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0119 GOVERNOR'S WAY
I dal( TOWN OF BARNSTABLE,BUILDING PERMIT APPLICATION Map 5; Parcel 5 Application # QS Health Division Date Issued Conservation Division w ` Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic OKH Preservation / Hyannis Project Street Address lq WWI Village Ownerft�nged ma=rlef S+o 1+J Address GD f S Telephone d oc)7 Permit Request `E-h r a-� `t Z� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District R I" - Flood Plain L Groundwater Overlay Project Valuation ( I Construction Type Lot Size 0 8F Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family. Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes a� o On Old King's Highway:L24es ❑ No Basement Type: ❑ Full WGrawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existingA new Total Room Count (not including baths): existing new First Floor Rgom Coup;t Heat Type and Fuel: IaYN s ❑Oil ❑ Electric ❑ ther Central Air: ❑Yes o Fireplaces: Existin New Existing wood/coal stave: @Yes ®'No 0. Detached garage: ❑existing U new size_Pool: ❑existing ❑ new size _ Barn U existing ❑ new size_ LO a. Attached garage: ❑ existing U new size Shed: ❑ existing ❑ new size _ Other lug _ N rn Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Nfme �1AN4 &Mr =j t uJc h� ? "1L v�_ Telephone Number a`i `` 7 Address ID9 f(_ IVBCc��,�. 5 License# ashs& YhR «a1,(41411 Home Improvement Contractor# Worker's Compensation # Dd 1��O Ill ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKENz&. o�1C� fcYlY F^� / v SIGNATURE DATE FOR OFFICIAL USE ONLY APPLICATION# '3 DATE•ISSUED MAP/PARCEL NO: } ADDRESS i VILLAGE OWNER i k. DATE OF INSPECTION: t 4 FOUNDATION Mao k -7 tilt( iPlo►cl(c— FRAME ,y INSULATION J FIREPLACE , ELECTRICAL: ROUGH FINAL 4/ s r } PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 2 , DATE CLOSED OUT ASSOCIATION PLAN NO. 3 Town of Barnstable • seaxsres�. • Regulatory Services 059. 6 Thomas F.Geller,Director Building Division Thomas Perry,CBO 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 ABuilder L -ej /� ,as Owner of the subject property hereby authorize i 04e, Ciir i to act on my behalf, in all matters relative to work authorized by this building permit application for. i (Address of Job) Signature of er E5ate C:/ Print Name QAWPFILESTORMSUilding permit forms\EXPRESS.doc Revise020108 l THXr, . Town- of Barnstable Regulatory Services '` gc Thomas F. Geiler, Director rttoBuilding Division h Thomas ferry, CBO, Building Commissioner r, \ 200 Main Street, Hyannis,MA 02601* C lJ WW' .town.barns-ab]a.rna.us 'Officec 508-862-4038 Fax: 508-790-623C PLAA REVMW Owner: 57`a 7- t-S Map/Parcel: Project Address ARV ��o&S Builder The following item were noted on reviewing: i L V L S p ,C N �b�� �-T-S �'L fZ C.00,1 V `l•76 �1 Reviewed by: Date:_--fir— 1 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Engineering & AS*'Resign Co., Inc. 119 Governor's Road Project No.2011-166 . Barnstable MA 02632 June 15,2011 (Stott Garage Breezeway Addition) Q Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust).................................................................. .................................................110 mph Q 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 s 2 stories Q RoofPitch ..........................................................................(Fig 2) .............................................10:12<_ 12:12 Q MeanRoof Height ......................:.......................................(Fig 2).................................................. 14 ft <_33' Q BuildingWidth,W...............................................................(Fig 3).................................................. 24 ft <_80' Q BuildingLength, L .........................................................:....(Fig 3).................................................. 30 ft <_80' Q Building Aspect Ratio(L/W) ...............................................(Fig 4)................................................... 1.25<_3:1 Q Nominal Height of Tallest Opening2 ...................................(Fig 4).......................................................8,:5 6,8„ Q 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ Q 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete .............................................................................................................................. Q 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8" Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........................................(Table 4).......................................................24 in. Q Bolt Spacing from end/joint of plate ............................(Fig 5)...........................................12 in. <_6"-12" Q Bolt Embedment—concrete.........................................(Fig 5).....................................................7 in. >7" Q Plate Washer...............................................................(Fig 5)......................... 3"x 3„x W , 3"x 3"x W Q 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)..............:...:................. Q Maximum Floor Opening Dimension...................................(Fig 6).........................................................ft<_12' Q Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Q Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)............................................1ft Allowed<_d Q Maximum Cantilevered Floor Joists - Supporting Loadbearing Walls or Shearwall................(Fig 8)...........................................a 1ft Allowed<_d Q Floor Bracing at Endwalls...................................................(Fig 9)................................ ........................... .....:... Q Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)...................T&G WSP Q Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55)...........................W in. Q Floor Sheathing Fastening.................................................(Table 2).............8d nails at 6 in edge/12 in field Q t AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 cMR 5301.2.1.1)1 d ® Engineering & Design Co., Inc. 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5).............................8 ft 6<_ 10' Q Non-Loadbearing walls................................................(Fig 10 and Table 5).............................8 ft 6<_20' Q Wall Stud Spacing ........................................................(Fig 10 and Table 5).....................16 in. s 24"o.c. . Q Wall Story Offsets ........................................................(Figs 7&8).....................................1ft or less <_d Q 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)............................................2x6-8 ft 6 in. Q Non-Loadbearing walls................................................(Table 5)............................................2x6-8 ft 6 in. Q Gable End Wall Bracing Full Height Endwall Studs............................................(Fig 10).................................................................. Q WSP Attic Floor Length................................................(Fig 11).................................Full Attic Floor ZW/3 Q Gypsum Ceiling Length(if WSP not used)...........................(Fig 11)..................................Full Ceiling ft>_0.9W Q and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).............................................................. Q 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).........................................6 ft Q Splice Connection(no.of 16d common nails)..............(Table 6)............................................................12 Q Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Tables 7).............................................3 Per Stud Q Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Table 8)...............................................3 Per Stud 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' Q SillPlate Spans ........................................................(Table 9)...........................................6ft 0 in.<_11' Q Full Height Studs no. of studs ............. T .....................................3 Q 9 ( )........:.........,... ( able 9)......................... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)........................................ 9 ft 0 in.<_ 12' Q Sill Plate Spans...........................................................(Table 9)..........................................3 ft 0 in.<_12" Q 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 Openingz ..........................................................................6'8"<6'8" Q Sheathing Type..............................................(note 4)...............................................CDX/WSP Q Edge Nail Spacing.........................................(Table 10 or note 4 if less)..............................4 in. Q Field Nail Spacing..........................................(Table 10).....................................................12 in. Q Shear Connection (no. of 16d common nails)(Table 10).............................................3 Per Foot Q Percent Full-Height Sheathing... Right... (Table 1.0)................ (31% Required)(75%Available) Q AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance('780 CMR 5301.2.1.1)1 AS Q Engineering & Design Co., Inc. Maximum Building Dimension, L Nominal Height of Tallest Opening2.................................................................. 6'8" <_6'8 Q SheathingType..............................................(note 4)...............................................CDX/WSP Q Edge Nail Spacing..........................................(Table 1.1 or note 4 if less)..............................4 in. Q Field Nail Spacing..........................................(Table 11).....................................................12 in., Q Shear Connection (no. of 16d common nails)(Table 11).............................................3 Per Foot Q Percent Full-Height Sheathing.........Front....(Table 11).......... (28%Required)(50%Available) Q 5%Additional Sheathing for Wall with Opening>6'8".(Design Concepts) ................................... Q Percent Full-Height Sheathing... Rear.... (Table 10)..............(21%Required) (80%Available) Q Wall Cladding Rated for Wind Speed?............................... ......11O MPH Q ............................... ........................................... 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool, see BBRS Website) Q Roof Overhang ................................................... (Figure 19)......1ft or Less<_smaller of 2'or U3 Q Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)..............................................U=269 plf Q Lateral.............................................(Table 12).................... ..........................L=176 plf Q Shear...............................................(Table 12)................................................S=77 plf Q Ridge Strap Connections, if collar ties not used per page 21... (Table 13)..................................T=197 plf Q Gable Rake Outlooker......................................... (Figure 20)......1 ft or Less<_smaller of 2'or U2 Q Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)...............:............,.................U=2081b. Q Lateral(no. of 16d common nails)...(Table 14)........................................L=208 lb. Q Roof Sheathing Type.................... (per 780 CMR Chapters 58 and 59) .......................CDX/WSP Q Roof Sheathing Thickness........................................... ...............................................5/8 in. >_7/16"WSP Q Roof Sheathin Fastening g ...........................................(Table 2)..............................8d(6" Edge 6" Field) Q AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 cMR 5301.2.1.1)' d Q Engineering & Design Co., Inc. 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 WREN THIS EDGE REM ON FRAMING UWSd NAILS AT6br- Q -.-.-r.------rr---- --- 1 I w i 11 54 11 11 11 / 1 1 FI 11 Ir r I I 11 I I I I r 1 11 11 II S 1- 1 1 U 1 11 .[ m ul 1 I r m 11 I r a + 1 FRAMING MEMBER$ 1 EDGE RdTERMEDIAT£ ;- II mry h 1"I � a � � •I W 1 it MIN.8" 1 1 LU I I 11 r Ili [ 1. 1 1 1 d ------- �. - - -.....ice -1--- II H 1 IL r is i i i STAGGERED 3'MNJ [ W 11 r 1 t I NAIL PATIERN 3 PAfIEL [ r I "' t l - r 11 111 1 1 -�+ - tiles PANPLEDGE -t! DOUBLE NAIL EDGE SPACINGDETAL WILIELE EDGE --- NAILSPACWG !i PAtiEt_ - `J 4 Detail Vertical and Horizontal Nailing See Detail on Next Page for Panel Attachment Vertical and Horizontal Nailing for Panel Attachment r Engineering & NAILING SCHEDULE ASA P)Design Co., Inc. UNLESS OTHERWISE STATED,SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES.BOX Suite Three - East Grove Street - Route 2s AND PNEUMATIC NAILS OF EQUIVALENT DIAMETER AND EQUAL OR GREATER LENGTH Middleborough, MA 02346 TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE NOTED. JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING COMMON NAILS BOX NAILS ROOF FRAMING BLOCKING TO RAFTER(TOE-NAILED) (2)8d (2)10d EACH END RIM BOARD TO RAFTER(END-NAILED) (2)16d (3)16d EACH END WALL FRAMING TOP PLATES AT INTERSECTIONS(FACE-NAILED) (4)16d (5)16d AT JOINTS STUD TO STUD(FACE-NAILED) (2)16d (2)16d 24"o/c HEADER TO HEADER(FACE-NAILED) 16d 16d 16"o/c ALONG EDGES FLOOR FRAMING JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) (4)8d (4)10d PER JOIST BLOCKING TO JOIST(TOE-NAILED) (2)8d (2)10d EACH END BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) (3)16d (4)16d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) (3)16d (4)16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE-NAILED) (3)8d (3)10d PER JOIST BAND JOIST TO JOIST(END-NAILED) (3)16d (4)16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) (2)16d (3)16d PER FOOT ROOF SHEATHING (WOOD STRUCTURAL PANELS) RAFTERS OR TRUSSES SPACED UP TO 16"o/c 8d 10d 6"EDGE/6"FIELD RAFTERS OR TRUSSES SPACED OVER 16"o/c 8d 10d 4"EDGE/4"FIELD GABLE ENDWALL RAKE OR RAKE TRUSS 8d 10d 6"EDGE/6"FIELD WITHOUT GABLE OVERHANG GABLE ENDWALL RAKE OR RAKE TRUSS WITH 8d 10d 6"EDGE/6"FIELD STRUCTRUALOUTLOOKERS GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS 8d 10d 4"EDGE/4"FIELD CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS --- 7"EDGE 110"FIELD WALL SHEATHING WOOD STUCTURAL PANELS -STUDS SPACED UP TO 24"o/c 8d 10d 6"EDGE/12"FIELD Y"AND 232"FIBERBOARD PANELS 8d' -- 3"EDGE/6"FIELD Y"GYPSUM WALLBOARD 5d COOLERS -- 7"EDGE/10"FIELD FLOOR SHEATHING (WOOD STRUCTURAL PANELS) 1"OR LESS 8d 10d 6"EDGE 112"FIELD GREATER THAN 1" 10d 16d 6"EDGE/6"FIELD CORROSION REISISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK IBC FOR ADDITIONAL REQUIREMENTS. v REScheck Software Version 4.4.1 Compliance Certificate Project Title: Tim Gray Building & Remodeling Energy Code: 2009 IECC Location: Barnstable,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 315 deg.from North Conditioned Floor Area: 170 ft2 Glazing Area Percentage: 6% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 119 Governor's Road Tim Gray Building&Remodeling Colony Insulation,Inc Barnstable,MA 68 K Nicoletta's Way 28 Jonathan Bourne Drive Mashpee,MA 02649 Pocasset,MA 02559 508-477-3364 508-563-6049 Compliance:1.0%Better Than Code Gross Cavity Cont. Glazingl UA Assembly Area or R-Value R-Value or D.. Perimeter- LI-Factor Ceiling 1:Flat Ceiling or Scissor Truss 170 38.0 0.0 5 Wall 1:Wood Frame,16"o.c. 120 21.0 0.0 5 Orientation:Front Window 1:Wood Frame:Double Pane with Low-E 8 0.290 2 SHGC:0.50 Orientation:Front Door 1:Solid 18 0.290 5 Orientation:Front Wall 2:Wood Frame,16"o.c. 80 21.0 0.0 4 Orientation:Back Window 2:Wood Frame:Double Pane with Low-E 16 0.290 5 SHGC:0.50 Orientation:Back Wall 3:Wood Frame, 16"o.c. 96 13.0 0.0 8 Orientation:Left Side Wall 4:Wood Frame,16"o.c. 112 21.0 0.0 5 Orientation:Right Side Door 2:Solid 18 0.290 5 Orientation:Right Side Floor 1:All-Wood Joist/rruss:Over Unconditioned Space 170 38.0 0.0 4 Furnace 1:Forced Hot Air 85 AFUE Compliance Statement. The proposed building design p p p u des described here is consistent with the building plans,specifications,and other 9 9 9p p , calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title:Tim Gray Building&Remodeling Report date:06/14/11 Data filename:C:\Documents and Settings\JUNE.colony\My Documents\REScheck\TimGrayBldg-6-14-11-GovrRd-Barnstble.rck Page 1 of r REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 2:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 3:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: ❑ Wall 4:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.290 Comments: ❑ Door 2:Solid,U-factor.0.290 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-38.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:85 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Project Title:Tim Gray Building& Remodeling Report date:06/14/11 Data filename:C:\Documents and Settings\JUNE.colony\My Documents\REScheck\TimGrayBldg-6-14-11-GovrRd-Barnstble.rck Page 2 of Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. • Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: Ll All ducts not completely inside the building envelope are insulated to at least R-6. Duct Construction and Testing: I] Building framing cavities are not used as supply ducts. ❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). All ducts and air handlers are located within conditioned space. Temperature Controls: At least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: ❑ Heated swimming pools have an on/off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Project Title:Tim Gray Building& Remodeling Report date:06/14/11 Data filename:C:\Documents and Settings\JUNE.colony\My Documents\REScheck\TimGrayBldg-6-14-11-GovrRd-Barnstble.rck Page 3 of Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. ❑ Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Other Requirements: ❑ Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title:Tim Gray Building& Remodeling Report date:06/14/11 Data filename:CADocuments and Settings\JUNE.colony\My Documents\REScheck\TimGrayBldg-6-14-11-GovrRd-Bamstble.rck Page 4 of 4 2009 IECC Energy Efficiency Certificate Ceiling/Roof 38.00 Wall 13.00 Floor/Foundation 38.00 Ductwork(unconditioned spaces): Window 0.29 0.50 Door 0.29 NA Forced Hot Air Furnace 85 AFUE Water Heater: Name: Date: Comments: �t Lri a u l� If e i Cl i c j N r C, i i 1 1 d ix Century Wooden Attic Ladder- 250 LB Rated-Fire Rated Door Page 2 of 3 t! � 0F.vffFAb HERE ARZ CENTLORV WI"plitATTICtAbo swrro RIM RATTED DOORS " tZ.0 nul.iasR V - v 000 2So PouMn CAPacm ;rolosuawanu.1 +11e* ..