25C-091 SPINK CD SET_FOR CONSTSPINK and NGUYENFOR CONSTRUCTIONA-0.0DATE:SCALE: AS NOTEDEMAIL: info@bensonwood.com6 BLACKJACK CROSSINGWALPOLE, NH 03608 USAPHONE: (603) 756-3600FAX: (603) 756-3200SHEET TITLE:SHEET NUMBER:STAMP:BWC TEAM: CF,TOBUILDER:CIVIL ENGINEER:H.V.A.C.:ELECTRICAL:OTHER:BENSONWOODWORKING CO.,INC. COPYRIGHT 2012TOTAL LIVING AREA:UNFINISHED BASEMENTGARAGESECOND FLOOR LIVING AREA:RESIDENCENORTHAMPTONPORCH & DECKFIRST FLOOR LIVING AREA: 1,200 SF 996 SF3,139 SF248 SFT.B.D. SF373 SFMASSACHUSETTS24OCT13BASEMENT FLOOR LIVING AREA: 943 SFDATE BY ISSUE DESCRIPTIONCLIENT:SPINK and NGUYENPROJECT TYPE:RESIDENCELOCATION:NORTHAMPTONMASSACHUSETTS28 OCT 13 TO CD UPDATE19 JUL 13 TO CDFUTURE GARAGECOVER
-The building utilizes a cellulose insulated panel enclosure system. These panels span between supports at both roof and walls. The panels carry gravity and transverse wind loads on the structure.Their details are described on sheet D-1.0. R-values are as follows: Walls R-35, Roof R-44 . Enclosure:FOR CONSTRUCTIONA-1.0DATE:SCALE: AS NOTEDEMAIL: info@bensonwood.com6 BLACKJACK CROSSINGWALPOLE, NH 03608 USAPHONE: (603) 756-3600FAX: (603) 756-3200SHEET TITLE:SHEET NUMBER:STAMP:BWC TEAM: CF,TOBUILDER:CIVIL ENGINEER:H.V.A.C.:ELECTRICAL:OTHER:BENSONWOODWORKING CO.,INC. COPYRIGHT 2012GROUND FLOOR ELECTRICAL PLANSECOND FLOOR ELECTRICAL PLANFIRST FLOOR ELECTRICAL PLANFOUNDATION DIAGONALS AND EXT FOOTINGSGROUND FLOOR PLANFIRST FLOOR PLANSECOND FLOOR PLANSPECIFICATIONS & NOTESNORTH ELEVATIONSOUTH ELEVATIONPLAN LISTWINDOW & DOOR ELEVATIONS & SCHEDULEA-1.0S-2.1S-1.1FRAMING DETAILSE-3.1E-3.0A-5.0BUILDING SECTION - AA-3.1A-4.1A-4.0A-3.2A-3.3A-3.0ROOF PLANA-0.0VIF.VERIFY IN FIELDNOT TO SCALEN.T.S.SYMBOL STANDARDSAXONOMETRIC OF SUPERSTRUCTURES-0.0E-3.22LOCATION ELEV. IN INCHES FROM DATUMBUILDING SECTION IDENTIFICATIONREFERENCE SHEET NUMBERDETAIL NUMBERSTAIR DIRECTION ARROWCENTER LINE DIMENSIONREFERENCE SHEET NUMBERDOOR IDENTIFICATION (SEE SCHEDULE)WINDOW IDENTIFICATION (SEE SCHEDULE)DESCRIPTION EACH SHEETREVISION- SEE DATE ANDTIMBERFRAME GRIDDNA5.0AGENERAL PROJECT NOTES:Drawings and Documentation:These drawings, as instruments of service, are and shall remain the property of BWC. These drawings shall not be reproduced, published or used for any other purpose except by agreement in writing by BWC.Do not scale drawings.It is the responsibility of all contractors and sub-contractors to carefully review all working drawings and details for accuracy and consistency. Only drawings marked "FOR CONSTRUCTION" shall be used for construction. Benson Woodworking cannot be held responsible for work initiated incorrectly due to misunderstanding or misinterpretation. If there are any questions after the plans have been reviewed, please call Benson Woodworking before initiating any work.The Benson Woodworking office number is: (603) 756-3600. The phone is answered Mon-Fri, 8am-5pm, eastern time. Fax number: (603) 756-3200.These Documents display and/or describe methods and/or procedures by which certain constructions and/or buildings may be assembled. These documents are meant to be a generic guide and as such may need to be modified or adapted to apply to actual conditions or to achieve the Documents architect's intended results. Any Users (owner(s), contractor(s), individual(s), etc.) of these Documents accept the inherent, shared responsibility of verifying the accuracy of these Documents and shall be responsible for implementing the intent of the Documents' architect. Users shall be responsible for modifications necessary to comply to regional variations in building codes and climatic conditions as may be needed Insurance & TaxesAll contractors and their subcontractors shall carry insurance that will protect the owner from claims for damages for personal injuries, including death, which may arise in connection with this project. All contractors and their subcontractors are required to be registered with the state's Division of Taxation and to comply with all state laws.General SpecificationsContractor shall provide all equipment, labor and materials necessary for the proper execution and completion of the work in accordance with the Construction Documents and recognized industry standards.-All grades to slope 2% minimum away from perimeter of building.-All specific products (including but not limited to Open Joist 2000, MicroLam LVL, TJI, Glulam, etc.) shall be installed per the product manufacturer's specifications. This applies to concrete, siding, appliances, stoves, lumber etc.-All metal connectors to be Simpson or equal.-All wood in contact with soils, weather or masonry or within 8" of finish grade (except for siding and trim) to be pressure treated like ACQ or Kodiak. Use only stainless or hot-dipped galvanized nails and connectors.-Combustible framing to be minimum 2" clear from all fireplaces and chimneys unless otherwise required by manufacturers specifications.Fire stopping:-Install in walls, chases and furred spaces, at floors, ceilings, and roof spaces, soffits and drop ceilings, at top and bottom of stair stringers and around openings in floors, ceiling and roof. Use 2" min width lumber except at vents , pipes, ducts, chimney, etc. Use air tight 24 gauge galvanized steel sheet.-Garage areas to be separated from the main house living areas by one hour fire rated walls and ceilings. Wall assemblies to be UL# U305 or equal. Floor/ceiling assemblies to be UL# L501 or equal. Follow all UL installation guidelines to achieve desired ratings.Draft stopping:-In suspended ceilings under floor or open type floor construction (i.e. truss type member) divide into appropriate equal areas of max. 1000 SF using 3/8" plywood or 1/2" gypsum board.Stairs and Railings:-All interior stairways, platforms and landings shall be a minimum of 36 inches in width and adequate to support a live load of 100 pounds per square foot. Handrails and guards shall be constructed for a concentrated load of 200 pounds applied at any point and in any direction.-Shall be equipped with a minimum of one continuous handrail.-Have a minimum headroom in all parts of stairway not less than 80 inches.-Maximum riser height is 7-1/2 inches, minimum tread depth exclusive of nosing is 10 inches.-Handrails shall be set at a height not less than 34 inches, nor more than 38". -Guardrails shall not be less than 36 inches above finish floor.-Openings in stairway guards and open risers shall be such that a 4 inch sphere can not pass through at any point-The variation between adjacent risers or adjacent treads shall be 1/8 inch maximum.