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1045 OLD POST ROAD
IO�s OLD �r _ Town of Barnstable Building s Post This Card So That 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%' �e�n11t ,u•�° Where a Certificate of Occupancy is Required;>such Building shall Not be Occupied untit'a Final lnspection has°been:made Permit Permit No. B-20-1210 Applicant Name: John Delaney Approvals Date Issued: 05/29/2020 Current Use: Structure Permit Type: Building-Detached Accessory Structure Expiration Date: 11/29/2020 Foundation: Residential Map/Lot: 074-003-002 Zoning District: RF Sheathing: Location: 1045 OLD POST ROAD(CT&MM),COTUIT Contractor Name:y",,JOHN J DELANEY Framing: 1 Owner on Record: DEG RAAN, EDWARD F& PATRICIA A Contractor License CS-009961 2 Address: 68 BLACK ROCK DRIVE � - Est. Project Cost: $50,000.00 Chimney: HINGHAM, MA 02043 I Permit Fee: $355.00 Description: Build 10'x20'cabana, basement will have pool equipment located in Insulation: --Fee Paid: $355.00 it,first floor will have 1/2 bath, laundry,and storage rooml Date: qtr 5/29/2020 Final: Project Review Req: it [ Plumbing/Gas ) A Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. - r Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. ' Minimum of Five Call Inspections Required for All Construction Work: r Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed T . 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). - � Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT -1� Final: Town of Barnstable Building Post This Card So That it is Visible.-From the Street-Approved Plans Must-,be Retained on Job and this Card Must-be Kept; J ;Posted,UntilFinalzln`spection"Has Been,Made j Permit ,Where�a,Certificate of Occupancy is R equired,such�Buildmg shall Not be.Accupied until a ural;Inspection has been made. Permit NO. B-20-1210 Applicant Name: John Delaney Approvals Date Issued: 05/29/2020 Current Use: Structure Permit Type: Building-Detached Accessory Structure- '.Expiration Date: 11/29/2020 foundation: Residential Map/Lot074-003-002 Zoning District: RF Sheathing: Location. 1045 OLD POST.ROAD(CT& MM),COTUIT 7 Contractor Name:` JOHN J DELANEY Framing: 1 Owner on Record: DEGRAAN, EDWARD F& PATRICIA A ` Contractor License. CS-009961 2. Address: 68 BLACK ROCK DRIVE- _ - Est Project Cost: $50,000.00 Chimney: HINGHAM, MA 02043 s Permit Fee: $355.00 Description: Build 10'x20' cabana, basement will have pool equipment located in ' Insulation: Fee Paid:. $355.00 it,first floor will have 1/2 bath, laundry,and storage"room; 1 Final: Date: 5/29/2020 Project Review Req: Plumbing/Gas Rough Plumbing: I ' ,Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced withinx months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which•thi's permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in'a location clearly visible from access street or-road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: f.f` Service: 1.Foundation or Footing '' 2.Sheathing Inspection m Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 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 Town of Barnstable Bii11C11 Post This Card So That-t is Visible From;ahe Street Approved Plans Must be`R71 etained on lab andyth�s Ca p rd Must be Ke t 1 PO714 sted Unt-I Final Inspec Been sha Made A Permit , ° Where a Certificate of Occ tion Hasupancy is Req,wred,such Bwldmg ll Not`be Occupied until a Final Inspecfion hasbeen made 1r 111 !. Permit No. B-19-3643 Applicant Name: Richard Benoit Approvals Date Issued: 12/04/2019 Current Use: Structure Permit Type: Building-'Pool-Inground Expiration Date: . 06/04/2020 Foundation: Location: 1045 OLD POST ROAD(CT& MM),COTUIT Map/Lot 074-003-002 Zoning District: RF Sheathing: Owner.on Record: Edward and Patricia DeGraan Contractor:NameF,.'=,.,RICHARD E BENOIT Framing: 1 Address: 1045 OLD POST ROAD Contractor.License `CS-16174 2 COTUIT, MA 02635 ice. Est Profe_tt Cost: $85,037.00 Chimney: Description: 20'.x 40'Gunite Pool with automatic safety cover , -, . $ 175.00 Kermit Fee: Insulation. Project Review Req: i* Fee Paid` $ 175.00 ' Final Date. Y 12/4/2019 Plumbing/Gas I � _ Rough Plumbing: - ,,Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within'�-six-months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. r . - Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for7public inspeetion for the entire duration of the work until the completion of the same. ice, s� Electrical The Certificate of Occupancy will not be issued until all applicable signatures by,the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: t,. 1.Foundation or Footing Rough: 2.Sheathing Inspection wn,,_ -•-- M g 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 o S ............... HEATLOK SOS ` 1.,20 - - I Company Name Phone Number , L' Ir�C Applicator Name rs �- j ` 1. installation Date Jobsite AddressUW A-Side Lot #'s [Permit Number B-Side Lot#'s Total R-Value ximate Sq. Ft. Location of Ir Thickness Walls I ,Z fvo ' Attic zlo-.�,In'tumescent �Oating Used Location Thickness Coverage R-ate www.Djemilec.com � E jLE C ph 'Town ,of Barnstable ............... Building PostThis Card So That it is Visib'Ie:From the Street Approved Plans Mustrbe Retained on:lob and this Card Must be Kept Posted Until Finai Inspection Has Been%Matle 1= 16y�. _� Permit Where.a,Certificate of O:ccupancyis.Required;,such Building shall Not be Occupied until a.Final Inspection has been made:, Permit NO. B-19-3626 Applicant Name: JOHN J. DELANEY Approvals j Date Issued: 11/22/2019 Current Use: Structure Permit Type: Building-Addition/Alteration- Residential Expiration Date: 05/22/2020 Foundation:°/ i Location: 1045 OLD POST ROAD(CT& MM),COTUIT Map/Lot: 074-003-002 Zoning District: RF Sheathing: Owner on Record: WHITTIER, DUNCAN RICHMAN&VICKY Contractor Name sa JOHN J DELANEY Framing: 'r31. Q Address: 1045 OLD POST ROAD Contractor License: CS-009961 2 COTUIT, MA 02635 Est. Project Cost: $788,000.00 Chimney:J Description: remodel 2 bedrooms, 2 baths,kitchen, build sunroom,mudroom, Permit-Fee: $4,068.80 attached 3 car garage,add 1 bedroom 2 baths,T(1/2) bath`: Upgrade Insulation: . -Fee Paid.;" $4,068.80 smoke detectors' . bate: 11/22/2019 Final: Project Review Req: Plumbing/Gas i : Rough Plumbing: g g, s = .Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six`months afterissuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for whichthis permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for,piiblic inspection for the entire duration of the Final Gas: work until the completion of the same. - Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on thispermit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed s 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 /,� �A- � Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT � � a �ZNE Application Number............... 7.._...... `c®� .a... 4 BARNSTABLE, p�j Permit Fee...........:7.�.!fP z..Q.4/....Other Fee,....................... Not,a40eAotal Fee Paid.:..:.......:............................................. . ...... TOWN OF BARNSTU Permit Approval b ............................... ...... .. BUILDING PERMIT sT1 e4F MV...... ..7.�...................Parcel... 0... . . ..0. -....... APPLICATION Section 1 — Owner's Information and Project Location Project Address /215-- 61,c C�p� Village Owners Name Owners Legal Address City wi-, State MA , Zip Owners Cell# 617 3 1 Z- (�-J E-mail P Section 2 —Use of Structure Use Group &_LQ ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 351,000 cubic feet Single/Two Family Dwelling Section 3 —Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System Addition ❑ Retaining wall ❑ , Solar' 29�Renovation. ❑ Pool ❑ Insulation Other—Specify Section 4 - Work Description lay Z 11/1 1CP1M Q t� S Application Number........... ...... • Section 5—Detail Cost of Proposed Construction `78?, 6 Square Footage of Project Age of Structure_1 T OPA-5 Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics Wiring r Oil Tank Storage Smoke Detectors Plumbing Gas ❑ Fire Suppression Heating System ` ❑ Masonry Chimney XAdd/relocate bedroom Water Supply Public ❑ Private Sewage Disposal ❑ municipal On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway ti Debris Disposal Facility: ZMMAIZA 5 62I, ' I am using a crane ❑ Yes ZNo Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District Proposed Use I b l o Lot Area Sq. Ft. F7 Total Frontage&�0 ,2ZPercentage of Lot Coverage `� �a # of Dwelling Units (on site) Setbacks Front Yard Required Proposed Zed Rear Yard Required I� Proposed Side Yard Required �� Proposed ' Has this property had relief from the Zoning Board in the past? ❑ Yes No Last undated: 11/I5/2018 + Parcel:074-003 002 Location 1045 OLD POST ROAD(CT&MM) Cotuit Owner:WHITTIER,DUNCAN RICHMAN&VICKY LEIGH ryr Asap Parcel Developer lot' Road index j 074-003-002 LOT lA 1165 € i Location Fine district Secondary road [ 1045 OLD POST ROAD(CT&MM) Cotuit village Interactive map IN Cotuit COtUIt : ° 'Town sewer at address Y � � + i No s� Asbuilt septic scan 074003002 1 .._... .......... ........... . ................ owner WHITTIER DUNCAN RICHMAN&VICKY LEIGH ..._._- .__...._... .. ....... ............................................... owner Co-owner Book page WHITTIER,DUNCAN RICHMAN&VICKY LEIGH %WHITTIER,VICKY LEIGH 22134/160 .Street] Street2 1045 OLD POST ROAD ff City State Zip Country j iI j COTUIT MA 02635 r_ Land I Acres Use Zoning Neighborhood 2.18 Single Fam MDL-01 RF 0109 i I Topography Street factor Town lone of Contribution I is AP(Aquifer Protection Overlay District) Utilities Location lactor State Zone of Contribution OUT v Construction ... .......... _. ..... ...... ..._......... .......... ........ ... w .. . ..... ..... _ v_ Building 1 of 1 Year built Roof structure Heat type 2008 Gable/Hip Hot Air .:.:: Living area Roof cover Heat fuel 2509 Asph/F GIs/Crop Gas ! i Gross area Exterior wall AC type a 5440 Wood Shingle Central style Interior wall Bedrooms Modern/Contemp Plastered 3 Bedrooms Model Interior floor Bath rooms Residential Hardwood,Ceram Clay Til 2 Full-1 Half i, Gracie Foundation Total rooms 1 Custom Poured Conc. 8 Stories 1 3/4 Stories r Permit History _. ...__._...... _....... ........ _._.._. ...._. ......... ... ........... ..... ..._.-..._ .._._. ..........._.... ..._... .......... ... ........... i Issue Date Purpose Permit Number Amount InspectionDate Comments 11/08/2007 Dwelling 200765982 $400,000 01/14/2009MM v_ Sale History f Line Sale pate Owner Book/Page Sate Price r: 1 06/25/2007 WHITTIER,DUNCAN RICHMAN&VICKY LEIGH 22134/160 $1 ........ ............... .._.. ........ ....... ............ ............... € 2 08/17/1992 WHITTIER,JAMES Y. 8161/131 $1 3 07/30/1974 WHIT-TIER,JAMES Y _ m 2077/128 $0 _ Y...� .,.... .._ ....... ... .. . _<.._. ........ Z;4_ ,' 06/17/2019 """ DEGRAAN,-EDWARD-F&PATRICIA A 32092/210 $1,050,000 5 01/17/2019 WHITTIER,VICKY LEIGH 31867/133 $0 Assessment History Save# Year Building Value XF Value 08 Value Land Value Total Parcel Value 114 The:Ca i I I1Wa, d'a°O,f'M'asSrrtChusetts 7arh'tl1t o,fKS �s4C Die`ojl;waW ado, dUt?woslt3ngtcrn Street Boston,MA UZILt - www.ma 91ovIdia Workers'Compensation Insurance Affidavit Bwlld is i Cantracfor /E a tc�snis/Plumber Am Informa *on - Name(BusiutOrgatatlon�it► dual): Address: Z- Gzty/StatelZz •one �' '• ` Are.y a employer?Check tie appropriate box: of project(rednl*6,. 1. Y am a employer with 4. (a I am a g eral caosrar�ar snd I -�--.—� have timed�o salb�t�mtractora; : t5 []New a .. employees(full$ndlor.pwt-time); 2 ❑ I am a sole#opnetor.or partner- listed on the sue: 7,; . Theseb-co�traotars l ship and have no-employees 8, ❑De�olstzon my arty, l and have wckeae' g working fOr2ne`!31 �p DyCeB _ ., � s [No wodxs �..iommmce ' • and its to El °or acidities -1 o :hays 9�eu . 3.Q I am a homervviner doing all work 1I❑Ph�mhiag repans or additions myself[No wore'comp. 12.Q Roof xr�sus � c.IS2,§1(4�andwehavano 13❑flier employees.jNo waakeis I comp- m-Lance re�uareui. *Any appti=t that chocks box#i.;�ut also 1311 out taxi sin below showhsg$ vim'oo�aYpaas fon pol y';ia8zamation t Hommov aacs who submit ft amd"ft is li=&j*4u aro dufag ill,*,aaf.me 660 li" caw s asap a ► fo ug& h; a $Co tractors fbd d me*this box must 8959611 as additional since the twm;ofthe suh ccmtzaobora Lad state srhnthaar as act eaaties Nava ca loyercs. If the sub-ootttracbors have a AlWas,�,Y "ACE g I am an employer OW is providing;wonc�rs'conwensatton lrrstuaitce for my`enrployee� Belern�ls>the poky arut fob ante. information. Insurance.Company Name: �J�� • wt i. . Policy#or Self-ins.Lie.#: ,)G3 R '��f �'� % F.xpiration;Dato li(• aft.?:` Job Site Address:/b yK GYtylStatPJ2 F f.Z� �h Attach a copy of the`workers'compensation porky declaration page(showing the polite nn�onticr aad<eTpftation date} Fadtue to secure coverages as ruined under Sera 2SA.of I�dGL o 1S2 tin lead to.the 3ositiatt of caimlaal pees of a fine up to$1,S00 U0 andlbr one-year imgrisonme�t as well'as=civil pe nes im tl�ahiprnn of a STOP W©RK OI�DBRg and a fsne of up to$250.00 a day against&e violamr. Be advised that a copy of his statesne�t!msy 1 :feu wareod to the OfBCe'af Investigations of the DIA for co`vene vex3fication. I do: heoeby ;P�p P olF that tJe>torr»a�i�nproddca'abova i lrrre artd correct. g Id. /;� e1q l�ltolle Do not write in thin,area,to be co e 4,�`icial'use only. nq: byciq► City or Tow Perutit/License v Issniag Authority(circle one). 1 Board of Health 2:BatiIding Deparinuent.3 City/Tawa Clerlt 4:Electrical I�ispetor�5:Plumbing Ii�speetor .. F>. 6.t7ther Comae#Person: _ .. Phone#. m:� �c-��ie�o�zo�zusea,�t/o��/�aaeaac+�iccaelta � < office of Consumer Affair#&Business Regulation p HOME IMPROVEMENT CONTRACTOR E TYP ndividual e istr Eicoira= 12 01/14/2020 JOHN J.DELAN y M ti � { 71 ^ Y �n JOHN J.DEL-ANEY 271 PLUM ST VV.BARNSTABLE,MA Underseer6tArY ®i' Commonwealth of Massachusetts � Division of Professional Licensure Board of Building,Regulations and Standards Constrvol* tbp5 rvisor CS-009961 ulptpz" 1 f, 41pires: 04/14/2020 JOHN J DEL A 4EY4 271 PLUM ST WEST BARNST LE.,M '02661-% p 0 a _ ` Commissioner V"" h ft - 41&k0'NG�F AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone P Massachusetts Checklist for Compliance(780 CNm 5301.2.��1/�j' ���D Z T 1045 OLD POST ROAD COTUIT, MA �19 1.1 SCOPE �'`t ce AN WindSpeed(3-sec.gust)............................................................... ..............................................110 mphT��(F WindExposure Category............................................................... ..........................................................B Q 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ..... 1 stories <_2 stories Q RoofPitch.......................................................................(Fig 2) ...............................................12<_12:12 MeanRoof Height..................................................................(Fig 2).................................................16 It <_33' BuildingWidth,W ...........................................................(Fig 3)................................................ 28 ft <_80' Q BuildingLength,L ...........................................................(Fig 3).................................................44 ft <_80' Q Building Aspect Ratio(UW).............................................(Fig 4)..............................................1.75 <_3:1 Nominal Height of Tallest Openingz ........................................(Fig 4)................................................6'-8"<_6'8" [� 1.3 FRAMING CONNECTIONS General compliance with framing connections..................(Table 2)............................................................ [� 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. 1z ConcreteMasonry................................................................. ............................................................ N/A 2.2 ANCHORAGE TO FOUNDATION1.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general...............................:.........(Table 4)................................................ 32 in. Q Bolt Spacing from end/joint of plate...........................(Fig 5).......................................12 in.5 6"—12" Bolt Embedment—concrete......................................(Fig 5)................................................7 in.>7" Bolt Embedment—masonry......................................(Fig 5).......................................... in.>_15" N/A PlateWasher............................................................(Fig 5)............................................>3"x 3"x 3.1 FLOORS Floor framing member spans checked .............................(per 780 CMR Chapter 55)................................. Z Maximum Floor Opening Dimension.................................(Fig 6)................................................ ft<_12, N/A Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).......................... ......... N/A Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall...............(Fig 7).................................................—ft <_d N/A Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall...............(Fig 8).................................-.............._ft <_d N/A FloorBracing at Endwalls.................................................(Fig 9)................................................................ Floor Sheathing Type .......................................I.............(per 780 CMR Chapter 55)................................. Floor Sheathing Thickness ..............................................(per 780 CMR Chapter 55)........................3/4 in. [Z Floor Sheathing Fastening...............................................(Table 2)...........8 d nails at 6 in edge/12 in field Ez 4.1 WALLS Wall Height Loadbearing walls.....................................................(Fig 10 and Table 5).............................8 ft <_10, Non-Loadbearing walls..............................................(Fig 10 and Table 5)............................18 ft <_20' �( Wall Stud Spacing .....................................................(Fig 10 and Table 5)....................16 in.<_24"o.c. �( Wall Story Offsets .....................................................(Figs 7&8).........:............................... ft <_d N/A AWC Guide to Wood Construction in High Wind Areas.110 mph Wind Zone Massachusetts Checklist for Compliance(7.80 CNm 5301.2.1.1)1 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls.....................................................(Table 5)........................................2x6-8 ft 0 in. Q Non-Loadbearing walls..............................................(Table 5)......................................2x6-18 ft 0 in. 0 Gable End Wall Bracing' Full Height Endwall Studs..........................................(Fig 10).............................................................. WSP Attic Floor Length.............................................(Fig 11)..........................................._ft>_W/3 N/A Gypsum Ceiling Length(if WSP not used).................(Fig 11)............................................26 ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11)........................................................... N/A or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Q Double Top Plate Splice Length .....................................................(Fig 13 and Table 6).......................................8 ft Splice Connection(no.of 16d common nails).............(Table 6)...........................................................6 [� Loadbearing Wall Connections Lateral(no.of 16d common nails)..............................(Tables 7).........................................................2 Q Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)..............................(Table 8)...........................................................3 Q Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans .....................................................(Table 9).......................................6 ft 0 in.<_11' Sill Plate Spans .....................................................(Table 9)........................................3 ft 0 in.<_11' Full Height Studs(no.of studs).................................(Table 9)...........................................................3 Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans..........................................................(Table 9)........................................8 ft 0 in.<_12' Sill Plate Spans........................................................(Table 9)................................_ft_in.5 12" N/A Full Height Studs(no.of studs)..................................(Table 9)...........................................................3 Q Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 .........................................................................6'.8"'-6'8" Q SheathingType...........................................(note 4)....................................... ---...WSP Edge Nail Spacing.......................................(Table 10 or note 4 if less)............................3 in. [� Field Nail Spacing.......................................(Table 10)..................................................12 in. Q Shear Connection(no.of 1.6d common nails)(Table 10).........................................................4 E( Percent Full-Height Sheathing.....................(Table 10)....................................................65% L( 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)................... Q Maximum Building Dimension, L Nominal Height of Tallest Opening2.............. ......................................................6'-8"5 6'8" [Z SheathingType...........................................(note 4).......................................................WSP EZ Edge Nail Spacing.......................................