•+< SEalT Up Wittl Confidence alelty.sat�y.value.Dunn eenbry5 vvtr0eorwoou sbrtea..you get ulbadepelxIaMtordegefa asysMet are big an maures,et an anaaaae cost Cm*m tad dt tan. *ad aor111ai11 yellow pine 9areip&-W eaennlh W4 ! YraoNnam !__ rylary,Ines etatWetr rss s 2504b:loan rtst9.¢amo taro ---- tolllurirs uaer-eRlUStBMe rod MR J-WR leQMIM awns ywub eomv aAust Your doorP"VAN me etidrvay b ea{i�Oaa1.Wnh aR aster Dlddtrab an nre IRaliK You must ba In yotr aRk.omen a mvM door, star dalgerouSlY puR out ins eprMp b matte the a0mirrlent.The trolled tandral and enenadpe StIft . aimee vie appoinintoand30Weantebatgtarc'feato our W"dw Eta s beram reav stall kip: • A U nd Iatirg ar 2M 10S.wim IMDPenent Cedreatlon • 1•xd'9lepsandsnlet • 3118'Lsitla Rode • Land-IAWnD ZMt-geied SIM Hand PowerMns • FulIAM M Plaw Wge nn•►er•••o. • TnhobDaagn • Sww Plywood Door • Falty AtaerrDled aid Readyto halal Film RAT ILD DOOR MOOfiL NLW7aD9 ALL END WnM AN"P' BCr83F MOda € Model-tBtlUrypel Rough Finlelled i deerante i Oe1R1g: ma i s*vi s tAlrelnA I gereaxe;l0ea f OOde l ODeHrg i Ceaarad hetMtea {Me ; aa1; ttaa ?1baa0 1Mnd9a1.._.—EGA�-..Wood t2a t4x18i..23'wt 20`hr dB.; y i�xd't xdx is Na' sd 3' 6a• 6T 2SO s ecta9; Woos i22 w:Jm. 1Y Ba' .. ,.-._.,.._.. _.. ...._.,......._�._.::_.._-.{....._......_ `1 x1 x li 12 Se' aQ' ; tea` 22 x at B 280 Wadeaf :BE'I�}. view..` X i 2a w x F2._.. 17'..._._. 8°.41 x d_�I x e Y t!BtB:-..6+y' R�.__�._._.._. -•--.•_-.-.-.•__-_._ !._..__—. lob'' ita;txaMti6ill� t16" ' 79'._,;,i:50. vltdam °...... .._.. t ...._._._..._.._._..._._. Ntndlor € t89 tx000 26 K x da i as a x B7 air b'9, 1 x d t x d x t8 1rL at• 85' Wlndpr +96-1 ! Oy Wa 128t4xad;29Xxer1E �' : 10d' . 1xdStxaxtBtlR W Treated Fire Retardant Plyw»ed Door Panel.The Pllmouord npuemn Is avallobla on any attic stairway manufactured by Century Industries. Inc. The Pireouard consists of a r8tnm thick plywood panel:pressure trsatbd In seeordanee with the conditions outllrwd In the American Wood Praaetvel7 Aaeaeistion (AWPA)StanHant C-20 for 1Mmber and/er C-2790r plywood_ Flr*Guard panels corn*with Underwvlters L.aboradorlsm Stamp■IQnHylnp a PR-a rsttnp oertlryiny a 25 or less dame spread and;emeke develetped value, when I In aecordsnaa with(UL 72S).(ASTM tm-an).(NFP^266)and (L16C Standard Na,4at-1)-tuctsnd ed 30-minute test. The Plreduard option can be ock ad to,any,Century model and/or combined with Thermo Bhlvtd insulation pant with any model.Flrot3uand models arc denoteo with■uttlx-P-appsed 110 rtwdvl cods(I.e.. BE-900F). . DETERMINE ROUGH OPENING SIZE I DETERMINE CEILING HEIGHT, PROJECTION&LANDING SPACE • DETERMINE MODEUREAD SIZE AND LOAD CAPACITY {{ •a1n I� http://www.atticladdersplus.com/productDetails.do?productlD--6952&categoTyID=540 6/22/2011 r e 3 of 4 Century Wooden Attic Ladder- 250 LB Rated-Fire Rated Door Page Click for are d9181S Wooden Attic Ladder by Century-250 Pound Rated-Fire Rated Door YOUR CHOICE - DELIVERY INCLUDED OR CPU AT OUR BRANCH *For Customer Pickup Locations: Chicago 245 E Adele Court,Villa Park.IL 60181 New York/New Jersey 99 Grand street suite 20,Moonachie,NJ 07074 Cincinnati/Dayton 4726 Port Union Rd., Hamilton,OH 46011 Minneapolis/St. Paul 8437 University Ave.NE,Spring Lake Park,MN 55432 Baltimore/Washington D.C.10611 Iron Bridge Road,Jessup,Maryland 20794 Dallas/Ft. Worth 3320 Roy Orr Blvd,Grand Prairie,TX 75060 Atlanta 6090 Peachtree Industrial Blvd,Norcross,GA 30071 Califomia(LA) 2913 Saturn St.unit I Brea,CA 92821 Folding Stairways Instruction Manual Item 4 Item Name Our Price Qty Weight AAP� Adjustable Pull Down Pole Kits for Attic Ladder(click on $35.64 Each 0 3.00 Ibs "click for more details for picture") The Installation Finishing Kit For 22112"x 54"and 26112"x ABK 64"models only#ASK(click on"click for more details to $29.29 Each 0 0.00 Ibs see") BC 83F Century BC-6 -8 3F Wooden Attic Ladder25.6"x 48"7' '3"HT. $212 44 Each o 53.00 Ibs Range-250 Lb Rated,FIre Rated,Delivery Included Century BC43F Wooden Attic Ladder 25.6"x 4B"r-8'3"HT. BC-83F-CPU Range-250 Lb Rated,Fire Rated,Customer Pickup*May, $129.65 Each 0 53.00 Ibs Include additional tax charge. BCT-83F Century BCT-83F Wooden Attic Ladder 22.6"x 48"T-8'3"HT. $212 44 Each .0 50.00 Ibs Range-260 Lb Rated,Fire Rated,Delivery Included Century BCT-83F Wooden Attic Ladder 22.5"x 48"7'4113"HT. BCT-a3F-CPU Range-250 Lb Rated.Fire Rated,Customer Pickup`May $128.84 Each 0 50.00 Ibs Include additional tax charge. BE-100F Century 8E-100F Wooden Attic Ladder 10'x26.8".230 Lb $221.59 Each 0 58.00 Ibs Rated,Fire Rated Delivery Included Century BE-10OF Wooden Attic Ladder 10'x25.6"•260 Lb SE-10OF-CPU Rated,Fire Rated,Customer Pickup*May Include additional $138.69 Each 0 58.00Its tax charge. BE-89F Century BE49F Wooden Attic Ladder 'x25.5"-250 Lb Rated, $213.11 Each 0 55.00lbs Fire Rated,Delivery Included Century SE-89F Wooden Attic Ladder 8'x25.5"-260 Lb Rated, BE-89F-CPU Fire Rated,Custon r Pickup"May include add{tlonaltax $129.56 Each 0 55.00lbs charge. BET-10017 Century BET-100F Wooden Attic Ladder 10'x22.5"-250 Lb $220 82 Each 0 56.00 Ibs Rated,Fire Rated,Delivery Included Century BET-100F Wooden Attic Ladder 10k'22.5"-250 Lb BET-100E-CPU Rated,Fire Rated,Customer Pickup"May Include additional $137.86 Each 0 55.00lbs tax charge. BET-89F Century BET-89F Wooden Attic Ladder 8'x22.5"-250 Lb $212.36 Each o 53.00lbs Rated,Fire Rated,Delivery Included Century BET49F Wooden Attic Ladder 8'x22.5"-260 Lb BET-89F-CPU Rated,Fire Rated,Customer Pickup*May Include additional $128.74 Each 0 53.00 Ibs tax charge. http://www.atticladdersplus-coin/productDetails.do?productID=6952&categorylD=545 6/22/2011 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 6 'Parcel} Application # U �� Health Division��'Z/� Lt Date Issued < < �k l� c� Conservation Division Application Fee S� Planning Dept. Permit Fee is ( r 7 Date Definitive Plan Approved by Planning Board Historic - OKH _Preservation/Hyannis Project Street Address I I q aOVer nor .:5 WAY Village ,W.?Jarnt4Abl e Owner i chae 1 M 4rggv-d 3+Qtt3 Address. P.0." 1034 &1-Hi/1t LI Y Telephone 0/0&7 Permit Request VeAIQ&e_ tW WinLIov) (/1 - LQ/ L6Un` ck- 10 X 18 j2resure. -fi-&dt 1 I cLmber cun-i �eunen�- �u.be� � cued ewsh�, C�X$'-t-n C1 e�r�n�a..� wr��►/���►�r' Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type hgj, Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 3LP Historic House: ❑Yes �lo On Old King's Highway: iy 'es ❑ No Basement Type: alF�ull ❑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: J existing —new Total Room Count (not�including baths): existing new First Floor Room Count Heat Type and Fuel: d'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 Wew-,-size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ XP N d° Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use co APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name liiic 1 ��el hone umber,50t4]1-, 3(Dq Address tn& NIl Gobs License # Of i IQl�.Q1l. � oi Home Improvement Contractor# Worker's Compensation # o240du 2 143q z) ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN ar�i ic,ti��rn SIGNATURE ` DATE FOR OFFICIAL USE'ONLY APPLICATION# . DATE ISSUED r MAP/PARCEL NO. ADDRESS i a ` VILLAGE OWNER ! ; DATE OF INSPECTION: FOUNDATION 0(<— (`c�-"�-F-,"O '•�� �j FRAME ��— 8(C C" _�_ b KD INSULATION ; FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH - FINAL FINAL BUILDING j DATE CLOSED OUT " ASSOCIATION PLAN NO. ` OFtHEIp�' Town of Barnstable Regulatory Services v$"�B�' Thomas F.Geiler,Director �AIEo;pcA�� 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 as Owner of the subject property hereby authorize r ci�� /` to act on my behalf, in allimatters relative to work authorized by this building permit application for: (Address of Job) r Signature of er lire it Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. l Q:FORMS:O WNERPERMISSION apSHe t� Town of Barnstable P y� Regulatory Services Y t w sAxwsTAsr e, Thomas F. Geiler,Director MASS. �p 0.19• Building Division TFD MA't 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 home phone# work phone# CURRENT MAILING ADDRESS: 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 pemut. (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 Arith 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&Regulaiions for Licensing Construction Supervisors,Section 2.15) This lack of'awareness often results in serious problems,particularly y 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 .. f 4 1 AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 0 Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. ................................................ 110 mph WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story)_J_stories <_2 stories RoofPitch .........................................................................:.(Fig 2) :..........................................r <_12:12 Mean Roof Height ..............................................................