OPTION FOR 1 IO 1 /— 1 1 I 1 I 1 SLOPE VERANDAS G J"PER 12^ 5-AD" VERANDA FLOOR.OPTION#1.TO BE POURED CONCRETE PAD I 1 V 1 1 AWAY FROM THE HO SE TO MATCH EXISTING POOL SURROUND.OPTION#2.TO BE 1 I E I I I € • 1 1 i 1 1 I EXI TING SLAB AROUND POOL AZEK DECKING AND TRIM BOARDS ON P T.FRAMING. 1 1 [ I E I 1 1 ( 1 I SL E DI ECTION OCONTRACTOR TO COORDINATE WITH HVAC SUB CONTRACTOR I 11 I { 1 1 1 I 1 O AND ELECTRICAL SUB CONTRACTOR TO EVALUATE EXISTING 1 I I I ( I I 1 42$" Y PANEL AND ADD ACCORDINGLY FOR NEW ADDITION. 1 _. :_.. ,= . 1 1 I I I I FOUNDATION WALL TYPI At o4�\_E 42 1 1 I I 1 I 1positioned1 NOTE: F o 1 (5 square feet O1 vend ation openings I 1 ADDITION FOUNDATION O W 1 I ( I I I I I 1 1 1 744 SQUARE FEET Osite to pMvide CMF CRA6WL SPACE 1 I .ALES ARE e"THICK O w 1 1 2'x 8' 16'O. 1 ( 1 1 1 1 TO(P AND BOTTOM BAR W m(7 1 1 I F�ooRRAMIIG I I I 1 I I NEW CRAWL SPACE I : I CONTINUOUS. m e LL 6'-10" 1 1 1 1 1 1 PROVIDE 3'CONCRETE DUST COVER I 1 N 3 0 TOP OF DUST COVER 1 a r , 'BELOW EXISTING FINISHED EXISTING CRAWL 1 1 1 1 I 1 FIRST FLOOR. SPACE 1 1 IFDRNACE Z z I . 1 • 1 j o�oz o EXISTING BULKHEAD LB _ u USED AS ENTRY TO N 1 I I 1 O LLO i / T-0" COLUMN: 1 I d¢ Z 6'-101" 1 1 CRAWL SPACE. I I31Q A.CONCREa ;o o p 2 1 �' • FILLED IIALLY COLUMEN. 1 x1FOOTINGO y/+BOTTOM OF FLOOR FRAMING 89' 'x80.' 1 —­1 T-6-x 2'-0'x 1'4F. I - 1 < ^>-TAL REINFORCING: Z(3)#S BOTH WAYS@ BOTTOM. I - O O3'-" EXISTING BASEMENTI '¢4 ELECTRIC 1 I w 1 wO A ■ OOPANELII <w5 SEWER I WATER 1 NEW L 1O NO. REVISION DATE FOR OUT O 2 1 1 10 BEAM POCKET ip 1 I ----8 O-- ----------------------J ___ ___ 9-1/2'x 12' --------------- J TOP OF FOUNDATION 89-3/4' r — IIf L----------------- -- — - — -- �% z I McGrath Residence (4)+(7)HALF18-DIAMETER'BIG-FOO7 FOOTINGS i— \\ 0'-0'BELOW FINISHED GRADE w/(2)#5 - #S REBAR FOUNDATION 7'-1 g -0 3$'ALUMINUMWI DOW I'-10^BOTTOM OF FOOTING VERTICALY. EXISTING FOUNDATION AND SET CONCRETE PAD BELOW EXISTING FINISHED \ FILL BOTTOM w/6"DIA. WITHNOWSHRINKING EPDXY GROUT LANDING.ALT.OPT. WELL. FIRST FLOOR CRUSHED STONE AND 49 Bacon Lane 1-1R'BLUE STONE. I I CONNECT DRAIN PIPE Centerville MA 02632 CONNECT GUTTER I �/ FOUNDATION PLAN 2'-0 2'-0 3'-D 2'-° ► FROM BOTTOM DOWN- ALL CONCRETE WORK SHALL CONFORM TO THE LATEST ADDITION OF DOWN SPOUT FOR 1 \ / SPOUTS TO DRYWELLS. THE ACI CODE 318 MANUAL OF CONCRETE PRACTICE.CONCRETE FOR ROOF RUN-OFF TO(2) \ \ SCALE: I/8 = I -0" DRYWE_ FOOTING AND FOUNDATION WALL TO BE 400 PSI.ALL 23 0 GALLON C 150 FOOTINGS SHALL BE CONTINUOUS 2'-0"x 12"CARRIED DOWN 6^INTO GALLON CAPACITY. \\`--�// TITLE:FOUNDATION PLAN UNDISTURBED MATERIAL HAVING A MINIMUM