(Table 11 or note 4 if less)............................3 in. 0 Field Nail Spacing.......................................(Table 11)..................................................12 in. Q Shear Connection(no.of 16d common nails)(Table 11).........................................................4 �( Percent g.....................(Table 11) Full-Height Sheathing o 9 ....................................................27/0 Wall Cladding 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... N/A Ratedfor Wind Speed?............................ �(. ............................... ............................................................ q, AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' 5.1 ROOFS Roof framing member spans checked?......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang .................................................(Figure 19)..............2/3 ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.............................................(Table 12)............................................U=236 plf �( Lateral...........................................(Table 12)............................................L=176 plf EZ Shear...............I.............................(Table 12)..............................................S=77 plf Z Ridge Strap Connections,if collar ties not used per page 21... (Table 13)..............................T=_plf N/A Gable Rake Outlooker........................................(Figure 20).............—ft<_smaller of 2'or U2 N/A Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift.............................................(Table 14)..........................................U=_lb. N/A Lateral(no.of 16d common nails)..(Table 14).......................................L=_lb. N/A Roof Sheathing Type................................................(per 780 CMR Chapters 58 and 59)............ [� Roof Sheathing Thickness......................................... ..............................................5/8 in.>_7/16'WSP Q Roof Sheathing Fastening.........................................(Table 2)........................................................8d Q 11045 OLD POST ROAD COTUIT MEETS THE CHECKLIST IN ITS ENTIRETY,THEREFORE THE FOLLOWING NOTE APPLIES: 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. Corner 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 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment r F) AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CNm 5301.2.1.1)1 -1M1A-IETJ THIS EDGE RESTS ON FRAMING USESd NAi1S AT 6b.c. ----.. 1-1T_---- -__ 11 11 11 Ir 11 1 11 1 11 11 11 1 11 11 11 11 11 11 11 11 11 11 11 H rl 11 11 If 11 Il II Il N � II Y 11 11 1 r, 1 O II 11 It Q fi i`m r - I 1 M1 yj 1 r 11 1 II 1 If X 1 � Q 1 11 0 % 1 1.1 I iUj 11 ii r 1 11 Z Ir if Q 1 e a u IU 1 II 11 11 U II 11 ~ I 11 ¢C Il 11� 1 II 11 11 11 {1 1} 0 USLEEf�GE NAILSPACING } PANEt d ` v See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment r �b AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CNm 5301.2.1.1)1 IQ � :3 t; u m ' FHAAIgINGMEMBERS i � EDGE RdTERMEDUIT£ STAGGERED MAIL PATTERN PANEL PAI4EL EDGE DOUBLE NAIL EDGE SPACING DETAIL Detail Vertical and Horizontal Nailing for Panel Attachment r REScheck Software Version 4.6.5 Compliance Certificate Project DeGraan Residence Energy Code: 2015 IECC Location: Cotuit, Massachusetts Construction Type: Single-family �'I�C Project Type: Addition t DING Climate Zone: 5 (6137 HDD) D . ?� Permit Date: NOV o Permit Number: l f 9 toConstruction Site: Owner/Agent: Designer/Contractor: EVgN WERNERactor: 1045 OLD POST ROAD N OF�h�(M1�t rfj6'' COTUIT, MA FINE LINE DESIGN �'� 8 WEST BAY ROAD OSTERVILLE, MA 508-420-1296 kevin@finelinearchitecture Compliance: trade-off Compliance: 2.0%Better Than Code Maximum UA: 197 Your UA: 193 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter TOTAL ADDITION CEILING: Flat Ceiling or Scissor Truss 1,082 49.0 0.0 0.026 28 TOTAL ADDITION WALLS:Wood Frame, 16"o.c. 1,280 21.0 0.0 0.057 61 TOTAL ADDITION WINDOWS:Wood Frame:Double Pane with Low-E 132 0.310 41 ADDITION DOORS:Glass 63 0.340 21 ADDITION DOOR:Solid 21 0.280 6 ADDITION FLOOR:All-Wood Joist/T'russ:Over Unconditioned Space 1,082 30.0 0.0 0.033 36 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 2015 IECC requirements in... REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: DeGraan Residence Report date: 11/01/19 Data filename: Untitled.rck Pagel of 9 CREScheck Software Version 4..6.5 �J(- Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0%were addressed directly in the REScheck software Text in the"Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value- Value Complies? 7-Comments/Assumptions & Req.lD 103.1, Construction drawings and ❑Complies 103.2 ;documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the :building envelope.Thermal w''.❑Not Observable envelope represented on ; ❑Not Applicable construction documents. ' 103.1, .Construction drawings and b U,�T" '❑Complies 1 103.2, 'documentation demonstratel,_ ❑Does Not i 403.7 energy code compliance for [PR3]1 `lighting and mechanical systems. 0` ; _ " ;❑Not Observable U Systems serving multiple a , ❑Not Applicable :dwelling units must demonstrate .compliance with the IECC � Commercial Provisions. t , 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 4017 sized per[R2]z on loads calculated per ACCA basedManual S Cool ng: Cooling: El Does.Not Manual J or other methods ; i❑Not Observable approved by the code official. Btu/hr Btu/hr ❑Not Applicable ; 4 Additional Comments/Assumptions: 1 High Impact(Tier.l) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: DeGraan Residence Report date: 11/01/19 Data filename: Untitled.rck Page 2 of 9 Section # Foundation Inspection. complies?. Comments/Assumptions & Req.ID 303.2.1 $¢A protective covering is installed to UComplies [FO1..1]2 &protect exposed exterior insulation :❑Does Not l and extends a minimum of 6 in. below grade. UNot Observable: ❑Not Applicable 403.9 Snow-and ice-melting system controls i.❑Complies [FO12]2 installed. ;❑Does Not eJ - ;❑Not Observable; ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) j2TMediurn Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: DeGraan Residence Report date: 11/01/19 Data filename: Untitled.rck Page 3 of 9 f Section Plans Verified Field Verified # Framing/Rough-In Inspection Complies? 4 Comments/Assumptions &'Re .ID Value Value 402.1.1, Door U-factor. U- ; U- ;❑Complies See the Envelope Assemblies 402.3.4 ;❑Does Not ;table for values. [FRl]1 ❑Not Observable ' ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not {table for values. 402.3.3, 402.5 '❑Not Observable ; [FR2]1 ❑Not Applicable 303.1.3 ;U-factors of fenestration products w !❑Complies [FR4]1 :are determined in accordance ❑Does Not with the NFRC test procedure or ;taken from the default table. �' xN ❑Not Observable. []Not Applicable 402.3.5 I Fenestration in thermally isolated U- U- ;❑Complies [FR8]1 sunrooms in Climate Zones 2-8 ❑ Isolated ❑ Isolated ❑Does Not :have maximum U-0.45. f❑ Not Isolated ❑ Not Isolated ❑Not Observable ❑Not Applicable 402.3.5 Skylights in thermally isolated U- U_ ❑Complies [FR9]1 Isunrooms in Climate Zones 2-8 ;❑ Isolated ❑ Isolated ❑Does Not have a maximum skylight U ;❑ Not Isolated ;❑ Not Isolated ;factor of 0.70.All other sunroom ❑Not Observable skylights must meet code ;❑Not Applicable requirements. 402.4.1.1 ;Air barrier and thermal barrier x ❑Complies [FR23]1 !installed per manufacturer's w +t"r ❑Does Not instructions. •.a. - ' []Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting s t _ ; ❑Does Not TAAMA/WDMA/CSA101/I.S.2/A440 s " .or has infiltration rates per NFRC ' ❑Not Observable 400 that do not exceed code ❑Not Applicable ; limits. ( ' ; 402.4.5 i IC-rated recessed lighting fixtures i . } °` a ❑Complies [FR16]2 'sealed at housing/interior finish �* *'= a ❑Does Not and labeled to indicate s2.0 cfm �` '` ❑Not Observable i leakage at 75 Pa. ' n ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ;*❑Does Not >=3 inches in diameter and>_ - R-6 where< 3 inches.Supply and �'"` a. ❑Not Observable x a'return ducts in other portions of ❑Not Applicable � �� ��,;� � - Oe building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 is � t ;for< 3 inches in diameter. ; 403.3.5 t Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. i'M . _ El Does Not r J �❑Not Observable , ❑Not Applicable .? 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 Jabove 105 QF or chilled fluids i1lDoes Not below 55 QF are insulated to zR j a 3 ;❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 12,1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: DeGraan Residence Report date: 11/01/19 Data filename: Untitled.rck Page 4 of 9 f Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complles2 Comments/Assumptions & Req.ID 403 4 1 Protection of insulation on HVAC ) '-.: ❑Complies [FR24]1 piping. t° i ❑Does Not U fz' ,` •~'❑Not Observable ❑Not Applicable 403.5.3 i Hot water pipes are insulated to R- R- I❑Complies [FR3812 aR-3. ± ;❑Does Not QNot Observable !❑Not Applicable 403.6 )Automatic or gravity dampers are x•7 A ;'` ❑Complies [FR19)2 installed on all outdoor air El Does Not intakes and exhausts. ( QNot Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: DeGraan Residence Report date: 11/01/19 Data filename: Untitled.rck Page 5 of 9 section Plans Verified Field Verified # Insulation Inspection Value Value Complies? :- Comments/Assumptions &Re :Ip 303.1 I'AII installed insulation is labeled ,n ', .- .❑Complies [IN13]2. or the installed R-values ' " []Does Not t provided. }❑Not Observable ' ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ❑Complies .j See the Envelope Assemblies 402.2.E ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable i ❑Not Applicable 303.2, ',Floor insulation installed per A _ ` ❑Complies 402.2.7 manufacturer's instructions and ❑ 'J. Does Not [IN2]1 in substantial contact with the f j underside of the subfloor,or floor ❑Not Observable , framing cavity insulation is in } :; fi _ ❑Not Applicable { ;contact with the top side of ';sheathing,or continuous } i insulation is installed on the underside of floor framing and extends from the bottom to the V, 'top of all perimeter floor framing members. 402.1.1, ;Wall insulation R value. If this is a R- R- j❑Complies See the Envelope Assemblies 402.2.5, ,mass wall with at least l/2 of the ❑ Wood ❑ Wood ❑Does Not 'table for values. 402.2.6 :wall insulation on the wall [IN3]1 exterior,the exterior insulation ❑ Mass ❑ Mass ;❑Not Observable ; j requirement applies(FR10). ;❑ Steel ❑ Steel ❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies . [IN4] ;manufacturer's instructions. ❑Does Not # ` s ❑Not Observable ,❑Not Applicable 303.2 ;Sunroom wall insulation installed ;.ry'❑Complies [IN9]1 per manufacturer's Instructions. t ❑Does Not ❑Not Observable ❑Not Applicable 303.2 ;Sunroom ceiling insulation is , 1 ❑Complies I [IN11]1 installed per manufacturer's ❑Does Not instructions. , s ❑Not Observable ❑Not Applicable w Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: DeGraan Residence Report date: 11/01/19 Data filename: Untitled.rck Page 6 of 9 Section =.Comments/Assumptions & Req.IFlans Verified Fiebrf W'?rf:ed Final Inspection Provisions Complies? D Value Value 402.1.1, ;Ceiling insulation R-value. R- R- ❑Complies I See the Envelope Assemblies 402.2.1, j❑ Wood ❑ Wood ❑Does Not :table for values. 402.2.21 402.2.E j❑ Steel ❑ Steel T❑Not Observable [FI1]1 :❑Not Applicable 303.1.1.1,'Ceiling insulation installed per f ❑Complies 303.2 :manufacturer's instructions. ❑Does Not IF1211 Blown insulation marked every °° 300 ft2. ❑Not Observable ; ❑Not Applicable r„s S - 402.2.3 Vented attics with air permeable h' . -'❑Complies [FI22]2 €insulation include baffle adjacent F 1, ❑Does Not to soffit and eave vents that extends over insulation s x ' ❑Not Observable. y ?A ❑Not Applicable 402.2.4 ::Attic access hatch and door R- R- ❑Complies [FI3]1 :insulation aR-value of the '❑Does Not adjacent assembly. ❑Not Observable; ° i❑Not Applicable 402.4.1.2 ;'Blower door test @ 50 Pa. <=5 ACH 50= f ACH 50 ❑Complies [FI17]1 :ach in Climate Zones 1-2,and ;[]Does Not ` <=3 ach in Climate Zones 3-8. j❑Not Observable ❑Not Applicable 403.3.4 Duct tightness test result of<=4 cfm!100 cfm,l100 ❑Complies [FI4]1 :cfm/100 ft2 across the system or.; ft2 ft2 i❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in ; tests,verification may need to ❑Not Applicable j occur during Framing Inspection. ` 403.3.3 Ducts are pressure tested to cfm/100 cf nI100 ❑Complies (FI27]1 determine air leakage with i ft2 j❑Does Not either: Rough-in test:Total i ;leakage measured with a UNot Observable pressure differential of 0.1 inch '0Not Applicable j w.g.across the system including ;the manufacturer's air handler enclosure if installed at time of ;test.Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch ; w.g.across the entire system ;including the manufacturer's air , handler enclosure. ; 403.3.2.1 ;Air handler leakage designated ''w ❑Complies [F124]1 !by manufacturer at<=2%of I ti fl ❑Does Not ;design air flow. ° ❑Not Observable; ❑Not Applicable .` 403.1.1. Programmable thermostats 3. ❑Complies [FI9]2 p installed for control of primary ` s ❑Does Not heating and cooling systems and ,#. , ,, 7 `` Not Observable initially set by manufacturer to t, ❑ code specifications. „T x•z f_''r ❑Not Applicable ; 403.1:2 Heat pump thermostat installed k r 1 ❑Complies [1`I10]2 on heat pumps. I. �� ❑Does Not - _❑Not Observable gas aX +_❑Not Applicable 403.5.1 1'Circulating service hot water ,;3 9 ❑Complies [FI11p systems have automatic or x.' ) '� ❑Does Not accessible manual controls. . `j> ' i ❑Not Observable • ;, ? s ` = <°j❑Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: DeGraan Residence Report date: 11/01/19 Data filename: Untitled.rck Page 7 of 9 Section ` Plans Verified Field Verified # Final Inspection'Provisions Complies? Comments/Assumptions &:Regap Value Value 403.6.1 All mechanical ventilation system - °; ❑Complies [FI25]2 fans not part of tested and listed s t%' ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ,E;'x" ❑Complies [F126]2. through one-or two-pipe heating ¢� "❑Does Not systems have outdoor setback control to lower boiler water l 3 ❑Not Observable 3 temperature based on outdoor ' £ ❑Not Applicable l , itemperature. 403.5.1.1 t Heated water circulation systems ❑Complies [FI28]2 have a circulation pump.The 1,;; ` ❑Does Not system return pipe is a dedicated f " 4 return pipe or a cold water supply ❑Not Observable I pipe.Gravity and thermos- [ ' F ❑Not Applicable ; syphon circulation systems are I not present.Controls for ' R- circulating hot water system pumps start the pump with signal r( , for hot water demand within the occupancy.Controls r + I automatically turn off the pump '• when water is in circulation loop wr w is at set-point temperature and i no demand for hot water exists. 403.5.1,.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL a ❑Does Not 515.Controls automatically adjust the energy input to the x' � , § ❑Not Observable heat tracing to maintain the x s k ,E?q.' ❑Not Applicable ; desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies [F130]2have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated �•. ❑Not Observable water source through a cold 7f:, ' ` ; ❑Not Applicable water supply pipe have a ' PP Y P�P , demand recirculation water , system. Pumps have controls that manage operation of the pump and limit the temperature ' of the water entering the cold _ 1 water piping to 1049F. ;3 403.5.4 Drain water heat recovery units _ ❑Com lies ' [F131]2tested in accordance with CSA - , ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ,»' []Not Observable recovery units< 3 psi for x� ❑Not Applicable ; individual units connected to one or two showers. Potable water- j � side pressure loss of drain water I heat recovery units<2 psi for s ? individual units connected to, three or more showers. 404.1 75%of lamps in permanent _ ;., ❑Complies [17I6]1 Mixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps ' Does not apply to low-voltage ,, " ,,4 -]Not Observable lighting. , ❑Not Applicable 404.1.1 a Fuel gas lighting systems have . .., ❑Complies [FI23]3 3no continuous pilot light. ❑Does Not Not Observable. ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 low Impact(Tier 3) Project Title: DeGraan Residence Report date: 11/01/19 Data filename: Untitled.rck Page 8 of 9 Section Plans Verified Field Verified # Final:Inspection;Provisions Complies! Comments/Assumptions & Req,ID Value Value 401.3 Compliance certificate posted. �h K ;. , , �9 i❑Complies [FI7)Z E, + s ❑Does Not ❑Not Observable I❑Not Applicable 303.3 Manufacturer manuals for � " " ❑Complies [FI18]3 I mechanical and water heating ,' �° -]Does Not I systems have been provided. ; 8 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: j 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 .Low Impact(Tier3) Project Title: DeGraan Residence Report date: 11/01/19 Data filename: Untitled.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/ Roof 49.00 Ductwork (unconditioned spaces): Glass & D.. . Window 0.31 Door 0.34 Cooling:Heating & Heating System: Cooling System: Water Heater: Name: Date: Comments .4CORO® CERTIFICATE OF LIABILITY.INSURANCE DATE(MMIDD/YYYY) 10/23/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Linda Sullivan DOWLING&O'NEIL INSURANCE AGENCY PHONE 508 775-1620 FAX N,: E-MAIL ADDRESS: Sullivan@doins.com 9731YANNOUGH RD INSURE S AFFORDING COVERAGE NAIC# HYANNIS MA 02601 INSURERA: LM INS CORP 33600 INSURED INSURER B J J DELANEY INC INSURERC: INSURER D: 20 RASCALLY RABBIT ROAD UNIT 2 INSURERE: MARSTON MILLS MA 02648 INSURERF: COVERAGES CERTIFICATE NUMBER: 464478 REVISION NUMBER: THIS IS TO CERTIFY THAT 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER MMIDD/YYYY) (MMIDDIYYYYI LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR AMA R E PREMISES Ea occurrence $ 4 MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY JECOT- LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILELUIBILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS N/A BODILY INJURY(Per accident) $ NON-OWNED HIRED AUTOS AUTOS (P PEERer a DAMAGE $ $ UMBRELLAIJAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE N/A AGGREGATE $ DED I RETENTION$ $ WORKERS COMPENSATION X STATUTE ERH AND EMPLOYERS'LIABILITY ANYPROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT. $ 1,000,000 A OFFICER/MEMBEREXCLUDED? NIA WA NIA WC531S318101029 11/02/2019 11/02/2020 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 It yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 N/A DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached It more space Is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/lwd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street AUTHORIZED REPRESENTATIVE r-1 Hyannis MA 02601 `- —01 C Daniel M.Croy,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The.ACORD name and logo are registered marks of ACORD Application Number........................................... Section 9- Construction Supervisor Name ::b Telephone Number Address 0171 Plug e-r City ,J' State 11nA Zip Z)ZZj�-.68 License Number O®qq(W License Type 6,5 Expiration Date `7/✓� � Z�w Contractors Email 0tlo /�D C004 Cell # -S-M-q/1)--07S0 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 78 CMR and the Town of Barnstable.Attach a copy of your license. ; Signa e k Date 10 A2-3'6201 g Section 10-Home Improvement Contractor Name �� Telephone Number ��` f D' 7csC� Addressq,71 PU yyl 67" City lt,,• J3/4AA) State- Zip DZ.64�3 Registration Number Z_ S C Expira on Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation quire by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signa a /Y Date 45 i Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE AI Signatur Date !�• o?c3 nee/g Print Name �� , 4 Telephone Number DS• 20 E-mail permit to: IA91D 0V 414/4 Axwlycll 11-604 Last undated: 11/15/2018 Section 12 —Department Sign-Offs 3° Health Department Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly to the fire department for approval Section 13— Owner's Authorization as Owner of the subject property hereby authorized to act on my behalf, in all matters relative to work authorized by this building permit application for: PP �/ vim' 1 e&>hV I' (Address of job) S Aature�of Own r date Print Name ° I F Last updated: 11/15/2018 IP r4v eV/ S63S4 N/F \ \ \ JAMES Y. WHITTIEf�` �qC/r #1065 OLD POST ROAD <//y\ (74-3-1) ' LOT 1 A \ 9 4, 8 8 7± S. F. TOP OF CONCRETE 47.3 ELEVATION 34.0 �1 N NO 1 I o 56.0' 63.6' Lot tK \ ` \ 282.2' 0- 3'x3' FOOTING I �o \ IP 414 31 \ TYPICAL / \ 1P \ IP 71.9' v 'n�\ IP \ \ N N \\ IP N74 LAWERE CE BEST 24'1S"W \ \ #1025 OLD POST ROAD IP \�Q \ (74-3-3) IP.. I CERTIFY THE TATEMENTS TO THE B RNS ABLEO BUILJDINGING SDEPARTMENT AS- BUILT PLOT PLANI HEREBY THE LOT THE BUIILD NGRTIFY THEREONTCO FORM TOOWN AND 1045 OLD POST ROAD O ^ D ZONING BY-LAW WITH REGARD TO DIMENSIONAL /.'\ REQUIREMENTS AND ANR PLAN AS RECORDED. IN SHOWN DOES NOTR FALL W THINAA SPECITHEAL FEDERAL C O TU I T, MASS FLOOD HAZARD AREA AND IS DESIGNATED AS ZONE C ON FIRM #250001-18D, DATED 7/2/92 SCALE: 1"=60' DATE: 4/23/08 PREP. FOR: DUNCAN WHITTIER THIS PLOT PLAN IS FOR BUILDING PREP. BY: EAS SURVEY, INC. PURPOSES ONLY AND IS THE RESULT OF AN ROUTE 6A, PO BOX 1729 ONGROUND TAPE AND,wI;N TRUMENT SURVEY, SANDWICH, MA 02563 Ffi` �Aofr,�gs REFERENCES: 508-888-3619 /sue EDWARD yes . ADDRESS 1045 OLD POST ROAD A. - OWNER DUNCAN & VICKY WHITTIER �t STONE N REGISTRY DEED 22134 / 160 '\9 �No. 2i3�80� �o PLAN 459/54, ASSESSORS MAP 74, PARCEL 3-2 ZONING: RF FRONTAGE 150' SETBACKS FRONT 30' EDWARD A. STONE RPLS #28980 SIDE & REAR 15' PROJECT NAME: Lt) 14 Du s p- ADDRESS: C -f-c-c 1 PERMIT# PERMIT DATE: O' M/P: o rT`t o LARGE ROLLED PLANS ARE IN: BOX SLOT Y Data entered in MAPS program'on:. ., BY: q q/vTfdes/forms/archive �.Y.m.1Y,r^'�'y:•r„, Y•iKL.a.,r'4-.i1Y:-i.ntb'S.is�.hb„•. .