(Fig 2)............... ............................... ft 5 33' Building Width,W ...............................................................(Fig 3)................................................ Xv ft s 80' Building Length, L...............................................................(Fig 3).................................................=ft <_80' Building Aspect Ratio(LAM ......... .....................................(Fig 4).................................................,�.... _<3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4)................................................ 2' <_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..................................................................................... ......................................... ConcreteMasonry .................................................................... ............................................................... 2.2 ANCHORAGE TO FOUNDATION'" 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ...........................................(Table 4)............................................... S in. Bolt Spacing from endfjoint of plate.............................(Fig 5).................................... in.<_6"—12" Bolt Embedment—concrete.........................................(Fig 5).................................................,2 in.z 7" Bolt Embedment—masonry.........................................(Fig 5)............................................ in.?:15" Plate Washer................................................................(Fig 5)..............................................>:3"x 3"x'/4" 3.1 FLOORS Floor framing member spans checked ..:............................(per 780 CMR Chapter 55)................................... Maximum Floor Opening Dimension...................................(Fig 6) ................................................:_ft:5 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................—ft <_d Maximum Cantilevered Floor Joists ' ' Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................... ft 5 d FloorBracing at Endwalls....................................................(Fig 9)................................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)............................. .. Floor Sheathing Thickness .................................................(per 780 CMR Chapter 55).......................�in. Floor Sheathing Fastening..................................................(Table 2)..,d nails at--r—in edge/14- in field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... S' ft <_10, Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... P" ft 5 20' Wall Stud Spacing .......................................................(Fig 10 and Table 5)................... /� in.<_24"o.c. Wall Story Offsets ........................................................(Figs 7&8)............................................—ft <_d 4.2 EXTERIOR WALLS' Wood Studs s ,) Loadbearing walls.........................................•..............(Table 5)..............................2x b! -7 ft o' in. j Non-Loadbearing walls................................................(Table 5)..............................2x%-Z ft P in. Gable End Wall Bracing' T Full Height Endwall Studs.........................:..................(Fig 10)................................................................. I" WSP Attic Floor Length................................................(Fig 11)............................................. ft>_W/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................ ft>!0.9W _ and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)............................................................. 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 Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)...................................._ft Splice Connection(no.of 16d common nails)..............(Table 6)........................................................._ r s AWC Guide to Wood Construction in High Wind Arens: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 Cmx 5301.2.1.01 Loadbearing Wall Connections Lateral(no.of 16d common nails)...........................:....(Tables 7)..................................................... Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Table 8)....................................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9).................................. ft in.<_11' Sill Plate Spans ........................................................(Table 9)......:........................... ft Full Height Studs (no.of studs)................:...................(Table 9)....................................................... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans........................:....................................(Table 9).................................. ft_in.512' Sill Plate Spans...........................................................(Table 9).................................. ft in.<_12» Full Height Studs(no.of studs)....................................(Table 9)....................................................... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneous[y4 Minimum Building Dimension,lN Nominal Height of Tallest Opening2 ...... ............................................_<_6'8» SheathingType..............................................(note 4).....................................................F4,// Edge Nail Spacing.........................................(Table 10 or note 4 if less)........................4 in. Field Nail Spacing..........................................(Table 10)..................................................11 7-�ii�n. Shear Connection(no.of 16d common nails)(Table 10).......................................................1Q' Percent Full-Height Sheathing.......................(Table 10)....................................................g's 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Maximum Building Dimension, L Nominal Height of Tallest OpeningZ.........................................................................7W<6'8» SheathingType..............................................(note14)::.................................................... Edge Nail Spacing.........................................(Table 11 or note 4 if less)........................ 4 in. Field Nail S acin able 11 ........................... P 9..........................................(T )...................... gym. Shear Connection(no.of 16d common nails)(fable 11)......................................................._ Percent Full-Height Sheathing.......................(Table 11).................................................... S_.i'% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).................... Wall Cladding Ratedfor Wind Speed?.............................................................. ............................................................... 5.1 ROOFS Roof framing member spans checked?........................(For Rafters use AWC Span Tool,see BBRS Website) _�— Roof Overhang ...................................................(Figure 19) ............. ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls 'Proprietary Connectors Uplift................................................(Table 12)............................................U= plf Lateral.............................................(Table 12)...............................:.............L=t-plf Shear...............................................(Table 12)............................................S��_plf r Ridge Strap Connections, if collar ties not used per pa a 21 . (Table 13)...............................T= plf Gable Rake Outlooker......................................... agure 20)............._ft<_smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Wall Proprietary Connectors Uplift.................................................(Table 14)............................................U lb. Lateral(no.of 16d common nails)-...(Table 14).......................................L= lb. Roof Sheathing Type.............................. ...................(per 780 CMR Chapters 58 anq 59) ............ Roof Sheathing Thickness........................................... ............................................. 2,"in.>7/16»WSP Roof Sheathing Fastening............................................(Table 2).................................... .................... Notes: - v 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. ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: T h Site Address: 11 q Golicr�vGr� print Town: �i�/"/v'S✓/�i4�fi Applicant Phone: rok- 0177-3 3 6 el Applicant Signature: Date of Application: /Z�Od" NEW CONSTRUCTION: choose ONE of the following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab Option 1: Basement P Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value Wall R-Value R-Value AFUE HSPF SI1R R-Value and Depth National Appliance Energy R-10, Conservation Act(NAECA)of 35 R-38 R-19 R-19 R-10 4 ft. 1987 as amended,minimums or greater as applicable Note: This form is not required if you choose either of the two versions of REScheck as.listed below. �. REScheck Version 4.1.2 or later variant software analysis must be completed ❑ Option 2: Y p (780 CMR 6107.3.2) REScheck-Web which can be accessed at http://www.energ`ycodes.gov/reschecl<J I ADDITIONS OR ALTERATIONS TO EXISTING-BUILDINGS OVER 5 YEARS OLD* a 1 *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b_a) �r SF 100 x Lj % of glazing (b) Glazing area equals.,14A' SF b a z If glazing is <;40%o use.the chart below. If glazin is>40% proceed to "SUNROOM" section I_ 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Ceiling and Slab Perimeter ❑ Fenestration Wall Floor Basement Wall U-factor Exposed floors R-Value R-value R-Value R-Value 1 R-Value and Dept .39 R-3 7 a R-13- R-19 R-10 R-10, 4 feet a 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). f SUNROOM-An addition or alteration to an existing building/dwelling unit where the total j glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the I addition. Note:. Owner to fill out Consumer Information Form (found in Appendix 120.P) LOT 17 CB FND S 70'34'44" E -10 97.97' 2 O M N LO O 7-- LOT 18 N 20,351 SF LOT 7 N _ CESSPOOL(J Lo to 0 CESSPOOL(0,11 Z 31.0' N r' PROPOSED LO ADDI T/ON t " 00 EXISTING EXISTING 3 HOUSE 10.2' HOT TUB REPLACE 0 EXISTING M DECK N 31.1' 0) V J 31.0' O `n L LOT 6 THE SEPTIC SYSTEM O LOCATION WAS DRAWN BASED ON INSTALLER'S SKETCH. '�\� 5 s , t t EXISTING STRUCTURES 10.61' (INCLUDED IN LOT COVERAGE N 64.33'20" CALCULATION) W NOTES: 1. HOUSE No. 119 GOVERNOR'S WAY 2. ASSESSORS No. MAP 258 PARCEL 057 3. ZONING DISTRICT: RF-2 Aso 4. FLOOD ZONE: ZONE C 5. BUILDING LOT COVERAGE EXISTING 6.9% THOMAS, JACKSON 6. BUILDING LOT COVERAGE PROPOSED 7.2% [ JNKER NO.32653BSS g �jJ / j' lL DESIGN °' v PROPOSED STRUCTURES. (INCLUDED IN COVERAGE CALCULATION) I CERTIFY THAT THE STRUCTURES ARE LOCATED ON LOT 18 AS SHOWN. LAND SURVEYING CERTIFIED PLOT PLAN CIVIL ENGINEERING LAND PLANNING PROPOSED ADDITION ' PREPARED FOR PROFESSIONA LAND SURVEYOR BSS Design, Incorporated M I CH AEL STOTTS 164 Katharine Lee Bates Rd 119 GOVERNOR'S WAY DATE: Falmouth Massachusetts 02540 508.540.8805 FAX 508.548.8313 BARNSTABLE, MASSACHUSETTS scale 1" = 30' date SEPT 24, 2008 drawn EJP job number 8122 dwg number P15-64 I . ..��� Town of Barnstable *Permit Pbo ��� 1AExpire , months from issue dote Regulatory Services Fe RARMAS : 2008 Thomas F.Geiler,Director Building Division �W gARNsTA'BLE Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.b atmt ab l e.m a.u s Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number 2s8/�7 Property Address 4 1 Q ny cy-no r-S Wa.�4 2V= Residential Value of Work � O(�i� Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address M rcl e l HQ�rgOxet S-H J Contractor's Name j=4:W 5a Telephone NumberSC)g q�-7 -W�pY Home Improvement Contractor License#(if applicable) �orkman's Compensation Insurance Check one: ❑ I am a sole proprietor s ❑ I am the Homeowner 0 I have Worker's Compensation Insurance Insurance Company Name �m F ft ,( w Ti-la Go. Workman's Comp.Policy# QWj tb (p 3qz Copy of Insurance Compliance Certificate must be on tile. r Permit Request(check box) nn VRe-roof.(stripping old shingles) All construction debris will be taken Jaw P1ri CL 3"t7)d ❑Re-roof(not stripping. Going over existing layers of roof) [j�r`Re-side maxtmum. �"e�61 *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License is required. SIGNATURE: Q:Forms:buildingpermits/express 2 Revised 13107 °FSHEr Town of Barnstable Regulatory Services * BARNSTABLE, MASS. Thomas F. Geiler,Director �p i639• �� lEo��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 as Owner of the subject property, hereby authorize to act on m behalf, —, Y in all matters relative to work authorized by this building permit application for: IN &6Y6Zr), r1-5 IAQ (Address of job) Signature of er D e Pfint Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORM&OWNERPERMISSION TOWN OF BARNSTABLE NAM 1639. a M Ar. BUILDING INSPECTOR elc V APPLICATION FOR PERMIT TO ........(./".zi.g.,w ......... ........................................... TYPE OF CONSTRUCTION ........-,a 0!� C `ram ........... /I .......... ...... :..................................... ..........ope—C....../.,;.............19.71 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ......../40--76.....41........ ......!({�iC�... ,................. r .. .!�` ��11/J ProposedUse ........ .............................................................................................................. Zoning District ....... z......'?....................................Fire District ...... .4/............................................. Name of Owner ZIL.44.0.4 4.4*tA d d r es s .........Rielirtwoo.". .Z4.4...... ..... Rat. 41, 01 Name of Builder Address ....17......../y Mg.;........S.......>000k.....�, ...... .. ..... I, ............... .............................. ..............Address ..................................................................................... Number of Rooms .......... ................................................Foundation ..../P...........;)0-- ...... Exterior .... 1110112-11.0.1..... ...Roofing .......40-lie 17.1,01;�.. .............................................. Floors .....?)y..4N.rri.... .......4044.1.......Interior ........ ✓..... .... .. ... ... ........ V 116� Heating ...doi-a...... ...............................Plumbing ...... ..................................................... Fireplace .......... ........................................................ApproximatF, Cost .........Z..* .......................... Difinitive Plan Approved by Planning Board -------------------—-----------19--------- Diagram of Lot and Building with Dimensions �, f ppOVIDING EID MF--TV'OD� SEWAGE j)j5?Oq" PROPOS 01 )VED WATER 4t AnD V)RAINAGE IS ,S -[OWN BOARD OF IV AGE 1100, L�C�1��'yD. 1NST�L� S`�S'E� �/ �S �� 4 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ... Stewart, Ray &.Deborah 14b o o ..........35.. Permit for .......one.............st.......ry......... M................. le..f y..dwellir .................... IN overnors Location ..............................�"�v.......................... I Barnstable i ............................................................................... Owner .............Pay & Deborah Stewart .. .......................................... f Type of Construction ........frame...................... ................................................................................ I Plot ............................ Lot ................ I i December 13 71 Permit Granted 19 Date of Inspection .......19 /A— Date Completed ......................................19 n PERMIT REFUSED , ...................................... ...................... 19 ............................................................................... ................................................................................ ............................................................................... ............................................................................... Approved .................................................. 19 i ............................................................................... ............................................................................... F -- i. sue. . y _ W _ Q-- . n . a , o r T777- 2 s o� (, 3,F4wcx:,— �l a �rrr In 7cb/e /Ya19S n. i o. O V O � � IMPORTANT ~ SMOKE DETEOTORS REVIEWED CARBON MONOXIDE ALARMS ANY CONSTRUCTIN'THAT INCREASES LIVING SPAC' . a MUST 8E INSTALLED PER BEYOND 1200 SQ. FT. PER LEVEL MAY REQUIRE W, BARNSTABLE BUILDING DEPT. MASSACHUSETTS BUILDING COL. INSTALLATION OF ADDITIONAL SMOKE DETECT i.S. DATE A NOTE: A SEPARATE PERMIT IS REQUIRED FOP THE FIRE DEPARTMENT B' INSTALLATION OF SMOKE DETECTORS-THE ELEC1 i;ICAL DATE PERMIT DOES NOT SATISFY THIS REQUI MENT. - E BOTH SI NATURES ARE REQUIRED FOR PERMITTING 4' /2' 3'-ID 1n' do a e.d by'JQ� c TOP OF WALL TO BE POLRED �HGH +� , V /T� •V TO ALLOW FOR NEW FLOOR FBI TO ALIGN W EXISTIN{5 FLOOR Vu�' BUILDODNDIS 5)VERIFY EXIST. II� a0,9 To v R cc DECK - --------- �ppr-y�a�,F`hE ."�� V �----- --- --- A ALIGN WALLS OPENIN6IN EXIST •.` D __ __ _ _______ _ \ .),'>• WALL FOR CRAWL ACCESS. O MILL°4 REBAR 4'IMO EX.LONL. 4 o GZ L SPACE`, tPa .�o�1"'B (SELURE�TEPDXY26RLUT;REBAR = 2'CONCRETE WSi LOVER TO PROJECT I]'MIN.IMO NEW CANC. Felt D-_NING 'Q WALL(FoonNb 1� BREEZEWAY oFF KITCHEN REMOVE EXISTING:;m R" F OLOR-REPLACE FV g CED OPENING F ___ _______ _ _______ __ �\ 31n' 3 2' yp 0 E%ISTIN6 IRT O E%15TIN6 GIRT O ExI5TIN6 61RT L„-p �y3�'' a -1 3/4'./- 2"�' i_________I 2r(WALL TO ALIGN _ _ __.' WMALE OF CHIMNEY , , ______ TO UP ND TV( '� 6• TO RAFTERS:SEE A/A2) FOLNDATION WALL TO ALIGN WITN EXISTING CH Ile, 1X4 MAHOGANY J- 'q �EXI5TIN6 HOUSE _ DEC FRAME' %6 IFLV`HH) (3)P.T.21(G(F 3/P.i. P.T.FRAMET EXI5TIN5 FOLNDATION WALLS P.T. _ i a.. I'd• 5'-4- 5'-4- V-1In'./-2'-21n' -- ---- --- '_�----- -------- - m PORCH � \\r, \ -- " - --- ------ ---- -- \ n s 4 4 4 \yA LIVING \ ' f __ A2 9.1 �e E E m / k\'\ A L P T.4X4 POS ON. Ix '0 'L� _______________________________ _______ ____________________ _I 10'DIA.CONCRETE TVBE m TO CAUL.T,, ON 2B'DIA.'BIGFOOi' o q2 Ix WRAP('i' u�u6 dL_ oio�co„� FOOTIN6 FIN.DIM) MAINTAIN 4'-0'MIN. J '� p' ai<6 o Y^' - 2 a� FROM GRADE TO iry �x \p u- w -e..