BEARING CAPACITY PF 1-1/2 AND FOUNDATION DETAILS TONS PER SQUARE FOOT.BOTTOM OF FOOTINGS SHALL BE A MINIMUM FOR PRICING j 4'-0:BELOW GRADE.INCLUDE FOUNDATION DRAIN CONNECTED TO DRYWELLS AS INDICATED.ALL NEW CONCRETE WALLS SHALL BE A DATE:OCTOBER 5, 2012 MINIMUM OF 8'THICK AND SHALL HAVE 245 REINFORCING RODS BOTH TOP AND BOTTOM OF WALL RUNNING CONTINUOUSLY,UNLESS SHOWN DIFFERENTLY IN STRUCTURAL DRAWING. MICHAEL A.JIMERSON A.I.A. ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,MA.02632 508 775-4264 majarch@comcast.net W W � 36"RAILING HEIGHT TO MATCH D-n cn o o EXISTING BALUSTERS, NEWEL FF- m x r rn POSTS,AND RAILING IN LIVING ROOM. \ —_— OOCO 2'-11$" D m m m X m m m x = V REMOVE EXISTING WINDOWS \ W*v x ' ' AND TRIM,CLOSE OPENING, �n r- O Wo tv PATCH&REPAIR WALLS. 8 p m0) O Cn O LAUNDRY (21 m o \ XM F—•-------- PANTRY/ I BROOM ......_..................................._i I FULLL REMOVE EXISTING SHINGLES,WALL SHEATHING,INSULA E WALLS IEXTFNsinm -Do ULL-OUT WITH SOUND BATT INSULATION,SHEATH WITH "GYPSU BLUE BOARD 00 j W/' KEENE'S CEMENT VENEER PLASTER SMOOTH FINIS . NOTE:SEE j n m / 4'-0" INTERIOR SECTION/ELEVATIONS FOR WAINSCOTING. 4'-0" m �2'-43" 1'-1 1'-1014 3'-83" _gZ ASED OPENING o 4 4 4 8 ON BOTH SIDES 23-0" i (� `ri✓` - OF EACH SIDE. _ D 5 4'-10-" 8 L-------- i i r 4'-0" 0 ZJ T-6"A DITION O i 14'-6$" m --- Z �._%i Z 3 .-..I o T-`r8" i I I i � i 4'-6$" � �•I I I I� � 1 . �4 7,34" 3,0$" 3,8�" \ -61„ / \ -61" / 3'-8$" 7-104,. A . 1 Az 10'-0" AVER D VERANDA * W/4" OSED AGGREGATE NO. REVISION DATE N VERANDA SLA TO MA CH EX STING POOL DECK. a 0 42'-6"x 10'-0" 0M CLIENT: McGrath Residence 49 Bacon Lane Centerville MA 02632 41 SCALE: 1/4"= 1'-O" TITLE: 1 st FLOOR ADDITION PLAN FOR PRICING 6-12" x 6-1/2"P 3L COLUMN SHEATHED WITH SQUI RE COLUMN TRIM TYPICAL @ VERANDA COLUMNS). DATE:OCTOBER 8, 2012 MICHAEL A.JIMERSON A.I.A. ARCHITECTURE&INTERIORS 5-1/2' -10�" -10-" _1 o- -10�" -10�" -10 -1/2" 193 Horseshoe Lane 2 2 2 2 2 2 Centerville,MA.02632 2'-6"ADDITION 508 775-4264 majarch@comcast.net 4 29' $" S.Ht.37-1/4" S.Ht.37-1/4" H.Ht.89" H.Ht. 89" \ m NN fm1 i = 1 CD A 1 cQNX NN 1 2 _ i 1 rn � A o _._._._._._._._.------------- -----------.__._._._._._._._._. \ MASTER BEDROOM \ / m m X cowWO �� \ / Al2 �N zt b (n =rZ � n Z A = BEDROOM # 2 \.\\ �� Ao boo Z x �r OD = n� Z T1 =(n \ i' _ \ in S to Irmo CD m-4O oDW i Wo W o m \ =W Ns \V 777=77V 30'-84., "�. �m \ CD A\\\ \V\\V\\\\\ 2 F \ o � ._- \vvvwvvvvvvywvvvwvvvyvvvvvvwvvvywwvwvvvvvvvvvvvvvovvvvo�yvvv mw W � \ OD r =w 02 6" IA. SU o \ _ '-UNNEI.B \ \ z VELUX. o N \ = m . ... .... .... . m ®.. rWz O r X -113" �1 1.. 