^hv.f�*+....s.t�..r„`...r'S.-k„`.8{,rJ•:N'+':+a. �.a,yl"�$��f7�m.t'.i.'+�•'P Kcm&`yp'�`�+r-.'xi..:•'''.Y.a i+rv..94� ,�,-�N`c...',�' �y`ivi`�l"�It't`J`'i1T"s`•+•,%rs•�..-..'-f-,�` °pfHE,T°� 'own of B arnstable BARNSTABLE.p: .Regulatory Services 7 MASS.,... 0'. ....,_....._. _ _... �AIE1639. . Building Division ' 200 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection X FR y' Location `Q ys 00 1"s Wd G 7'- Permit Number r Owner Builder. One notice to remain on job site, one notice on file in Building Department. t The following items need correcting: 4r2"r Please call: 508-862-T= for re-inspection. Inspected by Date -1 06 Town of Barnstable Building Department - 200 Main Street AB , * Hyannis, MA 02601 9 MASS q, 16gq. (508) 862-4038 RFD MA't Certificate of Occupancy . Application Number: 200705982 . CO Number: 20080249 Parcel ID: 074003002 CO Issue Date: 02106/09 Location: 1045 OLD POST ROAD Zoning Classification: RESIDENCE F DISTRICT Proposed Use: DEVELOPABLE LAND Village: COTUIT Gen Contractor: PROPERTY OWNER Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed d INET , TOWN OF BARNSTABLE ' ti � Bu�iding Application Ref: 200705982 m itBARNSTABLE, Issue Date: 11/08/07 Per l , 9 MASS �prF6 3NI9.A�a � Applicant: WHITTIER,JAMES Y Permit Number: B 20072803 Proposed Use: DEVELOPABLE LAND Expiration Date: 05/07/08 Location 1045 OLD POST ROAD Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 014003002 Permit Fee$ 1,640.00 Contractor KINGSTON,MICHAEL Village COTUIT App Fee$ 100.00 License Num Est Construction Cost$ 400,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND 3 BEDROOM SINGLE FAMILY THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: WHITTIER,JAMES Y BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 46 HIGH RIDGE RD INSPECTION HAS BEEN MADE. S GLASTONBURY, CT 06073 Application Entered by: RM Building Permit Issued By: THIS"PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY'OR SIDEWALK,OR ANY'PART.THEREOF,EITHER TEMPORARILY OR'PERMANENTLY. ENCROACHEIytENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED.UNDER THE BUILDING CODE,MUST BE APPROVED.BY THE'JURISDICTION. STREET=OR-ALLY GRADES AS WELL AS DEPTH AND'.LOCA'TION OF PUBLIC SEWERS Ivi;:AY BE OBTAINED FROM THE DEPARTMENT OF`PUBLIC WORKS.g THE ISSUANCE OF THIS,PERNIIT.DOES NOT;RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS MINIMUM OF FOUR.CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1:FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO'FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS SE Q/N 2 / v `�. 16 910'41`11 (Ste 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 .r�F,-�,o)' S Bo rd of Health 01< You wisH TO OPEN ,A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town [which you must do by M.G.L.-it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1"FL., 367 Main Street, Hyannis, MA 02501 (Town Hall) DATE: - I U - I y Fill in.please: APPLICANT'S YOUR NAME/S: vv c1Y`50 - BUSINESS YOUR HOMEADDRESS:!� 1 lr �_ rsavES 11).l le i1ilA�x 50ss TELEPHONE # Home Telephone Number E;O'6 , , (r s7os5rl�Ct s.a, NAME.OF CORPORATION: L40 4 NAME OF.NEW BUSINESS 41 % edl c Ci TYPE OF BUSINESS IS THIS A HOME OCCUPATIdN� YES NO ADDRESS OF BUSINESS 10� G5 oaf i t �2(- MAP/PARCEL NUMBER O 7 T CJY 3 oO o� (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of . Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER' FFICE This individual has bee ' f r ed of any mit requirements that pertain to this type of business. u ori d ignatu e** MUST COMPLY WITH HOME OCCUPATION COMMENTS: p RULES AND REGULATIONS. FAILURE TO RESULTCOMPLY MjVt 2. BOARD OF HEALTH This individual h7 be n infor d of t e pe m�it re irements that pertain to this type of business. Authorized Si a ure** MUSTCOWYWITHALL COMMENTS: HAZARDOUS R+tATS REGUL1TKN$ 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual h ee formed of the licensing requirements that pertain to this type of business. Aut ori e Signature** COMMENTS: 9� ,_rf- Town of Barnstable Regulatory Services �ZF1E tp� Richard V.Scali,Director - Building Division BMMSTABM MASS. $ Tom Perry,Building Commissioner i6gq. 1� iOlFp �°i 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax--Qn8-7,9p-6230 Approved: % J`4�D Fee: 3S' Permit#: D 1,V-o Vs-a j HOME OCCUPATION REGISTRATION Date: � Name: e--Cr-A �/�r 'l �v Phone#: 7 7L�— 270` 1 O Address: /c `� �� �c.S �G Village: Name of Business: Type of Business: �G ��S Map/Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling. there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. , • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned,have read and agree with the above restrictions for my home occupation I am registering. Applicant: —fib` Date: Homeoc.doc Rev.103113 YOU WISH TO OPEN A BUSINESS? - For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town [which you must do.by M.G.L.-it does not give you permission to operate.] Business Certificates are available at the Town Clerk's Office, 1" FL., 367 Main Street, Hyannis, MA 02601 [Town Hall) DATE - l U = I i Fill in please: APPLICANT'S YOUR NAME/S: Y� c��r�Sc� - �,� Ci 1 (:l �.1 V� n � l Yl A'VN � ht, ',IF''r,,r s'r I r ,r'n, BUSINESS YOUR HOME AIJDRESS•q 1 15 MA 6 0 TELEPHONE # Home Telephone Number �Q'a - �Ai Q- 1 `-) 1 NAME OF CORPORATION: /w l�- L105 4 NAME OF NEW BUSINESS 1 Z- e TYPE OF BUSINESS TWRWI n I PS 15 THIS A HOME OCCUPATION? NO (l ADDRESS OF BUSINESS IOgkj t G5 Ca�-Zc t 02� MAP/PARCEL NUMBER O 7 T �� �Oa (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the.,Town of Barnstable. This form is intended to assist you in obtaining the information you may need. •You MUST GO TO 200 Main St. [corner of Yarmouth Ind. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER' FFICE This individual has be, f r ed of any mit requirements.that pertain to this type of business. i natu e MUST COMPLY WITH HOME OCCUPATION u on d � RULES-AND REGULATIONS: FAILURE TO COMMENTS:— �g 2. BOARD OF HEALTH This individual h be n inforFNd of e pe miG re irements that pertain to this type of,business. 4 Authorized Si a re MUST'COMYWITH ALL COMMENTS: HAZARI7AUS{4A�TE�lA GI11®1t CM- 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual h ee formed of the licensing requirements that pertain to this type of business. Aut orize-Signature** COMMENTS- I I� ;= TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel' 6U c�� Application #d` 705 Health Division Date Issued L Conservation Division Application Fee Planning Dept. - =': Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis p fv - Project Street Address 0(J 100S C . Village Owner U 1 ) ` Address Telephone Permit request G' d 20' Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King 9 y's Hi hwa�: ❑Yes ❑ No t Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial 0 Yes ❑ No If yes, site plan review# Current Use Proposed Use INFORMATION - (BUILDER OR HOMEOWNER) Name &-(K4_ K t,A)&<]1 DJ Telephone Number 1�W r, ' Address `�(! ��� G��S/��I���z- �Ju✓�Lase # 0 L? 2-1 � Home Improvement Contractor# 0 yV Worker's Compensation # } ALL CONSTRUCTION DEBRIS RESULTING FRO IS PROJECT WILL BE TAKEN TO { S/7� ��" - M T ,mac 4 0 L, - AIv�IfVV SIGNATURE DATE �� /) FOR OFFICIAL USE ONLY ,t ,APPLICATION# DATE ISSUED r MAP/PARCEL NO. ADDRESS VILLAGE OWNER I � f7 DATE OF INSPECTION: FOUNDATION FRAME INSULATION j FIREPLACE s 'ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 1 GAS: ROUGH FINAL FINAL BUILDING 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/Plumbers Applicant Information Please Print Legibly y� nA I' Name(Business/Organization/Individual): % it`y�f"(./�' ��� "��ye �G�t✓L' Address: U OX Y b CJ 7 0 GI/ City/State/Zip: /1 r �'C9 Phone.#: i�C1 e -7 ArKin employer? Check the appropriate box: Type of project(required): �/ 4. I am a general contractor and I 1. a employer with -/ 6. New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a'sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have g. Demolition workingfor me in an capacity. _ employees and have workers' Y P t3'• � - 9. ❑Building addition [No workers'comp.insurance comp•insurance. required] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions. 3111 am a homeowner doing all work officers have exercised their I Q]Plumbing repairs or additions myself.[No workers' comp. right df exemption per MGL 12.E]Roof repairs insurance required.]t c. 152, §1(4),and we have no. 13.❑Other employees. (No workers' 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. Tcontractors that check this box must attached an additional sheet showing the name of the subcontractors and state whether or not those entities have employees. If the subcontractors 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#ors #• W 1. C S �01—�()1 0 1 2,003 Expiration Date: 1✓ �� J �CD Job Site Address: l O ) /KKK.] ) City/State/Zip: ,--v 1 AX/1 s� S 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 tip 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 1DIA for insurance coverage verification. I do hereby ce de ains-and penalties of perjury that the informati n provided above is true d-0 correct. /Si atau•e: �"'"� Date: ! 6 _ Phone# U�' 4 -7 V' Y Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.BuiIding Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone# 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 employer is defined as"an individual,partnership, association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)'also states that"every state or local licensing agency shall withhold�the.issuanep 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." Applicants --- Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,i.f necessary,supply sub-contractors)name(s),address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies'(LLC)or Limited Liability Partnerships(LLP)with no employees other bran 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 space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. 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 permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like 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 Depart e-nt of lndustdal Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tei. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia Client#: 12900 2WBARNBU DATE(MM/DD/YYYY) AC-JRD,� CERTIFICATE OF LIABILITY INSURANCE 04/01/08 i' PRODUCER -THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling 8$O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 973 lyanough Rd., PO Box 1990 Hyannis, MA 02601 IN AFFORDING COVERAGE NAIC# INSURED INSURERA: National Grange Mutual Insurance West Barnstable Builders,Inc. INSURER B: Associated Employers Insurance Compa P.O. Box 516 ' INSURER C: West Barnstable, MA 02668-1124 INSURER D: INSURER E: COVERAGES r 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 CONTRACTOR 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. NS POLICY EFFECTIVE POLICY EXPIRATION LTR NSR TYPE OF INSURANCE r POLICY NUMBER DATE MM DD DATE MM DD LIMITS A GENERAL LIABILITY MSO43965 01/24/08 01/24/09 EACH OCCURRENCE $1 OOO 000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED ce PREMISES(Ea occurren 1 $50 OOO CLAIMS MADE 7 OCCUR MED EXP(Any one person) $5 000 X BI/PD Ded:500 PERSONAL&ADV INJURY $1 000 000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG. s2,000,000 POLICY PRO- JECT 7 LOC AUTOMOBILE LIABILITY i COMBINED SINGLE LIMIT ANY AUTO (Ea accident) .., $` a ALL OWNED AUTOS BODILY.INJURY . . SCHEDULED AUTOS (Per person)- HIRED AUTOS s BODILY INJURY NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $. (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT .$ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ B WORKERS COMPENSATION AND WCC5OO2701012007 O6I11/O7 06/11I08 X WC STATLIMU- OPp TH- EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE } E.L.EACH ACCIDENT $1 OO OOO OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $100 000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $500,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the - coverage provided by the policy provisions. (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION ±. SHOULD ANY OF THE ABOVE DESCRIBEq POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL in DAYS WRITTEN Attn: Building Inspector NOTICE TO THE CERTIFICATE HOLDER'NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 200 Main Street IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Hyannis, MA 02601 REPRESENTATIVES. AUTHORIZED R PRESENTATIVE G c;. ACORD 25(2001/08)1 of.% #51507 JV O ACORD CORPORATION 1988 4 P��trti Town of Barnstable Regulatory Services MASS.BARNSTABE Thomas F.Geiler,Director 9g'Arf ►`�� .. Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 ,. . Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY I, A Ae 141A)65,E 140 K-� � ,+-w� Construction Supervisor License. _ # Z1 Z , hereby certify that I have assumed responsibility for the project under construction, as authorized by building permit# L6 07 05-N 2,issued to O I NOW f/J I (property address) ®4 S� D(D A Si /kc,M C-C17-11i/ on , 2007. The following documents are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form(if applicable) copy of my Home Improvement Contractor registration(if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond(if applicable) LICENSE HOLDER DATE q/forms/newcontrb h I I BOARD OF BUILDING REGULATIONS j Ii License: CONSTRUCTION:SUPERVISOR t Number`: CS 023212 I � _ Expires 04/1212008 Tr.no: 20932 I rC j A",! MICHAEL L KINGSTON' I I j 9 GREAT HILL RDA c rf'' SANDWICH', MA 02563 - co_mmiss_io_ner { p� OTtce i�anz�riaizu�ea a�✓�aaaac�u�aeCla �\ Board of Building Regulations and Standards I -.HOME IMPROVEMENT CONTRACTOR `� j I Regis li 120878 t f ExPt tat►—=3/1.3/2010 Tr# 263426 I Type Pnyate Corporation 1 �. WEST BARNSTABLE 9Q RS,1NC MICHAEL KINGSTON � 1170 RT.6A/PO BO•X 516 WEST BARNSTABLE,MA 02668 Administrator w - �MET � Town of Barnstable Regulatory Services • a a RUMSfABM MAss. $ Thomas F.Geiler,Director i639. a Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, y�c�a, /�t i ���`• _ , as Owner of the subjectproperty l hereby authorize � � �a .S� i to act on my behalf, in all matters relative to work authorized by this building permit application for. 1 (Address of Job) . i Ignature of Owner �_.. . a - _ r . Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. QTORMS:O WNERPERMISSION Town of Barnstable �oF1HE r, Regulatory Services awxxsrwsr e, Thomas F.Geiler,Director MASS. t639. Building Division ` lFn f,�y n Tom Perry,Building Commissioner 200 Main.Street, Hyannis,MA 02601 vt ww.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occuviied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. , DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be,a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit: (Section 109.'1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable'Building Department - minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In,this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt r y -- T 0 W. ",N 0 F - Building partm, o uhd, . n e mi, DatePermit Name AP414 -= , ss3 Town of Barnstable _4 ,4 o Regulatory Services y N? Thomas F.Geileik,Director Building Division o► ' g . Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnst2ble.ma.us Office: 508-862-4038 Fan: 508-790-6230 . ]PLAN REVIEW Owner. Gc/ � -:� Map/Parcel: 07V 00 Project Address /'9fS1-01A PQw r 2�s- 4t Builder: The following items were noted on reviewing: OD Zk- 2 Reviewed by: .Date• Q:Forms:Plnrvw Town of Barnstable y � Regulatory Services r sawveTwet.a, . Mass. Thomas F.Geiler,Director �B1 D6 Mgqfg Buildin Division rCt�lf P t- .1: 34 . Tom perry,Building Commissioner 200.Main Street, Hyannis,MA 02601 www.town.barnstable.ma.as ' )'� ; Office: 508-8624038 Fax: 508-790=6230. NOTICE TO THE BUILDING DIVISION OF CHANGE OF LICENSED CONSTRUCTION SUPERVISOR I, R,To owner of property located at 01 S 0�_o S l M. CM l T ,hereby certify that is no longer Constru00''n'Supervisor listed on the application for the project under construction-as authorized by building permit.# .2 b.� ued on I �' . 20 0 ' I understand:that the project.under construction must cease until a successor licensed Constructioxl Supervisor, is submitted on the records of the Building Division: FrROPERTY OWNER DATE q/fbr .6/newcontrowner rcfcrcnce R-5 780 CMR rev:011608 Td WUF-2:T T 800Z, bZ 'add Sb92-Z928OS 'ON Xtdd sa3a- I nE3-1suisNdU9iSEM: WO east cap g.a engineering, inc 'Civil Engineers- Land Surveyors SHEET L of 508-255-7120 Box 1525, Orleans, Mass. 02653 CLIENT/SUBJECT _ 1.� � ui iv-TTl C•V2 W.O. NO. 08-107 TASK DESCRIPTION TASK NO. s PREPARED BY DEPT DATE APPROVED BY MATH CHECK BY MciLc:0,4 DEPT DATE 0� METHOD REV. BY DEPT DATE. DEPT DATE WS 01, OF � O� MARK AyG NAL E Multiple Member Connection Bok r C,,,, ^Multiple MemberConneUlon Nall t3- Attachment at End no panels at Interim Bearing Post Load Trento, ;T.` Rim Board N.T.S. N.T.S. N.T.S. N.T.B. FOS N.T.S. N.T.S. F19 tduw�aatisMw Z) j 3/¢x II7� �ws NEW POST REQUIRED TO REDUCE LOADS ON - BEAM DR4 AND TO ELIMINATE SOME, UPLIFT AND EXCESSIVE D88 2 p � DEFLECTION ISSUES. DB2 4 AtdelRoof B102 D _ rob? Fmrrdng Schedule-Hominalixad DB8 2 DR4 1 Tap T Description - - - B7 2 1-3/4"x9-tf2"VERSA-LA DB8 2 84' 3 1.314"x 11-7/8"VERSA-L 16 3-3/4" B10 2 1-3/4"x 24"VERSA-LAM( DS2 4 1-3/4"x 9-12"VERSA-LA [.-IS Dimensional hdr by other B4 31, DR1 812 DR. 18'fit/4"' 12'3.3/4" 28'10" Attic/Roof 1/4"' = 1'-0 ``a TOWN OF BARNSTABLE UILDING PERMIT APPLICATION Map 3arcel ;&01 %- cl--Z- �If�`��� 7 Permit# Health Division Date Issued Conservation Division Fee Tax Collector Application fee Treasurer n Planning Dept. �. �'-'�4 8�f-P�-tt�4 Checked in By' Date Definitive Plan Approved by Planning Board Approved By Historic-OKH Preservation/Hyannis csW 1' Project Street Address 10 H 0 t 4 1>64- c� !' - `/7 102 Village to Owner s-. 4-- 'VLC ky UL,JA-tR-r ' Address Telephone SCE-'- 74y - 01G" Permit Request New S l -�►,(� �c� w., v1 �-- 2 /� �'�. Square feet: 1 st floor: existing C> proposed 1'7 G r 2nd floor: existing ® proposed gs6`{ Total new ZG 3 Z- Valuation=��d' 000 Zoning District TZ'P Flood Plain Groundwater Overlay 1`I Construction TypeLot Size Size 9410 ems? S P Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family rB/ Two Family ❑ Multi-Family(#units) Age of Existing Structure A/ Historic House: ❑Yes O'No On Old King's Highway: ❑Yes ErNo Basement Type: Y-Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing C7> new Z Half: existing new 1 Number of Bedrooms: existing Cp new Total Room Count(not including baths): existing ® new _ First Floor Room Count S— Heat Type and Fuel: IN Gas ❑Oil ❑ Electric ❑Other Central Air: T Y,es ❑No Fireplaces: Existing © New�_ Existing wood/coal stove: ❑Yes YNo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Yl- Barn:Cl existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ _ CZ7 �- Commercial ❑Yes YNo If yes, site plan review# Current Use Proposed Use i1 �. 4 BUILDER INFORMATION - Name ��c CJL. R Telephone Number �s- -Z6;i Address 2Lk-Ter.L�A. , vim License# i ss • 1�� rv� Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT, LL I3EIAKEN TO SIGNATURE DATE w 4 j 1 FOR OFFICIAL USE ONLY PERMIT NO. 3 DATE ISSUED MAP/;PARCEL NO. 7 ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION Gap D� LZ oQ ILL FRAME Oit° ��- 9 C� ��iPllC QGSL n S' etS. INSULATION l Q lY O� lGt�` FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ,. GAS: ROUGH FINAL F. FINAL BUILDING Rlcl &,7101,10femcl, 1 DATE CLOSED OUT ASSOCIATION PLAN NO. r Town of Barnstable Regulatory Services , BARNSTABLF Thomas F.Geiler,Director Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis;MA.02601 www.town.barnstable.ma:us Office: 508-862-4038 Fa-: 508-790-6230 PLAN REVIEW Owner: �>zr r Map/Parcel: 07� Project Address A9yS0�4�°�+�' CT Builder: The following items were noted on reviewing: LNG!AI c if//llCr NCLe oaG o O iV X G c. 1U 4N l.Lr—/9c,r-"R,54 r • I - r /V Ec 11K 4"7-;G!��L �`-RD �D. /g. S•t It c erc sr� Reviewed by: Date: b 7 d Q:Forms:Plnrvw t I �OFfHElp� Town of Barnstable "�. Regulatory Services • aAtttvsresre, Thomas F.Geiler,Director MASS. 019. .�� Building Division Tom Perry,Building Commissioner 200,Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number/ street village "HOMEOWNER": name n home phone# work phone# CURRENT MAILING ADDRESS: ZG/ c i hc-L city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable.Building Department. minimum inspection procedures and requirements and that he/she will comply with said procedures and re rem ts. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.I-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. °F ►�E rati Town of Barnstable Regulatory Services snxxsxgi.E; ' Thomas F.Geiler,Director ArFQ.Mp� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c:142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: C��/ ��s /�� Estimated Cost aUc) Address of Work: /a�� ©/y /�� /2� Owner's Name: Date of Application: 1P) G 7 I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ®Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH.UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name Q:forms1omeaffidav . I ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMR Appendix J Applicant Name: Site Address: OCD 1,�5 Applicant Address: City/Town: Co Use Group: Date of Application: Applicant Phone: Applicant Signature: Compliance Path(check one): ❑ Prescriptive Package(Limited to 1-or 2-family wood frame buildings heated with fossil fuels only) Package(A through KK from Table J5.2.1b): Heating Degree Days(HDD65)from Table J5.2.1a: (For items d. through i., fill in all values that apply from Table J5.2.1b:) a. Gross Wall Area sq.ft. f. Wall R-value R b. Glazing Area' sq.ft. g. Floor R-value R- c. Glazing%(100 x b_a) % h. Basement wall R- d. Glazing U-value U- i. Slab Perimeter R- e. Ceiling R-value R- „` j. Heating AFUE Component Performance: "Manual Trade-Off" (Limited to wood or metal framed buildings only) Climate Zone(from Figure J6.2.2) Zone 12 ❑ Zone 13 ❑ Zone 14 Attach Trade-Off Worksheet from Appendix J, [and HVAC Trade-Off Works.heet,if applicable] ❑ MAScheck Software Attach Compliance Report and Inspection Checklist printouts ❑ Home Energy Rating System Evaluation . Attach Home Energy Raring Certificate(HERS rating score must be 83 or higher) ❑ Systems Analysis OR ❑ Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY: a. Gross Wall+Ceiling Area sq.ft: b.Glazing Area' sq.ft. c.Glazing%(100 x b a) % ❑ ADDITION with Glazing% (c.) up to 40%may,use 780 CMR Table J1.1.2.3.1.below:. MAXIMUM U-value MINIMUM R-Values Fenestration' Ceilinfe 1wall I Floor Basement Wall Slab Perimeter,Depth 0.39' R-37 R-13 1 R-19 A-10 R-10,4 ft I Glazing Area may be either Rough Opening or Unit dimensions. 