- BOTTOM OF FOOTING _Q td 3 f +' N 4'-6• 4'-0- 6-4 In' FOUNDATION GENERAL NOTES, V 0 y 14'-10 I/1'•/- �y W -CONCRETE FROST WALLS TO BE IO'THICK � C LL A` ON 24'SI2'"I-E55 NOTED)CONTINXX5 - O u L CO NC.FOOTING W/KEY a EI6HT OF WALL {A O TO BE BASED ON&RAVE CONDITIONS OF4'-0' 5 TOPE TO��OMFOOT IN51;(2)- REBAR A TOP O (A ll -HI`VOS B XI]6 VEANIZED STEEL ANCHOR OINER SILL PB LTS � ��H��5 WALL/DEMO 4.(� L� a 0 A' 'OL.MIN AND 12'FROM CORNERS -6ARA&E SILL TO BE(3)2X65(LOPER SILL P T) W/ (n 0 5/0 X12'GALVANIZED STEEL ANCHOR BOLTS -ALL EXTERIOR WALL5 TO BE 2x&S•16' _______ F O U N D p A T 1 O N L A N 0 2'-O'OL.MIN AND 12'FROM 0ORNER5 O C.UNLESS NOTED OTNERWISE) BE REMOVEDDMS TO +✓r O ANCHOR BOLTS SMALL ENSA&E ALL RATES AND SCALE. 1/4- e 1-0- BE FASTENED W/3-X3-M/4'PLATE WIENERS -WINDOWS BY'NARVEY'VILON CLASSIC TNERE SHALL BE A MIN.OF 2 BOLTS PER SILL: SERIES FOR NEW CONSTRWTION(REFER TO EXISTING WALLS TO Q REMAIN WASHER TO SIT ON LF'PER SILL, F L O O R P L A N ELEVATIONS FOR WNTIN PATTERNS) —� NEW WALLS 2 i I1 T `- -6ARA6E SLABS TO BE 4'CONCRETE -� V M (3500 PSI)ON 6'WELL-6RADEO GRAVEL SCALE: 1/4" 1 -O" W COMP.TO 95%MAX ORY DENSITY;SLAB -BREEZEWAY ENTRY DOOR BY'THERMA-TRU' TO BE SOPED AFPROX.3"DOWN TO W DEMO NOTE5 Q OVERHEAD DOORS -REFER TO ELEVATIONS FOR WINW R O.HEIGHTS ABOVE'J16FLOOR EXISTING DASHED WINDOWS(WALLS TO BE REMOVED AND DASHED AS job no.: 1105 HEEDED OR REPLACEV AS NOTED. date 01_TUNE 2011 scale AS NOTED drawn: KMW rev. rev. a A- 1 O n ISSUED FOR CONSTRUCTION Ent I of 6 L , � V O A O � 1♦ � N L y EXISTING HOfJE NEW ADDITION rO ua _ v o V RIDGE VENT GAP C v OVER(U 13/4'%14' ``VL RIDGE ARD (IION-STRUCi 2xB LLG.JO15T5 s Ib'O.G.W/ I/2'6YP.BOARD ARCHITECTLRAL ASPHALT RIDGE VENT LAP g g'q• A N c ROOF SHINGLES(TO OVER(I) 3/4'%I4' 1 LVL ME BOARD MATCH EXISTING '-.4'-10 3/4' T'q• (NON-STRUGTJ P`2 RIDGE VENT GAP y E 5/8-Cox PLYWOOD 2X105 O 16"OL. O Y ARLHITECTUL 5 ASPHALT F SHINGLES 11 ROO To MATCH EXISTING) Ix RAKE MATCH V y IXb TTTBEAOBOARO B�/- 5/B'LDX PLY000D 1� - -- 12 (To HATCH EXIST) w CEILING ON 2X6 CLG. RHE1� 2%105 O 16'O.L. _ �4 ...... .... 2%b COLLAR TIES ARCHITECTURAL ASPWILT H 12 0 Ib"OL. 4� ALIGN FASCIAS7 - ROOF SHINGLE$TO (2) 3/4'X 51/2'LVL 3/4'T16 PLYWOOD 3/4'TIG PLYWOOD - ____ MATCH E%ISTING C (SOFFIT BEAM) cm TOP _— ALIGN FASCIA RATE O EREEZEWA ALIGN FASCIA PLATE O GARAGE.FASCIA .T .... ...._......_......_ ... ...._ W/170U5E fASLIA.................. W/110115E-FASLIA 2X0 US.JOISTS 2 16'LLG.JOISTS 11 16'CC.W/ Ib'OL.YV ❑ (t0 HATLN E%15TIN6) 18018 BED YV 2x LAP ' I/2'GYP.BOARD 5/8"FL.GYF.BOARD Ix5/lXb LORNERBOARDS ON 1X3 STRAPPING (3)2%6 HEADER 6 CEILING I WALLS i Q R-30 F6.IN5ULATION ON 2XIO5 0 Hb'O.C. WC.SHIN6LE5 C WG.SHINGLES ❑❑❑❑ WL.SHINGLES 4x4 POST WRAPPED T P BREEZEWAY _ V2'cox PLYWOOD 1/2'Wx PLYWOOD GARAGE [ 1 W/1X515'XS'FIN.DIM) 2x65 s 16'oL. 2xb5 s Ib'OC. >✓ 3/4'TIG PLYWOOD R-19 F6.INSULATION GARAGE SLAB$TO BE 4' ❑❑ ❑ 2X6 FLOOR ~' JOISTS O Ib'O.G. CONCRETE(3500 PS)ON y{.a� ON.GARAGE DOOR WITH IB455 BASE = R-I4 FG.INSV.ATION 6'RA&E RADED GRAVEL ❑❑ TRANSOM ABODE(PROM / E ABOVE IK8 WRAP Vi/2XB CANT.RIM SUB FLLR COMP.TO 45%MAX.DRY LTOWN MOLDING W/CPP O BREEZEYLAY DENSITY;SLAB TO BE 5LOFED a _FINISHED FLOOR AT AT MEAD CASING) V -- APPROx 3'DOWN TO FIRST FLCM(EXISTI OVERHEAD 0.'VR5 TOP OF Fo"D 40 (2)2X6 51 L OVER 51LL LI L-1 L—f Ll V /V/J, IX4 HLAHO6ANY i0 BE P.i)L 5 B'XI2'ANCHOR - - '— DOLTS O 4'q'oL. OECKI2 ON P.T 2xb ,A W/ %b P.i.BM. (TYPICAL) (3 2%6 SILL(LOWER SILL P.TJ IX4 IPE DECKING �� V J W�5/B'X12'ANCHOR ON P.T.fRAME CRAWL 4 BOLTS•a'q•OL. b axa r WRAPPED v E (TYPICAL) i i PO5 Jl' �'� Ny.lxS{S ,-Nx,pIM)------- _ _ ________ _____ _ _____ __ _____________ ___ _________ 10'GONCRETE FROST 'L L ________________________________________ 10'DIA.CONCRETE 2'LONCRETE OUST �__________________________ _______________�__________.____ -� ' LOVER(3CdOP5U HALL ON 24"X 12' TUBE ON 28'DIA. 5'-3 I/4' CONCRETE FOOTING IX4 VERTICAL IPE MI&FOOT'FOOTING FV KEY DECKING AT SIDES CL OF DECK YW I/4'MIN. D. LONCREIE FROST AIRSPACE;—SKIRT - K K ON 24'%12' ABOVE. 't CONCRETE FOOTING KEY SECTION A SECTION Es FRONT / NORTHWEST ELEVAT1 ON 5LALE: 114 1'-0 5LALE: 114' 1'-0" 5LALE. 1/4 1'-0' GENERAL ELEVATION NOTES ROOFING: ARCH TECTURAL ASPHALT NEW ADDITION EX15TN6 NOISE ROOF SHINGLES TO MATCH EXISTING —_ - '� _-66 oe�a--Qyy SIDING: WHITE CEDAR 5HIN E5 e NEW ROOF TO ALIGN �'n rvINDOW LASING: 1X5 JAMBMEAD CA51N6 w/2X SILL B WITH EXISTING ROOF u o-- - m DOOR LASING I%5 14M&4ffAD CASING A2 F-a�TZ m A (REFER TO DETAIL) �- - m -- A2 WL.SHINGLEs �`<d+ _ MAIN EAVE(TYP): ALUMINJM CURER ON IX FASCIA IN/IX SOFFIT W/CONT.1'WIDE EXISTING HOUSE PERT.BLACK VENT BY QJ 'COR-A-VENT'.DENTIL MOLDING ON IX FRIEZE ON ARCHITECTURAL ASPHALT I%BLOCKING TO MATCH EX15T. 12 IX5/1X6 LORNERBOARDS �I HATCH FX15EM - MAIN RAKEYRETURNS: 1X6 RAKE BOARD EXIST) / Q O ROOF 5I.I-s TO 12 4 RO MATLN E%15TIN51 �--1 ON IX BLOCKING. ARCHITECTURAL ASPHALT ROOF SHINGLES TO MATCH EXISTING V O AL16N FASCIAS LORNERBOARD5: I%5I"CARNERBOAIF � (�TO MATLN EXISTINSL PROVIDE C IX k BLOLKIN6 AT WALLS Q WITH FRIEZES) H-+ L N O HC.SHINGLES � - fa __________ O (� •� ON.GARAVE DOOR w1TH TRANSOM ABOVE(PROVIDE GROWN MOLDING W/LAP AT HEAD CASING) Q Rp5 !a i�-tTO-tr�-1 HE 1oS w (TO HATCH�EX155TTIN6) a , C: 0 v VI T 2W lN. LRE ONTE °'/O�T _ FINISHED FLOOR ATCu FIRST FLOOR�5T) Co TOP OF FOJNV. nn — � TOP OF FO1ND. . GlL_11�1�I Q job no.: 1105 date :____________________________________ ___________________________________________ ____ : : OI-NNE 2011 SCale : AS NOTED NEW drawn: KMW rev. REAR / NORTHEAST ELEVATION RI GHT / SOUTHEAST ELEVATION rev. SCALE: 114' . 1'-0' SCALE: I/4" 1'-O A-2 ISSUED FOR CONSTRUCTION snt 2 of & FIRST FLOOR FRAMING NOTES GARAGE SHEATHING ROOF FRAMING NOTES o V o � - FIRST FLOOR J015T5 TO BE - SHORT WALL SEGMENTS AT GARAGE - ALL DOOR OR WINDOW HEADERS - RAFTERS TO BE 2X10'5 @ 16" O.G. PANEL AND FASTENER REQUIREMENTS 's II 1/3" AJ5-20'5 @ 16" O.G.. DOOR OPENINGS TO INCLUDE ADDITIONAL IN EXTERIOR WALLS OR 2X6 BEARING UNLESS NOTED. SEE SCHEDULE IN "' t PROVIDE 1 1/4" OR 5/4" GDX PLYWOOD(VERT.) INSIDE WALLS TO BE (3) 2X6'5 W/ 1/2" PLYWOOD GENERAL NOTES FOR ACCEPTABLE - UNLESS NOTED BELOW,ALL FASTENERS SHALL CONFORM TO TABLE s 1 1/5" LSL,LVL,OR 056 RIM THE OVERHEAD DOOR WALL. PLYWOOD 5PA6ER5 UNLE55 NOTED. ALL HEADERS TIMBER SPECIES AND GRADES. 120.01 ON PAGES 1030 AND 1031 OF THE MASSACHUSETTS STATE ' IN INTERIOR 2X4 BEARING WALL5 TO BE JOIST BY SAME MANUFACTURER TO BE FASTENED TO BOTH SILLS AND BUILDING CODE. AS JOISTS. WALL STUDS W/SD RING SHANK NAILS (2) 2X6'5 W/ 1/2" PLYWOOD SPACERS - PROVIDE 2XIO MINIMUM LEDGER ON _ SPACED AT NO MORE THAN 6" APART UNLE55 NOTED. HEADERS SHOWN ON TOP OF SHEATHING FOR SUPPORT - PLYWOOD ROOF PANELS - 5/8" COX PLYWOOD,UNBLOCKED EDGES, " • '�° PLAN ARE IN THE WALLS BELOW THE AND CONNECTION OF RAFTERS AT - FOLLOW ALL MANUFACTURER'S FRAMING IN QUESTION. 8D NAILES @ 6" AROUND PERIMETER,SD @ 10" PANEL INTERIOR FIELD ATTACHED PORCHES RECOMMENDED DETAILS FOR OVERLAY FRAMING. s INSTALLATION OF JOISTS. - PROVIDE POSTING AT EACH END OF ALL - PLYWOOD FLOOR PANELS - 5/4" TX& C PLUGGED G PANELS, E POST CONNECTIONS TO FOUNDATION WALLS/ 5EAM5 AND AT OTHER LOCATIONS AS - RAFTERS SHALL BE TOENAILED TO WALL UNBLOCKED EDGES, 100 NAILS - PROVIDE BLOCKING USING SAME CONCRETE TUBES S5HOWN ON PLANS. ALL P05TS TO BE PLATES AND FACE NAILED TO CEILING MATERIAL AS JOISTS OVER ALL (3) 2X4 OR(3) 2X6 5TUD5 UNLE55 NOTED JOISTS AT 5UPPORT5 AND SHALL AL50 BE BEAMS EXCEPT FLUSH BEAM5 WHERE - PB44 OR PP64(12 GAUGE) STEEL P05T BASE ANCHORED FOR UPLIFT W/SIMPSON - PLYWOOD WALL PANELS - 1/2" GDX PLYWOOD,BLOCKED EDGES, THERE 15 A WALL ABOVE AND UNDER ANGHOR5 CAST INTO SURFACE OF WALL H2.5 RAFTER TIE EACH RAFTER. SD NAILS @ 6" AROUND PERIMETER,SD @ 10" PANEL INTERIOR FIELD ALL BRACED WALL PANELS AS NOTED - ALL P05T5 SHALL BE CONT. DOWN FROM ON DRAWINGS(SEE DRAWING A-11 FOR THEIR TOP POINT TO FOUND.OR c WALLS ABOVE) CARRYING (TRANSFER) BEAM. P05T5 - FASTEN RAFTERS TO NON-5TRUGTURAL RIDGE - GYPSUM SHEAR WALL PANELS - 1/2" GYPSUM PANELS, EDGES ml ARE TYPICALLY GALLED OUT AT THEIR W/(4) I&D.TOE NAILS OR(3) 160 FACE NAILS BLOCKED (PANELS VERTICAL),@ 6" AROUND PERIMETER, - ,FLOOR TOPMOST POINT. PROVIDE SAME EACH RAFTER. FASTEN RAFTERS TO STRUCTURAL IOD @ 10" PANEL INTERIOR FIELD C� W UNLESS OTHERWISE NOTED v+ EXTERIOR WALL A55EMBLY F05T 51ZE BELOW ULE55 NOTED. PROVIDE RIDGE WITH 5LOPED-SEAT RAFTER HANGER SOLID BLOCKING THROUGH FLOORS OR SIMPSON A55 FRAMING ANCHOR EACH SIDE. H SHEATHING SHALL BE APANOTED, RATED E" "STURD-I-FLOOR", EXP. I,COMBINATION (SECOND FLOOR PLATFORM BENEATH ALL POSTS. - GYPSUM CEILING PANELS - 1/2" GYPSUM PANELS, EDGE5 UNBLOCKED, SHEATHING AND UNDERLAYMENT, UP TO DOUBLE PLATE) 5D NAILS @ 6" PERIMETER, 50 @ 10" PANEL INTERIOR FIELD rc TONGUE-B-GROOVED,3/4" THICK, NOTE: USE 3" MIN. END POST AT EACH HOLD- 50 @ 4" PERIMETER, 50 @ 10" INTERIOR FIELD 1 I--1 MINIMUM 24"O.G. SPAN RATING. GLUE AND NAIL FLOOR SHEATHING - HORIZONTAL BLOCKING FOR NAILING DOWN (2 STUDS). ALL CONNECTORS AT HOLD- - FASTEN RAFTERS AT RIDGE FOR UPLIFT ~ U MM TO BE PROVIDED WITHIN 48" OF DOWN5 TO BE PER MANUFACTURER'S SPECS. USING EITHER OPTION A