-Handrails shall provide a grippable shape equivalent to a cross section not less than 1-1/2 inches nor greater than 2 inches.Windows and Doors: -A minimum of one window or exterior door at each bedroom shall qualify as an emergency escape route with the bottom of the clear opening not more than 44 inches above the finish floor. All egress windows shall have a minimum net clear opening of 5.7 square feet. The minimum net clear opening height shall be 24 inches. The minimum net clear opening width shall be 20 inches.-Glass and glazing in hazardous locations ( see building code IRC R308.4) shall pass the tests of CPSC 16 CFR, Part 1201. Most typical hazardous locations are in doors, bathtub and shower doors/windows/enclosures, skylights and other overhead glazing, within 24 inches of a door jamb and within 18 inches of a floor or walking surface.S-2.0FIRST FLOOR FRAMING PLANS-1.0FOUNDATION PLANCOVER SHEET29Design Loads:-Refer to Structural drawings for design loads and other structural informationARCHITECTURAL DRAWINGSMECHANICAL DRAWINGSSTRUCTURAL DRAWINGSEAST ELEVATIONWEST ELEVATIONA-4.4locally.EXTERIOR WALL FINISH DETAILSD-1.0CLD-1.1WOOD WORKING FINISH DETAILS3S-3.0SECOND FLOOR FRAMING PLANS-4.0ROOF FRAMING PLANBUILDING SECTION - BT.B.D.TO BE DETERMINED3D-1.0NOTE: THE DESIGN OF THIS HOME MEETS OR EXCEEDSOF THE STATE OF MASSACHUSETTS.--EXTERIOR WALLS AT HOUSE: 9 1/2" I-STUD FRAMING --ROOF AT HOUSE: 11 7/8" I-JOIST FRAMING @ 24" OC--FOUNDATION: 3" EXTRUDED SUB-SLAB --HEATING SYSTEM: GAS FIRED DIRECT VENT SYSTEM--WINDOWS: DOUBLE GLAZED LOW E, R-3.45--DOORS: INSULATED AND WEATHERSTRIPPEDCONTINUOUS 6 MIL VAPOR BARRIER AT WARM SIDEOF ALL BATT INSULATION LOCATIONS.ENERGY CODE INFORMATION:THE CURRENT REQUIREMENTS OF THE ENERGY CODE A-2.0SITE DIAGRAM@ 24" OC WITH CELLULOSE INSULATION : R-35WITH CELLULOSE INSULATION: R-44POLYSTYRENE INSULATION. 8" CONCRETE FOUNDATIONWALLS + 2x4 CAVITY WALL FILLED WITH SPRAY INSULATIONS-1.2FOUNDATION DETAILS AND SPECIFICATIONSDATE BY ISSUE DESCRIPTIONCLIENT:SPINK and NGUYENPROJECT TYPE:RESIDENCELOCATION:NORTHAMPTONMASSACHUSETTS19 JUL 13 TO CD24OCT13TO28 OCT 13 CD UPDATEE-3.3ELECTRICAL DETAILSA-5.1BUILDING SECTION - CD-2.0SPECIAL CONDITIONSSPECS. & NOTES
A-2.0CLIENT:SPINK and NGUYENSCALE: 1"=20'-0"EMAIL: info@bensonwood.com6 BLACKJACK CROSSINGWALPOLE, NH 03608 USAPHONE: (603) 756-3600FAX: (603) 756-3200SHEET TITLE:SHEET NUMBER:STAMP:DATE BY ISSUE DESCRIPTION19DEC12 CF SD1ZONING/BUILDING PRELIM. REVIEW16JULY2013 CF FOR PERMITCF08MAY2013PROJECT TYPE:RESIDENCEBWC TEAM: WH/CFBUILDER:CIVIL ENGINEER:H.V.A.C.:ELECTRICAL:OTHER:BENSONWOODWORKING CO.,INC. COPYRIGHT 2012LOCATION:NORTHAMPTON,MASSACHUSETTSFOR CONSTRUCTION24OCT201311'-0"10'-4"11'-3"8'-0"8'-0"5'-5"8'-0"7'-8"54'-5"8'-0"38'-2"8'-3"26'-1 3/4"8'-3"18'-9"24'-0"4'-1"23'-11"4'-1"3'-0"10'-0"14'-0"10'-0"r=15'-4"r=3'-5"r=3'-5"r=5'-0"r=5'-0"WINDOWWELL+ 90.09089.58988.588.589.59092929291.59190.590.59191.590EXISTING TOPOGRAPHIC LINEPROPOSED TOPOGRAPHIC LINE+ 90.0PROPOSED SPOT ELEVATIONKEY9291.59190.5010'20'30'89.5908991.0+91.5SITE DIAGRAMNOTE: SEE ZONING APPROVALS FOR INFORMATION REGARDING SETBACKS AND OTHER COMPLIANCE DATAGENERAL SITE PLAN NOTES:LOCATIONS SHOWN ARE APPROXIMATE, AND SHOULD BE VERIFIED IN FIELDSURVEY & SITE INFORMATION BY: THE BERKSHIRE DESIGN GROUP, INC.4 ALLEN PLACE, NORTHAMPTONMASSACHUSETTS 01060(413) 582-7000 FAX (413) 582-7005DATED: 2012FOOTING DRAINS TO EXISTING CATCH BASIN AT STREET. VERIFY INVERT ELEVATIONS AND DETAILS WITH SITE ENGINEER (BERKSHIRE DESIGN GROUP)
FOR CONSTRUCTIONDATE:SCALE: AS NOTEDEMAIL: info@bensonwood.com6 BLACKJACK CROSSINGWALPOLE, NH 03608 USAPHONE: (603) 756-3600FAX: (603) 756-3200SHEET TITLE:SHEET NUMBER:STAMP:24MAY2013-FOR CONTRACTBWC TEAM: CF,TOBUILDER:CIVIL ENGINEER:H.V.A.C.:ELECTRICAL:OTHER:BENSONWOODWORKING CO.,INC. COPYRIGHT 20128'02'4'24OCT13NDATE BY ISSUE DESCRIPTIONCLIENT:SPINK and NGUYENPROJECT TYPE:RESIDENCELOCATION:NORTHAMPTONMASSACHUSETTS19 JUL 13 TO CDTO28 OCT 13 CD UPDATEUPREC. AREAMECH. AREAT @ 10"R @ 7.5"WPWALL TYPE LEGENDINSULATED WALL PANEL2x4 STUD AT 24" O.C. 2x4 AT 16" O.C. PARTITION5/8" GWB SPACED 1" OFFUNINSULATED CONCRETE 2x6 AT 16" O.C. PARTITION2x65/8" EXTERIOR SHEATHING2x6 AT 24" O.C. INSULATED WALL5/6" GWB ON INTERIOR1/2" GWB BOTH SIDES1/2" GWB BOTH SIDES5/8" EXTERIOR SHEATHING2x6 AT 24" O.C. UNINSULATED WALL5/8" GWB ON INTERIORTIMBER POSTSWALLSTONE VENEERWITH 2-1/8" PACKOUT2x62x6FOUNDATIONSITE INSULATED WALLCLUPSUMP PIT WITH PUMPMECH. CHASE ABOVE3 6X 8036X80EGRESS46'-0"14'-2 7/16"11'-9 9/16"8'-0"38'-0"8'-0"4'-0"10'-2 7/16"11'-9 9/16"10'-5 1/4"2'-9 11/16"3. SEE STRUCTURAL DRAWING FOR STRUCTURAL INFORMATION.GENERAL PLAN NOTES:1. ALL INTERIOR WALLS 2x4 UNO.2. PROVIDE MECHANICAL VENTILATION IN.BATHROOM PER MECHANICAL CODE.4. PLUMBING VENT TBD IN FIELD.A5.0A5.0BA5.0BAA5.0AON FLIGHT ABOVE36" HANDRAILCMUMECH. DIRECT VENT1 HOUR UL RATED TYPE X GWB ASSEMBLY ALL WALLS AND CEILINGS16'-6 3/4"3'-9 7/8"ROUGH OPENING ABOVE2'-4"5'-6"252A5.1CA5.1CMECHANICAL PENETRATIONS TBD BY LOCAL BUILDERMECHANICAL CHASES TO BE CONFIRMED BY LOCAL BUILDER24" DEEP WINDOW WELL WITH CRUSHED STONE BASE ANY UNDER STAIRS STORAGE AREAS TO BE FINISHED WITH RATED ENCLOSURE1 HOUR RATED ENCLOSURE ASH PIT3'-3 1/2"4'-8"A-3.0BASEMENT FLOOR8" CONCRETE BLOCK WALL, GROUT CORES SOLID TO SUPPORT HEARTH EXTENSION, FIREPLACE AND MASONRY CHIMNEY ABOVE. HEARTH AND HEARTH EXTENSION ABOVE SUPPORTED ON 8" CONCRETE SLAB REINFORCED WITH #5 @ 8" O.C. BOTH WAYS.SPLAN
FOR CONSTRUCTIONDATE:SCALE: AS NOTEDEMAIL: info@bensonwood.com6 BLACKJACK CROSSINGWALPOLE, NH 03608 USAPHONE: (603) 756-3600FAX: (603) 756-3200SHEET TITLE:SHEET NUMBER:STAMP:BWC TEAM: CF,TOBUILDER:CIVIL ENGINEER:H.V.A.C.:ELECTRICAL:OTHER:BENSONWOODWORKING CO.,INC. COPYRIGHT 20128'02'4'24OCT13NDATE BY ISSUE DESCRIPTIONCLIENT:SPINK and NGUYENPROJECT TYPE:RESIDENCELOCATION:NORTHAMPTONMASSACHUSETTS19 JUL 13 TO CDTO28 OCT 13 CD UPDATEDNUP9,10,11D 1.1DW CEILING TRANSITION12'-2 7/16"3'-7 1/2"11'-5"15'-4 1/8"11'-9 3/8"15R @ 7.5"14T@ 10"ABOVEFOYERPORCHBEDROOM3/4 BDININGLIVING ROOMKITCHENPORCHSCREENMUD ROOMSTAIRWOODWOODWOODTILEWOODWOODTILEWOODTILEWOODTHRESHOLDTHRESHOLDWOOD