2 Based on NFRC listing. Applies either to every unit,or to area-weighted average of all units. 3 R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area (i.e.-not compressed over exterior walls,and including any access openings.) ❑ "SUNROOM"addition(greater than 40%glazing-to-wall and ceiling gross.area) Attach"Consumer Information Form",from 780 CMR Appendix B. Official's Name: Official's Signature: Application Approved ❑ Denied ❑ Date of Approval/Denial: Reason(s) for Denial: (provide additional details as needed on back side) 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS I . 4 THE MASSACHUSETTS STATE BUILDING CODE Manual Trade-Off Worksheet ". permit# k Builder Name Date (Ztecfced By Builder Address I,I �Q�S OC�j �5?��• 607UIt /L2 Site Address ZotteKl2 [113 014' Dau . , Submitted By Phone REQUIRED j> PROPOSED Ceilin¢s Sky1iQ}tts and Floors OverOotside Air Required Insulation x�►4e Area U-Value bon R-Value U-value UA (Table J6.2.2b) x Ara UA is `t,_.- Ceiling o .a3 Z�S - z. 7mok Llro (Table J6.2.2a) Floc Over Outside Air k' (rabic is Zal u TS z 57 fe fe -Total Area Walls-Windows:anti Doors Jaatlatiort x tL_ Required UA U-Yalne xArea" UA • '-tips -• - R Value• Unn-V``al/ue� Are/a(� r � ^�Q walls q V� r7 p74f_.. AG• t { C.I (Cable J6.2.2b.c-dl windows -- 6z�,/� ' (NF1LCorTableJ153a) _ Doors. —� (NFRC or Table!t.S3.b) • 160 Sliding CL=Doors — `3 (NFRCorTab1eJ1.53a) 1 ftt Total Ara Z floors and Foundations trtstrlatioa Ittstrlatioa RDcsaip • x Area or ' Required tion Depth Value U Value Perimeter .-UA U-Value xx Amaa -UA +, Floor OM Uacoaditioncd (fable 30 s0 Ob �S Zb, 131•C/p Spam J63 2e) Bascromt wall (Table J6= Unbcaced Slab able J6.21 ) in Hcaud Slab Y (Table 16 2 2c) in roar Proposed UA x"at 1k kaa TOW rural r----, 6aa•r egsai to turd[arm 1teP«bud VA t Proposed UA, �. q� '1 eq�d UA Sutemeat o(Comprmcc:7M proposed b aft desip mMSCOW is 'Adj&atd dwe dkvmera is con Wow t.fth Me bWZftPk=rpCCOOMON& r Requrrrd CA and otber edcuWo is submitted with the ermit Clarion (r— -—-icoj�F (j Coarrwm/Name Dare &rrrdedDexignc#' 76022 780 CMR-Sixth Edition 2R0198 (Effective 3l1/98) I Affidavit of Substantial Financial Interest of zy��,�� �; a sl4S U O(,5 MA- , on oath depose and state as follows: 1. I am an applicant for a building permit for the property located at Map �7 , Parcel poi-OCJ-z- . The address of the property is 1 c,ys o 1ZAL , Co 2. 1 have to c!) % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is 10/ 1-7 /G7 , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address i 4. Within the last twelve months, from today's date, which is ao ,-?/e-? , I have had, a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted ® building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted o building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted (2-) building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received 0 building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this day of Oki. , 2007 2001-0050/affin 1 0/LOTTERY/AFFIDAVIT L_ fi 9 September 12th, 2007 ff 6 WeAern SuretyCompany LICENSE AND PERMIT BOND e KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 15041147 G That we, Duncan & Vicky Whittier of the Town Of Cotuit State of Massachusetts as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business'in the State of Massachusetts , as Surety, are held and firmly bound unto the Town of Barnstable ,State of Massachusetts , as Obligee, in the penal sum of Five Thousand and 00/100 DOLLARS( $5,000.00 ) lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed 1045 Old Post Rd. Cotuit, MA 02635 by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until September 12th 2008 ,unless renewed by Continuation Certificate. This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration s tees of thi��y ° days from the mailing of said notice, this bond shall ipso facto terminate and the Surety shaTltlierepon believed from any liability for any acts or omissions of the Principal subsequent to said daL 1t e number of years this bond shall continue in force, the number of claims made ag n tt�"t�his bon-Iapd the number of premiums which shall be payable or paid, the Surety's total limit of hab�l ty shall not be nulative from year to year or period to period, and in no event shall the Surety's total li4b ity,fo , ."wlaira' exceed the amount set forth above. Any revision of the bond amount shall not be cukvolbLtive; w E e e Dated this llth day of September 2007 r a e W Duncan & Vicky Whittier Principal e Principal e Co tersigned(where required) WEST E N S U R E T COMPANY BY By Resident Ag t Paul T.Bruflat,Sellor Vice President r Form 532-2-2006 r r r ;OF 'yF�, Cotuit ,Fire Mi4trict Cam Water ;Department 1926 �°� 4300 FALMOUTH ROAD, P.O. BOX 451 JU y COTUIT, MASS. 02635 PHONE (508) 428-2687 FAX (508) 428-7517 August 23, 2007 Town of Barnstable Building Dept. 367 Main Street Hyannis, MA 02601 RE: 1045 Old Post Road, Cotuit To Whom It May Concern: This letter confirms that town water is available to the lot located at 1045 Old Post Road in Cotuit. Sincerely, i Sheri Leavenworth Business Manager 1 ne_�,ummvnwea[rn of massacnusetts Department of Industrial Accidents Office.of Investigations ' a 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/orga=ation/Individual)• '�co,.r, Address: -2 7-1,iX7C_ City/State/Zip: .%rs ohs 1/�'J l/s, E/57 elz&A,-Phone#: 5 Are you an employer? Check the-appropriate box:.. Type f project(required): 1.El am a employer with 4. ❑ I am a general contractor and I 6 New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet 1 ?• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for mein any capacity. workers' comp. insurance. g, ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its . equired.] officers have exercised their 10.❑ Electrical repairs or.additions 3. I am a homeowner doing all work right of exemption per MGL 1l.❑ Plumbing repairs or additions myself.[No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers comp.insurance required.] 13•❑ Other.*. 'Any applicant that checks box#i must also fill out the section below showing their workers'compensation policy information *a r Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such GContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. _ f 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.Lie. #: 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 ofup to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and enalties of perjury that the information provided above is true and correct: Si ature: Date:*. Phone#: 6G8�-6 Official use only. Do not write in this area,to be completed by city.or town official: City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2..Building Department 3.City/Town Clerk 4..Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#• 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 employer is defined _an indivival,.pa ersip;:association,carporation or other legal entity,or any two or more aS. ,d 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. Howev..er.*e han three apartments and who resides therein,or.the occupant of the owner of a dwelling house having not more t dwelling house of another who employs persons to do maintenance, construction or repair woikvn such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to bean employer." SC 6 also states that"every state or local licensing agency shall withhold the issuance or GL chapter 152, §2 ( ) M p -commonwealth for an renewal of a license or permit to operate a business or to construct buildings in the commo Y applicant who has not produced acceptable evidence-of compliance with the insurance coverage required." L chapter ter 152, §25C(7)states `Neither the commonwealth nor any of its political subdivisions shall MG Additionally, aP Adch Y� enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificates) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the ed to carry workers' compensation insurance. If an LLC or LLP does have members or partners; are not requir 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 space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fM 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 en is obtaining a license or permit not related to any business or commercial venture year.Where a home owner or citiz (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like 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 Ind Office Office of jInvestigations ,. 600 Washington Street . h Boston,MA 0211L. Tel. #617-727-4900 ext 406 or-1-877-MASSAFE Fax#617-7274749 Revised 5-26-05 www.mass.gov/dia QUITCLAIM DEED KNOW ALL MEN BY THESE PRESENTS, That I, James Y. Whittier, of 46 High Ridge Road, South Glastonbury, Connecticut, for consideration paid and in full consideration of One ($1 . 00) Dollar GRANT to Duncan Richman Whittier and Vicky Leigh Whittier, husband and wife as tenants in the entirety, of �., PRI€& IMA'RSTO' f' r Barnstable County, Massachusetts, with QUITCLAIM COVENANTS, Certain parcel of the land,: with the buildings thereon, situated in that part of the Town of Barnstable, in the County of Barnstable and the Commonwealth of Massachusetts, known as Cotuit, shown as Lot 1A on a plan entitled "Subdivision Plan of Land in Barnstable (Cotuit) , Massachusetts for the Whitt -�r Family, " dated August 9, 11, and 19, 1988, by Levy,.. Eldredge & Wagner Associates, Inc. , filed with the Barnstable County Registry of Deeds in Plan Book 459, Page 54 . FOR TITLE, see deed dated August 3, 1992 and recorded with the Barnstable County Registry of Deeds in Book 8161, Page 131; and deed in Book 510, Page 3; also see Probate of Margaret York Whittier, Middlesex County Registry of Probate No. 319514 . Address of Premises : 1045 Old Post Road, Cotuit, MA. WITNESS my hand and seal this 21st day of June, 2007 . ,.James Y. Whittier COMMONWEALTH OF MASSACHUSETTS Barnstable, ss : On this 21st day of June, 2007, before me, the undersigned notary public, personally appeared James Y. Whittier, proved to me through satisfactory evidence of identification, which was a driver' s license, to be the person whose name is signed on the preceding document, and acknowledged to me that he signed it voluntarily for its state purpose. VAII to ublic My Commission Expires : KEITH A. McMANUS � 1 ' a Nc)tary Public >!Massachusetts tl�ly C(}�:J'i:'i llLir;-'..a ".;r,64 0:2011 2 8 TOWN OF BARNSTABLE Building Department - Foundation Permit i Date v2 0 Permit # doo-705-9010- N a m e IAI&M I� 'I Location IPMT'f)6� 94d ;&�µ Insp. of Bldgs. �IHE � Town of Barnstable Regulatory Services snxxsrasLs. Thomas F. Geiler,Director s639• ♦� ,. i0rfc�e�A Building Division Tom Perry,Building Commissioner 200.Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790=6230_ NOTICE TO THE BUILDING DIVISION OF CHANGE OF LICENSED CONSTRUCTION SUPERVISOR I, 0oic4f'j WHI TO owner of property located at (� ©�j 190 S J . . OM 9 hereby certify that t/!V is no longer Construction Supervisor listed on the application for the project under construction as authorized by building permit# 0-7__ grSsued on l 20 I understand that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. C' OPERTY OWNER DATE j q/form§/newcontrowner reference R-5 780 CMR rev:011608 Single 11-7/8 BCI® 90s-2.0. SID Joistl1st Floorl®R6 BC CALC®9.5 Design Report-US 2 spans [No cantilevers 1 0/12 slope Tuesday;April 22, 2008 10:25 Build 91 16"OCS I Repetitive I Glued&nailed construction File Name: West Barnstalbe Co Whittier.BCC Job Name: Whittier Residence Description: 1 st Floor\DR6 Address: 1045 Old Post Rd Specifier: be City, State,Zip: Cotuit, Ma` Designer: Customer: West Barnstable Co Company: Shepley Wood Products Code reports: ESR-1336 Misc: FM ow - T, 11-01-14 x 22-07-14 BO,6-7/8" 61,5-1/4" B2,6-1/4" LL 288 Ibs LL 1219 Ibs LL 516 Ibs DL 20 Ibs DL 305 Ibs DL 126 Ibs Total Horizontal Product Length=33-09-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 33-09712 40 10 40 16 Load Disclosure Controls Summary Value %Allowable. Duration Case Span Location Completeness and accuracy-of input must Pos. Moment 2813 ft-Ibs 29.5% 100% 16 2.- Internal be verified by anyone who would rely on Neg. Moment -3084 ft-Ibs 32.3% 100% 1 1 - Right output as evidence'of suitability for End Reaction 608 Ibs 32.0% 100% 16 2-Right "particular application.Output here based Int. Reaction 1495 Ibs 37.4% 100% 1 2-Left on building code-accepted design Cont. Shear 865 Ibs 39.7% 100%. 1 2-Left properties and analysis methods.d wood Installation of BOISE engineere Uplift 189 Ibs n/a 16 1 -Left- products must be in accordance with Total Load Defl. U828(0.322") 29.0% 16 2 current Installation Guide and applicable Live Load Defl. U1021 (0.261") 47.0% 16 2 .building,codes.To obtain Installation Guide Total Neg. Defl. -0.042" 8.4% 16 1 or ask questions,please,-call Max Defl. 0.322" 32.2% 16 2 (888)234-0056 before installation. Span/Depth 22.4 n/a 0 2 BC CALC@,.BC FRAMER@,AJSTM, ALLJOISTO, BC RIM BOARD T"', BCI@, %Allow %Allow BOISE GLULAMTM'SIMPLE FRAMING Bearing Supports Dim:(L x W) Value Support Member Material SYSTEM@ VERSA-LAM@,VERSA-RIM BO Wall/Plate 6-7/8"x 3-1/2" 308 ibs n/a n/a Unspecified PLUS@,VERSA-RIM@, 61 Beam 5-1/4"x 3-1/2" 1524 Ibs 111.1% n/a Versa-Lam 2.0 VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood:Products; B2 Wall/Plate 6-1/4"x 3-1/2" 642 Ibs n/a n/a Unspecified L:L.C:. Cautions x Uplift of 189 Ibs found at span 1 -Left. - Notes Design meets Code minimum(U240)Total load deflection criteria: Design meets User specified (U480) Live load deflection criteria.. Design meets arbitrary (1") Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing,glued and nailed to joist. i . Page 1 of 1 'Single 11-7/8" AJSTA° 20 MSR JoistUnd FloorMR7 BC CALCB 9.5 Design Report-,US 3 spans I No cantilevers 1 0/12 slope Tuesday,April 22,2008 10:25 Build 91 16"OCS I Repetitive I Glued.&nailed construction a File Name: West Barnstabbe Co Whittier.BCC Job Name: Whittier Residence Description: 2nd Floor\DR7 Address: 1045 Old Post Rd Specifier: be City, State,Zip: Cotuit, Ma' Designer: Customer: West Barnstable Co Company: Shepley Wood Products Code reports: ESR-1144 Misc: 3 2 � 1 11 iJ, �� . .. -,. r. r. ,Wl v...,, Mal 11-01-14 07-M14 15-01-00 BO,4-3/8" B1,3-1/2" B2,5-1/4" B3,4-3/8" LL 285 Ibs LL 626 Ibs LL 1119 Ibs LL 360 Ibs, DL 71 Ibs DL 78 lbs DL 421 Ibs DL 94.Ibs Total Horizontal Product Length'=33-09-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 33-09-12 40 10 16" 2 wall Conc. Lin. (plf) Left 20-03-02 20-03-02 0 60 16 3 attic Conc. Lin..(plf) Left 20-03-02, 20-03-02 200 100 16 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 1414 ft-Ibs 32.1% 100% 14 3_Internal be verified by anyone who would rely on Neg. Moment -1788 ft-Ibs 40.6% 100% 20 2-Right output as evidence of suitability for End Reaction 430'lbs 31.0% 100% ..14 3-Right particular application.Output here based Int. Reaction 1511 Ibs 51.6% 100% 20 3-Left on building code-accepted design Cont. Shear 1029 Ibs 69.1% 100% 20 3-Left properties and analysis methods. Installation of BOISE engineered wood_ Total Load Defl. L/1321 (0.134") 18.2% 14 3 products must be in accordance with Live Load Defl. U1699(0.104") 28.2% 14 3 current Installation Guide and applicable Total Neg. Defl. -0.024" 4.8% 14 2 building codes.To obtain Installation Guide Max Defl. 0.134" 13.4% 14 3 or ask questions, please call Span/Depth 14.9 n/a 0 3 (888)234-0056 before installation. BC CALCO, BC FRAMER®,AJSTM, %Allow %Allow ALLJOISTO, BC RIM BOARD-,BCI®, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMT"/,SIMPLE FRAMING BO Wall/Plate 4-3/8"x 2-1/2" 355 Ibs n/a n/a Unspecified SYSTEM®,VERSA-LAM@,VERSA-RIM B1 Wall/Plate 3-1/2"x 2-1/2" 704 Ibs n/a n/a Unspecified PLUS@,VERSA-RIM&, B2 Beam 5-1/4"x 2-1/2" 1540 Ibs 15.60% n/a Versa-Lam 2.0 VERSA-STRAND®,VERSA-STUD®are. trademarks of Boise Wood Products, B3 Wall/Plate 4-3/8"x 2-1/2" 454 Ibs n/a n/a Unspecified L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. _ Design meets arbitrary (1") Maximum load deflection criteria. Composite El value based on 23/32 thick sheathing glued and nailed to joist. Page 1 of 1 I 4 COTUIT REGIOR�0r LEV!!; aW CB DH . _ r+ag FOUND - 0,0. Mp S i R PM'9! N R - 201.97'. S N�YH L = 125.28' RECC0EB - • LCC 15593 A 3 rc pDLJO LOCATION MAP y d ASSESSORS MAP 74-003 N PRECINCT 7 R = 341.19' 75-1 CT • E „^�m L = 42.80' rn ; IRVIN G. AMMEN W u lI CS DH CTF. C1140 OWNER(S) WHITTLER, 1 1 1. FOUND ANN WHITTIER GREIER& 104.03' A'B . ;IM DOROTHY W. GRILLO CB DH38 HIGH RIDGE RD. 1s? S • ,do S. GLASTONBURY GT EXISi1N DI _DRI Bs FOUND 06033 �R = 341.19' - ``\` ti DEED REFERENCE: 2077/128 = 105.28Z H CB OH Wes. W � sp46?e•@ r, SETBACKS: ZONE RF N ` 1 Cd p51Z N ? S 6 ` ?4 FRONT 30' �: SIDE 15' 3 3j• OB OH REAR cA 7. 4 .4) F FOUND ^ MIN. FRONTAGE 1W CB DH • ��.�` FOUND , i! CB DH �` B FOUND - Q. LOT 1 A 8 S' Q CB DH w 94,877 SF 754t 09. n FOUND,9iy0( N 19'00'19' W 2.18 AC • 14g 14.06' •"t� @ S OB DH SN=17.7 3 1<��` !t 75"57 p FOUND 1 i��\ 10 .15 9•E s �s N i 1 ���: EXISTING 2 STORY rO0 WOOD FRAME BARN �s0 N 2 S 414,31' y �1 � 6 9• 4, it / N 7474, CS DH N 13 . W Cal S.E LOT 1 �'O FOUND 3y9O, 165,066 SF' 379 AC EXISTING 2'STORY 2 FOUND SN-17.8" WOOD FRAME 7?9 45, 315.14 HOUSE 12,000 SF±. 4 / 6.88' i LOT 2 ls ro S 2s3�+ a . K^ ce 187,169 430 AC F Z sFr SN=17.9 �' t 11 / SnNC v R 288.73' a4 09 x ? j ro. 0 L = 147.26' , . ,� 7,300 SF± y .Sc.. r --..,.._•_.. ...•.:•-:.+-+ --�.:.w.».....�......,.� - SSE Sn,1-�•. S _ 0 ]9.16 - _ 127.19 S 683 1 NOM FOUND o3g?O'�16.75'. - � LOT 3 sE� BAY 154,823 SF S 89'4237•E�^\ -7•W ° �``\ ` 20' WIDE 3.55 AC EXISTING 2 STORY - ,` ' (N0 (TIDAL I a ` COMMON DRIVEWAY WOOD FRAME HOUSE ' -,o o L .. SN=17.8 .(COMP. LINE) z 1 EASEMENT 6.800 SF 101, • I S 1ID3'32• W. 24.05' �- --- `� LCC 3216C CB DH s 224.24'•10 /OSs4 I1 Z Z 'BJ FOUND + _ p0 Ce g UPLAND 128,289 SF _ 0 9.84 WETLANDS 73.600 SF ry S TOTAL 201,889 SF �• ``•••-� • '44 +:II; >.,, 3 0 sang 4.63 AC /.r .m� .._ LOT 4ca �$ o A9• / �-� 201,889 SF I 4.63 AC ) I 1 I, 3 So / �...AV 73,600 SF- �F7�\, SN-15.8 O N .9 n F .. �Llc �Nps I a H 1. OUND 74-14 Im �..,, ) I ; 9,000 SF±.. z Id ^� y DONALD J. &ANITA E. - 8 p MACKINNON I i ad 294.63' ALL OD O a,. _ SHORES -�E' IP FOUND COTUIT BAY SHORES ASSOC. ��� AL fl 1. /: � :1 1 - 3 j CTF. C97936 aW I • 60.1 'W g 85'gg'41• W 191.40 CB DH O v - +1 S 79'20 35 \ FOUND 1\ " CB DH LCC 3216 C AL FOUND a - PLANNING BOARD APPROVAL NOT REQUIRED UNDER SUBDIVISION CONTROL LAW ~ 3 8/19/88 LOT DESIGN/WIDEN EASEMENT EIX BARNSTABLE PLANNING BOARD 2 8/11 88 DESIGNED LOTS ELK 1 8 09 88 INITIAL ISSUE ELK NO. DATE DESCRIPTION BY SUBDIVISION PLAN..OF LAND n BARNSTABLE (COTUIT) MASSACHUSETTS FOE THE NHITTIER FAMILY I'CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMITY SCALE: 1 = 60' JOB NO. 1379 A379 orP WITH THE RULES AND REGULATIONS OF.THE REGISTERS OF DEEDS " DATE �w4. /� OF THE COMMONWEALTH OF MASSACHUSETTS PAUL 0. so 0 so 120 . welt- ... . s APPLICATION DATE 'q ORV£y� �j�i16�Jtl SIGNED DATE DATE R GI TERED LAND SURVEYOR; LEVY ELDItEDGE & WAGNER ASSOClk.ts INC. imm Il wAn e1CHm Pi1t11189 um 9mN6 a w, 889 NEST MAIN STREET CENTERV= MA 02632 k11or DIRECTIONS: A ' • ,' _. ASSESSORS REF.: � °u\- e` From Hyannis — Follow Main Street to the West End Map 74, Parcel 3-2 0 44{0 moo, Rotary,• Take the second exit onto West Main Street. TurnQ , 4° left onto Rt. 28. Turn left onto Old Post Road. liQ #1045 is on the left. OVERLAY DISTRICT: Aquifer Protection District ' ;; �'. !slan AP — A q u ;. off• . ;' COU FLOOD ZONE: - 3a IP Pt Zone X (Min Flood Hazard) a . "off a 'o satietla. fnd Community Panel No. _ #250007 0018 D „ n f July 16, 2014 / James Y. Whittier Trustee / ° Whittier Realty Trust % 'j� LOCATION MAP (1"=2000t') Sg3•�� ZONE: 435.47' Existing RF J� Shed Area (min.) 87,120 SF (RPOD) h N IP Frontage (min) 150' �� h fnd Width (min) -- 'Gravel Drive 15' Setbacks: S aback Front 30' 1 -- Side 15' ~ l Rear 15' I d ' \ 1 REFERENCES: �¢ Deed Book 218671133 Plan Book 459/54 ^_ Lot 1A 1•' \o- do Lot 1 A Existing 59.6' �) 94,877 SF Dwelling a 2.18 Acres , NN \ ones eke n Ui o Four X_ \ New Concrete Hor \ Foundations 241.7' 73.9' T. if yc U 45.3' \� o C(Y =°�� \ __.. _ — _ 15' Setback_ No. 2 9 Q _. 