OR OPTION B, *' NOTE - SEE ARCHITECTURAL 5PE65 FOR FIRE SEPARATION W TO JOISTS. OUTSIDE CORNERS OF MAIN HOUSE A5 FOLLOWS. WALLS AND CEILING AND GARAGE. - SEE DRAWING A-9 FOR DOOR AND OPTION A: APPLY 51MP50N L5TA STRAP - PLYWOOD SHEETS SHALL BE NAILED G/) WINDOW HEADERS ABOVE THIS ACROSS THE TOP OF THE RIDGE FRAMING LEVEL. TO SILLS,PLATES,STUDS AND RIM JOISTS THIS DESIGN ASSUMES THAT THE STRUCTURE 15 "ENCLOSED" WHICH W/SD COMMON NAILS;6" AT PERI- CEILING FRAMING NOTES MEANS THAT HIGH IMPACT WINDOW GLASS WILL BE INSTALLED OR r6 METERS AND 8" IN THE FIELD. PLYWOOD OPTION B: INSTALL 2X6 RIDGE LOCK BLOCK AC-BOSS THE RAFTERS IMMEDIATELY HURRICANE SHUTTERS WILL BE INSTALLED. DOORS AND WINDOW5 - SILLS TO BE(2) 2X6 PRE55URE SHALL SPAN AGRO55 THE BOTTOM AND BELOW THE RIDGE AND FASTEN ARE NOT INCLUDED IN THI5 DESIGN AND SHALL BE ATTACHED TREATED W/5/8" X 12" LONG TOP PLATES TO EFFECTIVELY TIE THE - CEILING JOI5T5 OR ATTIC FLOOR JOISTS THEM TO THE RAFTERS W/A MINIMUM ACCORDING TO THE MANUFACTURES INSTRUCTIONS. Q01T-1 GALVANIZED STEEL HOOKED ANCHOR PLATES TO 7HE STUD WALL ASSEMBLY. TO BE 2X10'S @ 16"O.G. UNLESS OF 51X(6) 100 NAILS ALL 5IMP50N STRONG TIE FASTENERS SHALL BE INSTALL PER 1, BOLT5 @ 4'-0" MAX.O.G. AND 12" OTHERWI5E NOTED. MANUFACTURERS SPECIFICATIONS. FROM CORNERS OR SPLICES. BOLTS - EXT. SHEATHING TO GONSI5T TO ENGAGE BOTH PLATES AND BE OF MIN. 1/2"COX PLYWOOD W/ - UNLESS OTHERWISE NOTED ROOF SHEATHING FA5TENDED W/3"X3" PLATE WASHERS A MINIMUM 24/0 SPAN RATING. - PROVIDE BLOCKING USING SAME SHALL BE APA RATED SHEATHING, EXP. I, 5/5" NAILED WITH SD COMMON NAILS MATERIAL AS JOISTS OVER ALL THICK,32/16 OR BETTER SPAN RATING. AT 6" SPACING ON THE EDGES BEARING WALLS WHERE THERE 15 A WALL AND 12" SPACING ON THE FIELD ABOVE,AND OVER AND UNDER ALL - ALL DOOR OR WINDOW HEADERS EXTERIOR WALL ASSEMBLY - PLYWOOD 5HEET5 TO BE APPLIED BRACED WALL PANELS AS NOTED ON IN EXTERIOR WALL5 OR 2X6 BEARING FRAMING SYMBOLS (SEGOND FLOOR PLATFORM HORIZONTALLY WITH VERTICAL JOINTS THE DRAWINGS. WALLS TO BE (3) 2X6'5 W/ 1/2" PLYWOOD DOWN TO DOUBLE SILL) JOINTS TO BE STAGGERED A MIN.OF SPACERS UNLESS NOTED. ALL HEADERS 52" BETWEEN LIFTS(TWO STUD BAYS). - UNLE55 OTHERWISE NOTED,FLOOR IN INTERIOR 2X4 WALL5 TO BE (2) 2X6'5 - WOOD P05T DOWN - EXT. SHEATHING TO CONSIST W/ 1/2" PLYWOOD 5PAGER5 UNLE55 NOTED "m'�' PLYWOOD SHALL SPAN ACROSS SHEATHING SHALL BE APA RATED _= OF MIN. 1/2"COX PLYWOOD W/ HEADERS SHOWN ON PLAN ARE IN THE THE BOTTOM AND TOP PLATES "STURD-I-FLOOR",EXP. I,COMBINATION - WOOD POST UP AND DOWN A MINIMUM 24/0 SPAN RATING. TO EFFECTIVELY TIE THE PLATES SHEATHING AND.UNDERLAYMENT, WALL5 BELOW THE FRAMING IN QUESTION. -T23yM 3:*--m lF; NAILED WITH 80 COMMON NAILS TO THE STUD WALL ASSEMBLY. TONGUE-B-GROOVED,3/4" THICK, x - WOOD POST UP s�`gm� a AT 6" SPACING ON THE EDGE5 MINIMUM 24" O.G.SPAN RATING. - PROVIDE POSTING AT EACH END OF ALL -A; AND 10" SPACING ON THE FIELD GLUE AND NAIL FLOOR SHEATHING a` LpLn"oo_� BEAMS AND AT OTHER LOCATIONS E - BEARING WALL BELOW TO JOISTS. SHOWN ON PI ANS. ALL POSTS TO BE (3) 2X4 OR�3) 2X6 STUDS UNLESS NOTED - PLYWOOD SHEETS TO BE APPLIED SECOND FLOOR FRAMING NOTES - ALL DOOR OR WINDOW HEADERS - BRACED SHEAR WALL5(BEARING 8 HORIZONTALLY WITH VERTICAL JOINTS IN EXTERIOR WALLS OR 2X6 BEARING - ALL PO5T5 SHALL BE GONT. DOWN FROM NON-BEARING) _c WALLS TO BE (3) 2X6'5 W/ 1/2" PLYWOOD THEIR TOP POINT TO FOUND. OR JOINTS TO BE STAGGERED A MIN. OF to - SECOND FLOOR J015T5 TO BE CARRYING(TRANSFER) BEAM. POSTS 32" BETWEEN LIFTS(TWO STUD BAYS). 11 1/8" AJ5-20'5 $ AJ5-25'5 @ 16" O.G.. SPACERS UNLE55 NOTED. ALL HEADERS ARE TYPICALLY GALLED OUT AT THEIR N(a� PLYWOOD SHALL SPAN ACROSS IN INTERIOR 2X4 BEARIN WALL5 TO BE (2) - BRACED SHEAR WALLS. PROVIDE a� PROVIDE I/4" OR I/8" LSL, TOPMOST POINT. PROVIDE SAME SHEATHING ON BOTH SIDES V O � o THE BOTTOM AND TOP PLATES 2X6'S W/ I/2" PLYWOOD 5PAGER5 UNLESS POST SIZE BELOW ULESS NOTED. PROVIDE c C ccs LVL, OR OSB RIM J015T _ z TO EFFECTIVELY TIE THE PLATES NOTED HEADERS SHOWN ON PLAN APE IN SOLID BLOCKING THROUGH FLOORS O W u TO THE STUD WALL ASSEMBLY. BY SAME MANUFACTURER THE WALLS BELOW THE FRAMING IN BENEATH ALL POSTS. —0) AS JOISTS. QUESTION. L. '� L N Cu c t, - HORIZONTAL BLOCKING FOR NAILING - PROVIDE POSTING AT EACH END OF ALL c - FOLLOW ALL MANUFACTURER'S MAXIMUM RAFTER SPAN 5TRUGTURAL DE51GN CRITERIA Q TO BE PROVIDED WITHIN 48" OF BEAMS AND AT OTHER LOCATIONS A5 N 0 ai in OUT5IDE CORNERS OF MAIN HOUSE RECOMMENDED DETAILS FOR 5HOWN ON P AN5. ALL PO5T5 TO BE W- a AND GARAGE. INSTALLATION OF JOISTS. (3) 2X4 OR(3) 2X6 STUDS UNLE55 NOTED LUMBER GRADE AND to 0 z SPECIES c: Q '- RAFTER - FIRST FLOOR 40 P5F LL O r-' c cu - PLYWOOD SHEETS SHALL BE NAILED - PROVIDE BLOCKING USING SAME - ALL POSTS SHALL BE CONT. DOWN FROM SIZE S-P-F S-P-F (5)" 15 P5F DL +_�CJ)r mft- L7 MATERIAL A5 JOISTS OVER ALL THEIR TOP POINT TO FOUND. OR n TO SILLS,PLATES,STUDS AND RIM JOISTS N0.2 N0.2 - SECOND FLOOR 30 P5F -gyp m BEAMS EXCEPT FLUSH BEAMS WHERE CARRYING(TRANSFER) BEAM. POSTS ' Q W/SD COMMON NAILS;6" AT PERI- 15 P5F METERS AND 6" IN THE FIELD. PLYWOOD THERE 15 A WALL ABOVE,AND UNDER ARE TYPICALLY GALLED OUT AT THEIR ALL BRACED WALL PANELS AS NOTED TOPMOST POINT. PROVIDE SAME - ATTIG/5TO. 20 P5F SHALL SPAN ACROSS THE BOTTOM AND ON DRAWINGS(SEE DWG. A-12 FOR P05T 51ZE BELOW ULESS NOTED. PROVIDE 2X8 '-I" 11'-4" 10 P5F job no.: iios TOP PLATES TO EFFECTIVELY TIE THE WALL5 ABOVE) SOLID BLOCKING THROUGH FLOORS date D,_ a 2oN PLATES TO THE STUD WALL ASSEMBLY. BENEATH ALL POSTS. - ROOF 35 P5F `? 15 P5F aCale A5 NOTED - UNLE55 OTHERWI5E NOTED,FLOOR 2X10 15-2" I4'-5" drawn: KmW SHEATHING SHALL BE APA RATED _� - EXT. WALLS 15 P5F OIL "STURD-I-FLOOR", EXP. 1,GOMBINA71ON rev. SHEATHING AND UNDERLAYMENT, - INT. MALLS 50 P5F DL TONGUE-&-GROOVED,3/4" THICK, 2XI2 Il'-b" I6'-9" rev. 1 MINIMUM 24"O.G. SPAN RATING. - DECKS/PORCHES 0 PSF GLUE AND NAIL FLOOR SHEATHING v 10 PSF s TO JOISTS. 2X12 -------- I (V O e ISSUED FOR CONSTRUCTION 5bt of b '\ a 8 0 � A p�p ld N 'V � L N may. lQO.:30 1/1'X 41") / ♦o r 10 0. 1+� p N IP ILI rm �� .fin ui �m o a� 9i 9i R ySh O 1+�d 0' v ^ N o Q) �E%15TI IRT EXISTIN661RT. E%��TT!(4�6Ri.Ti� � � N N � � -0 ------- s s s i 9y U V r� '° / F Qi ro -------- %4"o PT 4XV i� �iwn x�� �� T x 'O xi0 1X6 LV5N 1P.i.1X6(FL )x /3)P.T.1X6 U6W 'uSi� wig x�R O A s4 A2 �1 A2 FIRST FLOOR FRAMI N G PLAN G E I L I N 6 F R A M I N G PLAN 5GALE: I/4" 1-0' SCALE I/4 1'-O" 5 , td pPf _o5U ' o o,y f3116 orb -' 1ob04 hug d d o d �0 OL' 1+0 oy O , o (173/4'%14�VL IIp6E1 __ fz i ap cc s+ 0 1fl o oy. (/1 0 VI CL 19 O' O• Oa 1 - WOOD P05T DOWN L oy� IN - WOOD P05T UP AND DOWN 0 x WOOD P05T UP O P1. %4 P.. X4"o P 5 X4 ' � 4 15/ x5 n•'L L i13/ s'5U L 1 I3/a 5 L L - BEARING WALL BELOW m Q - SEE STRUCTURAL GENERAL NOTES �o xio 13 job no.: uo5 AND TYPICAL DETAILS FOR OTHER n9 REQUIREMENTS. date 01 JUHE 1011 A2 t ; n ALL POSTS @ ENDS OF BEAMS TO BE scale AS NOTED (2) 2X65 UNLESS NOTED drawn: Knv - ALL WINDOW HEADERS TO BE (2) 2X65 rev. W/ 112" PLYWOOD UNLESS NOTED rev. a o R O O F F R A M I N G P L A N S-2 Q SCALE: I/4' '-IO' " ISSUED FOR CONSTRUCNON abt 4 of b E O`SHEAR WALL TYm BRACED WALL SEbMENTS s+a V (NOT LESS THAN 3'O'FROM OUTSIDE CORNER) N SIMPSON pSP2 16'04.TO A N FASTEN SW pBL.TOP RATE AT SHEAR WALLS AND WALLS Da'" o W LARbE OR W OUS NER OPEM IOU'N65 CONTIN BLOCKING NAILED INSIDE OWY N -V SIMP5AN MT530 TYUST STRAP—TO TOP PLATE WTO JO 57S AND TOEI LED ONE ~ L N ATTACHED TO RAFTER AND 1— HOD NAIL EVERY 8' ABOVE HOLDOWSS 2%4 OBL.TOP KATE V BE ttPILAL SHEAR WALL HANGERS FASTEN SHEATHIN&TO HEADER SECTIONS FOR KYW0A0 I/2'GYP BOARP bD LEMMAS NAILS IN 3'GRID PATTERN A5 SHOWN AND 3'O.L. v Z AND GYPSUM PANELS VERTICAL PANELS:ALL IN ALL FRAMING STUDS AND SILLS(TYP) O V AND FASTENERS FOUR EWES FA5TENED '- V (PROVIDE BLOCKING 160 5INKER NAILS IN 2 ROWS M A AS NEEDED) 2%4•16'OL.STUD SIMPSON(U LSTA21 STRAP d q HEADER TO JACK STUD m c (I PER JACK 5WO INSIDE ONLY) Lp MIN.(2)2%6 STUpS(TYP) O E SIMP50N H4 KING POST ST V w/ NA P`5 co C 1 2X4 SILL RATE O JACK STIR SIMPSON HPLSf 5P525 HOLDOYUI5 BOLTED TO 5/6'ANCHOR BOLTS: BOLTS TO VE SET A MIN. OF 12'WITH IN FOOTING ` TOJOIS T!AND TOE NAILED M C TO JOISTS AND TOE NAILED 2M6 SILL ON 2%b P.T.SILL D TOPSIMPSON DSPZ I6'OL.TO / I10 NAILL EVERR8' ONE STEEL AINLNOR LBOLTS FASTEN FIVE TO 50LE PLATE MA%.12'FROM CORNERS. kn - AT SHEAR WALLS AND NALL5 BOLTS SHALL SE FASTENED U W LPFbE OR WMEROI5 OPENINGS W 3'%3'PLATE WA5HER5 QJ NOTES. • •• •• Q(IF JOISTS RUN PARALLEL TO - 1 SHEAR WALL,THEN&LOCKING STANDARD CONSTRUCTION SMALL BE A FLOOR JOIST (TYPICAL AT OPENINGS > 5-0TT OR INTERIOR SHEAR HALLS DO V:5 5'-0" FROM CORNER,) NOT REMAE HOLD DOWN5 V O NARROW-WALL BRACING a2 TYP. INT. SHEAR WALL SECTION HEADER STRAPPING V V) DETAIL APPLIES TO ALL FIRST FLOOR EXT.SHEAR WALLS - S4A L E I/2' I'-O' SEAL E� I/2' = I'-O' � �/� L V J V �1 TYP. EXT. SHEAR WALL HOLDOWN DETAIL TYP. EXT. SHEAR WALL OPENING DETAIL 1 SL ALE: 1/2 A LE: I/2" ILLUSTRATION I ILLUSTRATION 2 SND'PERFECTLY ALIGNED IA TO 3'OFFSET S (INSTALL FSL 'SIDEO , 13 ON SAFE SIDE STM_ SVEAIOX LYWOOD 13 RAFTER 5/b'LDX KYYIOOD •� SHEATHING \ . 