HALL3'-3 1/4"8'-2 1/2"WALL TYPE LEGENDINSULATED WALL PANEL2x4 STUD AT 24" O.C. 2x4 AT 16" O.C. PARTITION5/8" GWB SPACED 1" OFFUNINSULATED CONCRETE 2x6 AT 16" O.C. PARTITION2x65/8" EXTERIOR SHEATHING2x6 AT 24" O.C. INSULATED WALL5/6" GWB ON INTERIOR1/2" GWB BOTH SIDES1/2" GWB BOTH SIDES5/8" EXTERIOR SHEATHING2x6 AT 24" O.C. UNINSULATED WALL5/8" GWB ON INTERIORTIMBER POSTSWALLSTONE VENEERWITH 2-1/8" PACKOUT2x62x6FOUNDATIONSITE INSULATED WALLTRANSOMA5.0BA5.0BDNDNDNA5.0AA5.0ASEATSEATBOOKSBOOKSRAISED HEARTHDWREFRIGERATORAT 53"SILL HEIGHT42" HIGHBOOKCASE/SIDEBOARD42" HIGH36" HIGH36" HIGH30X8430X8432X8424X842x62x1072X8033.25X84EGRESS36 x 8426'-1 1/2"4'-0"10'-3 15/16"11'-9 9/16"54'-1 1/2"8'-0"38'-1 1/2"8'-0"11'-9 9/16"14'-3 15/16"46'-1 1/2"6'-2"5'-10 1/4"34'-1 1/4"26'-1 1/2"1'-4"10'-1 1/4"3'-3 1/4"7'-9 3/4"11'-9 1/4"4 1/4"15'-10 1/4"7'-6 1/2"7'-8 3/4"11'-8 3/4"27'-9 3/4"8"6'-4 7/8"CL1'-3"1'-6"LCLC2x62x63'-6 1/4"3'-9 7/8"3'-4 1/8"36" HIGH HANDRAILINGGUARDRAIL AT 37"4. PLUMBING VENT TBD IN FIELD.3. SEE STRUCTURAL DRAWING FOR STRUCTURAL INFORMATION.GENERAL PLAN NOTES:1. ALL INTERIOR WALLS 2x4 UNO.2. PROVIDE MECHANICAL VENTILATION IN.BATHROOM PER MECHANICAL CODE.CMU3 6X 8032X84GUARDRAIL AT 37"2x4 CHASE FOR KITCHEN 40X84DROP SHOWER 4"3'-0"4'-0"7'-7 3/4"4'-10"SEE D2.0-1 SINK VENT VERTICAL510151815422CHASE ADDED BEHIND CABINETS FOR SINK VENT4"10 3/8"1'-9 1/2"1'-7"8'-4"1'-6 3/8"3'-4 1/2"6'-10 1/2"11'-9 9/16"4'-0"8'-2 7/16"17861413612A5.1CCA5.1HANGING CABINETS ABOVEA-3.1FIRST FLOORMODIFIED RUMFORD STYLE WOOD BURNING FIREPLACE WITH:-FIREBRICK HEARTH AND FIREBOX-CERAMIC GLASS DOORS-OUTSIDE COMBUSTION AIR (6" DIAM.)-CAST IRON ASH DUMP IN HEARTH-ASH PIT WITH CAST IRON CLEANOUT-TERRACOTTA OR STAINLESS STEEL FLUE SIZED TO FIREBOX OPENINGPLAN
FOR CONSTRUCTIONDATE:SCALE: AS NOTEDEMAIL: info@bensonwood.com6 BLACKJACK CROSSINGWALPOLE, NH 03608 USAPHONE: (603) 756-3600FAX: (603) 756-3200SHEET TITLE:SHEET NUMBER:STAMP:BWC TEAM: CF,TOBUILDER:CIVIL ENGINEER:H.V.A.C.:ELECTRICAL:OTHER:BENSONWOODWORKING CO.,INC. COPYRIGHT 20128'02'4'NDATE BY ISSUE DESCRIPTIONCLIENT:SPINK and NGUYENPROJECT TYPE:RESIDENCELOCATION:NORTHAMPTONMASSACHUSETTS19 JUL 13 TO CD24OCT13TO28 OCT 13 CD UPDATECHIMNEYDNDN11 3/4"3'-0"BEDROOMBEDROOMLAUNDRYMASTERWOODWOODWOODCLOSETCLOSETCLOSET3'-9 15/16"11'-1 3/4"12'-7"FLAT CEILINGshower/bathDNWASHER/DRYERWDUNDERCOUNTER SHELVES BENCH LINEN WINDOWTOWEL HOOKS LAUNDRYBASKETS38" HIGH GUARDRAIL STAINED GLASS PANEL SOUND-INSULSOUND-INSULSOUND-INSULTOWEL HOOKS 32X8032X80TILE32X8028X8028X802x632X80EGRESSEGRESSTEMP.TEMP.LC5'-8 3/4"8'-0 1/2"LC7'-9 3/4"7'-8"7'-6 1/2"11'-10"3'-0"8'-3 3/4"3'-7 3/4"7'-6"CLCL19'-6 13/16"4'-0 11/16"7'-4 1/4"7'-6"2x8 WALL WITH 5/8" GWB2x6 WALL WITH 5/8" GWB BOTH SIDES2x62x82x67'-8 3/4"7'-5 1/4"5'-0"5'-3 3/4"3'-0"5'-0"VENTVENT4. PLUMBING VENT TBD IN FIELD.3. SEE STRUCTURAL DRAWING FOR STRUCTURAL INFORMATION.GENERAL PLAN NOTES:1. ALL INTERIOR WALLS 2x4 UNO.2. PROVIDE MECHANICAL VENTILATION IN.BATHROOM PER MECHANICAL CODE.A5.0A5.0BA5.0BAA5.0ADRYER VENTCMU5'-2 7/8"4'-8 1/8"LCLC3'-8 3/8"3'-7 3/8"36" HIGH HANDRAILINGVENTVENT3'-2 1/2"3'-2 1/2"9'-5 1/4"42151622672318112A5.1CCA5.1A-3.2SECOND FLOORMECH CHASE WALL LOCATION TBD ON SITE FOR MECH REQ'SMAINTAIN 2" CLEARANCE BETWEEN MASONRY CHIMNEY AND COMBUSTIBLESPLAN
FOR CONSTRUCTIONDATE:SCALE: AS NOTEDEMAIL: info@bensonwood.com6 BLACKJACK CROSSINGWALPOLE, NH 03608 USAPHONE: (603) 756-3600FAX: (603) 756-3200SHEET TITLE:SHEET NUMBER:STAMP:BWC TEAM: CF,TOBUILDER:CIVIL ENGINEER:H.V.A.C.:ELECTRICAL:OTHER:BENSONWOODWORKING CO.,INC. COPYRIGHT 20128'02'4'NDATE BY ISSUE DESCRIPTIONCLIENT:SPINK and NGUYENPROJECT TYPE:RESIDENCELOCATION:NORTHAMPTONMASSACHUSETTS19 JUL 13 TO CD24OCT13TO28 OCT 13 CD UPDATESLOPESLOPESLOPESLOPESLOPE SLOPESLOPERIDGERIDGECHIMNEY2'-0"2'-0"1'-0"1'-0"2'-0 3/4"2'-3 3/8"2'-3 3/8"1'-0"1'-5 9/16"1'-0 3/4"1'-0 3/4"2'-5 7/16"1'-2 1/2"CRICKET4. PLUMBING VENT TBD IN FIELD.3. SEE STRUCTURAL DRAWING FOR STRUCTURAL INFORMATION.GENERAL PLAN NOTES:1. ALL INTERIOR WALLS 2x4 UNO.2. PROVIDE MECHANICAL VENTILATION IN.BATHROOM PER MECHANICAL CODE.A5.0A5.0A5.0BBAA5.0AVENTVENTA5.1CCA5.1A-3.3ROOF PLANMAINTAIN 2" CLEARANCE BETWEEN MASONRY CHIMNEY AND COMBUSTIBLES
FOR CONSTRUCTIONA-4.0DATE:SCALE: 1/4"=1'EMAIL: info@bensonwood.com6 BLACKJACK CROSSINGWALPOLE, NH 03608 USAPHONE: (603) 756-3600FAX: (603) 756-3200SHEET TITLE:SHEET NUMBER:STAMP:BWC TEAM: CF,TOBUILDER:CIVIL ENGINEER:H.V.A.C.:ELECTRICAL:OTHER:BENSONWOODWORKING CO.,INC. COPYRIGHT 20128'02'4'24OCT13DATE BY ISSUE DESCRIPTIONCLIENT:SPINK and NGUYENPROJECT TYPE:RESIDENCELOCATION:NORTHAMPTONMASSACHUSETTS19 JUL 13 TO CDTO28 OCT 13 CD UPDATE3. SEE A-1.0 FOR SPECIFICATIONS AND ENERGYFOOTINGS TO BE SET BELOW MINIMUM DEPTH FOR FROSTGENERAL ELEVATION NOTES:1. FOUNDATION AND FOOTINGS SHOWN ARE APPROXIMATE.LEVEL PER LOCAL CODE.2. SEE STRUCTURAL DRAWINGS FOR STRUCTURALINFORMATION.CODE INFORMATION.6'-8 1/16"STC UPGRADESTC UPGRADE10'-0"1'-4 1/4"127PROPOSED GRADEPROPOSED GRADESOUTH ELEVATIONEAST ELEVATION (FRONT)(SIDE)90.5 (EXISTING GRADE)89.0(EXISTING GRADE)91.0(EXISTING GRADE)(EXISTING GRADE)90.5PROPOSED GRADE(EXISTING GRADE)ARCHITECTURAL ASPHALT ROOFSIDEWALL AND STEP FLASHING MINIMUM 6" UP WALL1x8 VERTICAL BOARDCLAPBOARD, 5" EXPOSURE RAIL SYSTEM, TYPE 1WOODEN COLUMN BASECONCRETE PIER WITH 2" STONE VENEER CHIMNEY CLADDING6'-11 1/4"6'-9 3/4"7'-2 11/16"6'-10 3/16"6'-9 5/8"6'-10 3/16"5'-1 3/16"124124127DRYER VENTSTOVE VENTFLOOD LIGHTSSLABBASEMENT6'-9 1/16"SUBFLOOR2nd FLSUBFLOOR1st FL(DATUM)MAIN EAVEBasementSLAB6'-3"8'-9 1/4"9'-4 1/2"24'-4 1/8"SUBFLOOR2nd FLSUBFLOOR1st FL(DATUM)MAIN EAVEBasementSLAB6'-3"8'-9 1/4"9'-4 1/2"154521810222251781516181214EGRESS SHAKESAT ALL ROOF/WALL INTERSECTIONSSTONE VENEERVERTICAL BOARD ENCLOSURE OF AREA BELOW PORCHES. PROVIDE REMOVABLE SECTIONS FOR SERVICE.VERIFY DETAILS WITH OWNERSSPARK ARRESTOR GRATE AND RAINCAP ON FLUE TERMINATION.ELEVATION
FOR CONSTRUCTIONA-4.1DATE:SCALE: 1/4"=1'EMAIL: info@bensonwood.com6 BLACKJACK CROSSINGWALPOLE, NH 03608 USAPHONE: (603) 756-3600FAX: (603) 756-3200SHEET TITLE:SHEET NUMBER:STAMP:BWC TEAM: CF,TOBUILDER:CIVIL ENGINEER:H.V.A.C.:ELECTRICAL:OTHER:BENSONWOODWORKING CO.,INC. COPYRIGHT 20128'02'4'24OCT13DATE BY ISSUE DESCRIPTIONCLIENT:SPINK and NGUYENPROJECT TYPE:RESIDENCELOCATION:NORTHAMPTONMASSACHUSETTS19 JUL 13 TO CDTO28 OCT 13 CD UPDATE2. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL3. SEE A-1.0 FOR SPECIFICATIONS AND ENERGYFOOTINGS TO BE SET BELOW MINIMUM DEPTH FOR FROSTGENERAL ELEVATION NOTES:1. FOUNDATION AND FOOTINGS SHOWN ARE APPROXIMATE.LEVEL PER LOCAL CODE.INFORMATION.CODE INFORMATION.STC UPGRADESTC UPGRADEMIN.MECANICAL VENT124PROPOSED GRADE(SIDE)(REAR)NORTH ELEVATIONWEST ELEVATION (EXISTING GRADE)91.0(EXISTING GRADE)89.0(EXISTING GRADE)6'-10 3/16"6'-9 5/8"5'-1 5/8"6'-9 3/4"2'-5 1/4"5'-1 1/4"1271271244'-0"GUARD RAILING TYPE 1 WITHIN. GUARD RAILING TYPE 1 WITHIN. 6'-9 1/2"SUBFLOOR2nd FLSUBFLOOR1st FL(DATUM)MAIN EAVEBasementSLAB6'-3"8'-9 1/4"9'-4 1/2"SUBFLOOR2nd FLSUBFLOOR1st FL(DATUM)MAIN EAVEBasementSLAB6'-3"8'-9 1/4"9'-4 1/2"6762132152243181111ELEVATION