414.31' 1 FSS/ONAL \ N74 24' 15"W IP n/f 13 � fnd CB/DH B/DH Lawrence Best 1 certify that the "New Concrete Q fnd w♦ fnd Foundations" shown hereon conform to `T17 the setback requirements of the Zoning Bylaws of the Town of Barnstable. TITLE: PREPARED BY. PREPARED FOR: NOTES- AS - Built Foundation Plan 1) The structures shown were located on the ground AtEngineering& by conventional survey methods on 'August 23, 2019 m 1045 Old Post Rd. suffivanConsulting,lne Edward F. &' Patricia A. DeGroon and December 23, 2019. Barnstable (corut Mass. csae 4MU"•PO.Ow659-7UMatnSUeet.OdWtKMAGM 2) The property line information shown hereon was seclawlhantr wwreutttranWWn.C= `compiled from available record information. raft: ASL Field: CTR JOD 40 0 20 40 SCALE: JDD Colc.: N/A DATE: 3) This plan is for permitting purposes only and Demmber23,2019 1w=�r Review: (Old Past Project zoD�oze should not be used for recording or legal description. Pro' t: DeCraan FINEUNEdesign a V,.ST �.420.1298 ftAY FMD OSTBTAIE W NOTES: 4 1264-2MI A low I H 41 k, Z WE 7 RPT F 21, -2, L 3Z711, IN 1. EXISTING HOME NEW HOME RENOVATION & ADDITION z � 0< SMOKE DETECOTORS R VIEVVEU 0 a 0 Barnstable Bldg. Dept. W (D BARN6TABLEBUILUINbUtV1, 1)101 W 0 DEGWN RESIDENCE Approved by: 00 1 '9 06 u) rt — — 1045 OLD POST RD. COTUIT MA Permit #: T'�,-161 ::3(eU4 FIRE NPARTI NIENR FIATr 130TH SIGAIATURES ARE REQUIRED FOR & kli 21 , X 7, 1S _J, RENOVATION& g; X 5, ADDITION N, �J DATE 1� 'F Now an* was, owo� FEVISIONS DATE DESCRI"ON ........... NMI xxj[� ;§§ Btu 2 "P, 0 1, Avi 7 �A' 7777,777111 7, COVER EXISTING HOME NEW HOME RENOVATION & ADDITION A-0 ` FINELINEdesign SOBA2OSTB S We3T 84YfU^D OSiEFAM1lE.M.4 ... ..... .. .... .... .... p. ... NOTES: 0::...'., .... .. ... - _.. ... .. Him iN� ........... - : _ -- ... -- . . .. 0 = Ll u —1 h E%ISTiNG I NEW CONNECTOR NEW GARAGE' O 1 FRONT ELEVATION C7 U a A-1 SCALE:1/4' = 1'-0' W a ::) W 00 p U Q d .._.......... ... . .. ._ ._ .. RENOVATION& ADDITION SET ISSUE MTES .:: 12.. ... ... ..... .... ...... ..... ........ DAZE ISSUE .... ..... ... Q6 It- —ILL L REVISIONS ... ... _ .... ,. .. .. � � � GATE OF.SCRIPfION FRONT AND REAR NEW GARAGE �NEWCONNECIOgA� FJDSTINGHOME NEW STEPS l NEWSUNROOM � ELEVATIONS 2 RIGHT ELEVATION A-1 SCALE:1/4' = 1'-0' VM#20F 12 A-1 OATS iM&19 FINEUNEdesign - B VrESf R4Y ROPD LM _ W,N,. .= ._.. ...._. .._..... ... _._.. -_.. . NOTES ................N DORM ........ ........ ...:.:. ............. .. .... ... NEW DORMER ....... ............ A:: 7T I .. _.._. ............ ..... ..�:.. : ...._...._. ....:..-... ......::.. ........:. :: ....... ..... ::._....... ........ 1� ... .. .. .. ._. ..._.. .... .. .,.. .. .. .. _ ... ... ..... .,. ...., .. ..:: 0 l NEW GARAGE NEW CONNECTOR 1 NEW NRCHEN ENTRY 1 NEW SUNROOM EXISTNG 1 Q W 01 REAR ELEVATION w A-2 SCALE:114' _ 1'-0' W ° O ... ... .. .... .. a .... .. i .... _ aL7 _. .._ . .. .: R 8 O ENOVATION - _... ._ ADDITION Uj 7. ._. - ..... -- ::::.. SET bSUE DATES 4C .-_. _. _ .. . ... .. .... :.: .... ....: .., .., ... � _. ..... .... �.... GATE ISSUE JUL UL .. ® REVISIONS ;' 0 DATE DESCRIERON N JN�M�F�STI�NEWCONNE�R�N���I REAR&LEFT ELEVATIONS SI MGF 12 2 LEFT ELEVATION A-2 SCALE:IW _ ,-0' A_'�\J GATE iMSR9 ERIFWNXBOF LN III 0.0.8-0 IB.1-' FINELINEdesign BI' -P 5-3 W4' T40 9• S- 1 EDBAZD B WEST FLAY FOND OSIE OSTE 3MIE.MA "RO SUN ROOM 4 ELECTRICAL KEY .mw.w voRemvNDN.v�.mn O HEAT SENSOR NOTES: 4 4 Nrn XBRL NEW ® RECESSED 4•LED 0.a—ff.B-0• MASONRY STEPS SURFACE MOUNTED CEILING FDOLRE 4 n DECORATNE PENDANT h'mR� R®KEDCSiING9mPG OWR W/NiNDPM CAWF RE{OTA,EFJDSTN6NW4UIDYI(AdIRHG / /j/ / I O WALL MOUNT SCONCE / I I FLOOD LIGHTS f INFILL EXISONG PORCH/I / a $FL SURFACE MOUNT CLOSET FLWRESCENT R p UNDERCABINET LED BATHROOM FAN/LIGHT MASTER BEDROOM Q • NG UVING ROOM —M iFuuD BAO-0' O -S SURFACE MOUNT FLOURESCEM DiCHEN O 0.QB-0L>t'.}-sw OUTDOOR POST LANTERN WALL MOUNT DUPLEX OUTLET . SWITCHED WALL MOUNT DUPLEX OUTLET .. I $N TEIEVI&ION JACK V CARBON MONOXIDE DETECTOR/ALARM NLJ.0 L- -e t/0' 8-134' SMCKE DETECTOR ALARM I UR B O - cl CEILING FAN 4 I 6 r —D W f0 MASTER ^1 O t= BATHROOM EM611NG I LILVII � .. � 0 OiRCE ca o p� w O LAUM.NDRY � ... / 06 O U �vl S INA I,EXISTING PORCH a- d� Al6 a a - t w CONNECTOR , A� y SS O a� t FIRST FLOOR PLANS r „� GARAGE RENOVATION& A-Z SCALE:t/4' = 1'-0' e- �, 0 RATEo O ADDITION SEE ISSUE DATES � t O S DIE �aI o p� REVISKk1$ `� 0 DATE DESCRIPTION / 4 / cAwnc� Q" S-0 *ow FIRST FLOOR $ PLAN $NEU 14 OF 12 GATE,NJS119 .. FINELINEdesign BWEST RAY RO^D OSTHMIE,MA .......... ELECTRICAL KEY O HEAT SENSOR (MOTES: Oq RECESSED 4'LED i L SURFACE MOUNTED CEILING FUOVRE DEC.-PENDANT . ry n WALL MOUM SCONCE NEW OORMFP ... ...... .. N ...... FLOODLIGHTS . .......:::: . WOPMER .... ® 0 _ $FL SURFACEMOUNT CLOSET FLOURESCENT IO ouG UNDERCABINET LED BATHROOMFARILIGHT BEDROOM 03 '€ LNING ROOM BELOW F3X4 SURFACE MOUNT FLOURESCENT ® OUTDOOR POST LANTERN POST WALL MOUNT DUPLEX OUTLET BEDROOM DZ =4� SWITCHED WALL MOUNT DUPLEX OUTET 0 $TV TELEVISION JACK 0 ma�yy,, YY CARBON MONOXIDE DETECTOR/ALARM -m:... .;.. {gS SMOKE DETECTOR/ALARM 0 SD cl AFL ' ON I! s CEILING FAN Q FFJ tl a %JI Z V G W In BATH € .. v' 0 0 s FW LOFT .\ \. „I o BATH ....... __ .. \ Q SA S5 � ® SECOND FLOOR PLAN A-3 SCALE:va = r-0 \ O N W O R � EC DOOM NEW R RENOVATION& ADDITION b D 9 SD^3 SET ISSUE DATES DATE ISSUE NEW 4 \ \\�\ BEDROOM a4 \ ". REWswru t DATE DESCRIPDON F lR \ SECOND FLOOR ;'• PLAN SNWNGF12 A-3 MTE tO s \\\ 1 FINELINEdesign I '. I SOB 42012D6 NEW eVvFST 6tV Ry+D OST6T.'11E.M4 rvEw SUNRDOM _ w3+w FrelimJuchitechrBlDe_`A^.mm . FOUNDATON WALL TO MATCH IXISTING HOME I :2)+5 REBAR COUNT 70P&BOTTOM b NOTE B'x18'CONTINUOUS FOOTING 5R'ANCHORBOLrS EMBEDDED T' .. NOTES: SPACED 31O C. ' 13'FROM CORNERS -' ' NEW ACCESS INF%ISTING FOUNDATION TO NEW - - E%ISTNGFOUNDATONWAll - �_ CONTRNCL ON L_______________—_ _...----_— _—_ ___—_ ___ ___� __— __—___ _ r-----------------------------------------------.....------------------ - - :: - NEw - •'. ( 0'x<P FOUNDATION WALL - E-1 ING FOUNDATION WALL - b. I � '—(2)+5 REBAR COUNT TOP&BOTTOM - - ADDITION E.—CONTN —TNG I ::. 1 000S I - - 2ar0LEDCiRFASTENEDW/ 1 - STAGGERED EA BAY - - —TING FOUNDATON WAL I - - BASEMENT - - Z. I I - OR ALL ueoERs t" / W O - J - / \ �xU \ \ ND` \\ - W B'.<vFourvoATlDN ___—______- ... 1 I _'~ W+Sa®Afl COUNT TOP 8B0 \ - - .. � � .. O'—CONDN000SFOOn / // 8)15 REE RCOU T TOP �N �-RI+S ISBARCWNT TOP&80TTOM - \ ADDR ' CEXISnNG FOUNDATON WALL - - :.\ // 8'x1B'<ONTWUOl15 FOOTING \\\ - - L_____—_may -----_--_ -' - 1 �_ _ \ N .,... .. \ Fw / ..: CONNECTOR \ \ \ 1 8-0 . - - - By.1Rl.aEBA NonnoN wuL \ \ - - - m+s R courvrroP&BonoM / -' //' / - _ NOTE SE�'ANCHOR / COA R5 - \, FOUNDATION PLAN GANEW RAGE RENovnrloN a ScuE:va T:.O" NCRF a \\ G L APORRETFND / \ ADDITION DROP WALL UNDER Sus \ \\\\ SET ISSUE DATES ISSUE `\\'• \\ p_y / - DROP WALL UNDER SLAB . REVISIONS \ - / ,/ �•�,'/ ,; C DATE OESGRIP ON Y // 8'a+-0'FWNDATON wnLL REBAN COUNT TOP&BOTTOM_/ 8_CONTINUOUSFOOf NG VERFY TO MNNTAIN NEw Ae..BELowGRaDE //' GARAGE . \ y �•Pye // /'/ +'CONCRETE SUB' MIL VAPOR RETARDER / FOUNDATION \, Hql 'cve NTH OF'k ` - \�o yv¢ ) l E¢�]r W' O SHEET p8 OF 11 . - � ESSONAE EHT'a - . - DATE 18R8118 FINEUNEdesign • I 508.420.1298 NOV 1 - 8 WEST BAYRO4D OSi6T•AIE.MA _...-nT/6'ENGINFERED Fl00R JOISTS®16'O.C- - ) a NOTES: -FRO Co RS 1 ASHE 3'B.T' 4• -' I I ;• j I . I I I ExGTwG FouNDnno"wui "' _ _ _ _ _ _ _ _ _ _ _ _ ':''.�. :£ '� .,:'a.� �'�,a.a �c '�.,a.�.:;I�`E �• :- :;;;. x a- s�'>s zx s. -------------------------------------------------- la.n>/B'ENpNEEAED aooA.. I I I t l I .� I mlirs®t6•o.c I '. I ADDmON I �: I I F': I I •: I r, Hill E.�.�t I . E hIB—ER FASTENED W/ m S/B'LAG BOWS �•i STAGGERED E%—' R; I I I l DSMNG BASEMENT I I I i I I I \\ 0 k 4 _.• \ 4 Q O Lu co I \\\ E \ J O .. 7 77,1- - �• I m0 I t °c� \ \ I EximNG wuNwno"wAu --_- / / a. I L _ I - l \ � ,::�:£ r.. ,t� ;`;, •_. .. -" �..:�.�" � � = - F,... / I\ \ �!/ S/B•A E 60LT5 / MBEDDEEDDEDT / - \ / SPACED 32.O.C. \ FIRST FLOOR FRAMING r 9 / wAHER3xTws• \\ """ GARAGE RENOVATION& 8-2 SCALE:1/4' = 1•-0' ® a•co"cnE Es Ae 6MILVAAORRFARDER ADDITION \\\" / \ / SEE ISSUE DATES ,�\\ DATE ISSUE a \\' ;::` / "'•' REVISIONS f DATE DESCRIPTION \:• \\ / VEAIFV TO MNMAP! /// OO L 48'BEIOW GRADE ' GA GE \\ .:ki' l'CONCAE'IE STAB '// MA VAPOR RETAROFII \ ' / FIRST FLOOR FRAMING G"OF SNEEEW OF f2 ` UCTURAL y \Y No 13834 -/^/SS/ONAI ENG j OATS:lOQW9 l FINELINEdesign 508.42D.1290 8`NESTBAYP.OADOSTBM. .MA ' vn+w.FnelilvJvcy;aY:JDe9g.mn NOTES: i i r: Ili Z 0 Q W u � H a � ~O , A� O Uoo i A, Q a a SECOND FLOOR FRAMING S-2/ SCALE:114- r.D= / RENOVATION& . ADDITION .�d a / roP SET 15511E DATES j DATE ISSUE V - REVISIONS A DATE DESCRIPTION SECOND FLOOR FRAMING r� �OFndys�`SV' I2S �S SNEU*OF 11 1 U38343 36 ASS/ONAIEN�'� J L . MTE 1MflNS - i p FINELINEdesign Ml A2 12% 8 WEST BAY ROAD OSTEltNLL£.W vx.FinS.'rzXchil�fva®z�cn.cpr R),3N' StH'LK S,IDPoN4- 4, see Sm,CN NOTES: r. 'nEW 00FMfR I I I !� I , �i I I II � Ncw OOrWER I ! I - I I I it 1 II I� 1: 1 II I it .atm0t6•0,c——> - I I I I II �,, I. I I� �� I II i ��j • �! I - - ! 1 1 � RI 3N /4 LK 'I I � Ii I � i I , i 1z111<•x 11 i�LK it i; I �! I : 'I v ij, - � II I I, I I 0— � — — I; ii F1-71 11 � e>,Is�wcznaw;i•oc �i 11 I- �—i --I li> � I� I �� it I i li it (� � � w cn Lp EL p 1— J O cZS eoC ROOF FRAMING �' S-3 SCALE:va• = ro h RENOVATION 8 r ADDITION o� SET ISSUE DALES GATE ISSUE / r \ df} REVISIONS q PATE DESCRIPTION d� 9� r�\d 60 C. `^\ ROOF FRAMING Of I:T JI 4i Iq ROBER I i CT JR SNEETaoPtt No. 13834 9 ' - 3836 SSTONAL6_ S_ ' DATE:tORNt9 FINELINEdesign 508.G20.1298 8WESTRWRCADO$TEMLLE•NA ' �xrw.fircLrrNcnitecWralDas�.mm ' NOTES: RIDGE - - TYP ROOF MATCH EXISTING HOME SHINGLES - 5/8"CDX PLYWOOD SHEATHING -ICE&WATER SHIELD OVER ALL ROOF AREAS BLOCKING 4'-0.O.C. IN FIRST TWO JOIST AND RAFTER - - BAYS FROM GABLE WALL RIGID WIND WASH BARRIER REQUIRED - 12 - - - AT EXTERIOR EDGE OF EXTERIOR WALL - 5 1/2�7 TOP PLATESIMPSON 16. FASTENERS AT ALL RIDGE RAFTER/TOP PLATE '� � 2x10s @ 16"O.C. ��'PSI 2x10 JUNCTIONS TYP. rYP.ROOF MATCH EXISTING HOME SHINGLES - - 5/8"COX PLYWOOD SHEATHING -- Z -ICE&WATER SHIELD OVER ALL ROOF AREAS a BLOCKING 4'-0"O.C. 0 IN FIRST TWO JOIST AND RAFTER 12 Q BAYS FROM GABLE WALL 6 op ?'tip W co 12 l�pp - RIGID WIND WASH BARRIER REQUIRED 10�@1 ��F Q d � 12� /❑. AT EXTERIOR EDGE OF EXTERIOR WALL �P �S _ _ Q o ♦- TOP PLATE10 �'6,0 JO O q ,n 11 7/8"ENGINEERED JOISTS @ 16"O.C. FT7 2x10s @ 16"O.C. ~Q TYP.EXTERI WALL - TYP EXTERIOR WALL - --'--"' -- "-""-- d Zx6's @ 16"O.C.OR W14x34 STEEL BEAM _ _ _ _ _ _ _ 2x6's @ 16"O.C. - R21 F.G.INSUL. x,a R21 F.G.INSUL. r 1/2"CDX SHEATHING E(D m 1/2"COX SHEATHING �w TYVEK/W.C.SHINGLES o_ I z o TYVEK/W.C.SHINGLES rz-- z O x- '_U n z�w (�W C7v L)) inLL =wz z= tO w= °v °' w x z e z_Xw p 4"CONCRETE SLAB tO w -J w z - + =LL M Op,U - PITCH TOWARD DOO UUO Fu m wa3 - z� c� �oZ 6x6 WWF 10MIL VAPOR RETAR N �2t z zI 6"CRUSHED STONE Z RENOVATION& TYP.FOUNDATION WALL EXISTING FIRST FLOOR HEIGHT&NEW/ TYP FOUNDATION WALL _ _ — - -- 11 718"ENGINEERED JOISTS @ 16"O.C. {1 - (2)P.T.2x6 SILL ANCHORED 32"O.C. __ _ COfJN_ECTOR FLOOR HEIGHT _/_--------__-.___ ______ --__---_-_. - P.T.2x6 SILL ANCHORED 32"O.C. - y ADDITION (2)#5 BAR TOP&BOTTOM (2)#5 BAR TOP&BOTTOM DAMP PROOF BELOW GRADE . DAMP PROOF BELOW GRADE - 10"x20"CONTINUOUS FOOTING ' L• V�' -P .� Y 10"x20"CONTINUOUS FOOTING a CRAWL SPACE 0 O SET ISSUE GATES NOTE: NOTE: GATE MUE 5/8"ANCHOR BOLTS 518"ANCHOR BOLTS EMBEDDED 7" - - EMBEDDED 7" SPACED 28"O.C. o SPACED 28"O.C. of 12"FROM CORNERS 12"FROM CORNERS WASHERS 3"xT'x1/4" V-8" 8 WASHERS 3"x3"x1/4" RENSIONS p DATE DESCRIRTION SECTION 1 2 SECTION 2 S-4 SCALE:3/8" = T'-0' SCALE:3 8' = 1'-0" SECTION 1 &2 xDE,y ROBER ` (oIT•1 - F JR. SHEET a180F 11 CTURA� AL 4¢ S-4 fSSroroE��� MTE:tOR&19 FINELINEdesign EC8.420.,2Pfi' - - 8WEST SAY RJ O.TERJLLE,MA - �. xww.F�Lv�Fvclrlectixa UUF.rogn.com - NOTES: i - TYP.ROOF .. - i z MATCH EXISTING HOME SHINGLES - - - - Q - _ 5/8"CDX PLYWOOD SHEATHING ... O - -ICE&WATER SHIELD OVER ALL ROOF AREAS SUPPORT Q TRUSS - _ _.. . - _. W 2 RIGID WIND WASH BARRIER REQUIRED - 1�411'/9%,lt-•3RB RIDGE _ 0- F- ~ 12 12 - AT EXTERIOR EDGE OF EXTERIOR WALL 12 . _ _ - - - Q Cl TOP PLATE 4� OG l i I Lu 0 9 1/4"LVL EACH SIDE THRU BOLTED - gyp f+ / _ - _ _ _ _ ob SUPF(ORT <� I � (2)9 1/4"LVL END RAFTER Q - TRU$S - All - a . - (3)200 CONTINUOUS HDR ILL ILL 1 TYP.EXTERIOR WALL - - - ' _ 2x6's@ 16"O.C. R21 F.G.INSUL - - 1/2"CDX SHEATHING co Xw TYVEK/W.C.SHINGLES m wF i RENOVATION& Ll r=i -_ - ADDITION - 11 7/B"ENGINEERED JOISTS @ 16"O.C. - - - -- - - TYP.FOUNDATION WALL EXISTING FOUNDATION WALL seT issue wTEs P.T.2x6 SILL ANCHORED 32"O.C. - DATE issuE 9 (2)#5 BAR TOP&BOTTOM z> - DAMP PROOF BELOW GRADE Q mC - - IVx20"CONTINUOUS FOOTING ac x + o� - NOTE: <LL - 5/8"ANCHOR BOLTS g - aEvaioNs EMBEDDED 7" .. a DATE DESCRMON SPACED 28"O.C. 12"FROM CORNERS WASHERS 3"x3"xt/4" - o 4 '1 SECTION 3 3 SCALE:3/8" = 1'-0" - �� SECTION 3 OF o R08 W. sN . - S IS JR. SHEET att OF it UCTURAL h► Na.13834 ' �`SS/ONAI EHG . DATE:1=19 FINEUNEdesign ' EXTEND HOR TO CORNER 2X6 DBL TOP PLATE 508 420.120 ry B WEST EAV WJAO QSTffTAlE.MA FULL H&T.STUDS u www.Fe�eli�reNGii Uua�.mm JPLK STUD DOUBLE ROW NA L TOP PLATE APPLY 54MPSON MSTA16 CONNECTOR INTO BOTH PATS NOTES: TO BTM OF NOR W/2 R of 164 NAILS ON THE INSIDE FADE OF HEADER 2Xb DBL TOP PLATE o 3'O.G. 70 EACH JACK STUD WIND ZONE WALL GOMPLUWGE: W= 65%OF EACH WALL RUN IN WIDTH STRUCTURAL PANE. HEADB2 11 ` "LEO ad COMMON coNrnruar Henosa VERTICAL SHEATHING Vir H x' 0 3'O.C.EDGE AND FIELD CORNER TO CORNER OVER MULTIPLE OPBVM65 8d NAILS 3'EDGE/12'FIELD ,* W16d NAILS FER FT BOTTOM PLATE L= 27%OF EACH WALL RUN IN LENGTH 'Y - DOOR TRIMMER STUDS VERTICAL SHEATHING WITH STRUC-TURAL PANEL va 5d NAILS 3"ED6E/12'FIELD NAILED 8d COMMON (4)16d NAILS PER FT BOTTOM PLATE o W O.G.EDGE AND 12'INFIELD W-S/W ANCHOR BOLTS /SNr PLATE EACH NARROW WN1 SECTION i STRUCTURAL PANELS DOUBLE ROW STAGGER N BREAK ON SECOND FLOOR $' NAILING, R!M INTO BOfN PLATES JOIST 216 DBL TOP PLATE GARAGE NARROW WALL BRACING ` k SEL0NpD6T LOOR 1 VERTKAL VORTICAL SCALE=N.T.S. STRUCTURAL PANEL STRUCTURAL PANEL NAILED bd COMMON ✓ ¢' NALID bd COMMON 3'O.C.EDGE y O 3'O.G.ED&E s AND 1Y IN FIELD AND tY M MELD Z Q RAFTER o Wo.c. �< �c �p �� 0 Q DOuete Row " --Y cvtmte Row " W fA sTAGGEt NNLING ,�qq,, STA6GEt NAILINb �^q";� Q O INTO BOX Alm SILL f INTO BOX AND SILL �..tt9> nOo° H2.5 o EA.RAFTER `. w 0 O G U ,n TOP PLATE I �W` RAFTER CONNECTION SINGLE FLOOR NAILING (w� MULTI FLOOR NAILING 2 SCALE=N.T.S. SCALE=N.TS. • SCALE-N.T.S. JOINT DE5CRIF`nON NUMBER aF NIIMBEL oP NnL�� COMMON NAILS BOX NALS ROOF FRAMING BLOCKING TO RAFTER ROE NAILED) 2-bd 2-iOd EACH ENO RENOVATION& RY4 BOARD TO RAFTER(EID NAILED 2-16d 316d PACH END WALL FRAMING ADDITION TOP PLATE AT INTBiS0-7)0NS(FALE NAILED) 416d 5-16d A7.YJPIi� STUD TO STUD(FACE NAILED) -16d 2-lbd 24'-0 .2 . HEADER TO HEADER(FACE HALED) bd 16d 24"O.G.ALCRlG FDC B FLOOR FRAMING SET ISSUE OATEs PATE ISSUE JOIST TO SILL,TOP PLATE OR&IRDER(rOE NALEO) 4-8d 4-tOd EAON JOST BLOCKING TO J06T(TOE HALED) 2-ed 3-10d EACH END BLOCKING TO 5LL OR TOP PLATE(rOE NAILED) 5-16d 4-16d EACH BLOCK LEDGER STRIP TO BEM OR GIRDERMACE HALED) SAM 4 Ibd EACH JOIST JOPT ON LEDGER TO BEAM(TOE NALED) S-m 3-10d PER JCKST BAND JOIST TO JOIST(END NAILED) 3-bd 4 lbd PER JOST BAND JL16T TO SILL OR TOP PLATE(TOE NALED) 2-16d 3-i6d PER FOOT REhswRs ROOF SHATHING E f SATE OESCRIPTI6N WOOD STRUCTURAL PANELS RAFTED OR TRUSSES SPACED UP TO 1 W O.G. ✓64 lod b'EOGE/b'FEL.D RAFTERS OR TRUSSES SPACED OVER 1W O.G. bd 10d 4'ED&E/b'FIELD &ABLE E2DWALL RAC OR RAKE TRUSS W/O&ABLE OVERHANG ed tOd W EDGE/b'FIELD &ABLE smww RAKE OR RAxE TRUSS w/STRUCTURAL bd tOd W EDGE/&'FIELD OUTLOOKS S GABLE ENDM RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS bd i0d 4'EDSE/4'MELD CEILING SHEATHING GYPSUM WALLBOARD =id COOLERS - T EDGE/10'FIELD • WALL SHEATHING DETAILS WOOD STRUCTURAL PANELS 3T1D`SPACED UP TO 24'O.G. 8d lod b'EJGPJIY FIELD 2'.AND 2p6-FIBERBOARD PANELS bd. - 3'EDG W FELD GYPSUM Y2- roLLBOARO 3d GOOL.ERs - T EDGE/10'FIELD SHEET S12 OF 12 FLOOR SHEATHING /� WOOD STRUCTURAL PANELS /_ P OR TR 80 tOd WEDGFJt'flgp. rV\ GREATER THAN 1' IOd ibd W Er<,VW FIELD DATE iMSU19 ' i FINELINEdesign 5C6,420,1296 �Y RO�OSTEULLE. S—�C—dDmq,- 1A X NOTES: A11% 'T 2', `2 -13 Ina, 'owl 111111111M,,� Bill, -VT �R too �,MMMMW M., r 4�, M 1, 1 \'I'll, Ma MW wn IM" v 777 Wl x, -44 V 44 44� COAL "t ft EXISTING HOME NEW HOME RENOVATION & ADDITION F§--M1r2KE OETF-70-ROS RIFT ry 0 of < LU u) Barnstable Bldg. Dept. 0 0 BARk! TA-U B1011-1) N6 UEIr'l c, DEGRjMN RESIDENCE W -j 0 00 Approved by: A14/).—!r--7� o6 -e-KY20 A/ 1045 OLD POST RD. COTUIT MA qp-m Permit #: *R�r—is- 1,(e 16 CL B 1-h Tb.-PE-SAF?E REQUIRED FOR PERMITING 0 1VA It I 11� w �X J RENOVATION& ADDITION SET MUE DATES DA� I�E �u law-, slit 1111W fi 41. two REMONS g al OAM OESCRIMN al IM Ron Ism Inn ............ a I M&I COVER OF fru Ww" �Y EXISTING HOME NEW HOME RENOVATION & ADDITiON SHEET#10F 12 A-0 DATE 1-1- FINELINEdesign E A20.129b S WEST BAYROAD OSTEFAMlc-.W ..... . ..... ......... ............. ........... __.........,.. mean, cam.mm .... .... . ....::... ......... :: _.. .... - :. :.._ .:. NOTES: ..... _._. :_. ... .t .:_. Q1 . ..:� . . .. 1.. ', 7. 1. 'ii:i':::... TH - AA aLl LILI —STING NEW CONNECTOR ! NEW GARAGE I / FRONT ELEVATION Q � o � ,� Q A-� SCALE:114' = 1'-0' W C) a � W o 0 o U Q o Q. -......... _... ..... ... .... ...... :::... N RM R ...... ... .... :. .. .. QO ... 12 _. - RENOVATION _ _.. ADDITION SET ISSVE OAiES ... .... .. ... ........ ........ .. ... . .... ... .... ........., ........ .::::::: _...._ .. ::. 2 GATE ISSUE ... .......... ..: ...........__. ........... ............... .......... :.. .... GATE OESCRIP110N AV9/l NEW GARAGE INEWCONNECTOR EXSTINGHOME NEW STEPS l NEWSIINROOM FRONT AND REAR ELEVATIONS z RIGHT ELEVATION A-1 SCALE:114' = 1'-0' SHEET tl10F Il A- 1 DATE IM14 FINELINEdesign �8.4201296 8 WEST BAYRCADOSTeFNALLE,MA .......... ................................ ........... NOTES: ::.::: ........... ............ .......... .............................................................................................. i� ::::::: DORNIER .................... 7: ................. ............ 77' L:........... ........ .... .. ...... .............. ...... .......... .......... ......- ................ . . . ....... ....................I...........- ................... ................... ..... ............- ..................... .... ............ ... ....... .......... .......................................- ...... .............. ........................-.......... .. ....------- ........... ............................. ............. ------------- ..........- .. ..... ............. .........- L ...... .... ............ ...................................... ....... .............................. ............ . . ........- ............ ................. .......... /: - ".: .......... .............- .. ................. ......... ................................... ........................ i --.............. .................... .............. .......... ............ ...........................................- ............................... ................. ............. ................ ............. ........... .................... .................... ..................- ................... .......... .............. .. ....... H Fff .. ............ ................... ............... 1H R ....... ...... ..... H FH [IMH FH .......................- ............... .......... . .............. ........... .......................... ............... .. ..........- .......... .............. ...............- . ....................... . .. . ..... ........... .................... .......... ................................ ............- ................ ..... . ....... ..... ..... ................- ... ......... ................. ...........- ................. ....................................... .................... ...........- ................. ............ .. . .... ............ .............. .... ...... ..... ..... ............ .......... ............................. . .................... .....- ..................... ............. ................................ .............. . ..... ............. ........... ................................. .................................. ............... ...... ... ... ... L IL -LJL FFP ....... ..... ....... IL ... ....... ....................... ........ ... ........... ....... z .......... ......... ... IL--------------2-1- 0 NEW GARAGE 1 NEW CONNECTOR NEW KITCHEN ENTRY 1 NEW GUNROOM 1 EK.STI.G W co 0 t REAR ELEVATION Mho 0 �-2 SCALE;1/4" i�0" C-6 Lo ...................................................... .................................................................................-........... ........... .............- ...........-.............. ............................. ... ....... .............- ................. ................. .......... ............................... ................ ........... O ............ .......... ............................-.......... .............. 12 ...........— ............. ...................... ............ . ..... RENOVATION& q _ ADDITION ............. ....................... SET ISSUE DATES .... ..... .... ..... ....... .......... ............... DATE ISSUE ..................- ........... ............ .......... ...... ..... ......... —JUL R 0 DATE DESCRIPTION QMQ F=70 HE N.QN SUN—M NEW GARAGE l REAR&LEFT ELEVATIONS A SHEET 93 OF 12 LEFT ELEVATION �-2 SCALE:1/4' A-2 DATE IMW,, � nn wm 3mo s R0.3'-0]i8'.BU' R FINELINEdesign R t6'T O O 18-10' 5C8 e201296 B'hEST SAY ROAD OSTIiPM LE.MA b ILNRooM ELECTRICAL KEY B O O - HEAr sENsoR NOTES: G MM 3�]L NEW RO,)-0YN've'a' 1® RECESSED 4"LED MASONRY STEPS S S SURFACE MOUNTED CEILING FIXTURE e a OECORATNE PENDANT J( 4k;f'.k�Y_ YwmN .AE6.x4 Fll,'. € REFACE FlOSiING L30ENG ODOR 7-11UP -All EXIT—NOOW GROOHNG /I O WALL MOUNT SCONCE aN UW FL / OODLIGHTS INRLL EXISTING PORCH/V R;0 oE) uc SURFACE MOUNT CLOSET FLOURESCENT UNDERCABINET LED G MASTER BEDROOM BATHROOM FAN I LIGHT • I331rvG (] LNINFX6 ROOM < r SAND -0'.Vff O C335 2J(4 SURFACE MOUNTFLOURESCENT KITCHEN /`��c`) O RO.1-1-530 f€. V P ® OUTDOOR POST LANTERN POST WALL MOUNT DUPLEX OUTLET nIf a LT E lu SN Y SWITCHED WALL MOUNT OUPLE%OUTLET R IIl'} N TELEVI910N JACK I; �P CARBON MONOXIDE DETECTOR I ALARM co co NStwG WICL AtM" 6-t Y4 SMOKEDETECTORIALARM OP NP TY z 0 ® 1-ell� - CEILING FAN Q Q NEYY 1/2 BATH MING ASTER - ,L^1 0 O tz BATHROOM E^ E.ITING 3868 D9 Nfl C OFFICE E p 1L J O LALNDRY p5 U-3 9 NFILL EXISTING PORCH CONNECTOR O1 1 2 a. S4 Alf FIRST FLOOR PLAN op H. A-2 SCALE:1/4" = 1'-0* o- GARAGE � RENOVATION 8 ADDITION a Q 3` SET ISSUE GATES DATE ISSUE O OBE b �- �� � REN510.Y5 T e� p DATE DESCRIPTION HEAT ID E7 LU,-a a FT / / GARAGE �Q "a D dIECT®R s4 FIRST FLOOR >z ti $ PLAN SHEET U OF 11 A-2 .