51MF50N MT520 RAFTER HAILS RAFTER ALL THREAD GRADE(A3A'T13/B'A THREAD 1 I/1'80 NAILS \ / ROD OR BETTER,W MATCHING B' WTS AND Gli WASTERS 2%6 DEL.TOP RATE SIMPSON MTS20 NAILED TO STUD WHERE \ 6YP BEARD POS2X6 D LE < SIMPSOL OR SPAN — _ -na mrp- 2%6 DBL.TOP PLATE I �� (F5C)FLOOR SPAN CONNECTOR =-_o__ I/2"LDX PLYWOOD - m _ o a0 y na o e:Ui- SHEATHING �Ln 9< _'QU a_ o��y 216m16'OL.511m ym e�`m" �H3 w I/2'bYP BOARD 8i 2%SILL RATE -m= a _ gam `o Ya`c ccm LDX YWOOD a mom_M.5N R. m SHEATHING �maaj 7 CONTIRO.r BLOCKIN& 5_b w a z!?_-m +' 51MP'AN 5TRONSTIE •y m -- (F5C)FLOOR SPAN CONNECTOR - n� W 3/5'ALL THREAD ROD CONTIN BLOCKING tl'T J W 2%6 5ILL PLATE I l ILLUSTRATION 4 -1 N (0 € 2X6 m I6.O.G.STUD w 8$q Ili ERfTHEN 6'OOFRFF ET � /C/��� 0 m S ` I/2'LO%RYWOOp 2%DBL.TOP RATE LAYER 5TUOW O W V 2%b OBL.TOP RATE , g sH�+TMltib 5-1 9 �l1 {n co Mz-H 5TUD TO FOUNDATION CONNECTION v SIMP50N 5TRONGTIE w TO BE(I)SIMPSON H05 SIMPSON 5TRON&TIE T y•�� L V) m (FSC)FLOOR SPAN CONNECTOR HOLDOWN 00LTED TO 5/b'ANCHOR / (F5C)FLOOR SPAN CONNECTOR O N cm W 3/8'ALL THREAD ROD \ d BOLTS TO BE SETA MIN.OF 12' ` O C (C MIN.OF 12. WITH IN FOOTING c i u 2%b SILL PLATE L'ILA ` =3 CONPNKAJ'BLOLKINS GRADE WOW)3/0'ALL v' / � v O RED OR BETTEq W MATCHING 2%6 SILL ON 2%b P.T.SILL N/TS AND LUT WASHERS + >_ STEEL ANCHOR BOLTS m W' C O/), U) OG.AND 12-FROM CORNERS. �A, W BOLTS SHALL BE FASTENED O�4—T C I/2"GYP BOARD W 3"%5'PLATE WASHERS T T 2%6 m 16'OL.STUD w G' 5HEATHXIN6PLYWAAD b a TYP. SINGLE STORY m SFEAIH STUD TO FOUNDATION CONNECTION SHEAR WALL SECTION �• �•� Q TO BE 0)SIMPSAN Note HOL. BOLTED TO 5/6'ANGYT2 BOLTS TO<3E SET A MIN.OF 12' SG ALE: 1/2" • I'-O' MIN.OF I2'WITH IN IN, / job no.:Hos 2X6 SILL KATE date OI,NNE 20I I ST 5 (21 16.A P.T.SILL NC GALVANIZED STEELL ANCHOR BOLTS a 4'-0 BC8I8 AS NOTED OL.AND AL FROM CORNERS. AL BOLTS$HL BE FASTENED SIN STRO drawn: KMYI W 3'XS'KATE W451ER5 5P2 P2 W CANNECTORE RE BP BEARING KATE rev. ILLUSTRATION 5 =lx.zn6-OR`ICK. OPPOSITE FIDE OFFSET INSTALL F5 ON rev. TYP. TWO STORY EXT. NOTE TO W M ALLED DIRECTLY AWY!IMPSON'1m18 MOLD go" SHEAR WALL SECTION O TYPICAL FLOOR SPAN CONNECTOR INSTALLATION DETAILS S- 3 - 5 B4ALE: /2" I'-O" 50ALB:I V2 I'-0' O ISSUED FOR CONSTRUCTION Sn( 5 of 6 8 E o V NOTE:THIS DETAIL IS AN i0 Q2 I+ ALTERNATE TO THE T° SIMPSON HMe •' ` SIMI 9ON F" FLOOR SPAN ♦ o DOHOL NOL BOLTED TO Ir "°LD°w'S BOLTED TO CONNECTOR'DETAIL -� VI 5/6'ANCHOR DOLTS 5/6'ANCHOR 30LT5 u� W t0 Z SIMPSON RR RAFTER e y HANGER SHED ROOF RAFTERS LEDGER — SIMPSON Hme ~ NO'AN(,H BATED TO 5OL ANCHOR BOLT5 .F4 (4)COILED STRAPS TIMBERLOK SCREWS TOP&BOT. SECURE INTO SOLID FRAMING PER CORNER SPACED&STAGGERED @ 16'o/c S TRIPLE CORNERSTUDS s y 5/6'ANCHOR BOLTS 5/6'ANCHOR 50LT5 TO BE SET A MIN. TO SE SET A MIN. 5/8 ANCHOR BOLTS— WITH -VA- OF 12, IN FOOTING OF 12'WITH IN FOOTING TO DE SET A MIN. tp C1 OF 12'WITH IN FOOTIN5 y NOTE DETAIL APPUE5 TO ALL GRADE LLYM E%T.SHEAR KW.A NOTE.MAIL APPLIES TO/J.L GRADE IEYEL EXT.9NEAR KA V/ -cm Ln O GARAGE HOLDOWN DETAIL (P EXT. WALL O HOLDOWN DETAIL TYPICAL EXT. WALL CORNERNVALL 10 COILED 5TRAP DETAIL II LEDGER DETAIL MWV W cu NOT TO AL I! NOT To SCALe NOT TO S 11! NOT To 9CALe ^ WALL OPENING FRAMING SCHEDULE OF r 1 WINDOW SIZE WINDOW LOCATION STUDS NO.OF KING NO STUDJSACK M7R1 v MRI O V 25-0' S34'FROM OUTSIDE CORNER 3 2 <5-0' S 3-0'FROM OUTSIDE CORNER 2 2 IU •A �' A3-0'FROM OUTSIDE CORNER 1 JH. 0*0 • RAFTERS 11 (2)H2.5A RAFTER (LT3 HTS SIMPSON H3 CLIP � F -0 R LEDGER SIMILAR) H70 I ,p y� ATTACHED TO SOLID F I G B LOW HORIZONTAL 2z BLOCKING FOR LEDGER — II II II II\ NAILING THE PLYWOOD EDGES SHOULD BE PROVIDED WITHIN 48'OF OUTSIDE CORNERS I I so 2.2 odo„c'c v m9c-c.` m afm mmmti g'S 22 -_'mmO3'e _T-P,Q V 12 PLYWOOD BLOCKING DETAIL 13 RAFTER CONNECTION DETAIL5 G FRAME—OVER LEDGER DETAIL ___ooac;moe NOT TO SCALE NOT TO SCALE NOT TO SCALE ^^,,mom. �n�m�EwTa`n�rv`3 W -c ♦-I DECK JOISTS j to N VI V O SIMPSON Ht CLIP P.T.BEAM C /C/T��X L V1 OPTION I.WRAP SIHP50N LSTA24 O K/ V TII WFIN 55irwal�ER N Y O�R (1 PER JOIST) SIMPSON BCS POST CAP P�L N RAFTERS YV Ii)IOD NA115 EA. SIM(18 NAILS TOTAL) IL' N O FLOOR JOISTS +QJ W L P.T.POST • WRAP SIMPSON L5TA24 O- SIMPSON ABU POST BASE TRII�PIN 5TRAA�Ea WY O R L,�RAFTERS W/2%5 a IB IOD NAILS / 1 4— 0 0 0 0 0 0 0 o j� ANCHOR BOLT ROOF)( ROOF SHEATwnS o I C Ali .0 —— —— FRAMED OPENINGco to:OR 12'DIA,SONOTUBE ON FOR STAIR co 24"DIA.BIGF00T FOOTING Q RAFTERS AT CREASE BEAM - job no.: IIo5 COILED STRAPS (1)EACH STUD @ STAIR OPENING STUD WALL date :oI xJ toll OPTION 2.2x RIDGE TIES IMMEDIATELY BELOW THE RIDGE SCaIe AS NOTED AND FASTENED TO THE RAFTERS NAILS PER 5 DEF(B)IOD WO N -. drawn rev. 15 T PIMOT GAL RIDGE STRAP DETAIL OPTIONS 16 PORCH/DECK DETAIL I�I-ENDO TYPICAL CREA5E BEAM 5TRAP DETAIL IS FLOOR OPENING AT EXT. WALL 10�AIE NOT TO 5CAI-E -4 S ry ISSUED FOR CONSTRUCTION art & of b 1� PPGE�7 BSS P\PN BQQ� 2 � 1 D E S I G N 0 o EDGE OF PAVEMENT / ENGINEERING & SURVEYING } I V O VE° °N 0 /� WAY www.bssdesign.com BSS Design, Incorporated SO E / _ 184 Katharine Lee Bates Rd „ — Falmouth Massachusetts 02540_ N 19'5 20 H FND 508.540.8805 FAX 508.548.8313 \ HR SHRUBS OD 13 .64' I you GRAVEL/PARKING \, i /SH�S w ©O�p o / SHRUB o 1 p(/a"cEDAR// ^, OH / Q O W0 SHRUB a s"TREE \ I / / P 3 0 \ I I I LOT 17 ZW 18.1 oyeL� I I I I I ' ; CESSPOOL a' I IW / �6 a#^A � EXIST�+ING � I3 P1�� I I I I I I ® Q O ® 0 Q/ 3' t� 7Ed„`k{, ; � 'n' Mk /// \\` I CA� 1 \ I I I I FINISHi00R; 523 � CESSPOOL I I I 00 \\ 1 o`TREE 1\ DouBLE , ' � � � . (--\ 1 O s 1 I I I I I i ® � Z :;k; , \ pTREE , � � . :�,,� ��, '� . '� � � �� � / � I I I I I I Lj o_ LeJ 911 \\\\ i I I' II a ® _JK C ® QLOT 1 - - - - - - - - - - 6" EDAR �161-rEE ® 0)20,351 SF O Of — —48 — ' WCEDAR/ I I I Q �p __W4'PAK AMAPLE 00 • i / OUBLE M tr 20"OAK \ \ \ p9 I I I I I I / OB`MAPLE 26"MAPLE/ 4'TREE v' •T _55— ��' 56. 1 184.52 \ \ \ \ 1 I 45.2 I I / S 19'23'30" W \ \ ` LOT 7 0 S1120' 4'49 e FND scale LOT 6 1 = 20 THE SEPTIC SYSTEM date NOTES. LOCATION WAS DRAWN APRIL 19, 2011 r BASED ON INSTALLER'S ZN OF hggx �,�;� ,,�;, drawn 1. HOUSE No. 119 GOVERNOR'S WAY SKETCH. ya SSyc 2. ASSESSORS No. MAP 258 PARCEL 057 �� -(HOMAS �GN EXISTING STRUCTURES EJP 3. LOCUS IS WITHIN: JACKSON (INCLUDED IN LOT COVERAGE checked ZONING DISTRICT: RF-2 BUNKER CALCULATION) NO.32653 FLOOD ZONE: ZONE C 'a job number KING'S HIGHWAY HISTORIC DISTRICTS . 11032 WIND—BORNE DEBRIS REGION s�Nq �ANos 0' 20' 40' 60' title BUILDING CODE WIND EXPOSURE CATEGORY B Man WMI 4. PROJECT LOT COVERAGE: PROPOSED STRUCTURES BY STRUCTURES: EXISTING 7.2%, PROPOSED 10.18% (INCLUDED IN COVERAGE CALCULATION) drawing number_ P15-64A BOOK 2 P�PN BSS D E S I G N ENGINEERING GOVERNOR ' S WAY & SURVEYING www.bssdesign.com BSS Design, Incorporated 164 Katharine Lee Bates Rd Falmouth Massachusetts 02540 N 1 9'54'20" E H FND 50&540.8805 FAX 508.548.8313 130.64' o O M LOT 17 Q w oK V) 2 uo EXISTING CESSPOOL Ol W 0 HOUSE ` / O O (n FINISH FLOOR 52.3' CESSPOOL J 0 ('0 EXISTING ^1 Ld Z Q FOUNDATION O/ Q a W 91.1' W_ > J LOT 18 DECK a W O Q 20,351 SF V) m � M 'qh CO 184.52' 45.23' s 19.23'30" w LOT 7 S 20'54'40" W CB FND LOT 6 Sc ie = 20' NOTES: THE SEPTIC SYSTEM date LOCATION WAS DRAWN JULY 11, 2011 BASED ON INSTALLER'S 1. HOUSE No. 119 GOVERNOR'S WAY SKETCH. + eAk AAA drawn 2. ASSESSORS No. MAP 258 PARCEL 057 �P�JHOFM�ss <v EJP I CERTIFY THAT THE STRUCTURES ARE q� v 3. LOCUS IS WITHIN: ��� THOMAS EXISTING STRUCTURES checked ZONING DISTRICT: RF-2 LOCATE N LOT 18 AS SHOWN. . r o JACK SON ► (INCLUDED IN LOT COVERAGE c� -+ ► CALCULATION) job number FLOOD ZONE: ZONE C BUNKER cn ► KING'S HIGHWAY HISTORIC DISTRICT i o NO.32653 0 11032 WIND—BORNE DEBRIS REGION �Fs J`�'� title s�� ST SAP e , BUILDING CODE WIND EXPOSURE CATEGORY B 4 ROFESSIONAL AND SURVEYOR NAL ANo a 0 20 0 60 L � ►► �.� 4. PROJECT LOT COVERAGE. I sv.v BY STRUCTURES: EXISTING 9.81% DATE: 7 1Z Z O/ / drawing number P15-64CPP 0 CROSS SECTION ION rJ A — asphalt 30 - -� -pear Px-rAnq 2�:. Roof Raters �'1rj" �, n r f' O.C:. at� r� Rf Sheathhq -- • - L -' R30 Ceiling , insulation 1:• Fascia _ Ln _ Ln 2� G.F. Std 8:Btr. Ceiling � Fascia --t JCists 16 G.C: a Gluier 1 :�_ .� w r � F- �;�_ ri radar � 1 ILI' F= .� white cedar Sheetroc Siding k 2A G.F. St 0tr. - Fr 13 kiitall 3.4"ply.S;G PlWWood Sutloorinq :=vids @ 16"G.C. 112'icx ply — =� t�nGlues and tiaiied 2,-- D.F. St 8- �r 2ti:1U. td P,EE;tr. Floor Mr. Plate Fc�urnjatit� --- fJci--t i 16- 0.0 T 1-- R 1 @ Floor f'? 1fz"a 12 J- ---_ ,t ,7 toulabon IV t� I.on`feta dUra rock surround 'vfv ent F otinq.4-0- Lc _�rsr tt•.�1<n.� F---.- � L `` j Lij ML rKD rj3 -IJ ::z_ Cr ' r1 7IrMkCrgL13pe-r.X-r GJ14'.L.gr:P1Lr a . R -� i,? 4J. 1 rM•qrrD +tia pggr PAR CIA TES: 9-17-08 . f OIrIDAr Ott I _ - PROJECT NO. .. � 0"P+7UHSD9�NCPLrG. - I - w1h lmkvm B'do 107 SHEET NO. Typical Deck Detail Attached to 'Wall 41 .. f� 3'c Lt,1 ry j +S Ln J rep13C*exIs11tg aecK f V.tD,MM_i 1V-11ri:1G w � a l — — — — tevu[earn 4t 117xir sot tibex r� -'aC$Gt V t p,l{t@6b t Cf tte r ,awe• �, ' 4 Jae * r f .�} J4Je l Y 17m I J 3 Lj a� to arClom _: 4,J r f k iCke h I --- dit 61hg Uj , 1 z R ca �-� z tie klmom a DA 7E. ty,,jrciom ie ba 9-17- 8 PROJECT NO. E, It1 �— —iae Jae Jae — Jae 107 SHEET NO. _d. �- . t- . UA a . � � m . 7 � -- . \ . iL / / . � S . ' . C-c Fri _ \�� - �� �- _ �� / . � d • cr Lc \ / Lij 2 Lj: d m / . � O g e - IX. \ ¥ 2 cr . l ; . aA 7E.• \ . . . \ 9-7-0g . . : PROJECT NO. ^ . 107 y. SHEET NO. 2 . .