FOR CONSTRUCTIONA-4.4DATE:SCALE: AS NOTEDEMAIL: info@bensonwood.com6 BLACKJACK CROSSINGWALPOLE, NH 03608 USAPHONE: (603) 756-3600FAX: (603) 756-3200SHEET TITLE:SHEET NUMBER:STAMP:BWC TEAM: CF,TOBUILDER:CIVIL ENGINEER:H.V.A.C.:ELECTRICAL:OTHER:BENSONWOODWORKING CO.,INC. COPYRIGHT 20128'02'4'DATE BY ISSUE DESCRIPTIONCLIENT:SPINK and NGUYENPROJECT TYPE:RESIDENCELOCATION:NORTHAMPTONMASSACHUSETTS19 JUL 13 TO CD24OCT13TO28 OCT 13 CD UPDATE15510214643181117131781612STC/OTC UPGRADESTC/OTC UPGRADESTC/OTC UPGRADESTC/OTC UPGRADEWINDOW & DOOR SCHEDULEEMERGENCY ESCAPE NET CLEAR OPENING THIS UNIT IS 5'4 1/2" WIDE3'11 3/8" HIGH21.20 SFEGRESSEMERGENCY ESCAPE NET CLEAR OPENING THIS UNIT IS 2'8 1/2" WIDE3'11 3/8" HIGH9.85 SFEMERGENCY ESCAPE NET CLEAR OPENING THIS UNIT IS 2'8 1/2" WIDE3'11 3/8" HIGH10.70 SF
FOR CONSTRUCTIONA-5.0DATE:SCALE: AS NOTEDEMAIL: info@bensonwood.com6 BLACKJACK CROSSINGWALPOLE, NH 03608 USAPHONE: (603) 756-3600FAX: (603) 756-3200SHEET TITLE:SHEET NUMBER:STAMP:BWC TEAM: CF,TOBUILDER:CIVIL ENGINEER:H.V.A.C.:ELECTRICAL:OTHER:BENSONWOODWORKING CO.,INC. COPYRIGHT 20128'02'4'24OCT13DATE BY ISSUE DESCRIPTIONCLIENT:19 JUL 13 TO CDSPINK and NGUYENPROJECT TYPE:RESIDENCELOCATION:NORTHAMPTONMASSACHUSETTSTO28 OCT 13 CD UPDATE9D 1.16D 1.04D 1.02D 1.01,2,3D 1.13D 1.01D 1.06D 1.13'-6 5/8"2'-10 3/4"2'-10 3/16"8'-0 3/4"4'-10 3/4"7 1/2"MECHATTICMASTER BEDROOMWALL TYPE LEGENDINSULATED WALL PANEL2x4 STUD AT 24" O.C. 2x4 AT 16" O.C. PARTITION5/8" GWB SPACED 1" OFFUNINSULATED CONCRETE 2x6 AT 16" O.C. PARTITION2x65/8" EXTERIOR SHEATHING2x6 AT 24" O.C. INSULATED WALL5/6" GWB ON INTERIOR1/2" GWB BOTH SIDES1/2" GWB BOTH SIDES5/8" EXTERIOR SHEATHING2x6 AT 24" O.C. UNINSULATED WALL5/8" GWB ON INTERIORTIMBER POSTSWALLSTONE VENEERWITH 2-1/8" PACKOUT2x62x6FOUNDATIONSITE INSULATED WALL1"127LIVING127SECTION(AA)(BB)SECTIONLAUNDRYWINDOW IS BEYOND CUT LINE2'-10 5/8"2'-10 1/16"4'-7 7/8"DININGREC AREAREC AREA8"MIN3'-6 1/2"6'-0 3/8"7'-7 7/8"6'-8 3/4"10"BASEMENTSLAB2'-0"SUPPORT PROVIDED BY MASON6'-0"SUBFLOOR2nd FLSUBFLOOR1st FL(DATUM)MAIN EAVEBasementSLAB8'-9 1/4"6'-3"9'-4 1/2"96"ASH PITBUILDING SECTION A
FOR CONSTRUCTIONA-5.1DATE:SCALE: AS NOTEDEMAIL: info@bensonwood.com6 BLACKJACK CROSSINGWALPOLE, NH 03608 USAPHONE: (603) 756-3600FAX: (603) 756-3200SHEET TITLE:SHEET NUMBER:STAMP:BWC TEAM: CF,TOBUILDER:CIVIL ENGINEER:H.V.A.C.:ELECTRICAL:OTHER:BENSONWOODWORKING CO.,INC. COPYRIGHT 20128'02'4'GWB ON INTERIORSECTION WALL TYPE LEGENDINSULATED PANELINSULATED ROOF PANELUNINSULATED CONCRETE WALLINTERIOR PARTITION AT 16" O.C. SITE INSULATED WALL @ 16" O.C.2x65/8" EXTERIOR SHEATHINGGWB BOTH SIDES2x102x62x4 STUDS AT 24" O.C.2" EXTRUDED POLYSTYRENE INSULATIONGWB ON INTERIORDATE BY ISSUE DESCRIPTIONCLIENT:19 JUL 13 TO CDSPINK and NGUYENPROJECT TYPE:RESIDENCELOCATION:NORTHAMPTONMASSACHUSETTSTO28 OCT 13 CD UPDATESUBFLOOR2nd FLSUBFLOOR1st FL(DATUM)MAIN EAVEBasementSLAB8'-9 1/4"6'-3"9'-4 1/2"(CC)SECTIONBUILDING SECTION B
FOR CONSTRUCTIONBWC TEAM:D-1.0DATE:SCALE: AS NOTEDEMAIL: info@bensonwood.com6 BLACKJACK CROSSINGWALPOLE, NH 03608 USAPHONE: (603) 756-3600FAX: (603) 756-3200SHEET TITLE:SHEET NUMBER:STAMP:CF,TOBUILDER:CIVIL ENGINEER:H.V.A.C.:ELECTRICAL:OTHER:BENSONWOODWORKING CO.,INC. COPYRIGHT 201224OCT13DATE BY ISSUE DESCRIPTIONCLIENT:19 JUL 13 TO CDSPINK and NGUYENPROJECT TYPE:RESIDENCELOCATION:NORTHAMPTONMASSACHUSETTS28 OCT 13 TO CD UPDATEGRADEINTERIOR PARTIOTION @ FOUNDATION WALLSCALE: 1 1/2"=1'-0"PT2 8DATUM (0'-0")T.O. SUBFLOORFLOOR FRAMING @ FND. WALL W/ JOISTS PARALLELSCALE: 1 1/2"=1'-0"2nd FLOOR WITH PANEL SEAMSCALE: 1 1/2"=1'-0"4I-JOIST ROOF TO WALL @ EAVESCALE: 1 1/2"=1'-0"127ROOF EDGE DETAIL @ RAKESCALE: 1 1/2"=1'-0"I-JOIST ROOF AT RIDGE WITH RIDGE TRIMSCALE: 1 1/2"=1'-0"12VARIES1/4"226PT2 8282626PT24PT24STUD WALL1x STRAPPING 1" GAPSPRAY FILL INSULATION5/8" GWBFINISH FLOOR VARIES, SEE SPEC.SUBFLOOR1/4" DRAINAGE PLANE3/4"x5 1/2" SKIRT BOARDSIDING EXTENDS 3/8" BELOW 3/16" GAP TO FLASHINGFLASHINGT.O. FOUNDATIONT.O. 2nd FLOOR SUBFLOOR4D 1.1VERTICAL BOARD SIDING. STRAPPED OUT1" FROM THE FOUNDATION WALL 4D 1.14D 1.1EXTERIOR WALL FINISH DETAILS321654PT SILL PLATE6 MIL VAPOR BARRIER 2x4 STUD FRAMING5/8" GWBPT SILL PLATESPRAY INSULATION1" GAP7/8" SHEATHING SUBFLOOR5/8" GYP.9 1/2" I-STUD @ 24" o.c.CELLULOSE INSULATION5/8" ZIP SHEATHING1/2" OSB SHEATHING2x OPEN BUILT CHASECELLULOSE INSULATION1/2" OSB SHEATHING2x OPEN BUILT CHASE5/8" GYP.FLOOR JOIST, SEE FLOOR FRAMING FOR SPECIFICATIONS.SHAKES 3/4"x 31/2" HORIZONTAL TRIMBAND1/4" DRAINAGE PLANE CLAPBOARDS, 5" EXPOSUREDRIIP EDGEDENSE PACK CELLULOSE1x8 T&G CEILING BOARDS1x4 EAVE TRIM1x2 EAVE TRIM5/8 GWB2x OPEN BUILT PACK OUT5/4x4 BLOCKING1x4 FRIEZE1x4 FASCIA1x8 SOFFIT BOARDS1x8 SUB FASCIA1/4 AIR GAP BEHIND SIDINGEXTERIOR SIDING, SEE SPEC.WIRING ACCESS OPTION MAX 5/8" DIAMETER HOLESURFACE MOUNT HOLLOW BOX (WHEN APPLICABLE)TAPE LIGHTS OR WIRING SPACE (WHEN APPLICABLE)3/4"x 1 3/4" GABLE TRIM BEYOND3/4"x 5 1/2" ROOF BOARDSBATTEN TRIM. RUNS PERPENDICULAR TO SLOPE. RUN ALL SERVICES WITHIN.DRIIP EDGE1x4 FASCIA1x8 SOFFIT BOARDS1x8 SUB FASCIA1x4 FRIEZE3/4"x 3 1/2" GABLE TRIM2 1/8" PACK OUT CHASE3/4"x 5 1/2" ROOF BOARDSDRAINAGE PLANE
FOR CONSTRUCTIONBWC TEAM:D-1.1DATE:SCALE: AS NOTEDEMAIL: info@bensonwood.com6 BLACKJACK CROSSINGWALPOLE, NH 03608 USAPHONE: (603) 756-3600FAX: (603) 756-3200SHEET TITLE:SHEET NUMBER:STAMP:CF,TOBUILDER:CIVIL ENGINEER:H.V.A.C.:ELECTRICAL:OTHER:BENSONWOODWORKING CO.,INC. COPYRIGHT 201224OCT13DATE BY ISSUE DESCRIPTIONCLIENT:19 JUL 13 TO CDSPINK and NGUYENPROJECT TYPE:RESIDENCELOCATION:NORTHAMPTONMASSACHUSETTS28 OCT 13 TO CD UPDATEOPEN-BUILT BASEBOARD ELEVATIONSCALE: 1 1/2"=1'-0"BASEBOARD SECTIONS (TYP.)SCALE: 1 1/2"=1'-0"TOP OF GUARDRAIL37" ABOVE DECKTOP OF DECKSUBRAIL FASTENING AT TIMBER POST (TYPE 1)SCALE: 1 1/2"=1'-0"TOPRAIL FASTENING AT TIMBER POST (TYPE 1)SCALE: 1 1/2"=1'-0"INTERIOR DOOR TRIM INTERIOR TRIM FOR EXTERIOR DOOR INTERIOR TRIM FOR EXTERIOR DOORSCALE: 1 1/2"=1'-0"SCALE: 1 1/2"=1'-0"SCALE: 1 1/2"=1'-0"SCALE: 1 1/2"=1'-0"OPTION 2 INTERIOR WINDOW TRIM JAMBSCALE: 1 1/2"=1'-0"INTERIOR WINDOW TRIM HEAD AND SILLVARIESMODIFIDE OPTION 2MODIFIED OPTION 2OPTION 2SCALE: 1 1/2"=1'-0" MODIFIDE OPTION 2INTERIOR TRIM FOR EXTERIOR WINDOW247 1/2"7 1/2"SCALE: 1 1/2"=1'-0"7"2"AT EXTERIOR WALLAT INTERIOR PARTITIONCLOSETMAIN ROOM3/4" x 1 1/2" SHOE MOLDING1/2" x 6 1/2" BASEBOARD3/4" x 