¢ DATE:ta201T9 FINELINEdesign ....... • • 505.420.1296 . ............ 6WESTFAYROA00STERVUE.MA ._...__... �' ELECTRICAL KEY www.RlWUmN tilequy0asigi.mm O HEATSENSOR NOTES: ® RECESSED 4'LED SURFACE MOUNTED CEILING FI%TUBE ... ........ �........... ....... :. TT DECORATIVE PENDANT .: .. ......... y.......... .... ...... ........ 0 H T WALL MOUNT SCONCE .. ....... iE=•,x n FLOODLIGHTS " NEW WpAF0. ....... ....... .. �.•;> NEw oOPMFP ... V V O O O $rL SURFACE MOUNT CLOSET FIOURESCENT ouC UNDERCABINET LED ye BATHROOM FAN/LIGHT BEDROOM x3 LIVING ROOM BELOW - F�i 2%A SURFACE MOUNT FLOURESCENT _ ® OUTDOORPOSTLANTERN POST O Q WALL MOUNT DUPLE%OUTLET BEDROOM 12 =(nr SWITCHED WALL MOUNT DUPLEX OUTLET ® $TV TELEVISION JACK Q YY CARBON MONOXIDE DETECTOR/ALARM OP. CO { SMOKE DETECTOR/ALARM SO pP ON P z o $RE SD ® SO CEILING FAN Q NE 0 N' BATH • uN mee LOFT >5 _�..a, ,�. w O O G1 : V \ N + ❑a � Ac'. .a'�..dE - fl��F.. .'b.: n: k' 2 •� p rL•k In BATH \ p?4(+ Q O 1 s� 1 p + ss p. ® ��c1'tibg � E SECOND FLOOR PLAN N. 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BASEMENT I I 1 I :.I I I I I `S P ` I I Q ® \ Q O \ p sy W Cn IL DROP ALLUNDERSLAS , `/ -',T \ W J O ;- �,.,�. � :I N // vv °d En %°U'FOUNDAp \ V €� r- ---- ----- --�' RIe5REBAR000ITTDPaRO M\ \\ // NEW O I. I B'xt8'COUTNWU5 i00T 8N -FOUNDAT 11— ADDITION I OO-I R1•s NVCOUNT rope BorroM 'P EMI--FouN-- — 1 1 I y. 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H W 00 06 Lo fli SECOND FLOOR FRAMING / S-2 scn�e:va• = r-o• i� / RENOVATION& / ADDITION poop ,>;0 a Sg SET ISSUE DALES fi DATE Issue REVISIONS N DATE DESCRIPTION •�''' 4a D�' Np ..,., `\ S SECOND FLOOR �a FRAMING SNEET 0OF U S-2 DATE:I07— r` FINELINEdesign e e 420.12W P S WEST BAY ROPD OSTERNl1E.MA vuw.FrwlirrePfcfil YurnlOasigi.mm 121s]N's9I—StNFORT TRUSS SEE SE—N s NOTES: C......211Ox 016'O.C. .....) g C.......L1M@16'OC.......) b — . Htw OORNE .. NEw OORNER''. -"'-2rtp@t6'OC.--"3C !___-- '—H..2s@i6'OC hiM@16'OC.La LL—A £!E - _ s m a.: Ew5 Nc 1z1t u � -ncE - O /... I C ........ ""E,SsT- t2s@16'OC ! - -3 C a...._. ..... ...,.. .- ............ .:..... ..... .. ........ x.; ��E r , I .. :. :. ROOF FRAMING ° �.`,F � �` �' RENOVATION 8 S-3 SCALE:1r4• = r-0• �� ADDITION w f' SET ISSUE OASES ELATE ISSUE .C% RENSIONS p GATE bESEFIIPTON qE � qc F, ..>. fc ROOF FRAMING SHEET IS OF 12 S-3 DALE td28119 FINELINEdesign 508.,12DA23G 8 WEST RAYROAD OSTEWLLE,MA wux.Fr W i nNvclilaq ura10aJgi.mm NOTES: RIDGE (2)16"LVL TYP ROOF MATCH EXISTING HOME SHINGLES 5/8"CDX PLYWOOD SHEATHING ICE&WATER SHIELD OVER ALL ROOF AREAS BLOCKING 4'-0"O.C. IN FIRST TWO JOIST AND RAFTER BAYS FROM GABLE WALL RIGID WIND WASH BARRIER REQUIRED 12 AT EXTERIOR EDGE OF EXTERIOR WALL 5 1/2� TOP PLATE ��5 @ 76^ 0qq 0 O SIMPSON H2.5RIDGE FASTENERS AT ALL g RAFTER/TOP PLATE P,'� 2x10s @ 16"O.C. 2x10 JUNCTIONS TYP. rYP ROOF O ' O`. MATCH EXISTING HOME SHINGLES 5/8"CDX PLYWOOD SHEATHING Z -ICE&WATER SHIELD OVER ALL ROOF AREAS _ g BLOCKING 4'-0"O.C. Q IN FIRST TWO JOIST AND RAFTER 12 Q T co BAYS FROM GABLE WALL c, 10 to 2f C7 F— A� W 12 RIGID WIND WASH BARRIER REQUIRED � Cr60. owl' 0 O ~ 12� ❑ AT EXTERIOR EDGE OF EXTERIOR WALL ��Q'9 w ��S@ 0 0 TOP PLATE p 76.0 OJ O T—T11 7/8"ENGINEERED JOISTS @ 16"O.C. 2x10s @ 16"O.C. Q TYP.EXTERIOR WALL TYP EXTERIOR WALL d 2x6's @ 16"0.C. - W 14x STEEL BEAM 2x6's @ 16"O.C. R21 F.G.INSUL. R21 F.G.INSUL. r 12"COX SHEATHING w 0 m 12"CDX SHEATHING ro TWEK/W.C.SHINGLES Zr- =FOF TYVEKl W.C.SHINGLES Z= wZp = O'wu Fc7 =�� tp �w �xZ Nw a Zww �w X= cO wF °f U=O 4"CONCRETE SLAB tO =� N �wz * ULL oa3 PITCH TOWARD DOOR S ED FLL w=O IIE )U QO a, NgZ 6x6WWF �� wta W o 10MIL VAPOR RETARD N 2 Z -6"C RUSH ED STON E z ,,, RENOVATION& TYP.FOUNDATION WALL EXISTING FIRST FLOOR HEIGHT&NEW TYP.FOUNDATION WALL 11 7/8"ENGINEERED JOISTS @ 16"O.C. ADDITION (2)P.T.2x6 SILL ANCHORED 32"O.C. ...._... CONNECTOR FLOOR HEIGHT __ _ P.T.2x6 SILL ANCHORED 32*O.C. (2)#5 BAR TOP&BOTTOM �S�i' �/l, (2)#5 BAR TOP&BOTTOM DAMP PROOF BELOW GRADE -�*: -<.,.- k �?�. `�- t'.;. ,5•, r - ,;�.(, ;?„,,� .K s DAMP PROOF BELOW GRADE 10"x20"CONTINUOUS FOOTING 10"x20"CONTINUOUS FOOTING CRAWL SPACE 0 0 - y SETISSUE DATES NOTE: _ NOTE: - DATE ISSUE 5/S"ANCHOR BOLTS -' 5/8"ANCHOR BOLTS EMBEDDED 7" EMBEDDED 7" SPACED 28"O.C. o En SPACED 28"O.C. b _ 12"FROM CORNERS 12"FROM CORNERS WASHERS 3"x3"x1/4" y V-8" WASHERS 3"x3"x1/4" V-8^ REVISIONS # DATE DESCRIPPON SECTION 1 z SECTION 2 S-4 SCALE:3/8' = 1'-0" S-4 SCALE:318" = 1'-0" SECTION 1 &2 SHEET 010 OF 12 S-4 DAiE 10'Z#I19 FINELINEdesign SCBA2 081FFAOSTE 8 WEST BAV ROAD LLE,MA wTrv..FrelirW dit lura'Dasign.wm NOTES: .................................:...........,..... . _._ ....... ....:_ ..... .___..... ....... Z TYP ROOF - Q MATCH EXISTING HOME SHINGLES `f Q 5/8"CDX PLYWOOD SHEATHING SUPPORT ' -ICE&WATER SHIELD OVER ALL ROOF AREAS TRUSS - w Q 2 RIGID WIND WASH BARRIER REQUIRED O ~ 12 12 AT EXTERIOR EDGE OF EXTERIOR WALL 12 1 3/4"xt 1 7/8'LVL RIDGE Q 0_ 4� Q4 TOP PLATE 4 1-- 1fi O G _:_ _ _. ._._.,. _.. _... Q W p U ° ._.......... ......._..... _.. 9 1/4"LVL EACH SIDE THRU BOLTED 1pt ..... .. _.... ... .._.. _._ _.. ........ a2S L0 SUP�jORT f --- ---(2)9 1/4"LVL END RAFTER .. TRUSS (3)2x10 CONTINUOUS HDR ----- - - - ................. .............. - ..._ ...... _..: __. .. ... TYP EXTERIOR WAIL 2x6's@ 16"O.C. Z1— _.�.... :._..... FM<? R21 F.G.INSUL. r, - o 1/2"CDX SHEATHING TYVEK/W.C.SHINGLES Eo w� ... ... .. ..._. ...._..... ...... �LL D ....... D • QO �1 RENOVATION& ADDITION 11 7/8"ENGINEERED JOISTS @ 16"O.C. .._......__.. .................... ..._.__ :.............. ............... _.......:... 21'-0" .n�J x TYP FOUNDATION WALL EXISTING FOUNDATION WALL SET lssuE ones P.T.2x6 SILL ANCHORED 32"O.C. c7 �m �E (2)#5 BAR TOP&BOTTOM - z z - DAMP PROOF BELOW GRADE -`�"10 10"x20"CONTINUOUS FOOTING m x¢ wo : 2z NOTE: « ¢O 5/8"ANCHOR BOLTS REVISIONS EMBEDDED 7" p ORE oescRlRnoR SPACED 28"O.C. 12"FROM CORNERS ,_o WASHERS 3"x3"x1/4" 1 1-8" SECTION 3 • .S-5 SCALE:3/8- = V-O" SECTION 3 SHEET#11 OF 12 S-5 DATE 1a2N19 FINELINEdesign EXTEND HDR TO CORNER 2xb DBL TOP PLATE 5 .420.129 e'.NEST BAY ROAD OSTERNLLE,MA FULL H6T.STUD5 www.FneUnzArcHle Y�raiDesign.cam JACK 5TUD DOUBLE ROW NAIL TOP PLATE — X =� APPLY SIMPSON MSTAia CONNECTOR INTO BOTH LATES NOTES: TO BTM OF HDR f '* 2x6 DBL TOP PLATE W/2 ROWS OF 16d NAILS ON THE INSIDE FACE OF HEADER 0 3'O.G. TO EACH JACK STUD WIND ZONE WALL COMPLIANCE STRUCTURAL PANEL' HEADER 65%OF EACH WALL RUN IN WIDTH �`' '`• NAILED ad COMMON CONTMVOUS HEADER VERTICAL SHEATHING WITH ' O 5'O.G.EDGE AND FIELD CORNER TO CORNER 5d NAILS 5".ED6E/12"FIELD OV GS ER MULTPLE OPENIN ' - (4)lbd NAILS PER FT BOTTOM PLATE � L= 27%OF EACH MALL RUN IN LENGTH DOOR TRIMMER STUDS VERTICAL SHEATHNG WITH VERTICAL, TR 8d NAILS 3"EDGE/12"FIELD S UCTURAL PANEL NAILED ad COMMON '. (4)16d NAILS PER FT BOTTOM PLATE 0 3"o.c.EDGE `y ` AND 12"IN FIELD 2-1.ANCHOR BOLTS PLATE WASHERS EACH NARROW WALL SECTON _ VERTCAL DOUBLE ROW 5TRUCTURAL PANELS STAGGER NAt-6 BREAK ON 5ELOND FLOOR INTO BOTH PLATES RIM.LOST DIb DBL TOP PLATE md' GARAGE NARROW WALL BRACING _ RIM.nST SECOND FLOOR 1 VERTICAL VERTICAL a, SCALE STRUCTURAL PANEL ). STRUCTURAL PANE_ HALED ad COMMON NAILED ed COMMON 0 3'O.G.EDGE 6 D O.G.EDGE AND 12'N FIELD AND 12 N FIELD RAFTER O ib"O.G. LL O LIL CQ DOUBLE DOUBLE ROW M W C 5TAGGER NAILNG .N�k` STAGGER NLLNG \ Q O INTO BOX AND SILL INTO BOX AND SILL «> Y rL M H2.5 0 EA.RAFTER I O _W Q U W TOP PLATE Q RAFTER CONNECTION SINGLE FLOOR NAILING (A� MULTI FLOOR NAILING 2 SCALE=N.T.S. SCALE=N T.S. SCALE=N.T5. (D JOINT DESCRIPTION NUMBER of NUMBER OF COMMON NAILS BOX NAILS NAIL SPACNG ROOF FRAMING BLOCKING TO RAFTER(TOE NAILED) red rtOd EACH END RM B RENOVATION& BOARD TO RAFTER(END NAILED rlbd 5- EACH END MALL FRAMING ADDITION TOP PLATE5 AT INTERSECTIONS(FACE NAILED) 416d 5-1bd AT JOINTS ST1D TO STUD(FACE NAILED) rtad 2-tad 24"0 .6 . HEADER TO HEADER(FACE NAILED) iad lad 24'O.G.ALONG EDGE FLOOR FRAMING SET ISSVE DALES DATE ISSUE J 5T TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 48d 4-100 EACH J06T BLOCKING TO J015T(TOE"A ) - red rlOd EACH END BLOCKN6 TO SILL OR TOP PLATE(TOE NAILED) 316d 416d EACH BLOCK LEDGER STRIP TO BEAM OR GIR E R(FACE NALED) 5-16d 41bd EACH J05T J05T ON LEDGER TO BEAM(TOE NAILED) 3lad 310d PER J05T &AND J05T TO JOIST(END NAILED) 5-16d 41bd PER JOIST BAND JOST TO 51LL OR TOP PLATE(TOE NAILED) 2-Ibd 31bd PER FOOT REVISIONS ROOF SHEATHING tl- DATE OESORIPTON WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO lb'O.G. ad tOd b"EDGE/b'FTELD RAFTERS OR TRUSSES SPACED OVER ib"O.G. ad IOd 4"EDGE/6'FIELD GABLE ENDYIALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG 8d lOd a'EDGE/a'FIELD GABLE ENDWALL RAKE OR RAKE TRU55 w/STRUCTURAL ad lOd 6'EDGE/b'MELD OUTLOOKERS GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT 5LOCK5 Ed lod 4'EDGE/4'FIELD GEIUNO SHEATHING GY -WALLBOARD Sd COOLERS - T___IO_FIELD MALL SHEATHING DETAILS ' rl000 5TRUGTURAL PANED STUDS SPACED UP TO 24'O.G. ad lod b"EDGE/12"FIELD AND 'y4"FIBERBOARD PANEL5 ad - 5"E26E/6'FIELD %"GYPSUM WALLBOARD Sd COOLERS T EDGE/l0"FIELD SNEET1120F 12 FLOOR SHEATHING ^ ///''\�� WOOD STRUCTURAL PANES ` __(_ I.OR LE55 80 tOd 6'EDGE/I'FIE.D J v GREATER THAN i' tOd tbp b'EDGE'/b'FIELD DAZE iN2Ul9 I i I DIRECTIONS: ' From Hyanms Fdlow Mpin Street to the West End ec i Rotpr, Take the s and a it onto w St M n Street. Tum lea o to Rt.26 rpm felt polo Old Pepst R—d. ASSESSORS REF.: `1045 m on the 1e11. } Mop 74,Parcel J-2 't OVERLAY DISTRICT: ^ \ �.yr ;'- 1p, e • AP-Aaai/er Protection District y, FI 4 { FLOOD ZONE: Zone X(Min Flood Hazard) 1 Community Panel No. #250001 201018D • k�LOCATIONMAP 111-=2 0 00 3') All < F REFERENCES: ZONE: peed Book 215671133 RF •} Plpn Book 459/54 Are°(min.)82.120 SF(RPOO) IP - Lat IA Fronta9e(min)150' - 'Y wrath(min)-- Setbacks: Front 5' James Y.Whittier Trustee ' Whitten Realty Trust t •';I 1 lP. Shed p fd \ \ \ \ \\ \ / / \ \ \ \ \\•_ \ ��``` \ lawn 0 l \ \ \ \ \ \ \ \ \ / Eristtng Septic �_ \ Per T'IP fn� O \\ \ I I 1 —� \ \ \ \ \ \ awn J/I045 2 Sly jb.��° 4'7 m! wIf Dowelling o f ))\ 7 SF \ \ \ I t I ` &pk'a�0= 1 I l 2'.2• ; 4}t` I I 2.18 Acres \ \ \ `\ \ \ \ \ \ \ \ \ \ `Y D T - `- I I .I i � J I •t- �\ ITree L;° \ I f\ \ I \ \ \ \ — \ \\ \\\ \ \ \ \ \\ \\ \ \ I I I I II I I I \45.3•!}\- _ , —rB— -51.J of n�q s JOHI C. 6- 0 !14 •-4 CIVIL48168 u) •F'C'�d \ Nk4•zP.ls•w r., IP , -. ce/oH •' Lawrence Best 1 O Q 9 ISTER� /ONAI i LEGEND: !j QCOT Cedor Tree M HT Ho11y Tree NOTES: PREPARED FOR. ji`( PREPARED BY. ➢RE: Site Plan ° Or Dectduous Tree 9' . "`one°'°us Tr°° I)IDa structures sbc.n were 1OCottl p°thO.2019 Edward A' & Patricia A. Decroon Engineering& ;� Proposed Improvements y by cwwntlonol survey methods on August 23.2019. Sullivan Consulting Inc. At o rQ'Ublh Pole Fi 2)fie property line in/wmation shorn harean r —E— Elecrip c os r pmpiled Irom pwiloble rttartl inlormpfipn. we0ond Frog 3)me datum used is HavO 1986,sat using R,K CP5 (508)428-3344•P.O.Box 659.711 Main Street Osterville•MA 02655 ` 1045 Old Post Road '— _ O Light Post bench mark supplied by suniwn Engin°°ring a seel�aullivanengin.eom•www.aulllvanen9in.eom O C6/0H Consulting,Inc. —OHw— Owmead tyres 20 0 •; 20 40 80 OrDtt: CTR Field: WHK/JOD/OTR " Barnstable (cDiL,;t) Mass. W —25— Ele ffo contour Review: JOD/CTR Com CTR rOA iE: SCALE: t=i1 ° October 23,2019 1"-20' Project:Deg,con (Old Post) Projectf. 2007026 Y c� �] SMOKE DETECTOR REVIEWED0 ¢N O N PATIO. ,VERIFY PATIO SIZE 6MATERIALS BARNSTABLE BUILDING DEPT. DATE IN THJE FIELD W/OWNERS) fYl t/]W N 7'-4" 9'-11' 9'-T 44-10- 4'-1V 6'.P 3'-9" 3'-4' 710' L W OO A B c FIRE DEPARTMENT IDATE . A5 As A5 P.T.I B POST W/tx11 11 O c) Z C SINGBASE.CAULWSTAIK L1x10 CAP BOTH SIGNATURES ARE REQUIRED FOR PERMITTING v N BASE,CAULK A6 REO'0 TYR AZEK RISER&COMPOSITE M,1 t] ANDERSEN FWH 604APLR DECKING FOR DURAMLTY,(VERIFY IJ ANDERSEN FWH W/TWT 21015:2 TRmsoM MATERIALS W/OWNERS) EF w/rVR 21015-21R,NSOM E. MULLED 7O MDR E E is E MULLED TO DOOR - _ _ CARBON MONOXIDE ALARMS TEMPERED TEMPERED TEMPERED I N MUST BE INSTALLED PER I I e COVERED FUTURE I PORCH MASSACHUSETTS BUILDING CODE � � � 1�I DINING TEMPERED I F 13KYLIGF11 I CABINET pKYL1GF111 F-UGHII ' I `�I ANDERSEN FIND Ay M § - BOVE CENTER 6KYUGHT ROVE .In-nOVE ROOM W/N]T 2f015 TRANSOM b la I ONROOMWIDTH la i 'i� 'i I MULLED TO DOOR I I T - t79' I H N LL_J L -1 II-LINE OF ST. ABOVE (------ R"Y MASTER °P BEDROOM O6WE.S� LIVING ROOM I �/ COOK- OTOP 4 (VAULTED CEILING) I KITCHEN L FUTURE I (VERIFY KITCHEN 3'0'x Bd_C.O. I BUILT4N ) LAYOUTW/OWNER) I CABINET I k C . r----- ---'I I I 'INK e I I I DW I 4 - I W.I.C. F L OWAL VENS L _ 11'-e' LINE OF S.F. UP ON. REFI FUTURE Z'8'iC0' ABOVE WALKWAY _ - - _ I OUTDOOR . I 2Sx68' - SHOWER , I FOYER R zERO ^ LINEN I xIM FRENCH ' PDR: 8 - A FJ cAe: I - ooR.D ROOM . d'-B' I; T-4' 4'3 S.r- ---------I - SINK AT PO INTERIO CKET MASTER I IF-S o OFFICE n L M w a BATH DU6TG E— L Y' PKT.DOOR G A6 - SH fl IMPSON W F 3'x6'WHIRLPOOL ]2223'0'x48- 173' O 6'9' 9'-Z' COVERED )' 1 TUB � a 000Rsww COVERED ENTR � a � [- �J m <ARD.Tw z,O, 2 PORCH NO N TRANSOM (MOD) D TEMPER D FWH 2W MULLED TO F+ O OORS P,T.8x BPOSTW/1xW1x10 PSI O CASING.INSTALL,x,D CAP /U &BASE,CAULK AS RED w P.T.6 x 6 POSTS W/t.x] A B- 1x8CA61NGW/1x8 . A5 A5 BASE.CAUL(AS REOTI C 6'-S' 1'�\ .. F IS- lzJ -23'-Z 4'-0 o FIRST FLOOR PLAN Q WINDOW SCHEDULE w FIRST FLOOR = 1768 S.F. ©SMOKi DETECTOR �( TYPE MANUFACTURER'S UNIT ROUGH OPENING - REMARKS SECOND FLOOR =.864 S.F. A ANDERSEN TW 2446 2'-6 1/8"x 4'-9 1/4" DOUBLEHUNG Q CARBON MONOXIDE DETECTOR r �j TOTAL AREA = 2632 S.F. 'B " TW 24310rT WE24015 COMBO 2'-6 1/8"x 6-9 1/4"1 DOUBLEHUNG TRANSOM COMBO C •' " C 335ICUSTOM TRANSOM COMBO 6'-0 3181x5'-0 1/2"t CASEMENT TRANSOM COMBO NOTES: INTERIOR FINSH NOTES: �, `�/ O D VELUX VSE 308 2'-6 1/2"x 4'-7 1/2" SKYLIGHT VENTING,ELECTRIC E ANDERSEN TW 2104101TWT21015 COMBO T-0 1I8"x V-9 1/4"t DOUBLEHUNG TRANSOM COMBO 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS (VERIFY THESE DETAILS WITH OWNERS) 1.-F - AR 251 2'-4 718"x 2'-0 5/8" AWNING &DIMENSIONS IN THE FIELD 2.TILE HARDWOOD OOR IN ALL BATHS RS ON FIRST FLOOR SCALE : G TW 2442 2'-6 1/8"x 4'-5 114" DOUBLEHUNG 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, 3.CARPETING ON SECOND FLOOR —1\ H - AR 31-2 6'-0 518"x l'-5 1/2" AWNING NARROW MULLION FIXED DETAILS,&'FINISHES IN THE FIELD WITH OWNER 4.STAIRS TO HAVE OAK TREADSfWHITE PINE RISERS � V 'I/4" = l'—O' J TW 24310- 2'-6 118"x 4'-1 114" DOUBLEHUNG 3,) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT 5.VERIFY KITCHEN/BATH COUNTERS AND CABINETS W/OWNERS FIRST FLOOR TO BE 6'-11"ABOVE�SUBFLOOR 6.SCHLAGE LOCKSTES DATE K AR 12 T-0 5/8"x V-5 1/2" CASEMENT 7. WEN PRO-CORE(SOLID CORE)INTERIOR DOORS i { " CIR20 2'-0 5I8"'x T-0 5/8" CIRCLE 4:) ALL CONSTRUCTION CONFORM TO 780 CMR MASSACHUSETTS 8.MO EN OR EQUIVALENT FAUCETS ' STATE BUILDING CODE,E,SIXTH EDITION 9.KOHLER OR EQUIVALENT BATH FIXTURES 1.CONTRACTOR-TO.VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS 5.) PROVIDE UTILITY INSTALLATIONS FROM UTREET TO NEW HOUSE 10.BENJAMIN MOORE OR EQUIVALENT PAINT(ECO-SPEC)LOW V,O.C. 6/28/2007 WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL COI.ES (VERIFY COLORS W/OWNERS) 2.ANDERSEN 400 SERIES WINDOWS HP 4 LOW-E GLAZING,WHITE PERMANENT EXTERIOR THE DESIGNER SHALL BE NOTIFIED IFANY ERRORS OR OMISSIONS ARE FOUND ON DWG. NO. &INTERIOR GRILLES CLEAR VIEW SCREENS.SEE ELEVATIONS 6.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLAE;S THESE ORAVRNGS PRIOR TO START OF FOR GRILLE PATTERNS TO BE 3000 PSI,W/FIBERMESH IN SLABS CONSTRUCTION.THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT UCTION DESIGNER OF M y ERRORSS IF O RUCTION REVISED: 10/12/200 COMMENCES WITHOUT NOTIFYINGTHE THESE ROFANY ERRORS OR°MISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE SE OF REVISED: 10 5 2007 OFTHE DRAWIWNERNGS SREQUIRESD.ANY OTHER MITTEN THESE DRAWINGS REQUIRES THE WRITTEN ' CONSENT OF THE DESIGNER UNDER THE REVISED: 9 6 2007 ARCHITECCTTURAL COPYRIGHT PROTECTION • rP x 3'P FLUE CHASE TO 3C1'ABOVE RIDGE WI COPPER OR S.S.CAP CONT,RIDGE VENT (, TYPICAL30YEAR \CV 12 ARCH.GRADE ASPHALT (n O O N ROOF SHINGLES ^ 0A1xRDS W/1,NORAKE" (Y] N O 6U&RAKES DRIP6 5 a,Go 00 a O� Cn TOP OF PLATE O Q•�,'a.LL. mm mm mm m rZJ -- � WC.W.C.SHINGLE SIDING FIXED AWNINGS LJ TO WEATHER W/WOVEN CORNERS ttP.1 x 8 FASCIA 6 L FRIEZE BOARDS SECOND FLOOR - SECONDFLOOR SUBFLOOR SUBFLOOR TOP OF PLATE TY.31/4'CROWN PEDIMENT I I I I I Im W/LEAD OR COPPER FIAEHING TYP.&4 x 6 HEAD TRIM ttP.1x5 TRIM ON BIDES ..m m - m m m CASING INSTALL I.x 0 x10CAP N B BASE,CAULK AS REDD m El Li ttP.25x 25 SILL - FIRST FLOOR SUBFLOOR P.T.6x 5 POSTS W/tx 711 x8 CASING.INSTALL 1 x B CAP 8 BA6E,CAVLK AS REO'D FRONT ELEVATION 4T-T 9 P Td 7-0 -' (SHED DORMER) A B <11 �I A4 A5 c x4- - A6 >.za_ F1-i —PORCH ROOF 4 w E BELOW UNFINISHED F--, 0 ATTIC rT 2.a z�r STORAGE �/yr�, MASTER 0 b r O BEDROOM LIVING 4—�i BELOW 0 ROOM BELOW 47 A I ACCESS I, 1 ACCESS On r6'x SB' IPANEL II I.PANEL I BED 2 b Q w L_J� L —J O BEDROOM#1 cLOS. A G >o J psR -- zcxsa m O .LING W '.SS' 2K'x6P ALKWAY ti cLos. Lo $). IUNO BATH. FOYER EO M ra 4'r1 BELOW LOFT " > O 1c. LIN cLos.� O 66 6'� SCALE K zs'x s --J FIXED 1/4" = V-0" b 13'11• � 9'.i b N G G G G G DATE CENTERED A B (, 6/28/2007 • ABOVE ON © A4 A5 A6 GABLE DWG. NO. 16.1P Ir4 y.T _ 4 P S REVISED: 10/5/2007 A2 SECOND FLOOR FLAN REVISED: 9 6 2007 .4.d- U 7- CONT.RIDGE VENT zQ� C V O . TYPICAL 3AYEARARCH �.U0 ROOFS ACESHINGLES ASPHALT ROOF 6HINGlES Lp (�w LL]a'°Op CD F X <C 'Q' U LJ_ TOP OF PLATE r A \ u F \_ .1.B FASCIAS FRIEZE BOARDS SECOND FLOOR SUBFLOO' TOP OF PLATE P.T.ex BPOST WIix9't t;10 FTI h CAS ING.INSTALL1x10CAP Y S BASE,CAULK AS REO' «TO WEATHER D W.C.SHINGLE G WHEfl WI WOVEN CORNERS E] [11 [11 FIRST FLOOR 'SUBFLOOR TYP.AZEK RISER S COMPOSITE DECKING FOR DURABILTY,(VERIFY REAR ELEVATION MATERIALS WI OWNERS) it COPPER OR S.S CAP r f-i CRICKET r E- 12 20'z]'P FLUE CHASE • ~� O TO 37 ABOVE RIDGE a• 12 II 1�� LYE) TYP-O-FLYING,k( o Q BOARDSW/1x3DflIP8 1 x 4 SUS-RAKE 12 r 12 /7 OM OF TOP OF PLATE CEILING JOISTS C12� /�\J m m � �D /o, . ril i2 I h O �) SECONDFLOOR L-n�-FLCDR OND FLOOR 6UBFLDDR TOP OFF TOP OF PLATE- O m - m m m m m W11 1!OR COPPER CROPPER F MENT r WI LEAD O Fi.ASHING P.SI<x 6 HEAD TRIMC� �� Lo m ELI m TYP.1zBTRIMOH SIDES r m Y � TYP.2.6v 2.5 SILL m o FIRST FLOOR FIRST FLOOR 6V0FLOOR EUREIJLOORSCALE 1�41, = 1'-0„ RIGHT SIDE ELEVATION DATE : LEFT SIDE ELEVATION 6/28/2007 DWG. NO. REVISED: 10/12/2007 A3�'_ REVISED: 9 6 2007 —17 DIA.CONC.SONOTUSES A B C T04'p BELOW GRADE' O CV A4 A5 AB RO F S 2-PT.2x tYe � 2-P.T.2x tpc /� ROOF SHINGLES 2,12 RAFTERS 1/2'COX PLYWOOD SHEATHING . WN FELT PAPER r7-' W �•IR P.T2x BJ01STS 1B•— �-17,DIA.CONC.SONOTUBE 2x BBLOCKING TO SIMPSON H 2.5 HURRICANE CUPS ~� . - ® W/28'DIA.BIGFOROT FOOTINGS Cn[1]N WIDE ATER ————— -- _--___---- 3PT.2x12e TO40 BELOWG DE WASHING ALUMINUM DRIPEEDGE SHIELD j' '. PREVENT WIND m W^O _ a I' BFASCIA BOARD J (� O FOUND.WALLS 1I73GYPSUMIBOARO v y 4 ttP.B'x 17 I• I _ I. I P.T.2x10,01V . b CONC:FOOTINGS--I I i - x TYPO 2. G WALLS 1 6 SOFFIT BOARD 1x CONT.VINYL SOFFIT VENT 3 k" 1 x 6 SOFFIT BOARD BASEMENT I I 3 I I .-P,T 21 10 LEDGER BOARDLAGSOLTEDT'O 1 3M CROWN WINDOW I I I SnLoD,W/JJOISCRINGS 1Q LESATBOTH ENDS K BOLTS 1x 6 OR 1x B FRIEZE BOARD M I I � ,2•-,n I I�J EAVE DETAIL I I FULL � — I I BASEMENT I: I' e•CON aSLAB) f I e SCALE: 1/2= 1'-pll ts BASEMENT W' ----'_J I TAPPLY E ATALL3 EATHING 11 7/B'ENGINEERED FLOOR JOISTS@1G o,c.(J01) I I SEAMS AND THE TYVEK 24 NL,E. 'q I t I; I CF-rJJGEJOIST SPACING "BILCO'C' I B 1 3/4'x 112B•LVL' O('DOUBLE JOISTS IF § APPLY CAVLKOR YPx68' I: I G +WITECOUNTERTOP. �'J APPLY CAULK OR ADHESIVE WHERE "BULKHEAD J I: I AR::SPECIFIEDTYR ADHESIVE WHERE INDICATED TYPO r1t U I-TT _ BEAM .INDICATED . . ------,.. I I r © I I I I r- PODKET I POCKET_ 1 _ LL_IJ 1.TSx 11.BTS LVL GIR_T(F.Tql� , SILL SEALER UNDER _ -1 I - - - CAULKING ILL WITH L L JTI T) L I I j7l - I. BASEMENT I- I TYPICAL3 12'DA WINDOW I STEELLA .39'UMN I I DETAIL AT FIRST FLOOR - I �� TYPICAL 30'x3O'z 12' I � ' CONCRETE FOOTING —— ' - 1 .I SCALE:V2"=1'-O" 1 — -- — — q I I I P.T.2xBs OB 6 I I I --P.T.2x 10's(d d6'o.c. b l J I I L — -- -- -- — — — — I ` — — -- — _____ --________________ ____—__—_ - - CONT.RIDGE VENT }P.T.2x lOa WINDOW T BASEMENT .12 �4 WINDOW WINDOW 3 PT.2x 12's —,701ACONC.SDNOFOOT A B. 17 DIA.CONC.SONOTUBES TVO 4'V BIELOW GRADE FOOTINGS . AS T04'n BELOW GRADE' C MULTI LVL RIDGEBEAM � E—H A4 A6 TYP. ROOF CONST. e•-s es. e•-n s-n 1r-r 1r-r. -zx lz aoDF RAFTERS®is•o.o. E— r l 12 -112"COX PLYWOOD ROOF SHEATHING ( Tr. �I `/ -A6PHALT ROOF SHINGLES PER 16'-1p - 12-0^ �•_7 O,R, -SO L6.FELT T INSULATION SLOP BAR INSULATION I 12-BATT CEILININS GS !I'1 . ION ®FIAT CEILING.(R=2B) �1 - -2.12 RIDGE BOARD(UNLESS OTHERWISE NOTED) Y Q SIMPSON H 2.5 HURRICANE CLIPS IC ALL RAFTER ENDS , ,� z N FOUNDATION PLANffi� -3T WATER SHIELD AT BOTTOM FJ.1 Gn OF ROOF / l TOP OF PLATE 2x t0 GELLING JOISTS@16'o.c. -PROP-A VENT BETWEEN RAFTERS . NOTE: �TYP.12^GYP.BD.O\\—MULTI LVL BEAM 2xiDe@16'oc, n , `` 1 I if r TYP.WALL CONST.— 36TRAPPING@,Gc.P - 4.VERIFY ALL FRAMING DETAILS W/ENGINEERED - ��, JOIST SUPPLIER PRIOR TO START nF CONSTRUCTION N" 1 2 6 STUDS @ to.c. \ 1 'L�` Q - - 2.USE SIMPSON JOIST HANGERS ON ALL JOISTS 2 12 PLYWOOD SHEATHING /- 1 W 3 6•(R 19)BATT INSULATION 3.FOLLOW ENGINEERED JOIST MANUFACTURERS BEDROOM FASTENING REQUIREMENTS 4 1 .SHINGLE SIDING 5 N.C.SHINGLE BARRIER TyP.3(4"T&G PLYWOOD SECOND FLOOR SUBFLOOR-.BLUED&NAILED SUBFLOOR -_ 2x 8 E BETWEEN ND WASHINGTO TUP OF PI EJF 11 7/8•ENGINEERED JOISTS @ IT o.c. MULTI LVL BEAM .-- b Q 67 ONTO ALUMINUM - TVP.,12 GVP.BD OI rT, J SOFFIT VENTS F""I 1[3 STRAPPING @ IT—. 