1„ Ernr I m ��� 8 \3� m A. 2 N�Z CD MASTER B T ROO `§ m f" OFFICE/ �- ® ® 3'-38 -34 \ NO. REVISION DATE r \ Cn AWAY ROOM = 1/7 K co _..__.... ............._ m r r\ 8 3 m x 1 - 5" in O \ CLIENT: \ \ g % 6' 3'-0" o . o McGrath Residence O z _ I _ 49 Bacon Lane -44, \ Centerville MA 02632 \ s a SCALE: 1/4"= 1'-0" m-q U)n TITLE:2nd FLOOR PLAN FOR O c 0 7 8 9 PRICING mm 2 10'-721 -11" 2'-78" -08" W DATE:OCTOBER 8,2012 N VELUX SUN TUNNEL VELUX SUN TUNNEL r MICHAEL A.RMERSON A.I.A. 14"DIAMETER. S.Ht.42" 14"DIAMETER. ? H.Ht.80.5" ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,MA.02632 508 775-4264 majarch@comcast.net Rate 28 I Road �o\c �o ti� o S o� oco � L Locus cudder y U� o z orseshoe Ln 0 a Oy St on Beach Road 8.99 LOCUS MAP SCALE 1"=2000'f 6 ASSESSORS MAP 207 PARCEL 19 LOCUS IS WITHIfrFEMA FLOOD ZONE C BENCHMARK: TOP STONE DATUM: APPROX. NGVD BOUND EL. 50.7' SEPTIC SYSTEM AS PER INSPECTION REPORTS DATED MAY 12, 2004 & 4/4/12 - EDGE Pq�EMENT 37 4' - - - ACON LANE ZONING SUMMARY x L9 45X - -x�9.25 ' "`_ � � ` 49.90 k X \ ` 49.51 PROPOSED ZONING DISTRICT: RD-1 DISTRICT X CANTILEVERED ROOF 0 �- OVERHANG MIN. LOT SIZE 43,560 SF x 49.49 53 QQBB�of MIN. LOT FRONTAGE 20' k 49.49 49.79 MIN. LOT WIDTH 125' CONC. PAD b 49. -IL4 MIN. FRONT SETBACK 30' 67 @ARBOR P) x 50.61 - -x 49.81 49.97 49.67 49.74 x N N/ N 9.49 49g4 MIN. SIDE SETBACK 10' 4 .49 6 50.21 .98 MIN. REAR SETBACK 10' k / � 4? - EXISTING 5 / CONC PAD /QI 50.74 SITE IS LOCATED 6 94 CONCRETE PAD ELEV. 50.0' N p.2, /' GO %50 �8 P OTECTION OVERLAY, ESTUARINE E 50.16 STONE / PROTECTION AND AP DISTRICTS k 49.97 Q 5�. �7 \ DRIVE / EXISTING 2 FIRST FL. EL. 52.7' / 1 \ 01 POOL .34 \\ / 4 0 : 08 EXISTING ` 50.29 \�0 49.92 0 x 49.03 DWELLING 9.11 86 REFERENCES W. TOP FNDN. = 52.3' 87 .46 CTF. 197115 4 49.63 x 48.78 LCP 20895-A SHED X-X _ 39'9• PL. BK. 521 PG. 242 �. GAS POOL PAD CORNER ELEV. 49.6 ,�p�L METER 0) _o PROPOSED EXIST. PIT \� 4 .14 L r ADDITION/RENOVATION AREA ON CRAWL,PACE MAIN CESSPOOL PROPOSED 24" THICK FOUNDATION THIS AREA TO MAINTAIN MIN. 10' TO INSIDE 91. x 46.72 WALL 0p• r7 1000 GAL LP x 47. 9 IUD jo( VJ 9g•61' SITE PLAN SH OF�A s . 1 DANA.IEL ` 49 BACON LANE DANIELA. oy OJA CO oJALA Na 980 CENTERVILLE ( No.4o702 .e oe off 508-362-4541 � `.L ��: ' PREPARED FOR fax 508-362-9880is sq ' I Pe.com © P L' downca , Ei \ PETER McGRATH r e I� down cape engineering, inc. /� O!A A d A. j i I',/i 0 l L_A OCTOBER 17, 2012 civil engineers 1� �n u.40080 land surveyors 939 Main Street ( Rte 6A) 1l 'or�atc�h - ��'/ _ Scale: 1"= 20' YARMOUTHPORT MA 02675 12-260 DATE DANIEL A. OJALA, P.E., P.L.S. 0 10 20 30 40 50 FEET