1" CAP MOLDING3/8" BEAD1/2" x 6 1/2" x 8 7/8" OUTLET TRIMOUTLET COVER PLATE1/4" CHAMFER1/4" CHAMFERGUARDRAIL AT EXTERIOR DECKSCALE: 1 1/2"=1'-0"39"3 1/2"3 1/2"7"3/4"3/4"3/4"WOODWORKING FINISH DETAILS542876BWC EXTENSION JAMB1"x1 1/2" HEAD CAP MOLDING1"x4" HEAD CASINGINSULATED WALL PANEL1/4" SLIP JOINT111095/8" GWB3/4"x1" CAP MOLDING1/2"x6 1/2" BASEBOARD(NOT FASTENED AT THE TOP)ELECTRICAL BOX (B418A CARLON)1/4" MINIMUM GAP TO FF3/4"x1 1/2" SHOE MOLDING1/2"x6 1/2" BASEBOARD1/4" MINIMUM GAP TO FF3/4"x1 1/2" SHOE MOLDING3/4"x1" CAP MOLDING3/4"x7 1/4" BASEBOARD1" HOLE DRILLED IN STUDS (TYP)FINISH FLOOR1/2" SHIM STRAPPING3/4"x2 1/2" TOP RAIL 1 1/2"x1 1/2" BALUSTERS3/4" CHAMFER4 1/2"x4 1/2" NEWEL POST7/16 CHAMFER1 1/2"x3 1/2" TOP CAP3/4"x3 1/2" BOTTOM RAIL1TOP CAP2 1/2" DECK SCREW1 1/2"x1 1/2" BALUSTERS2x4 SUBRAILT.O. FINISH DECK1 1/2"X1 1/2" BALUSTERS33 1/2" DECK SCREWSAT BALUSTERNEWEL2" SS FINISH SCREWSTOP RAIL2 1/2"x1 1/2" HARDWOOD BLOCKING2 1/2" GRK #92 1/2" GRK #9TOP CAP BLOCKING @ 2' INTERVAL3 1/2" DECK SCREWSNEWEL2 1/2"x1 1/2" HARDWOOD BLOCKINGAT NEWEL3/8" EXTENSION JAMB REVEAL1" x 5" HEAD CASING3/4" x 3 1/2" SIDE CASING1 1/4"x3 3/4"x8 1/2" PLINTH BLOCKBWC BASEBOARDBWC EXTENSION JAMB1/4" SLIP JOINT1"x3 1/2" SIDE CASING6 9/16" INSWING DOOR JAMB1 1/4"x3 3/4"x8 1/2" PLINTH BLOCK1 1/4"x3 3/4"x8 1/2" PLINTH BLOCKINSULATED WALL PANELWINDOW ASSEMBLYPACK OUT CHASEPACK OUT CHASEINSULATED WALLBWC EXTENSION JAMB1/4" SLIP JOINTWINDOW ASSEMBLY1" x 5" HEAD TRIM1"x1 1/2" STOOL CAP3/4" x 2 1/2" APRON1/4" SLIP JOINTBWC EXTENSION JAMB3/4"x3 1/2" SIDE CASING3/4"x2 1/2" APRON1"x1 1/2" STOOL CAP3/8" EXTENSION JAMB REVEAL1" x 5" HEAD CASING3/4" x 3 1/2" SIDE CASING1/4" CHAMFER
FOR CONSTRUCTIONBWC TEAM:D-2.0DATE:SCALE: AS NOTEDEMAIL: info@bensonwood.com6 BLACKJACK CROSSINGWALPOLE, NH 03608 USAPHONE: (603) 756-3600FAX: (603) 756-3200SHEET TITLE:SHEET NUMBER:STAMP:CF,TOBUILDER:CIVIL ENGINEER:H.V.A.C.:ELECTRICAL:OTHER:BENSONWOODWORKING CO.,INC. COPYRIGHT 201224OCT13DATE BY ISSUE DESCRIPTIONCLIENT:19 JUL 13 TO CDSPINK and NGUYENPROJECT TYPE:RESIDENCELOCATION:NORTHAMPTONMASSACHUSETTS28 OCT 13 TO CD UPDATESCALE: 1 1/2"=1'-0"PIER AT PORCHPT2 88PT2BOW VENTING FOR KITCHEN SINK MASS CODE 248-cmr-1000 Sect 10.16 (2)SCALE:NTSSPECIAL CONDITIONSSTONE CAP1TIMBER POST3 1/2"x1" TRIM BOARDSTONE VENEERPT RIM JOISTPOST BRACKET12"x12" CONCRETE PIERPORCH ENCLOSURE BEYOND2xENCLOSURE FRAMEDECK RIM3 1/2"x1" TRIM BOARD7 1/4"x1" TRIM BOARD7 1/4"x1" TRIM BOARD(COLUMN BASE WRAP)PITCHED CAP1
FOR CONSTRUCTIONDATE:SCALE: AS NOTEDEMAIL: info@bensonwood.com6 BLACKJACK CROSSINGWALPOLE, NH 03608 USAPHONE: (603) 756-3600FAX: (603) 756-3200SHEET TITLE:SHEET NUMBER:STAMP:24MAY2013-FOR CONTRACTBWC TEAM: CF,TOBUILDER:CIVIL ENGINEER:H.V.A.C.:ELECTRICAL:OTHER:BENSONWOODWORKING CO.,INC. COPYRIGHT 20128'02'4'24OCT13NDATE BY ISSUE DESCRIPTIONCLIENT:SPINK and NGUYENPROJECT TYPE:RESIDENCELOCATION:NORTHAMPTONMASSACHUSETTS19 JUL 13 TO CDTO28 OCT 13 CD UPDATEUPE L E C T R I C A L K E Y4-plex outlettape lighting 12',14',16'wall sconcetask lightingwall fanoverhead fanvaporproof overhead fixtureexhaust fan/ lighttelephonetelevisionweatherproof flood lightsfluorescent fixture 2'/4'track lighting 2'/4'garage door openerduplex receptacle outlet220 outletweatherproof ground faultground fault interruptor outletthree-way switchfour-way switchweatherproof switchsmoke detectordimmer switchsingle pole switchsplit-wired duplex outleteyeball fixturependant fixturerecessed fixturesurface fixturefloor outletdedicated outlet3-way dimmer switchtimer switchpaddle fanweather-proof wall fixturevanity fixture 2'/4'keypad entrydedicated special outletjamb switchbollardinterruptor outletheat detectorcarbon monoxide detector(compact flourescent)(compact flourescent)(compact flourescent)GFIWPGFIDEDWPSJSSEPRSWPLFTV3S4SDS3DSSTS220SDHDCOVPFFCFLRSCFLCFLHEIGHTS AS INDICATED UNLESS OTHERWISE NOTED ON PLANTO DOOR SWING)(VERIFY CLEARANCESRECEPTICLE OUTLETS SWITCHES FOR LIGHTS ANDRECEPTACLEINTERIOR/EXTERIOR WALL FINISH FLOORELECTRICAL DEVICE DIAGRAMVERIFY LOCATIONS WITH OWNER.INTERIOR EXTERIOR 3'-6"6'-8"4 1/2"4'-1"3"NOTE: ALL SMOKE DETECTORS TO HAVE BATTERY BACKUP AND TO BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARMWILL ACTIVATE ALL OF THE ALARMS IN THE DWELLINGAT COUNTERSSCONCESWITCHINGSWITCHINGSSSSSDGFIGFIGFIGFIGFIGFI
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FOR CONSTRUCTIONDATE:SCALE: AS NOTEDEMAIL: info@bensonwood.com6 BLACKJACK CROSSINGWALPOLE, NH 03608 USAPHONE: (603) 756-3600FAX: (603) 756-3200SHEET TITLE:SHEET NUMBER:STAMP:BWC TEAM: CF,TOBUILDER:CIVIL ENGINEER:H.V.A.C.:ELECTRICAL:OTHER:BENSONWOODWORKING CO.,INC. COPYRIGHT 20128'02'4'24OCT13NDATE BY ISSUE DESCRIPTIONCLIENT:SPINK and NGUYENPROJECT TYPE:RESIDENCELOCATION:NORTHAMPTONMASSACHUSETTS19 JUL 13 TO CDTO28 OCT 13 CD UPDATEDNUP9,10,11D 1.1DW CEILING TRANSITION12'-2 7/16"3'-7 1/2"11'-5"15'-4 1/8"11'-9 3/8"TO SWITCH AT TOP OF STAIRS TO SWITCH IN BASEMENTE L E C T R I C A L K E Y4-plex outlettape lighting 12',14',16'wall sconcetask lightingwall fanoverhead fanvaporproof overhead fixtureexhaust fan/ lighttelephonetelevisionweatherproof flood lightsfluorescent fixture 2'/4'track lighting 2'/4'garage door openerduplex receptacle outlet220 outletweatherproof ground faultground fault interruptor outletthree-way switchfour-way switchweatherproof switchsmoke detectordimmer switchsingle pole switchsplit-wired duplex outleteyeball fixturependant fixturerecessed fixturesurface fixturefloor outletdedicated outlet3-way dimmer switchtimer switchpaddle fanweather-proof wall fixturevanity fixture 2'/4'keypad entrydedicated special outletjamb switchbollardinterruptor outletheat detectorcarbon monoxide detector(compact flourescent)(compact flourescent)(compact flourescent)GFIWPGFIDEDWPSJSSEPRSWPLFTV3S4SDS3DSSTS220SDHDCOVPFFCFLRSCFLCFLHEIGHTS AS INDICATED UNLESS OTHERWISE NOTED ON PLANTO DOOR SWING)(VERIFY CLEARANCESRECEPTICLE OUTLETS SWITCHES FOR LIGHTS ANDRECEPTACLEINTERIOR/EXTERIOR WALL FINISH FLOORELECTRICAL DEVICE DIAGRAMVERIFY LOCATIONS WITH OWNER.INTERIOR EXTERIOR NOTE: ALL SMOKE DETECTORS TO HAVE BATTERY BACKUP AND TO BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARMWILL ACTIVATE ALL OF THE ALARMS IN THE DWELLINGAT COUNTERSSCONCESWITCHINGSWITCHING3'-6"6'-8"4 1/2"4'-1"3"RPRREERRRRVPEERRRREE EPRGFIGFIGFIGFIGFIGFIGFISSRSSP3SS3S3PSSSSSSS