2 x 4 STUDS @ in W/ia!GYP.BD. _ U J N T '7 P.T.2 B 10 LOCKIGERBOARDUIGBOK BOLTS v qb MASTER MASTER - SOLID BLOCKING W/(21 UREA LOKBOLTS Q m� BATH W.I.C. BEDROOM po.c.W/JOISTS HANGERS AT BOTH ENDS H� �i (-TYPO G PLYW000 P.T.2.S'c @ 1S FIRST FLOOR I SUIFLOOR-GLUED&NPJLED SUBFLOOR _ ._ SCALE 11 71T ENGINEERED JOIST.@ IT., OWN q P.T.2,6 SILL W/SEALER--- 2-P T.2,10's MULTILYLGIRr 1/4N = 11—o1I TVP.9-BATT. - ' IIJ6ULATIONIH=30I - 1l2':DIA.AIJCHOR 3-12'DIA STEEL BOLT.@IJdLY COLUMN §= DATE 3 FULL b BASEMENT YP.B•CONC. 6/2 8/2 0 0 7 FOUND.WALL. TYPO 10•DIA..ONOTUBES 4'CONC.SLAB TO d'n BELOW BRAOE —TYP.DAMPPROOFING DWG- N0. TOPOFSLAB ON FOUND.WALL. I I---3n x 3px 12' -TYPO TIN 10'CONC. CONC.FOOTINGS FOOTING. , A BUILDING SECTION & MASTER BATH/BEDROOM REVISED; 9/13/07 A 4 Aa REVISED; 9/6/07 • ' 4T- P.P A B C 'A 'A A6 0 ..4 S 112.3 11T 5 Ur x 3 12" LVL POSTE .LVL POSTS G.ia T. .. � DQp to Ci]N u'J LAI J \I I M 0 < 4 I i I I I I I i. / O i i o b 13Gx11.8]S'LVL(F&�iI o I- 4 x 6 SOLID WOOD POST IN WALL 17 F R MULTI LVL,. .HEADER - MULTILVL .HEADER- - 6ARING 11.515'LVL(F8047 0EARING WALL 11]!B'E GINEERED FLOOR JOISTS 016"o.c.(JOI r 1..1.]6"x,11.87S LVL(FBOq) ' §� CONT.RI DGEVENT MULTI LVL RIDGEBEAM ` 3.1,T5'i].25'LVL(RB03) N� "FADER: TYP. ROOF CONST. -2 x 12 ROOF RAFTERS Q 18'o.c. 12 .U7 COX PLYWOOD ROOF SHEATHING w E 1 AA .B - An - - - AS HALT ROOF SHINGLES 3GL8 FELTPAPER r - 11'HIRBAITINSUTATION ' E- ®SLOPED CEILINGS(R 38) _ 17 BAIT INSULATION tfi'-1P -121T 23'-Z' qLP 12 / ®FIAT CEILINGS(R-36) .2.12 ft1DGE BOARD(UNLESS OTHERWISE NOTED) 31MPSONH2.5 HLJRRICANECUPS - AT ALL RAFTER ENDS O l ICE/WATER SHIELD AT BOTTOM TOP OF PLATE 2 x 12 CEILING JOISTS®16"o.n PROP-A VENT BETWEEN RAFTERS 3V OF R OF NON / w SECOND FLOOR FRAMING PLAN TV TYP 112 GYP BD ON . - '1].P WALL-CONST. 11 3 STRAPPING Q IS'o.c. . NOTE: - C 1.2x6BTUDS@IT . / W 2,1le'PLYW000 SHEATHING EI 1:VERIFY ALL FRAMING DETAILSW]ENGINEERED F✓' 3..S'JR-10)BATT,INSULATION - JUISF.SUPPLIERPRIOR TO START OF CONSTRUCTION 4.I2'GYPSUM BOARD 5..TYV SHINGLE SIDING TF F� O 2.USESIMPSON JOIST HANGERS ON ALL JOISTS 5.WYVEN VAPOR BARRIER {h��l 3.FOLLOW ENGINEERED JOIST MANUFACTURERS ..FASTENING REQUIREMENTS 8 CONDFLGOR ., 8UBFLOOR 2,8 BETWEEN RAFTERSTO o .I: PREVENT WIND WASHING TOP OF PLATE 11 7/B'ENGINEERED JOISTS®16"oc. L�J MULTI LVL BEAM- 6o ONT.ALUMINUM MULTI LVL BEAMS $DFFITVENTS BEAD.BOARD 2x4STUDS@1Se.c. - WI 1IZ'GYP.BD. O CZ I'r P1.2.1G LEDGER BOARD LAG BOLTED TO m y LIVING A SOLID.BLOCKING MANGER6ATRBLoK OTHENTS ~( MASONRY.STEP ON FOYER ROOM e L(J 4:CONC.SLAB ., FIRBT FLOOR TYP.3Iq'T80 PLYWOOD P.T.2 x 8.C 16'... 1�, `I SUBFLODR_ SUBFLOOR-GLUED S NAJLED > O 11 7WENGINEEREDJOISTSg16'o.c. 1/—�i• �� 2.P.T.2x IV. MULTI LVL GIRT TYP:0'GONG. INSULATION(R-30) SCALE FOUND.WALL 1?OIA ANCHOR b BOLTS®48'o.c. —3-112'DIA.STEEL 4 z • m - IALL'/COLUMN FULL / r 1 4' BASEMENT SATE TYP.Px 18"GONG. FOUND.WP1LG FOOTINGS a'CONC.5L48 TYP.DAMPPROOFING TO 4'P BELOW GRADE EG TOP OF SLAB ON FOUND.WALL6 '7 3Px 12 TYP.B"x18'CONC. /��/2OO/ FOOTINGS - _ CONC.FOOTINGS DWG. NO. BUILDING SECTION @ FOYER/LIVING ROOM A5 REVISED: 9/13/2007 REVISED: 9/6/2007 U 2'.0' ..� ' ISMED DORMER) z o� A N B �N A4 A5 C N p 2.1.76• 7.s LVL BEAM(RBO4)A6 � •��„ W�i (�w I t w°^00oL�> O c> xQ C� v n ri. oI ( o d x0 POST U ee'^I ' TO RIDGE FI d j 2d•LVLRIDOEBEAM R001 4 x B POSTS UP TO RIDGE- FROM BEAM IN CEILING TO SUPPORT EN05 OF � \ RIOGEBEAM 2x 12 RIDGE D J b 1.75•x 9 IlT LA - Ts x]Le s LV aEPM(FB03) TYP. ROOF CONST. 2 x B RAFTERS @,6'o,c.TO BE - O :2 x 12 ROOF RAFTERS @ 16'o.c. BUILTOVER MAIN ROOF STRUCTURE A6 1/T COX PLYWOOD ROOF SHEATHING ASPHALTROOFSHINGLES LB.FELT PAPER B CONT.RIDGE VENT -30 - A _ -,1•HI-R BATT INSULATION . .. A4 A$ .,®BATT NSULATIDN SLOPED CEILINGS 1R.3B) F—' ,6-,0' V. - 2J'T d'0' @ FLAT CEILINGS(R=38) �-1--I -(GAB LE DORMER) '(SHED.DORMER) (SHED DORMER) 12 SIMPSONH BOARD(UNLESSCLIPS OTHERWISE NOTED) AT ALL RAFTER HURRICANE CLIPS w 5s IC ALL RAFTER ENDS - o[ x _-- -�PARVE SHIELD AT BOTTOM �( �'¢ - --- T BETWEEN RAFTERS -e r ROOF FRAMING PLAN rn"lu%9 \J TOP OF PLATE 2,10 CEILING JOISTS@16'o.c. . NOTES: TYP.",GYP.BD.ON ' 1:) ALL ROOF RAFTERS TO BE 2 x 12's TYP:WALL CONST.- SOFFI ALUMINUM O 1 z 3 STRAPPING�16 o.c. SOFFIT VENTS N UNLESS OTHERWISE.NOTED "' ,2,6 STUDS Q 1c z F-I--I - 2.) USE SIMPSON H 2.5 HURRICANE CLIPS N 2117 PLY WOOD SHEATH)W, �1 AT ALL'RAFTERS ENDS S T(R—)BATT.wsULATICA BATH BEDROOM#2 '3.)VERIFY GUTTER TYPE/LAYOUT �'. 4 IT GYPSUM BOARD 5.W.C.SHINGLE SIDING 12 -W/OWNERS s.TYVSK VAPORBARRIER SECONDFLOOR TYP.3M•TS G PLYWOOD SUBFLOOR SUBFLOOR-GLUED&NAILED CD OF PLATEwo8bumbboo 11 TIB'ENGINEERED JOISTS @16'o.c ___2z6a IT—. MULTI LVL HEADER ^ I 1 ' BEAD BOARD MULTI LVI BEAM TYP.1IT GYP.BD.ON 2 z d 6TUOS @ 16 o.c. 1 x 3 STRAPPING @ 16'oc. Wl 12'GYP.ED. I Sl {••�•( 4 y PDR• SOLID BLOCKI`G W/2 L 'ERLOK BOLTS O a'^ ROOM KITCHEN IT .c.WI JOISTS HANGERSATBOTHENDS A ~ P.T.2 x it: @ 16'o.. (TYP.31d"T&G PLYWOOD Lo FIRST FLOOR V SVBFLOORGLUEDb NAILED P.T.2x SUBFLOOR W 7 1 0786888 11 T/d'ENGINEERED JOISTS @16 bg }�•,T.2 n 12¢ 3 P.T.2 r.12¢ . TYP.9'BATT. —MULTI LVL GIRT INSULATION(R-30) 117'DIA.ANCHOR b i }1?'DIA.STEEL BOLTS @ 46 o.c. LALLY COLUMN § C A E FULL J BASEMENT TYP.6'CONIC. 1/4" = 1'-O' FOUND.WALLS zP 4'CONC.SLAB .1T DIA.SONONBES TOP OF SLAB ONPFOUNIO.WALLSNG TO 4T BELO`A•GRADE SATE L 1 -30'x 3Px12' TYP.B',Ir CONC. - ---- CONC.FOOTINGS FOOTINGS 6/2 8/2 00 7 s EUILDING SECTION @ PDR. ROOM/KITCHEN DWG. N 0. REVISED: 9/13/2007 A REVISED: 9/6/2007 ssa 1 U zoo oo�o PATIO 0 �Q`9" (VERIFY PATIO SIZE 6 MATERIALS - Q [Li];E I o) IN THJE FIELD WI OWNERS) L— m Vl Lo N Lo Td /'-it• 14'•S 10-1P 3'd Td- 2-iD' w 00 ... 5 0A5 A5 v�GT.L+_ - IT souARE TURNCRAFT - •. - I TYP.AZEK RISER s COMPOSITE POLY-CLASSIC POSTS DECKING FOR DURABILTY(VERIFY J ANDERSEN 1 DECKING FOR OWNERS) ' . C �C•�i11 FWH 1206Ifa - - L= • - TEMPERED •I I I i ` b I FUTE COVERED BUILT4URN I DINING TEMPERED PORCH 0 y I CABINETvi I P° I i ROOM °i , 1 e • - I� I I� I I I n ll h DANDERSE Y h I I I 1 i 17d FWO 31611N P1 L_J L_J b IS I—LI HE OF S.F. 1 r T A p MASTER FP GA • �.. ABOVE /� L----- O (VERIFY SIZE -LIVING BEDROOM 6MFR.W/ ' ROOM •COOK- b e (VAULTED CEILING) - I ` TOP L y�I KITCHEN " c R I I • ' SO'HEAD HEIGHT ' a +. w fiNR RIFT KRONEN FOR THIS NANDOW E (VE BUILT-IN I LAYOUT WI OWNER) - CABINET (.. 4'-r 1Td - 4 r————— ---, x I i b A - - W.I.C. L © 7r.Br I © WALL - It$ 1 .68' LINE OF I ABOVE WALKWAY UP ON. 1. OVENS — REFi FUTURE R 'a .• - �,- OUTDOO SHOWER. - -. b _ FOYER zs as L LINEN I2@71 IWERIOR " �J2vA C-9 Td - CAB. FRENCH Z6a6'B' PDR. r_—_____ SLOP PKTWORROOM - rlTEMPERED to 4gS.^_ _, S SINK4a IIWERIO MASTER IFRENCH ro OFFICE n 2 Po i AN CKET BATH GUSTO 75.66 O r DOORS w E"1 ' L'D HALL '"' O V ` Gu S R . w D Y. TUB ¢ Sy p pppo 6 COVERED 1t'-T r3 Qw$ EWIT COVERED Fry' a T5.2S.B2.sD' .O.PORCH m 8 b El • \ '\V TEMPERED TEMPERED q q A A A THFRMATRU sMOOTHSTAR O "BE F 1 DOOR n 1 POLY-CIE TURNCRAFT - - • - (/\�i/Fr. DOOR t5116 POLY-CUs51C POSTS 2'B'.6B' S SOU NLRAFT - 34.S.82S R.O. _ F—� F-'•Y POLY-cLAss1c LAsslcPosrs T-P 7.10- T-O BlF 6'4 5-1' Z-:T r-10' U) D C)n - It-IT 17d' - 23'.? 4 P O F-1 e FIRST FLOOR PLAN w _ �o � WINDOW SCHEDULE w o. �`J ,:x F�L. L,,: TYPOMANUFACTURER'S UNIT ROUGH OPENING REMARKS FIRST FLOOR = 864 S.F. ©SMOKE DETECTOR X 1� �' r, �I A ANDERSEN TW 2446 2'-6 1/8"x 4'-9 1/4•' DOUBLEHUNG CAR SECOND FLOOR = 864 S.F. © BON MONOXIDE DETECTOR w_J B TOTALAREA = 2632 S.F. ' \_ 0 C 34 6'-0 3/8"x 4'-0 112" CASEMENT TRANSOM COMBO ,, ! T•--I C TW 21052 T-0 1/8"x 5'-5 1/4" DOUBLEHUNG D AR 251 2'-4 7/8"x 2'-0 5/8" AWNING NOTES. ' SCALE E TW 2442 2'-6 1/8"x 4'-5 114" DOUBLEHUNG 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS F AR 31-2 6'-0 5!8"x 1'-5 1!2" AWNING NARROW MULLION FIXED &DIMENSIONS IN THE FIELD 1 ' G TW 24310 2'-6 1!6'x 4'-1 1/4" DOUBLEHUNG 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, /,J /41' — �—O�. H VELUX VS 308 2'-6 1/2"x 4'-7 1/2" SKYLIGHT(VENTING) DETAILS,8 FINISHES IN THE FIELD WITH OWNER 1.CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT DATE WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS _ FIRST FLOOR TO BE 6'-11"ABOVE SUBFLOOR 2.ANDERSEN 400 SERIES WINDOWS HP 4 LOW-E GLA2ING,WHITE PERMANENT EXTERIOR 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS -- , , - 6/28/2007 8 INTERIOR GRILLES CLEAR VIEW SCREENS.SEE ELEVATIONS - STATE BUILDING CODE,SIXTH EDITION - FORGRILLEPATTERNS THE DESIGNER SWILL BENOTIFlEDIFPW DWG- WO, NO. 5.) PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE Ease S6OR OMIS IONS REFOUNDTOFN VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES CONSTDRAWI H THE PRIGR o STAONTRACTOR 6.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS - e WILL BE REsvoHs6lE FOR THE CONTENT DESIN GNEDRAWIN ERRORSS TC OR OMIION (1 TO BE 3000 PSI,W!FIBERMESH IN SLABS - coMMENceswlTHovrNonFrrNGTHE A DESIGNER OF ANY ERRORS OR OMISSIONS. THESE OWNER NOTED SOLELY FOR THE USE OF THE OWNER NOTED.ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN REVISED' 4/9/2008 CONSEW OF THE DESIGNER TINDER THE ARCHITECTURAL COPYRIGW FR07ECnON ACT Of 19lQ ZO-aM FUZE CHASE _ • " TO 30'ABOVE RIDGE W/COPPER OR S.S. F CONT.RIDGE . TYPICAL W YEAR - V QN - 12 ARCH,URADEASPHALT12 N. _ ROOF SHINGLES Q o 0 Q I, INSTALL DIAMOND PATTERN • INTO THE SHINGLES AT TIE ' GABLE END.(VERIFY DETAILS IN THE FIELD) TYP.1 s B'FLYING RAKE' < Cn W N - BOARDS WI 1.3 GRIP 6 ' I,4SU&RAHE .. q) Ems— m ul e TOP OF RATE v - O m mm mm mm mm W.C.TO WEATHERSIDING - LJ FIXED AWMNGS - • WIWOVENWRNERS Lul - TYP.txBFASCIAB ' - FRIEZE BOAR0.5 - m +` SECOND BOOR - SUBFLOOR - 1. TOP OF RATE TYP.3 I/r CROWN PEDIMENT y. W/LEAD OR CAPPER FLASHING _ TYP.Sr4a 6 HEAD TRIM r .. TYP.Ia STRIMONSIDES m m m m • - - TYP.2.5 a 25 SILL FIRST BOOR - '-2 SU6FLOOR - 1s 6 TRIM AT THE SIDES OF - FROM DOORS W/Si s 6 6•SQUARE SIC POSTS iv SQUARE TUfINCAAFT ` HEAD TRIM 6 PEDIMENT POLY-CLASSIC PoSTS POLY-CLASSIC POSTS - - r TO MATCH WINODWS FRONT ELEVATION • rd T-0' - ' - (SHEDDORMER) ' A 9 A4 AS C r - A6 r _ —PORCH19 AV y BELOOW > m - A w E—) UNFINISHED 2-z :.� 2-r ATTIC• L STORAGE E tiO ----------------- ------------ a O t LIVING C ROOM �i BELOW -- q r I RI R - THESE N U T WAILS - _ - TO BE INSULATED _ •, A _ S - r—„ © -BEDROOM#2 ` rCCEE l e O A I PANEL I © C UNFINISHED THEEEiNsu"uO,EDRWPil6 L—J BEDROOM#1 A 4 C;6 Q ON. 1SR 26aB8' TEMPERED RATING O © INSTALL - ^ - RIGIDMSUL 25sEe' WALKWAY ' R ON THIS SIDE © /'� '��• Lo © OF ODOR I� RAILING BATH w FOYER BELOW LOFT n EO a • �• uN SCALE •F FIRED :O ti 1/4rr . DATE A DWG. NO B C 6/28/2007 q A6 rA 24O T-P 6'-P 6'-O' s-r z-10' g.1v z-1v 3•-r A ^�1zaSECOND FLOOR PLAN REVISED: 4/9/2008 CONT.RIDGE VENT • "�- QC•. OO N Q cr--Q�T ARCH.GRADE ASPHALT ��N * _ ROOF SHINGLES L L O • - LL3 q) O cq S Q • -. TOP OF PIATE _ W , x BFASCIAb FRIEZE _ . m FRIEZE BOARDS ° SECONDFLOOR - - SUBFLCOR -I, L TOP OF PULE • N m m W.C.SHINGLE SIDING S«TO WEATHER - W/NOVEN CORNER5 IE FIRST FLOOR . SUBFLOOR c ,. . Y _ _- • ` - - 7YP.AZEK RISER b COMPOSITE 10'SOUARE TURNCRAFT DECKING FOR DURAWLTY,MRIFY - POLY-CLASSIC POSTS MATERULLS W/O"ERS) REAR ELEVATION ' COPPER OR S.S CAP - ! CRICKET 1, - s E- 12 ZO'x TT FLUE CHASE TODO'ABOVERIDGE - T BO 1.B R ING R F�1•7" IP .. BOARDS WI1x30RIF& o 8 1 x a SUBIMKIS " - 12 12f z TOPOFP IE CE LING JOISTS R� _ - •' Li SECOND BOOR - SECOND FLOOR - SUBFLOOR_ SUBFLOOR _ a - TOP OF PLATE TOP OF PLATE TYP.2 1le•CROWN PEOIMENT O Wl LEAD OR COPPER FLASHING w TYP.5l<x SHEADTRW '^ L J TYP.1 x 5 TRIM ON SIDES v IT SOUARE TURNCRAFT m POLY-CLASSIC POSTS m N - r 7YP.2.Sx 2551LL W • > O ' FIRST FLOOR FIRST FLOOR SCALE [' , SUBFLOOR SUBFLOOR J LL -� II SO HEAD HEIGHT FOR THIS WINDOW ONLY • DATE RIGHT SIDE ELEVATION LEFT-SIDE ELEVATION ' 6/28/2007 DWG. NO. A3 REVISED: 4 9- .2008 56d . Ara e.T U .Z Q,�a, ` A B - C / TO 44 BELOW GRADE BES • I t �e 17 DIA CONC.SONOTUBES AB / - v �CV N TO 44 BELOW GRADE USE O O 2.P.T.2,10s 2-P.T.211- SIMPSONABU-POSTBASE ROOF SHINGLESW C 2a 12 RAFTERS 1?COX PLYWOOD SHEATHING �+ ~ b W.FELT PAPER }• LW. �,M 'a t7 GUA CONC.SONOTUBE 2.b BLOCKING TO SIMPSON H 2.5 HURRICANE CUPS r I� P.T2z BJOISTS®16 o.c. / W12T DIA BIGFOOT FOOTINGS PREVENTWINO m �WClj / TO 44 BELOW GRADE 34 WIDE ICEMIATER SHIELD _ WASHING � 3 Q. O „ ------FL — — — -- ----- -- — -- ---------------- 3P.T.2z 12s ALUMINUM GRIP EDGELJ TYR T CONC. t a B FASCIA BOARD r� Q�r=Ln X FOUND.WALLS I 1 a 3 STRAPPING W/ F.. m x a TIP HIGH r GYPSUM BOARD O M¢=� K 4 TYv.TIPa I I I I vr.2.ta'.®16Pc. U v�L1 LJ (o CONC.FOOTINGS I I TYP.7.6 WALLS �j GO NTF Y VIN SOIT OFFTF VENT 4 t z 6 SOFFIT BOARD BASEMI:HT I I I P.T.2.10 LEDGER BOARD LAG BOLTED TO m I Y• CROWN WINDOW I I I SOLID BLOC KING WI(2)IEDGERLOK BOLTS 1 a 6OR 1 a B FRIEZE BOARD 1T o.c.WI JOISTS HANGERS AT BOTH ENDS M r.T I U P BASEMENT T ` - - - , ; EAVE DETAIL a I I b CONC.SLAB) I F SCALE: 1/2=11-0" p I I - 6-f BASEMENT DOW I TAPE _ w APPLY CAULK OR ——————J I WING 11 TAr ENGINEERED FLOOR JOISTS®1T os.(JOI) I I - SEAMS AND THE TYVEK Y 4 I I VAPOR BARRIER _ R I I I DOUBLE FLOOR JOISTS - - Lf UNDER KTFCNEN FOR - -.b --BBIUL—CLKO—H'CE—A'—D�II II 1131 JK 1 1 GRANrI TE COUNERi0P 4 4 • APPLY WU UL OR N "PLY AOHESIVEWHER '6H INDICATED© � XORE 1 INDICATED BEAM POCKET _ 1.77a1 SILL SEALE P.T.za 651DHR CAULXING7TIT I' V. 6.7 99 E - - ' ^ T I - - I WINDOW i 6 EE LALL COLUMN DETAIL AT FIRST FLOOR CONCRETE FOOTING — bo I I I P.T.2a Bs IT.,.. I I b I I I G.T.2a 1D3®16oc. 4 . ------BASEMEN — ------- 3P.T.2z 10s --------------BASEMENT------- 1 v COW.RIDGE VENT 4 .. \ L r . WINDOW WINDOW -- P.T.2.12s 17 DIA.CONC.SOOTUBE • •fLP-Q..pw`n� 1^.�rrJ', (r�1 17 DUL CONC SONOTUBES WITT DIA BIGFOOTFOOTINGS _ Lryz/ 1-'s-Y I D:' - A B TO CV BELOW GRADE USE C T044 BElOV✓GRADE MULTI LVL RIOGEBE M A4 AS SIMPSON ABU 66 POST BASE' - AG - TYP. ROOF CONST. I—"' ' Q 6-S 6-S 6d 6d 1v.r 11'-r - :2a12 ROOF RAFTERS 0 t6o.c. A E- - a 12 .1?COX PLYWOOD ROOF SHEATHING ! l� E- V 12 ASPHALT ROOF SHINGLES B TINSU T O u 16-IV tZd 23S 1'V -II'H-R @SLO EDCEISULATION rF•V�•1' - t UI -IT BAIT INSULACEILINGS EILIN S(R ! .12 RI GEBO BOARDION O-S I PS ON H 2 H RD ICANE55 OTHERWISE NOTED) •AT ALL RAFTER HURRICANE CLIPS • - IC ALL RAFTER ENDS FOUNDATION PLAN ICE WATER SHIELD AT BOTTOM 34 OF ROOF TOP =+E \ 21 IO CEILING JOISTS®1T o.c. -PROP-A VENT BETWEEN RAFTERS Ir--'I s • NOTE: .. - `MULTILVLBEAM • , " T� ` T.VERIFY ALL FRAMING DETAILS W/ENGINEERED TYP.WALL CONST. - - U1 1 . JOIST SUPPLIER PRIOR TO START OF CONSTRUCTION - .. L,o 1.2x6STUDS®ITn.a' - UNFINISHED UNFINISHED '� 2.USESIMPSON JOIST HANGERS ON ALL JOISTS 2.1?PLrwooD SHEATIiIO - y • 3.FOLLOW ENGINEERED JOIST MANUFACTURERS LiaG1BIBATBOARDLATION BEDROOM#1 ATTIC - Q FASTENING REQUIREMENTS _ 5,W.CGrPNUMSIDIN • - O ' s.W.C.SHINGLE swNc E TYVEK VAPOR BARRIER - - SECONOFLOOR - iYP.1TT8G UEDANA �] • SUB, R SUBFLOOR-GIUEDe NAILED • 2z6BETWEENRAFTERSTO f� 11 TIT ENGINEERED JOISTS@IT 11. -PREWNTWIOWASHING MULTI LVL BEAM ONT.ALUMINUM r l O 'P.1?GYP.BD.ON _ - SOFFIT VENTS i x 3 STRAPPING®IT F. 2 a 6 STUDS @ IT - WI 1?GYP.BD. - " w iJ dH_ P.T.2.10 LEDGER BOND LAG BOLTED TO MASTER MASTER Iq SIT Loc WI oS"S"4MLEER°sAEr"eo Q BATH W.I.C. BEDROOM ' F'TYP.3M•T b G PLYWOOD P.T.2A Ts®1T o.c. FIRST FLOOR V SVBFLOOR•GLUED a WULEOSUOF SCALE FIRST FOR FV • - - 11 T/T ENGINEERED JOISTS®16o.c. P.T.2x6SILL Wl SEALER TYP 71ATT bP.T.2z Ills 1/4" = 11—OH III MULTI LVL GIRT 115ULATION,RrAM I?DIA ANCHOR 114T DIA.STEEL BOLTS®HOT o.c. LALLY COLUMN 4 3 DATE m g FULL b ` BASEMENT TYP.TCONC. 6/28/2007 FOUND.WALLS TYP 1 V DIA SONDTVBES TO 4'0•BELOW GRADE I•CONC.SLAB TYP.DAMPPROORNG DWG. N O. TOP OF SLAB- ON FOUND.WALLS It 3V a IT L TYP.T z PT COO. �----� COO.FOOTINGS FOOTINGSW/LEY BUILDING SECTION @ MASTER BATH/BEDROOM1,�PA A/� REVISED; 4/9/2008 `� arJr 7a A B C � { � �� A5 AB Z Q Vim• Q' O \ 'Y B r-n• 12r 0 C4 tD IT'LL 5 LPOSTS 1 Q�, v M m u(nN� 3 1 3/r x 11]17 LVL HEADER —-———— — I • e CI 1q) . I I I i I I a MM a a L—J I--J p U _ _ • It 416POST FROMBFAM 1/.]Sxi1.BlS LK(FBM rr,.,I Ax6POST FROM BEAM TO RIOGC $ $ - F. TO RIDGE - • "6POST - - —— —— 1 POST IN WALL I n n MULTI LW - - - - HEADER MULTI - , HEADER - FARING VILAUL 2-1.TSx11.875-I.M. BEARING AIL •- ' a I 11 TIT E GINEERED FLOOR JOISTS 9 16'- 01A I - I h CONT.RIDGEVENT • - 2.1 3Ir x 1t TIT LVL RIDGEBEAM V� 4 _ P - 1 ADD ST.27 LVL(RBDTi • ! HEADER �• • TYP.ROOF CONST. ' • w - _ -2x 12 ROOF RAFTERS a IT o.c. - �t2 -17 DX PLYWOOD ROOF SHEATHING w � . A AS AB "` -30 HH FELT T ROOF ON -A I.S. GOF .FELTPAPER O • ®SLOPED CESU ILINGS(RG3M 1 ^ U -IT MIT INSULATION / ®FLAT CEILINGS(RAH 16-1P - 12d 23'-7 YV 12 -2x 12 RIDGE BOARD(UNLESS OTERWISE NOTED) O M -AAT AL N X 25 HURRICANE CUPS - ATALL RAFTER END$ I••�•L • + - / •/ - -3C WATER SHIELD AT BOTTOM l 30'OF ROOF - TOP-0 F PLATE 2x 12 CEILING JOISTS®16"o.e. -PROP-A VENT BETWEEN RAFTERS O SECOND FLOOR FRAMING PLAN TYP I7 GYP BD ON F•� �y TYP.WALLCONST. / 1x3STRAPPING@tV..c. F� Q:4 1.2x 6 STUDS®17 oc. NOTE '•- Nu, 2.17 PLYWOODSHEPTMNG '' T \ &...F 1.VERIFY ALL FRAMING DETAILS.W/ENGINEERED `�y 3.T(R•19)GATT.INSUTArON JOIST SUPPLIER PRIOR TO START OF CONSTRUCTION r-B A.17 GYPSUM BOARD IS 2.USE SIMPSON JOIST HANGERS ON ALL JOISTS - 5.W.C.SHINGLE SIDING K _ 3.FOLLOW ENGINEERED JOIST MANUFACTURERS 6,TYVEN VAPOR BARRIER - 1-� - 0 FASTENING REQUIREMENTS ` SECONDFLOOR F•--� ' SUBFLCOR 2.B BETWEEN RAFFERS TO .TOP OF PLATE 1171T ENGINEERED JOISTSN17 o.c. PREVENT WINDWAEADE 11 31r x 11 7/7 NEPDFA u 1 MULTI LVL BEAM MULTI LVL BEAMS DNT.ALUMINUM - - BEAD BOARD - -2 x A STUDS @ 17 o.c. SOFFIT VENTS - - WI 17 GYP.SO. _ • - 4 _ LIVING P.T.2.10 LEDGER BOARD LAG BOLTED TO ,w O SOUD BLOCI(ING WI(Z)LEOGERLOK BOLTS m� .FOYER ROOM F 17 o.c.WN015T5 HANGERS AT BOTH ENDS W I� - P.T.2x It.®16•an - ` - - TYP.31r T IL G PLYWOOD • FIRST F OR SUBfLOOR-GLUED b"LED F"'•I SVBFIOOR odumum It 7I7 ENGINEERED JOISTS®IT—. . 1 P.T.2.101c 2.P.T.2x Ift • - TYP.7 BATT. L3t.11r-T - INSULATIONIq- SCALE 17 DIA ANCHOR - J A L Lfi- BOLTS ANCH c. F7'a FULL 9 1/4N BASEMENT (]ATE TY'P.S CON. 4•CONC.SL FOUND.WALLS TYP. TOM SONOTUBES TYP.DAMPPROOFING TO AV BELOWGRADE �` �7 ` ON FOUND.WALLS V/28/200/ TOP OF SLAB -- CONC.FOOTINGS NGS FOOTINGS LONG DWG,_ NO nBUILDING SECTION @ FOYER/LIVING ROOM A5 A5 , . REVISED: .4 9' 2008 Sea • and 9.0' 3 . ISXED OORMEFiI � Q� A B N A - AS CD�a 2-1.75-a 7.25'L ILBEAM _ cD � r LM Fes wD�NLJ o 0 a mU)-x cn as 6POST UP Ay 6PDSTD 4.6 POST UP I TO RIDGE TO RIrDGE TO RIDGE — y I7 1 _ 1,%11 7ff LVL RIDGES_ERM - - 6 POSTS UP TO RIDGE FROM BEAM IN CEILING - - TOSUPPORT ENDS OF • RIOGEBEAM _ . - .. . + .1.75'a91?LVL - 1.1.7 „1.875'LVL BEAM(FBO3) TYP. ROOF CONST. '2.B RAFTERS®16 _ A� :2• 2 R00F RAFTERS®16-o.c.8UIL70VER MAIN ROo STUCTR CD%O 10 PLYWOOD ROOF SHEATHING - - -ASPHALT ROOF SHINGLES C -30 LB.FELT PAPER ONT.RIDGE VENT• A - ` - -,1•HI.RBATTINSULATIoN r - A4 • - ° 16'•,0• A52V 23i Gd # - 7BATT IN CEIUNGS(RC381 F.1 - -ti BAT INSIMTON - (GABLE DORMER) - (SHED DORMER) ISHEDDORMER) - - c ®FLAT CEILINGS(R--3B) w _ 12 -2 M12 pSoNGE BOARD(UNLESSOTHERWISENOTED) r -SIMPSDN M ZS HURRICANE CUPS w IC ALLRARERENDS F� Sed . , o -ICE/WATER SHIELD AT BOTTOM O JP OF ROOF ROOF FRAMING PLAN PROP-A VENT BETWEEN RAFTERS • • C� T 1 • , - e TOP OF PLATE 2,10 CEILING JOISTS®IT,,... v . O �J .. NOTES: _ - TrP.1rr GrP.w.oN 1.) ALL ROOF RAFTERS TO BE 2 x 17s - TYP.WALL CONST. 1.asTRAPPmG®1So.c" - - SOFFIT VE Q UNLESS OTHERWISE NOTED /'� ' - 2. USE SIMPSON H 2.5 HURRICANE CLIPS. - h vafisruos®1So.e. Z 04 - 2:Vi PLYWOOD SHEATHNG .- AT ALL RAFTERS ENDS - D.c(R-19)BATT.INSULATION �1 3.)VERIFY GUTTER TYPE/LAYOUT A.1FI GYPSUM 60ARD BATH - ' BEDROOM#2 w �LI A WI OWNERS 5.W.G.SHINGLE SIDING ` U E-•1 .. , 6.TYVEK VAPOR BARRIER - - SECOND BOOR TYP.3/CTeG PLYWOOD 7t �/ c 1, SECOND R SUSFLOOR-GLUED&"LED 1�i ` - Al 71W ENGINEERED JOISTS®,6'A.e. 2x6a t6'o.c. - TOP OF WALE - MULTILVLHEADER • - BEAD BOARD, O ` - MULTI LVL BEAM TYP.1l2•GYP.BID. 2tASTUD5G16•o.e. 1s35TRAPPING®16 o.e. W11l2'GYP.BD. 1 - _ • N�. _ P.T.2x 1D LEDGER BOARD LAG BOLTED TO PDR. iE u°Bw°io's""s HANGERS ATBOTH EN05 O St ROOM KITCHEN rTYP.>,rr&GPLYwooO - FIRSTFLOOR f SUBFLOOR-GLUED&WULED D•T.2.T0s@16'o.e. r SUBFLOOR L W is ' - 11 TIT ENGINEERED JOISTS IT o.c. v 3 P.T.2a I2 3P.T.2a In �f F"'i O TYP.9-BATr. MULTI IVI GIRT (/�. INSUTATION(R--O0) rl: -' • - VJ'DIA ANCHOR 31?DIA STEEL a z BOLTS Q e@'o.c. ULLY COLUMN - - SCALE o FULL =f BASEMENT TYP,B•CONC. /4„_ + FOUND.WALLS IcONC,SLAB _ TYP.,i D1A 50NOTUSES TOP OF SLAB ON FOUND.WPALLS RNG TD aTf BELOW GRPDE DATE L J1-�CONC,F ti TYP.r.TIN S CONC. 6/.28/2007 CONC.F0071NG5 FOOTINGS nBUILDING SECTION @ PDR. ROOM/KITCHEN As D WIS. N.O. A6 REVISED: 4/8/2008 i 1 l i DIRECTIONS: ° o lQ From Hyannis - Follow Main Street to the West End Rotary, Take the second exit onto West Main Street. Turn left onto Rt. 28. Turn left onto Old Post Road. ASSESSORS REF: #1045 is on the left. Map 74, Parcel 3-2o i A OVERLAY DISTRICT �' �ao AP - Aquifer Protection District v� � ✓� ti FLOOD ZONE: Zone X (Min Flood Hazard) Community Panel No. #250001 0018 D LOCATION MAP July 16, 2014 (1"=2000t REFERENCES: ZONE: Deed Book 218671133 RF Plan Book 459/54 Area (min.) 87,120 SF (RPOD) Lot lA Frontage (min) 150' Width (min) -- IP Setbacks: fnd._ Front 30' % ---- Side 15' \ - Rear 15' �gb n/f 1S James Y. Whittier Trustee N Whittier Realty Trust g ld 04olV \\ 1 \ \1 i Setbock t 435.47'Ull \ Tree Line Shed l a \ Gravel Drive \ ti \ IP \ O awn _"_...,... Existing Septic Per Tie Card \ 54.7' Lawn o Alp find \` \\ \ \ ! ,% \ `. cr \ \ \ \ ` \ \\ \ \ \ Gravel Drive °R r° ' �\ \ \ VC L O,o. 15.5' O \ i i --r''� \ \ \ :� ILown Lawn y'�/�iy ��B SF o \ 1f1045 w \� \� I / \ , I 2 Sty 3a.� a \ / w �_ \_ w/f Dwelling sou Qo'o0� o'4 Q \ \ . Lot 1 A 2'7.2' 94;$-77 SF 3 Gn e \ \ 2.18 Acres \ Q�O `mot —� ' - c°p ravel D r \ \ O O cv 1 PRPGEQO G \ \ \ \ C C11- \ \ \ \ / - 28--- r co \ \ \ \ ----- - - 51.3' i \ i \ \ 15' Setback ...___ ys \ 414.31 /DH N\ ' 4' 24 5"W \ \ \ + IP i - _ - - - CB/DH nd \ fnd -z r- - fnd Lawrence Best OF MASS X. A r", 4 SIONM- LEGEND: 0 CDT Cedar Tree HT Holly Tree NOTES: PREPARED FOR: PREPARED BY.- TI TLE. a DT Deciduous Tree Site Pla n � R.