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FOR CONSTRUCTIONDATE:SCALE: AS NOTEDEMAIL: info@bensonwood.com6 BLACKJACK CROSSINGWALPOLE, NH 03608 USAPHONE: (603) 756-3600FAX: (603) 756-3200SHEET TITLE:SHEET NUMBER:STAMP:BWC TEAM: CF,TOBUILDER:CIVIL ENGINEER:H.V.A.C.:ELECTRICAL:OTHER:BENSONWOODWORKING CO.,INC. COPYRIGHT 20128'02'4'NDATE BY ISSUE DESCRIPTIONCLIENT:SPINK and NGUYENPROJECT TYPE:RESIDENCELOCATION:NORTHAMPTONMASSACHUSETTS19 JUL 13 TO CD24OCT13TO28 OCT 13 CD UPDATECHIMNEYDNDN11 3/4"3'-0"TO SWITCH AT BTM OF STAIRSWP
E L E C T R I C A L K E Y4-plex outlettape lighting 12',14',16'wall sconcetask lightingwall fanoverhead fanvaporproof overhead fixtureexhaust fan/ lighttelephonetelevisionweatherproof flood lightsfluorescent fixture 2'/4'track lighting 2'/4'garage door openerduplex receptacle outlet220 outletweatherproof ground faultground fault interruptor outletthree-way switchfour-way switchweatherproof switchsmoke detectordimmer switchsingle pole switchsplit-wired duplex outleteyeball fixturependant fixturerecessed fixturesurface fixturefloor outletdedicated outlet3-way dimmer switchtimer switchpaddle fanweather-proof wall fixturevanity fixture 2'/4'keypad entrydedicated special outletjamb switchbollardinterruptor outletheat detectorcarbon monoxide detector(compact flourescent)(compact flourescent)(compact flourescent)GFIWPGFIDEDWPSJSSEPRSWPLFTV3S4SDS3DSSTS220SDHDCOVPWPFFCFLRSCFLCFLHEIGHTS AS INDICATED UNLESS OTHERWISE NOTED ON PLANTO DOOR SWING)(VERIFY CLEARANCESRECEPTICLE OUTLETS SWITCHES FOR LIGHTS ANDRECEPTACLEINTERIOR/EXTERIOR WALL FINISH FLOORELECTRICAL DEVICE DIAGRAMVERIFY LOCATIONS WITH OWNER.INTERIOR EXTERIOR NOTE: ALL SMOKE DETECTORS TO HAVE BATTERY BACKUP AND TO BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARMWILL ACTIVATE ALL OF THE ALARMS IN THE DWELLINGAT COUNTERSSCONCESWITCHINGSWITCHING3'-6"6'-8"4 1/2"4'-1"3"DEDLFGFISSVP
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GFIW/DSDTRACK MOUNTEDTO UNDERSIDE OF TIMBER (TYP)SS E-3.2SECOND FLOORELECTRICAL PLAN
DESIGN LOAD INFORMATION:S-0.0CLIENT:SPINK and NGUYENDATE:SCALE: N.T.S.10JUL13EMAIL: info@bensonwood.com6 BLACKJACK CROSSINGWALPOLE, NH 03608 USAPHONE: (603) 756-3600FAX: (603) 756-3200SHEET TITLE:SHEET NUMBER:STAMP:DATE BY ISSUE DESCRIPTION18JUL13 NB FOR PERMITFOR CONSTRUCTIONNB4SEP13PROJECT TYPE:RESIDENCEBWC TEAM: WH, TO, NBBUILDER:CIVIL ENGINEER:H.V.A.C.:ELECTRICAL:OTHER:BENSONWOODWORKING CO.,INC. COPYRIGHT 2013LOCATION:NORTHAMPTONMASSACHUSETTSSTRUCTURAL SPECIFICATIONS:ENCLOSURE SYSTEM:FOR CONSTRUCTION-FLOORS: LIVE LOAD: 40 PSF DEAD LOAD: 20 PSF-ROOF: GROUND SNOW LOAD: 60 PSF (NO SLOPE REDUCTION TAKEN) DEAD LOAD: 15 PSF-EXTERIOR DECK(S): LIVE LOAD: 55 PSF SNOW LOAD: BASED ON 2009 IRC DEAD LOAD: 15 PSF-LOWER ROOF(S): SNOW LOAD: BASED ON 2009 IRC DEAD LOAD: 15 PSF-WIND LOAD: 90 MPH; EXPOSURE B-SEISMIC LOAD: ZONE 2 (WIND CONTROLS LATERAL LOADING)-SOIL LOAD: EQUIVALENT FLUID PRESSURE OF SOIL: 30 PCFSUPER STRUCTURE AXO.-THESE DRAWINGS DEPICT HYBRID STRUCTURAL PANEL INSULATED STRUCTURE.-TIMBERS: INTERIOR ARE DOUGLAS FIR, AND DOUGLAR FIR GLU-LAM, EXTERIOR ARE PRESSURE TREATED-THE DF GLU-LAM TIMBERS MEET THE "National Design Specification" (NDS) RATING OF 24F-V8 for GLU-LAM.-THE TIMBER SIZES SHOWN ARE FINISHED SIZES FOR GLU-LAMS AND NOMINAL SIZES FOR FRESH SAWN TIMBERS.-THE TIMBER SIZES ARE SUBJECT TO SLIGHT REVISION; BUT ONLY UNDER THE DIRECT SUPERVISION OF THE ENGINEER-OF-RECORD FOR THE FRAME.-THE TIMBER CONNECTIONS ARE BASED ON TRADITIONAL METHODS - USING MORTISES, TENONS, AND PEGS. THE CONNECTIONS WILL BE DESIGNED AND DETAILED UNDER THE DIRECT SUPERVISION OF THE ENGINEER-OF-RECORD.-ALL METAL CONNECTORS (AT POST FEET, FOR EXAMPLE) ARE TO BE SIMPSON OR DETAILED UNDER THE DIRECT SUPERVISION OF THE ENGINEER-OF-RECORD.-THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION OF THE SUPERSTRUCTURE UNLESS THE WORK IS PERFORMED UNDER THE DIRECT SUPERVISION OF THE ENGINEER-OF-RECORD OR ANOTHER LICENSED ENGINEER - WITH THE WRITTEN APPROVAL OF BENSON WOODWORKING CO., INC.-THIS BUILDING USES CELLULOSE CORE INSULATED WALLS, AND ROOF PANEL ENCLOSURE SYSTEMS.-THE PANELS CARRY GRAVITY LOADS FROM THE ROOF DOWN THE WALL IN TO THE FOUNDATION SYSEM.-THE PANELS CARRY TRANSVERSE WIND LOADS ON THE WALLS.
GRID LINESREFERENCED DETAIL SHEETDETAIL NUMBERS-1.0CLIENT:SPINK and NGUYENDATE:SCALE: 1/4" = 1'-0"10JUL13EMAIL: info@bensonwood.com6 BLACKJACK CROSSINGWALPOLE, NH 03608 USAPHONE: (603) 756-3600FAX: (603) 756-3200SHEET TITLE:SHEET NUMBER:STAMP:DATE BY ISSUE DESCRIPTION18JUL13 NB FOR PERMITFOR CONSTRUCTIONNB4SEP13NPROJECT TYPE:RESIDENCEBWC TEAM: WH, TO, NBBUILDER:CIVIL ENGINEER:H.V.A.C.:ELECTRICAL:OTHER:BENSONWOODWORKING CO.,INC. COPYRIGHT 2013LOCATION:NORTHAMPTONMASSACHUSETTSFOR CONSTRUCTION12"17'-0"8'-0"21'-0"3'-5 3/4"3'-0 1/2"12'-7 1/2"5'-8 1/2"13'-1 3/4"5'-5 11/16"3'-0 1/2"1'-8 1/4"36"x36"48"x48"48"x48"36"x36"6'-1"4"5'-2"4"5'-1"2'-4"4"24"x24"24"x24"24"x24"24"x24"24"x24"84"x84"T.O.W. (-) 17 1/4"T.O.F.(-) 111 1/4"1S-1.28 1/2" X 11 1/2" DF GLUE GIRT ABOVE2S-1.22S-1.22S-1.22S-1.23S-1.2T.O.W. (-) 17 1/4"T.O.W. (-) 55 1/2"T.O.W. (-) 65 1/4"T.O.WALL(-) 53 1/4"T.O.WALL(-) 53 1/4"T.O.W. (-) 17 1/4"(-) 109 3/4"T.O.F.T.O.W. (-) 9"T.O.SHELF(-) 78"T.O.F.(-) 88"T.O.PIER(-) 21 3/4"T.O.F.(-) 111 1/4"T.O.PIER(-) 50 1/4"T.O.F.(-) 111 1/4"T.O.PIER(-) 71 3/4"T.O. SLAB @ (-) 105 1/4"BASEMENT4"4"8"8'-0"46'-0"8'-0"38'-0"8'-0"4'-0"10'-2 7/16"11'-9 9/16"11'-9 9/16"14'-2 7/16"26'-0"54'-0"26'-0"54'-0"7 3/4"15'-8 1/4"8'-0"11'-8 1/4"8'-7 3/4"12'-4"12'-4"12"GENERAL NOTE 1: DATUM (0'-0") IS TOP OF FIRST FLOOR SUBFLOOR. ALL FOUNDATION ELEVATIONS ARE GIVEN RELATIVE TO THIS BENCHMARK. GENERAL NOTE 2: ALL FOOTINGS TO BE AT LEAST MINIMUM DEPTH BELOW FROST LEVEL, AS PER LOCAL CODE.GENERAL NOTE 3: DO NOT BACKFILL FOUNDATION UNTIL DECK IS FULLY FRAMED AND SHEATHED.GENERAL NOTE 4: VERIFY IN FIELD THE LOCATION OF ALL TOP OF WALL ELEVATION CHANGES, WITH CONSIDERATION GIVEN TO FINAL GRADING. GENERAL NOTE 5: BUILDER TO PROVIDE ADEQUATE FOOTINGS AND PIERS FOR STAIRS AT EXTERIOR DECKS AND PORCHES.1S-1.3-FOUNDATION DIMENSIONS ROUNDED TO NEAREST 1/4"-FLOOR AND DECK FRAMING DIMENSIONS ROUNDED TO NEAREST 1/8"-SITE CONDITIONS MAY AFFECT ELEVATIONS OF FOOTINGS.NOTE:THIS DRAWING DOES NOT CONTAIN ALL INFORMATION NECESSARY FOR CONSTRUCTION. REFER TO ALL DETAILS, SPECIFICATIONS, AND NOTES.FOUNDATION PLANCHIMNEY FOUNDATION TO BE VERIFIED WITH MASON PRIOR TO CONSTRUCTIONTYPICAL FOOTINGDIMENSIONS AT HOUSEAPPROXIMATE CONCRETE VOLUMES FOR THE FOUNDATION ELEMENTS SHOWN IN AXONOMETRIC: FOOTERS: 09 CY WALLS: 29 CY SLABS: 13 CY PIERS: .6 CYNOTE: THAT THIS IS AN APPROXIMATE VOLUME ONLY, AND THAT BWC TAKES NO RESPONSIBILITY FOR ANY USE MADE OF THIS INFORMATION.
STAMP:S-1.1CLIENT:SPINK and NGUYENDATE:SCALE: 1/4" = 1'-0"10JUL13EMAIL: info@bensonwood.com6 BLACKJACK CROSSINGWALPOLE, NH 03608 USAPHONE: (603) 756-3600FAX: (603) 756-3200SHEET TITLE:SHEET NUMBER:DATE BY ISSUE DESCRIPTION18JUL13 NB FOR PERMITFOR CONSTRUCTIONNB4SEP13NPROJECT TYPE:RESIDENCEBWC TEAM: WH, TO, NBBUILDER:CIVIL ENGINEER:H.V.A.C.:ELECTRICAL:OTHER:BENSONWOODWORKING CO.,INC. COPYRIGHT 2013LOCATION:NORTHAMPTONMASSACHUSETTSFOR CONSTRUCTION2 3/4"7'-9 1/4"2 3/4"7'-9 1/4"30'-4 1/4"7'-5"2 3/4"7'-9 1/4"2 3/4"9'-9 1/2"9'-9 1/4"2 3/4"3'-9 1/4"10'-2 7/16"11'-6 13/16"2 3/4"52'-10 1/16"12'-6"16 '-3 9/16"16'-3 5/8"10'-11 7/8"13'-11 1/4"10'-10 13/16"46'-0 1/2"48'-1 11/16"40'-6 13/16"40'-6 13/16"1'-0"6'-9 1/4"FOUNDATION DIAGONALS & EXTERIOR FOOTINGS
STAMP:S-1.2CLIENT:SPINK and NGUYENDATE:SCALE: AS NOTED10JUL13EMAIL: info@bensonwood.com6 BLACKJACK CROSSINGWALPOLE, NH 03608 USAPHONE: (603) 756-3600FAX: (603) 756-3200SHEET TITLE:SHEET NUMBER:DATE BY ISSUE DESCRIPTION18JUL13 NB FOR PERMITFOR CONSTRUCTIONNB4SEP13PROJECT TYPE:RESIDENCEBWC TEAM: WH, TO, NBBUILDER:CIVIL ENGINEER:H.V.A.C.:ELECTRICAL:OTHER:BENSONWOODWORKING CO.,INC. COPYRIGHT 2013LOCATION:NORTHAMPTONMASSACHUSETTSGRADE8" FOUNDATION WALLSCALE: 1 1/2"=1'-0"FOOTING @ INTERIOR POSTSCALE: 1 1/2"=1'-0"MIN.COVERT.O. FTG.SEE S-1.0T.O. SLABSEE S-1.012"3"SEE S-1.0GRADEDETAIL @ WINDOW OPENINGSCALE: 1 1/2"=1'-0"FOUNDATION SPECIFICATIONS1"2"PT2 8PT2 8PT2 8MIN.SEE S-1.0T.O. WALLSEE S-1.0T.O. SLABSEE S-1.0T.O. FTG.16"3"10"8"24" MIN. OVERLAP1/8"5"3"8"2"4"8"4"SEE S-1.0T.O. WALL8"1/8"1/8"SEE S-1.0T.O. WALLFOUNDATION DETAILS13#4 BARS HORIZONTALLY @ 9" o.c. BOTH WAYS4" THICK CONCRETE SLAB w/6x6x10 GAUGE WWM5/8" DIA. ANCHOR BOLT, DRILL AND EPOXY INTO CONCRETE W/ 5" MIN. EMBEDMENT DEPTH (HILTI OR EQUIVALENT)SIMPSON ABU POST BASE. @ BASEMENT POST LOCATIONS, TYP.TIMBER POST10"x10" THICKENED SLAB AT POST LOCATIONS 2 FOUNDATION SPECIFICATIONSGENERAL SPECIFICATIONS -The building footings have been designed using an assumed minimum allowable soil bearing pressure of 2000 psf. -All footings, post pads, and slabs are to be poured on undisturbed soil or well-compacted fill, or pinned to cleaned ledge. -All footings are to be placed below frost line 48" and stepped, as required by local building code. -Foundation walls are to be plumb, square, and sized to within ± 1/4" of relative elevations shown on plans.CONCRETE SPECIFICATIONS -Concrete used in footings, post pads, foundation walls, piers, and slabs shall develop a minimum compressive strength of 3000 psi in 28 days, unless otherwise specified on drawings. -All concrete shall be placed and cured in accordance with ACI standards. -Concrete shall not be installed when subject to freezing temperatures, unless following ACI procedures for curing under such adverse conditions. -Hydraulic Cement substitutes as defined in ASTM C-618 shall be used in the redi-mix up to the limits defined below: Class F Fly Ash 10% to 20% Class C Fly Ash 15% to 25% Blast Furnace Slag 20% to 30% -Vertical contraction joints for full height walls to be located 15 feet from interior corners (minimum) and spaced 30 feet center tocenter (minimum). Joints are to run from footing to top of wall, and be formed on both sides of the foundation wall. The exterior side of the joint shall be caulked with a chemically curing thermosetting joint sealant (such as polysulfide, polyurethane or silicone) that will remain flexible after placement. After the groove has been caulked, a protective cover such as a 12" wide felt strip shall be placed over the joint below grade.REINFORCING SPECIFICATIONS -Reinforcing bars (rebars) shall be ASTM A615-GRADE 60. Lap splices shall be a minimum of 24 bar diameters (12"for #4 rebar) long. -At all foundation wall corners, horizontal bars are to be made continuous around the corner. Bend bars as required, lap splices tobe a minimumof 24 bar diameters.FASTENERS -All steel fasteners or connectors in contact with pressure treated (PT) lumber shall be hot-dipped galvanized or stainless.DETAILS -Pressure treated sills are to be anchored to foundation with 5/8" Dia. x 10" anchor bolts. Provide sill gasket. The anchor bolts are to be located 36" o.c., 6" from the corners (1 3/4" minimum from edges), and exposed 2 1/2", unless otherwise specified. -Contractor shall and install post bases for solid sawn interior wood posts. -Sub-slab preparation, dampproofing or waterproofing, any sub-slab electrical, plumbing or radon piping, and all footings and floor drains to be coordinated by General Contractor. -Contractor to provide and install foundation vents per applicable codes. -Pockets in foundation walls for ends of carrying beams are to be sized and located according to plans. -Contractor to supply and install all cast-in place hardware as detailed.DATUM -"Datum" on these drawings refers to the top of first floor subfloor. All foundation elevations are given relative to this benchmark.It is the responsibility of the foundation contractor to carefully review all working drawings and details for accuracy and consistency. Only drawings marked "FOR CONSTRUCTION" shall be used for construction work. Benson Woodworking cannot be held responsible for work initiated incorrectly due to misunderstanding or misinterpretation. If there are any questions after foundation plans have been reviewed, please call Benson Woodworking before initiating any work. The Benson Woodworking office number is: (603) 756-3600. The phone is answered Mon-Fri, 8am-5pm, eastern time.44" RIGID POROUS PIPEFOR RADON MITIGATIONWATERPROOF MEMBRANE6" OF CLEAN COMPACTED GRAVELFILTER FABRIC3/4"-1" WASHED CRUSHED STONE(2) #4 BARS CONTINUOUS ALONG FOOTING LENGTH4" RIGID POROUS PIPE DRAIN TO DAYLIGHT OR DRY WELL, TYP.WATERPROOF MEMBRANE#4 BARS @ 24" o.c., VERTICALLYCLEAN GRAVEL BACKFILLANCHOR BOLT, SEE FOUNDATIONSPEC. FOR SIZE AND SPACING#4 BARS @ 24" o.c., HORIZONTALLY4" THICK CONCRETE SLAB w/ 6x6x10 GAUGE WWMPT SILL PLATE ON SILL SEAL OR GASKET. OVER HANGS FND. WALL 1/8", TYP.MIN.COVER#4 BARS @ 24" o.c. BENT VERTICAL, ALTERNATING DIRECTION, EXTEND 24" ABOVE FOOTING, TYP.3" RIGID INSULATION w/ 6 MIL VAPOR BARRIER ON 2" SAND BEDPT SILL PLATE ON SILL SEAL OR GASKET. OVER HANGS FND. WALL 1/8", TYP.PT SILL PLATE ON SILL SEAL OR GASKET. OVER HANGS FND. WALL 1/8", TYP.
S-2.0CLIENT:SPINK and NGUYENDATE:SCALE: 1/4" = 1'-0"10JUL13EMAIL: info@bensonwood.com6 BLACKJACK CROSSINGWALPOLE, NH 03608 USAPHONE: (603) 756-3600FAX: (603) 756-3200SHEET TITLE:SHEET NUMBER:STAMP:DATE BY ISSUE DESCRIPTION18JUL13 NB FOR PERMITFOR CONSTRUCTIONNB4SEP13NPROJECT TYPE:RESIDENCEBWC TEAM: WH, TO, NBBUILDER:CIVIL ENGINEER:H.V.A.C.:ELECTRICAL:OTHER:BENSONWOODWORKING CO.,INC. COPYRIGHT 2013LOCATION:NORTHAMPTONMASSACHUSETTSFOR CONSTRUCTION8'-0"17'-3"7'-7 1/2"21'-3"4'-0"10'-3 15/16"11'-9 9/16"11'-9 9/16"14'-3 15/16"8'-0"38'-1 1/2"8'-0"54'-1 1/2"26'-1 1/2"1 3/4"x11 7/8" NORDIC LAM1 3/4"x11 7/8" NORDIC LAM11 7/8" NI-40x @24" o.c.UNLESS NOTED OTHERWISE(2) 2x8 PT GIRDER(3) 2x8 PT GIRDER(3) 2x8 PT GIRDER(2) 2x8 PT GIRDER2x8 PT @16" o.c.UNLESS NOTED OTHERWISE2x8 PT @16" o.c.UNLESS NOTED OTHERWISE10'-3 1/4"S-2.121S-2.122S-2.12323S-2.1S-2.1222x8 PT @16" o.c.2x10 PTS-2.12546'-1 1/2"8 1/2"x11 3/4" DF GLU-LAM GIRT BELOW8 1/2"x11 3/4" DF GLU-LAM GIRT BELOWFIRST FLOORFRAMING PLAN2x4 BLOCKING ON THE FLAT @ TOP CORD OF JOIST, TYP.BLOCKING PERPENDICULAR TO JOISTS @ 24" o.c., USE RIM MATERIAL (TYPICAL LAST JOIST BAYS)SIMPSON HU11 HANGER @ STAIR HEADER, TYP.HATCHED AREA INDICATES POST ABOVESIMPSON HU210SIMPSON LGUM28-3SIMPSON LGUM28-2SIMPSON LGUM28-2SIMPSON IUS2.56/11.88 JOIST HANGER, TYP.1 3/4"x11 7/8" NORDIC LAM HEADER, TYP.DROPPED SUBFLOOR FOR SHOWER RECESS, -4"(3)1 3/4"x11 7/8" NORDIC LAM JOISTS NOTCHED FOR RECESS.