� CT Coniferous Tree 1) The structures shown were located on the ground Engineering & ImprovementsPro osed by conventional survey methods on August 23, 2019. Edward F. & Patrieia A. DeGraan p C-Q-) Utility Pole LL- 2) The property line information shown hereon was u ivan consuiting, inc. At O —E— Electric compiled from available record information. —G— Gas 3) The datum used is NAVD 1988, Set using RTK GPS (608)428-33"•P.O. Box 659.711 Main Street, Osterville, MA 02655 1045 Old Post Road � Wetland Flag bench mark supplied by Sullivan Engineering & secl@suilivanengin.Com•www.suilivanengin.com BarnstableEl cotuit Mass.Light Post Consulting, Inc. Draft: CTR Field: WHK JOD CTR / 1 CB/DH 20 0 10 20 40 80 � � 1 / OHW— Overhead Wires I 25 Elevation Contour Review: JODICTR Comp.: CTR DATE: SCALE: Cl) Degraan (Old Post) Project#: 2007026 October 23, 2019 1 VF=201 28 DATUM : SYSTEM PROFI L Q VERTICAL DATUM: MSL± (TOWN OF BARNSTABLE GIS) NOT TO SCALE BENCH MARK USED: TOP OF CONCRETE BOUND LOCUS INFORMATION o BARTER'S NECK ELEVATION 29.04 N ROAD TOP OF FOUNDATION o RAISE COVERS TO WITHIN 6" OF FINISH GRADE CURRENT OWNER DUNCAN & VICKI WHITTIER o ELEV. 33.0 RAISE TWO CHAMBER ADDRESS 24 PRINCE AVENUE LOCUS FINISH GRADE FINISH GRADE RIS_RS TO WITHIN 6" MARSTONS MILLS ELEV. 32.0 ELEV. 31.0 FINISH GRADE OF FINISH GRADE MA 02648 PROPOSED FUTURE GARAGE ////�� //. ////�� ///�� ///�� _ ELEV. 30.7 GROUND ELEVATION 30.2 L SLAB ELEVATION 32.00 T-O-P=2 ///��T. �e// /�� / �� �� �� �� /�.�//�� PLAN REFERENCE 459/54 - LOT 1 A POINT , 1r MIN.-3' MAX. COVER INVERT ELEVATION 30.00 CAD GARAGE 12 CADS=0.03 TOP ELEV 2 ,.50 DEED REFERENCE 22134/160 ISABELLA RD. �''• 12'®S=0.046 7 _.- „ 10' 0 2% = ELEVATION 29.80 IN SEPTIC TANK 1 E` CAPS=0.01 4 P 4" PVC SCH 40 ? �5=0.02 O O O L c� c� O O O 2 MIN 1/8 -1/4 DOUBLE WASHED PEA STONE INVERT ELEVATION 29.55 OUT SEPTIC TANK SCH 40 2 MIN-3 MAX O O 00000 INV.= 80' 02% TO "D" BOX r " INV.=28.39 ' T" �000000 O O �' o 00000 INV.= 29.00 28.64 10 TEE 14 TEEO O „ ZONING DISTRICT RF WITH 2 ACRE -OVERLAY 5'-7" 6' �=' `� O 00 Op 3/4 DOUBLE WASHED STONE SETBACKS FRONT 30' NORTH GAS BAFFLE 5 OUTLET . SIDE 15' BAY �: 4'-61/2 4'-1" LIQUID LEVEL „ D-BOX FOUR 4'-10"x8'-6"x3'-0" CHAMBERS REAR 15' 4 -4 INV.=27.83 27.50 H-20 , o „ r. ELEV ItIV.=27.66 S.A.S. (12.83 x 42.00 ) p FLOOD ZONE ZONE C 7/2/1992 V. 25.50 250001-18D LOCUS MAP ` '`� 24.06 06 `-) ASSESSORS MAP 74 NOT TO SCALE: PARCEL 3-2 6" BASE OF CRUSHED STONE OR MECHANICALLY COMPACTED TEST PIT #1 ELEV 17.2 - NO GROUNDWATER ENCOUNTERED j 1,500 GALLON SYSTEM DESIGN PRECAST CONCRETE SEPTIC TANK LOT AREA 94,887t S.F. DESIGN FLOW 5 BEDROOMS AT110 GPB/D 550 GPD i PROPOSED DESIGN FLOW 4 BEDROOMS AT 110 GPB/D 440 GPD CONCRETE BOUND ITj1071 UEJiG,W F�°>Yd :'J�VC G�;�,��t _ � F!�LIND 8c :GELD D. .H. #1 U.T.H. #2 D.T.H. #3 � D.T.H. #4 1_ BEDROOMS AT 110 GPB/D 110- GPD 1 1 --- -'r!` DATE: 4/11/07 DATE: 4/11/07 DATE: 4/11/27 DATE: 4/11/07 GROUND ELEV 30.7 GROUND ELEV 30.7 GROUND ELEV 30.5 GROUND ELEV 30.5 TOTAL DESIGN FLOW DWELLING & FUTURE GARAGE \\ PROPOSED ACCESS & NO GROUNDWATER NO GROUNDWATER NO GROUNDWATER NO GROUNDWATER I 5 BEDROOMS AT 110 GPB/D 550 GRID \ I _ B.O.H. I -- - UTILITY EASEMENT BENCHMARK i TOP OF CONCRETE DONNA MIORANDI 0/E/A 0/E/A 0/E/A 0/E/A BOUND FOUND '.NIT,' SOIL EVALUATOR. \ - - - - ED, STONE LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND REQUIRED SEPTIC TANK \ - - - - - - - - -_ - - - - = _ = DISK. ELEV 29.J4 z 10YR 3/3 10YR 3/3 10YR 3/3 10YR 3/3 = zzz _ BACKHOE OPERATOR. 10YR 5/1 10YR 5/1 10YR 5/1 10YR 5/1 550 x_2 _ _ _ 1100 GAL. \ I - i - - == EXISTING DRIVEWAY A.B. CANCO „ „ SEPTIC TANK PROVIDED = 12Q_ _GAL. I U.POLE - - - - SOIL TYPE: �_ 10 6 4 --TO BE SHARED FOR -- IP PERC RATE: <2 MIN. PER INCH B B B B \I N/F , _= _ \� ACCESS AND UTILITIE`. 0.74 GAL/SF/MIN LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND SIZE OF LEACHING FACILITY REQUIRED JAMES Y. WHITTIER LOADING RATE: ____ ' � #1065 OLD POST ROAD ` `�`� \ 7.5YR 5/8 8 7.5YR 5/8 22 7.5YR 5/8 20 7.5YR 5/8 18 DESIGN PERC RATE ___<_2_____MIN./INCH \ (74-3-1) " '� \� �� PROPOSED ACCESS & ELEV = 28.4 ELEV = 28.9 ELEV = 28.7 ELEV = 29.0 LONG TERM APPL. RATE-0•_74_GPD/S.F. 1 ' _ - \ ��. UTILITY EASEMENT C-1 C-1 C-1 C-1 COARSE SAND COARSE SAND COARSE SAND COARSE SAND SIZE OF LEACHING SYSTEM PROVIDED: 1 �� �`� \ \ \ PROPOSED 12.8x42.00 10YR 5/6 10YR 5/6 10YR 5/6 10YR 5/6 P-4A 550 _ 0.74 SF GPD = 74_4 S.F. MIN. REQUIRED \ '` / ~ ,1 '�� LEACHING AREA 2" 44" 36" 644" / ` STAKE ' SET \ 1 ! STAKE SET \` \ �. USING 4 CHAMBERS WITH 4' STONE AROUND `--� � / �.� /' -_ = �� \ `a P-2A SIDEWALL = 2 12.83 "-2.0' x 2 = 219.3S.F. \ •`'� I / S`6 e- '" MANHOLE����� \ C-2 C-2 72" C-2 C-2 ( ) N- T IS c',�r �. h�EDIUM `�A >ID MEDIu S BOTTOM = 12.83' x � .0' = 538.8S.F. I �•� / - _ \� 43 ,, RARE.. � \ SAND MEDIUM SAND MEDIUM ,AND TOTAL LEACHING ARE - /JUJ.I^ 1 "� / - o I \ F� e / \ F L.b r 758 S.F x 0.74 = 561 GPD 1 I `� \ �� �' I i / / , NO G.WATER I NO G.WATER I NO G.WATER I „ 1 / \ 62 150" 132" NO G.WATER 124 561 GPD PROVIDED > 550 GPD REQUIRED = 11 GPD RESERVE 1 �1 N I I I / /� ELEV = 17.2 ELEV = 18.2 ELEV = 19.5 ELEV = 18.5 NO (GARBAGE DISPOSAL / GRINDER ALLOWED) DTH #4 INDICATES DEEP CONCRETE BOUND TEST HOLE FOUND BROKEN 31.3 w INDICATES I I \ \\ \\ STAKE SET \ P-4A 60" PERC TEST `.� PROPOSED / 10r GENERAL NOTES: I�' - \ \ � � h \ 1 I I � \ � �\ � � .. 1500 GALLGN \ \\ \ � � � � SEPTIC TANC 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. �� DTH I \ TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS # ` FOR SUBSURFACE DISPOSAL OF SEWERAGE. \ \ I �. 2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE1� v/F Rz, ACCESSIBLE WITHIN 6 OF FINISH GRADE, WITH ANY REMAINING 1'` ' I I I \ \ \ I ' JAMES Y. W! !T: ` P` ` 0 30 45 60 90 150 PROPCSED \ \ 37.9 \ I ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. '�'. o I I \ i \ / L \#1065 OLD PGS 'JAL) Iw..t RESEh b E AKC.H Gu ro f 3. ALL CC MPONENTS OF THE S.`,.NI T?"RY SYSTEM SHALL BF t�� � \� � � \ \ \ � \ I N-4A \ � _ 74- _ CAP/ BLE OF WITHSTA'VDING r`0 LOADING UNLESS THEY ARE � 1� � 1 I \ I \ \ � I # c` � I \ H 3 c,. � IP I. UNDER OR WITHIN 10 OF DFZIVES OR PARKING AREAS THEY � ,f� Viz\ \ � � \ l 1 \ 1 -- 56 ' SE\ I MUST WITHSTAND H 20 LOADING. I 1 , 11� I \ 19 9 X I" , 1 I 1 GRAPHIC SCALE: 1 INCH = 30 FEET 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO ANY EXCAVATION. 1 l 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE to Z ` \ , /' 1 1 I p A PROPOSED I I OR WITHIN 6 OF GRADE SHALL BE MORTARED IN PLACE. \ Nd� rn 1 I I / DWELLING 1 6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER 1 \ ` ` I 1 I } I / TOF 33.,0 I \ \� f SITE AND SEWAGE FOOT OVER THE S.A.S. AND DISTRIBUTION BOX. 1 \ 34 x56 52.0 / IV 7. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF �, i GA �1 °� \ 1 / I �/ / PROS. 1� DTH #2 P \0 , I \ I i DESIGN PLAN SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6 ABOVE o S / r , / I THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND �' T GAS FTURE CAR. �o I �Q�S LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. I I �°; C I ��� I � - � ` N \ / / LAB EL 32. N / Q� I ( N / / #1045 OLD POST ROAD 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN I \ qS N PROP / �/-''"�j / 26'x :0' �O, D 1 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT I \ CONCR TE `�� GAS o�,ATeROSED 2., /296 5'/ J // I%/' � �e� 1 1 IN ELEVATION ,OF THE OUTLET PIPE. I \ BOUND I SET IP \�,1 -�` SERV�Ce / / FUTURE 'r Vp J I / 1 C O TU I T, M A S S A C H U S E TTS 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES �// \ I 4�� I GqS Nt i � 1" WATER �� I \ J STAKE , i \ •31 \ -� cv �� , �, ,.,-, SCALE 1 = 30 DATE: AUGUST 28 2007 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS I S SERVICE- i PROPOSED FUTURE I Z SET / BAFFLE 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC \ I IP -' (� L v M S 81'6 1500 GALLON i l i REV: SEPT 24 2007 CRETE BOUND / I I GA I ` 5 <P L I 4 / / 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND Np & HELD / I \ I 1 I /. . /' " I `LGF, SEPTIC TANK I Y �, / REV: SEPT 28, 2007 SHALL BE SLOPED 1 4 INCH PER FOOT MIN. EXCEPT FOR THE / I \ I IP 1 I G S� J� 0(p T X 31.4 / � \ t I I �S ---� �` -- � ,,,� � ,� QO SF-� ENNIS COUR -- J m FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL I \ I 1 1 I I / �"�� < GqS QRO�Q T POSTS hl /Lu co PREPARED FOR: BE LEVEL i• �N I / , '`• I P ,,,,� `` gyp. � cv / 12, CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION C, \ I 1 1 DUNCAN 8c VICKI WHITTIER TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW .� \ \ \ IP l' ____ IZ l ti n� AND APPROVAL. O \ 2 4 PRINCE AVENUE m I 1 MARSTONS MILLS CONSTRUCTION NOTES. �\ \ \ \ \ _ IP �� I MA 02648 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND CONCRETE BOUND �� \ \ IP I I ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING FOUNi.) & HELD \ \\ N/F \\ ' 1 \ i I I I rP�rr�r PREPARED BY: WORK ON THE SITE. LAWERENCE BEST 1 l 1 s 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE \ \ \ \ CONCRETE - I / �y,�F�s #1025 OLD POST ROAD '�°" E A S SURVEY I N C. �� �� �' WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT CONCRETE BOUND � \ (74-3-S � \ \ BOUND SET / � r.. > � �� EDWARD IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. FOUND & HELD \ \ \ I ' ' �„ 1 41 R T. 6 A ''" A 3. VEHICULAR TRAFFIC PARKING OF VEHICLES AND PLACING \ \ s. 289 N \ ` I I ~\ ` . P . O. BOX X 17 2 9 No. ?_89800 . MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND \ \ � `; � - _ � - _-- - -' I , ,,� � . S.A.S. AREA IS PROHIBITEDFss SANDWICH , MA 02563 OkAL LAkL PH. (508) 888-3619 FAX (508) 888-2496 LEGEND --'-- - ------ Multiple Member Beams - _--- - — - Multiple Member BeamsA--- --- -- _- --- - - - -- -- ----- -- -^- -- - - --Y- ---- - ---~--- --- Joist hanger -- REVISIONS: BY: • Side Loaded Connection Side Loaded Connection F1/2"dla. Bolt b 1 3/4"Versa-Lam AJS'"'Blocking Panel. toe nail rim board to platle with 2%"(8d)nails at T - — - Bearing Wall Below ( � Nail Pattern Use 3" 10d)nails at 6"o.c. , Rlmboard and AJS "93ide-by.ekle. 7 Max.Uniform Load ( 8"o.c.or with 3/a"(16d,1)nails at 12"o.c. -- ------ ---i---- (Ibs.per I in.ft.) Nail rim board and rim joist w Rh Number of 24 o.c. 12"o.c. ) o.c. 12"o.c. 16d common nails. \ 2'%'(8d)naps at 6"o,c. Members See chart Max.Uniform Load - Bearin W all Above _ (lbs.per in ft.) Nail each end g 1 3!4"Versa-Lam with 1 -T i - - - •` - - -- "' - '- - - -+) � R Number grows 3rowe L _ _ _ _ _ _ - - _. _ _ _ Bolt Spacing 1/2"dia. 2 500 1000 2000 (10d)nail Load Bearing Members Bolt(b) 3 375 750 1500 2"min. 2 520 780 walls Non-Bearing Wall Below ® g 3(a) 390 585 4(a) 330 670 1330 F- J 2"min. - Non-Bearing Wall Above ova r----- (a)7"w Ide members must be loaded from both sides. (b)Design values apply to common bolts(grade 5 or higher) (a) Nail pattern for 3-piece member must occur on both sides. - Use flatw ashers each side and drill holes 1/2"dla. „ Solid block all posts from to Staggered d g r e g 1/ minimum end bearing length (c)All values in the table above may be Increased 18%for snow loaded roofs ai o mi b rig g � above to bearing below. 25%for non-snow roofs w here code allow s. Nail values may be increased by 15 d,for snow-load at all floor and roof details. 1"2%a"(8d)halfor Post Below Post Above Versa-Lam roofs and by 25%for non-snow roofs where each Joist flange building code allows. LVL beam Multi le_Member Connection Bolt Multiple Member Connection Nail Attachment at End km Panels at Interior Bearin Post Load Transfer Rim Board LVL Header 0 enin Exterior End Wall Su ort ® I F5p --_- --�- -- - - (F49� --- -� _ � __ F 13-D - --- rF 13-E�-,� -� ( F08 -- - ---- F 14- _—__-- - F 19�--- -- ---- �nm (F 13-C - -- - - -.pP — N.T.S. N.T.S. N.T.S. N.T,S. ) N.T.S. N.T.S. N.T.S. N.T.S. Post Above& Below 1 st Floor Al 11-7/8" BCI 90s-2.0 SP 16" OCS III --- - -------- ---- L2 Use LVLs for rim at all attached decks. LLI Z o 11 _J u- _ Rw -------------- ---- - --- - - - T.,-- - --- --- G---- ---- ---- - --- - - --- - ---...---...---- ----- - - -I- _- �-' 10(n LU _ _ __--_—_ _ _ _ i Z W m LU 1 j1 I Z � _ I I II I Q I II I I II I I I I I 1st Floor I l l 14 Framing Schedule-Nominalized Tag Qty Description Length -- , i I I I I I I I I I I13 - -- -- T I I I I r- 1 I I I I I_ __ --- I - 61 � DR6 i i i i i B6(3) B6 3) i - - --- -- .--_ Notes: ' B5(3) ' I 5 5 5 5 5 5 1 = -- -- -- Shop drawings, typical details and framing plans, outlining Installation procedures and unit Identification marks, shall be submitted for approval by the ---- -- project architect and/or engineer. 17 I I I I 12 Exact quantities and lengths are 1 I I 1 -- - the responsibility of the contractor. Contractor is to verify all beams ' and joists at their exact locations. I ; ` - •- •- -- - -- -• •----• ----- --- ---- --- - - -ri- - - - - - - -.- - - - - , - - - -- ---- --- The floor system (i-joist, LVL) are designed for floor lands only. Roof loads from rafters, bracing, and beams must bear on exterior walls and Interior walls with bearing Hil 2 2 2` 2 2 I , - straight through to a footing. any B 12(2) I I I I I -_ - _.- -_-_ - roof loads carried by the floor system I ' ' _ _ _ • _ _ __ ___ _ I must be so indicated on the framing _ _ _ _ _ _______ trl _. .- _ _ -. -- _ _ _ -• _ _-_ I 17 - - — - --- - -- lansubmitted tous for take-off. B 11(3)- - - _ - - - - __- - I I -- _----__ - - _— Product to be stored, handled and Installed In accordance with ALIGN WITH POST 1 1 1 1 1 1 1 _ -_ _ _- -_.-- manufacturer's recommendations. IL ABOVE 4 4 4 14 -- - - - - 1 I i t I111 I I i 1.— ' BLK1 i ' 1 ! BLK1 ii l tl�l �,!� DB4(3) � ---�- ------B9------------- ------- - l ice , i -- -- -- ----- I 13 3 3 ' I — , I I I 9 1st Floor 1 Accessory Schedule L I I I 7 _ •_ -__ ___•_ �_ - � I , i' I , , I I � �I 1! � Tag Qty Manufacturer _ Product Description _- : H2 2 Simpson Strong-Tie Inc. HHUS5.50/10 >_ ---_ ------------------- -- _ 8' 8 8 8 ,8 Nn 1 _ H4 4 Simpson Strong-Tie Inc. ITT411.88 0 12 15 4) 4) c H5 8 Simpson Strong-Tie Inc. IUS3.56/11.88 N L a 0O a M I I 1 I 1 I l p -0 I I I I I 10 I I I 1 16 m 1- hI4 _ _, ___ ---------------- ---- _--_ - =1- - 1j __..� r ..____'___- I ___ - __-_ I r cC 1.1 _�- -!_ 1.. C START FRAMING HERE_..__. -' - ' > 17 B14(2) B14(2) 17 st Fl 3/81111 = 1 '.0" is for material lacement acFRAMER® 6 This layoutonly.j SCALE: 3/8" = 1'-0" Refer to project arch itect/engi neer's stamped DATE: 4/17/2008 ppeciland forsineerin .en BY: be _- --- fic g FILE: West Barnstalbe Co WhittierENG DWG: SHEET: 1 / 3 ist Saved Date: 4/22/2008 10:25 AM int Date: 4/22/2008 10:27 AM Multiple Member Beams Multiple Member Beams LEGEND Side Loaded Connection Joist hanger Side Loaded Connection 1/2"dia. Bolt(b) 1 3/4"Versa-Lam AJS"Blocking Panel. REVISIONS: BY: Bearing Wall Below Nail Pattern Use 3"(10d)nails at 6"o.c. Toe nail rim board to plate vv kh 21/V("nails at JS T Max Uniform Load 6"o.c.orwkh 31/2"(16d)nails at 112"o.c. Fbm board and A %ideby-slde. (lbs.per lin,ft.) Nail rim board and rim joist w 4h Number of 12"O.C. 116d common nails. 21/2"(8d)nails at 6"o.c. Members 2 4"o.c. 12"o.c. 6"o.c. See chart Max.Uniform Load Bearing Wall Above (lbs.per In,ft.) Nail each end 1 3/4"Versa-Lam with 1 -3" . . . . . . . . . . . . . z "1 4' — __ 2 500 1000 2000 Num berr of 2 rows 3 rows L — — — — — — — — — — — — BoltSpacing Members s (10d)nail Load 1/2"dia. Bearing Bolt(b) 21,min. 2 520 780 3 375 750 1500 Walls Non-Bearing Wall Below i e 3(a) 390 585 4 330 670 1330 --- — __ ii/ �� / \� \ �\ /� ��\ % /!� � — 2"min, Non-Bearing Wall Above (a)7"wide members must be loaded from both sides. I cEn (b)Design values apply to common borts(grade 6 or higher) (a) Nail pattern for 3-piece member must occur on both sides. Use flatwashers each side and drill holes 1/2"die. Staggered (c)All values In the table above may be increased 15%for snow loaded roofs al 11/2"minimum end bearing length Solid block all posts from 25%for non-snow roofs w here code allow 9. Nail values may be increased by 15%for snow-load at all floor and roof details. above to bearing below. Post Below Post Above roofs and by 25%for non-snow roofs where 1-2'/2"(8d)nag for building code allows, each joist flange Versa-Lam LVL beam Multi le Member Connection Attachment at End 0 Mu Bolt ___Wltiple Member Connection Nail n9 Panels at Interior Bearing F08 Post Load Transfer Exterior End Wall F50 ( F49 (1F1 3-D N.T.S. Rim Board LVL Header Opening __qrt N.T.S. N.T.S. 13-E�--g (F14- F 19 (F13-C N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. Post Above& Below B2(2) AN tm- 16 11 16 uJ W p W DB4(3) DB6(3) W Ix Lu Lu U_— :A 0 U) > LU Run 11-7/8" BCI 90's @ 16 o/c this area. Z < UJ = Lu 00 F- 2nd Floor 2 0 Z II Framing Schedule-Nominalized _J F- _J Tag Qty Description Length < DR5 2nd Floor Al 11-7/8"AJS 20 MSR 16" OCS III L3 16j' t5 f(o) I I I I —' .�•�` r ' ��V[.-�' DR7 1-3/4"x 7-1/4"VERSA-LAM®2.0 3100 SP 1 1 2 2 1 1 B6(2) 11 Notes: 11 II ---- - --- -- Shop drawings, typical details and framing plans, outlining Installation procedures and unit W'A_ a submitted for approval by the project architect and/or engineer. I I Exact quantities and lengths are the responsibility of the contractor. 16 it DB5(3) BLK2 B5(2) j 1-3/4"x-T 1/4"VE RSA-LAMnE 2.0 3100 SP 6101, Contractor Is to verity all beams 1-3/4"x 7-1/4"VERSA-LAM 2.0 3100 SP 4'0" and joists at their exact locations. The floor system (11joist, LVIL) are B4 3) I 1 I I 1-3/4"x 9-1/2"VERSA-LAM®2.0 3100 SP 8'0" designed for floor loads only. 1-3/4"x 11-7/8"VFRSA-I./, Roof loads from rafters, bracing, and beams must bear on exterior walls and Interior walls with bearing 4 4 4 4 4 4 4 4 4 4 4 4 4 16 1 1 1 straight through to a footing. Any roof loads carried by the floor system B13(2) 16 must be so Indicated on the framing I II plan submitted to us for take-off. Product to be stored, handled and aw B8(2) 2rid Floor Installed In accordance with — Accessory Schedule manufacturer's recommendations. BLK2 Tag Qty Manufacturer Product Description 16 11 H3 5 5)B2(25 5 5 5 5 H1 3 Simpson Strong-Tie Inc. HHUS410 DB2(2) I BLK2 7 7 7 7 7 7' 7 7 7 H3 1 Simpson Strong-Tie Inc. HUC412 II H65 18 Simpson Strong-Tie Inc. iuT312 Cl Q HI H6 _J L _ji L _ L J IL J1 IL J1 IL 138(2) B 1212)I II II 1 1 Al I I 6 6 6 6 6 6 I it 3 II L L, 16 7 0 co 0 ca START FRAMING HERE B 10(2) .I.- a g -v0 0 F_ 04 W W "& 4) tti n oor � _ 3/V'1 1.0 11 1 This layout is for material placement only. Refer to p roject architect/engineer's stamped - - --- ------ BC FRAMER® 6 plan fors __ �- - SCALE: 3/8" = 1'-0" pecific engineering . DATE: 4/17/2008 BY: be FILE: West Barnstalbe Co WhittierENG I DWG: SHEET: 2 / 3 ist Saved Date: 4/22/2008 10:25 AM int Date: 4/22/2008 11 :05 AM Multi p e Me m be r Bea m s Multiple Member Beams Joist hanger REVISIONS: BY: LEGEND Side Loaded Connection Side Loaded Connection 1/2"dia. Bolt(b) 1 3/4"Versa-Lam AJS"Blocking Panel. Toe nail rim board to pliate w ith 21/2"(8d)nails.at RmboardandAJS Tticle-by-side. Bearing Weill Below Nail Pattern Use 3"(1 Od)nails at 6"o.c. To.c.or with 31/2"(,16d)nails at 12"o.c. Nail rim board and rimjoist w L= L= Max Uniform Load Number of (lbs.per in.ft.) 12"o.c. 16d common nails. 21W'(8d)nails at 6"o.c. with 1 -3" Bearing W all A bove (lba.per In.ft,) I A7, 24"o.c. 12"o.c. 6" Max.linillon Load Members See chart Nail each end 1 3/4"Versa-Lam N u m be r o f 2 tows (10d)nail 2 2000 Members L — — — — — -- — — — — — — Bolt Spacing 1/2"dia. — min. 2 Load Bearing Walls 620 Bolt(b) 375 750 15DO 2' 3 __ "o �'Oro' Non-Bearing Wall Below ro I �' � 3(a) 590 4(a) 330 670 0 2"min. (a)7"w de members must be loaded from both sides. 15 .Non-Bearing Wall Above I (b)Design values apply to common bolts(grade 5 or higher) a Nail pattern for 3-piece member must occur on both sides. Use flat ashers each side and drill holes 1/2"dia. Solid block all posts from Staggered (c)All values in the table above maV be increased 15%for snow loaded roofs al 11/2" minimum end bearing length above to bearing below. 25%for non-snow roofs w here code allow a. Nail values may be increased by 15%for snow-load at all floor and roof details. 1-21/2"(8d)nail for Post Below Post Above roofs and by 25%for non-snow roofs where each joist flange Versa-Lam \ building code allows. Attachment at End LVL beam M e Member Connection Bolt Multi Member Connection Nail '_'*inq Panels at Interior Bean Post Load Transfer Rim Board LVL Header 0 in Exterior End Wall Support 9 -D 3-El------- _R9 F08 F19 1pi�mi 9 (F13- ------ F50 CF4 (F 13 C�_ N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. Post Above& Below Zp Lu LU Lli LU UJ 0 > uJ Z < UJ UJ IM 0 Z �IMMrrn'� V"" V"�s�' Notes: D 3(4) Attic/Roof Shop drawings,.typical details Framing Schedule-Nominalized and framing plans, outlining Tag Qty Description Length Installation procedures and unit DB7(2) B1 0?100 F)F Identification marks,shall be submitted for approval by the project architect and/or engineer. B3(2) Exact quantities and lengths are 1-3/4' x 9-1/2''VEk:DH-LkIjVi s i JU iu U the responsibility of the contractor. DB7 6 Dimensional hdr by other 4'0" Contractor is to verify all beams DB7(2) and joists at their exact locations. The floor system (I Joist, LVL) are W designed for floor loads only. Roof loads from rafters, bracing, and beams must bear on exterior walls and interior walls with bearing DB7(2) straight through to a footing. Any roof loads carried by the floor system must be so indicated on the framing plan submitted to us for take-off. Product to be stored, handled and Installed in accordance with manufacturer's recommendations. 131 DR1 r U) Cl) 0 t5 0 CU N0 L) ICU 0 E 0 Cu Co Attic/Roof < >' C6 C5 0) •C: C5 3/8 - 1 -0 o��`�b 3/�aOZ 0 0 This layout is for material placement only. BIC FRAMER@ 6---- - -- SCALE: 1/4" = 1'-0" A3 Refer to project arch itect/eng i neer's stamped DATE: 4/17/2008 �� plan for specific engi neeri ng . BY_—b __- bc FILE: West Barnstalbe Co WhittierENG I DWG: SHEET: 3 / 3 ist Saved Date: 4/22/2008 10:25 AM 'int Date: 4/22/2008 11 :05 AM