S-2.1CLIENT:SPINK and NGUYENDATE:SCALE: 1 1/2" = 1'-0"10JUL13EMAIL: info@bensonwood.com6 BLACKJACK CROSSINGWALPOLE, NH 03608 USAPHONE: (603) 756-3600FAX: (603) 756-3200SHEET TITLE:SHEET NUMBER:STAMP:DATE BY ISSUE DESCRIPTION18JUL13 NB FOR PERMITFOR CONSTRUCTIONNB4SEP13PROJECT TYPE:RESIDENCEBWC TEAM: WH, TO, NBBUILDER:CIVIL ENGINEER:H.V.A.C.:ELECTRICAL:OTHER:BENSONWOODWORKING CO.,INC. COPYRIGHT 2013LOCATION:NORTHAMPTONMASSACHUSETTSFOR CONSTRUCTIONFLOOR FRAMING @ FND. WALL W/ JOISTS PARALLELSCALE: 1 1/2"=1'-0"DATUM (0'-0")T.O. SUBFLOORSEE S-1.0T.O. FOUNDATION WALL81/8"2GRADETREATED SILL PLATE ON SILL SEALDOUGLAS FIR OR SYP KD PLATEFLOOR FRAMING @ FND. WALL W/ JOISTS PERPENDICULARSCALE: 1 1/2"=1'-0"RIM TO BE SITE INSULATED1 1/8" RIM BOARDALL NOTES TYP., U.N.O.DATUM (0'-0")T.O. SUBFLOORSEE S-1.0T.O. FOUNDATION WALL88PT228PT26 15/16"RIM TO BE SITE INSULATED1 1/8" RIM BOARDDOUGLAS FIR OR SYP KD PLATETREATED SILL PLATE ON SILL SEALFLR. FRAMING @ DECKSCALE: 1 1/2"=1'-0"5/8" ADVANTECH ZIP SHEATHING261/2"2ALL NOTES TYP., U.N.O.DATUM (0'-0")T.O. SUBFLOORSEE S-1.0T.O. FOUNDATION WALL6"102PT28824 24TIMBER POST BELOWPOST BLOCKING @ JOIST FLANGESCALE: 1 1/2"=1'-0"FRAMING SPECIFICATIONS1/8"8PT2PT28PT2FIRST FLOORFRAMING DETAILS21PERPENDICULAR BLOCKING @ 24" o.c. USE JOIST MATERIAL (SHADED)FLOOR JOISTS (SEE S-2.0)222x4 BLOCKING BETWEEN JOISTS FOR WALL CLIP FASTENING2x4 BLOCKING ATTACHED TO SUBFLOOR FOR WALL CLIP FASTENING237/8" SHEATHINGMETAL FLASHING OVER LEDGER5/4 DECKING1/2" PT SPACERS @ FASTENERS(2) SDS1/4X6" @ 16" o/cFLUSH LEDGER SAME HEIGHT AS JOISTJOISTJOIST HANGER2x BLOCKING BEHIND RIM25GIRDER BELOW FLOOR JOISTS. 2x4 BLOCKING AROUND POST BELOW SUBFLOOR FIRST FLOOR FRAMING SPECIFICATIONSGRADING AND CODE APPROVALS - All framing lumber for deck construction shall be stamped with the grade mark of a code-approved grading agency, as a Group II species, in accordance with the American Forest and Paper Association's National Design Specifications (NDS-01). - All manufactured engineered wood products (e.g. LVL's and MICROLAM's) shall have been successfully evaluated under NER 119. - All engineered wood products will be kept dry during transportation and storage. - All joist hangers and hardware shall be code-approved, and installed according to manufacturer's specifications. - All plywood shall meet the performance standards of DOC PS-1 of the American Plywood Association, PRP-108.GIRDERS, SILLS AND HEADERS -Girders and carrying timbers shall be laminated veneer lumber (LVL), sized per floor framing plans and built-up as required, according to manufacturer's specifications. - 2x10 pressure treated sill bolted to top of foundation wall shall be slotted for Simpson hold-down straps at each timber post location specified in framing plan.JOISTS - Rim joist shall be 1-1/4" rimboard or equivalent. - "Saddle" type galvanized joist hangers shall be installed where joists butt another member without support from below, or where joists are hung inside foundation walls.SUBFLOOR - Subflooring shall be 3/4" exterior glue (CDX) tongue and groove Douglas fir plywood or Advantech, installed with long dimension perpendicular to the supporting joists, and with PL400 (or equivalent) construction adhesive. - Subfloor nailing schedule: 8d common or 6d ring-shank nails, 6" o.c. at edges and 10" o.c. at intermediate supports.GENERAL NOTES - All deck openings shall be temporarily framed in with 2X8's hung at 16" on center. The joists shall be covered temporarily with plywood subflooring, fastened securely and made flush with the adjacent permanent subfloor. BWC will provide, upon request, a sketch of suggested framing for temporary deck opening covers. - Deck framing to be square, level, and sized to within +/- 1/8" of dimensions shown on working drawings. - DO NOT SCALE any drawings.DATUM -"Datum" on these drawings refers to the top of first floor subfloor. All deck elevations are given relative to this benchmark.It is the responsibility of the framing contractor to carefully review all working drawings and details for accuracy and consistency. Only drawings marked "FOR CONSTRUCTION" shall be used for construction work. Benson Woodworking cannot be held responsible for work initiated incorrectly due to misunderstanding or misinterpretation. If there are any questions after framing plans have been reviewed, please call Benson Woodworking before initiating any work. The Benson Woodworking office number is: (603) 756-3600. The phone is answered Mon-Fri, 8am-5pm, eastern time.241 1/2"x2"x1/4" STEEL CLIP @ 24"o.c. (2) 3" SDS PER LEGGASKET5/8" GYP.9 1/2" I-STUD @ 24" o.c.CELLULOSE INSULATION5/8" ZIP SHEATHING1/2" OSB SHEATHING2x OPEN BUILT CHASETAPE @ PANEL SEAM, TYP.1 1/2"x2"x1/4" STEEL CLIP @ 24"o.c. (2) 3" SDS PER LEGGASKET5/8" GYP.9 1/2" I-STUD @ 24" o.c.CELLULOSE INSULATION5/8" ZIP SHEATHING1/2" OSB SHEATHING2x OPEN BUILT CHASETAPE @ PANEL SEAM, TYP.1 1/2"x2"x1/4" STEEL CLIP @ 24"o.c. (2) 3" SDS PER LEGGASKET5/8" GYP.9 1/2" I-STUD @ 24" o.c.CELLULOSE INSULATION5/8" ZIP SHEATHING1/2" OSB SHEATHING2x OPEN BUILT CHASETAPE @ PANEL SEAM, TYP.
S-3.0CLIENT:SPINK and NGUYENDATE:SCALE: 1/4" = 1'-0"10JUL13EMAIL: info@bensonwood.com6 BLACKJACK CROSSINGWALPOLE, NH 03608 USAPHONE: (603) 756-3600FAX: (603) 756-3200SHEET TITLE:SHEET NUMBER:STAMP:DATE BY ISSUE DESCRIPTION18JUL13 NB FOR PERMITFOR CONSTRUCTIONNB4SEP13NPROJECT TYPE:RESIDENCEBWC TEAM: WH, TO, NBBUILDER:CIVIL ENGINEER:H.V.A.C.:ELECTRICAL:OTHER:BENSONWOODWORKING CO.,INC. COPYRIGHT 2013LOCATION:NORTHAMPTONMASSACHUSETTSFOR CONSTRUCTION16'-4 3/16"7'-7 3/4"12'-4 3/16"24'-4 1/8"36'-4 1/8"9'-11 1/4"FLOOR SYSTEM RIM AT CELLULOSE WALL LEDGERSCALE: 1 1/2"=1'-0"11 7/8" NI-40x @24" o.c.UNLESS NOTED OTHERWISE1 3/4"x11 7/8" NORDIC LAM1 3/4"x11 7/8" NORDIC LAM1 3/4"x11 7/8" NORDIC LAM1 3/4"x11 7/8" NORDIC LAM1 3/4"x9 1/2" NORDIC LAM1 3/4"x9 1/2" NORDIC LAM1 3/4"x9 1/2" NORDIC LAM1 3/4"x9 1/2" NORDIC LAM6x12 DF GIRT6x12 DF GIRTS-3.031SECOND FLOORFRAMING PLAN7/8" SHEATHING11 7/8"" NORDIC JOIST 24" o.c.7/8" PAD 5/8" GYP.9 1/2" I-JOIST @ 24" o.c.CELLULOSE INSULATION5/8" ZIP SHEATHING1/2" ZIP SHEATHING9 1/2" I-JOIST PLATE7/8" SHEATHING8d @ 4" o.c.1/4"x 6" SDS @ 24" o.c. 8d @ 4" o.c. 1SIMPSON HANGERBLOCKING PERPENDICULAR TO JOISTS @ 24" o.c., USE RIM MATERIAL (TYPICAL LAST JOIST BAYS)DROPPED SUBFLOOR FOR SHOWER RECESS, -2 3/8"
S-4.0CLIENT:SPINK and NGUYENDATE:SCALE: 1/4" = 1'-0"10JUL13EMAIL: info@bensonwood.com6 BLACKJACK CROSSINGWALPOLE, NH 03608 USAPHONE: (603) 756-3600FAX: (603) 756-3200SHEET TITLE:SHEET NUMBER:STAMP:DATE BY ISSUE DESCRIPTION18JUL13 NB FOR PERMITFOR CONSTRUCTIONNB4SEP13NPROJECT TYPE:RESIDENCEBWC TEAM: WH, TO, NBBUILDER:CIVIL ENGINEER:H.V.A.C.:ELECTRICAL:OTHER:BENSONWOODWORKING CO.,INC. COPYRIGHT 2013LOCATION:NORTHAMPTONMASSACHUSETTSFOR CONSTRUCTION127CELLULOSE ROOF PEAKSCALE: 1 1/2"=1'-0"EAVE WITH O.B. PLUS WALL AND I-RAFTERSSCALE: 1 1/2"=1'-0"261272626261'-0"1/4"2" Min.1'-1"RAKE OVERHANG WITH O.B. PLUS WALLSCALE: 1 1/2"=1'-0"UNLESS NOTED OTHERWISE2x8 @16" o.c.2x8 @16" o.c.2x8 @16" o.c.8x12 DF RIDGE8x12 DF RIDGE6x10 PT PLATE6x10 PT PLATE6x10 PT PLATE6x10 PT PLATEUNLESS NOTED OTHERWISE11 7/8" NI-40x @24" o.c.6x10 PT PLATES-4.041S-4.043S-4.043S-4.041S-4.041ROOFFRAMING PLAN5/8" ZIP SHEATHING11 7/8" I-RAFTER @ 24" o.c.CELLULOSE INSULATION1/2" OSB SHEATHING6" SDS COUNTER SUNK INTO RIDGE HOOK, 24" o.c. TYP.5x8 RIDGE HOOKTIMBER RIDGE3/4" FINISH43415/8" ZIP SHEATHINGCELLULOSE INSULATION11 7/8" I-RAFTER1/2" OSB SHEATHING9 1/2" I-PLATERAKE LADDER W / BLOCKING 24" o.c.7/8" SHEATHINGGASKETEAVE CLIP W / (4) 3" SDS SCREWS PER RAFTERNORDIC LAM TOP PLATE5/8" ZIP SHEATHING1/2" OSB SHEATHINGFINISH2x PACKOUT LAYER5/8" ZIP SHEATHINGCELLULOSE INSULATION9 1/2" I-STUDCELLULOSE INSULATION1/2" OSB SHEATHING11 7/8" I-RAFTER4215" PANEL SCREW @ EACH RAFTER6" SDS SCREW @ 24" o.c.8d NAILS @ 4" o.c.