43 -106 78 Whittier Plans A46' x 28'Building Code ComplianceThis planset was prepared to complywith the prescriptive requirementsof the 2012 editions of theInternational Residential Code (IRC)Parameters For DesignWind Speed: 100 mphWind Exposure: "B" Seismic Category: A, B and C Snow Load: 30# / sq. ft.Occupancy Classification: "U" ("R-3" only asapplicable)Construction Type: "V" Grade-To-Ridge Height: 24'-4"Gross Building Area: 2386 SFFirst Floor Area: 1288 SFSecond Floor Area: 1098 SFBuilding Categories and Data2386-1Building Materials List for Plan # 2386-1~ Local building code approved substitutions may be made to this list ~Variations in construction methods and materials can require modificationof this list. Every attempt is made for greatest accuracy, but typographicalor human error is possible. Quantities verification by the materials supplieris recommended before materials package is finalized and/or shipped.Concrete & Reinforcements For Stemwall/Footing FoundationPoured-in-place concrete--------------------------------------------------------------26.3 (min) cy#4 Reinforcing Steel Bar ASTM A-615 grade 40 915 lf 46 - 20' pcs.W/6 x 6 - w1.4 x 1.4 wire mesh-------------------------------------------- 1180 sf 295 lf, 4' rollRough Framing2 x 4 x 103-1/2" HF/DF exterior "stud" wall framing ---------------------------------- 135 pcs.2 x 4 x 91-1/2" HF/DF exterior "stud" wall framing ----------------------------------- 120 pcs.2 x 4 x 120" HF/DF interior "stud" wall framing -------------------------------------- 35 pcs.2 x 4 HF/DF No. 2 wall top plate ------------------------- 608 lf2 x 4 HF/DF No. 2 pressure-treated bottom plate ------------------------- 174 lf2 x 4 HF/DF No. 2 wall bottom plate ------------------------- 152 lf2 x 4 HF/DF No. 2 wall blocking material ----------------------------- 80 lf3-1/2 x 11-1/4 LP LVL Header 2650Fb 1.9E ------------------------ 9'-9" length 3 pcs.2 x 6 DF No. 1 Header -------------------------------------------- 8' length 8 pcs.5 1/4 x 11-7/8 LP LVL Girder 2650Fb 1.9E (will trim to fit) ------------- 12' length 1 pc.5 1/4 x 11-7/8 LP LVL Girder 2650Fb 1.9E (will trim to fit) ------------- 14' length 1 pc.5 1/4 x 11-7/8 LP LVL Girder 2650Fb 1.9E (will trim to fit) ------------- 17' length 1 pc.6 x 6 HF/DF No 2 Post (will trim to fit)--------------------------------- 9' length 3 pcs.2 x 10 HF/DF No.2 second floor joists (includes blocking material) ------- 14' length 84 pcs.3 1/2 X 9 1/4 LP LVL Header 2650Fb 1.9E --------------------------------- 12'-6" length 2 pcs.2 x 10 HF/DF No. 2 rim joist material ------------------------------------------------ 76 lf3/4" T&G APA plywood exterior glue floor ---------------------------------4 x 8 sheets 38 shts.2 x 12 HF/DF No. 2 stair stringer --------------------------------------- 20' length 4 pcs.1 x 11.5 o.s.b. BN stair tread material will trim to fit) --------------- 4' length 15 pcs.Trusses : 12 in 12 slope, 28' span reduced height end trusses ----------- 2 trussesTrusses : 12 in 12 slope, 28' span attic-type, 2-ply ----------------- 1 trussTrusses : 12 in 12 slope, 28' span attic-type, 1-ply ----------------- 2 trussesUpper Trusses : 4.643 in 12 slope, 28' span, regular type,1-ply ---------- 18 trussesUpper Trusses : 4.643 in 12 slope, 28' span, reduced ht. end trusses ----- 2 trusses2 x 4 HF/DF No. 2 lookouts material -------------------------------------- 8' length 40 pcs.2 x 3 HF/DF No. 2 soffit framing material-------------------------------- 8' length 32 pcs. 7/16" (3/8" min.) soffit panel material ------------------- 4 x 8 sheet 9 sheetsSheathing Materials 7/16" o.s.b. wall sheathing (for vertical sheet application)-------------4 x 8 sheet 89 sheets15/32" 5-ply C-D APA Plywood, ext. glue P.I. 24/0 Roof 4 x 8 sheet 64 sheetsVapor BarrierRoof 15# bituminous felt paper in 36" wide roll-------------------------------- 740 lfWall 7# bituminous felt paper in 40" wide roll -------------------------------- 1000 lfFloor .006" black polyethylene membrane------------------------------------- 1215 sfSiding Materials 8" x 7/16" textured o.s.b.siding boards with 1" lap --------------------- 2172 sf siding areaTrim: 5/4 x 4 ------------------------------------------------------------ 8' length 21 pcs.Trim: 5/4 x 4 ------------------------------------------------------------ 10' length 9 pcs.Trim: 5/4 x 3 ------------------------------------------------------------ 8' length 4 pcs.Trim: 5/4 x 3 ------------------------------------------------------------ 10' length 4 pcs.Trim: 2 x 12 (for soffit ends of rakeboards)------------------------------ 8' length 2 pcs.Fascia: 1 x 6 ---------------------------------------------------------------------- 140 lfRakeboard: 2 x 6 ---------------------------------------------------------22' length 4 pcs.Rakeboard: 2 x 6 ---------------------------------------------------------18' length 4 pcs.Roofing MaterialsComposition Roofing Shingles---------------------------------------------- 1840 sf roof areaRidgevent material-------------------------------------------------------------------- 46 lfWindow and Door Assemblies3050 nominal single hung window(s)---------------------------------------------------- 8 ea.3030 nominal single hung window(s)---------------------------------------------------- 2 ea.9'-0" x 7'-0" sectional garage door--------------------------------------------------- 3 ea.3068 s.c. interior door w/ auto closer ----------------------------------- 1 ea.3068 exterior door --------------------------------------------------------------- 1 ea.101Pictorial View Of DesignProject DataBuilding Materials ListNOTE:(electrical components and finishing materials are not included in this list)(apartment in loft materials, finished and equipment are not included in this list)Metal Parts & Misc.Anchor bolts: 1/2" dia. x 10" ASTM A-307 w/ hex nuts---------------- 32 pcs.Anchor bolts: 1/2" dia. x 8" ASTM A-307 w/ hex nuts----------------- 4 pcs.Flat washer: 2" x 2" square x 3/16" thick stl. Pl. for 1/2" dia.----------------- 36 pcs.Simpson H10 connectors -------------------------------------------- 42 pcs.Simpson A35 connectors ------------------------------------------------------- 4 pcs.Simpson STHD14 hold-down straps -------------------------------- 6 pcs.Simpson ST2215 strap --------------------------------------------------------- 1 pc.Simpson U210 joist hangers ------------------------------------------------ 4 pcs.Simpson U210-2 double joist hangers ---------------------------------------------- 3 pcs.Simpson CC5 1/4 Post Top/Beam connectors------------------------------------------- 3 pcs.Simpson EPB66 Post Bottom connectors------------------------------------------- 3 pcs.16d sinker nails --------------------------------------------------- 50 lbs.8d common nails @ 145 nails / lb. ----------------------------------------------- 50 lbs.Drip flashing for window/door heads--------------------------------------------------- 60 lfHandrail, 1 1/2" dia., wood or metal ------------------------------------- 18' length 1 pc.Handrail Support Brackets ------------------------------------------------------------ 4 pcs. ~ To advise corrections, call 1-800-210-6776 Thank you.~.GARAGE PLAN #2386-1JJB5/14/15SHEET CONTENTS:SHEETOFPLAN NO.DESIGN BY:DATE:QUESTIONS?...CALL1-800-210-6776BehmDesign Buildingplanswww.behmdesign.comCopyright behm design..updated04/18115 mph C
UP4'-4"46'-0"28'-0"46'-0"7'-3 1/2"11'-11"11'-11"7'-2 1/2"3'-4"3050305030503030305030303050305030503050WPWPWP------------------------------------ --------------------------- --------------------------- --------- ---------CLCLSCLFIRST FLOOR PLAN2386-1CONCRETE SLAB FLOORALTERNATEDOORLOCATIONSLINE OF ROOF OVERHANG ABOVE2 X 4 FRAMED WALLS, TYP.(2 x 6 AS ALTERNATE)4'-6"CONSTRUCT AS"ALTERNATEBRACED WALLPANEL" - SEEDETAILNOTE:FLOOR PLAN DIMENSIONS ARE TO FACEOF FRAMING OR CENTERLINE OF BEARING,TYP. AS SHOWNSCALE: 1/4" = 1'-0"210FIRST FLOOR PLANSECOND FLOOR PLANBRACED WALLS AS PER IRC R602.10, ASAPPLICABLE FOR LOCAL CODES( SHOWN: - - - - - - - - - - - - - )EXTERIOR BRACED WALLS (MIN. 54")NAIL SIDING PANELS OR SHEATHINGW/ 8d @ 6" o.c., EDGES AND @ 12" O.C.,FIELD AND BLOCK AT HORIZ. PANEL JOINTS.PROVIDE ALTERNATE BRACED WALL PANELS AS INDICATED. INTERIOR BRACED WALLS FRAMED W/2 X 4 STUDS @ 16" O.C. W/ DOUBLETOP PLATE AND PRESSURE-TREATED BOTTOM PLATE . SHEATH WITH 7/16" O.S.B. AND NAIL W/ 8d @ 6" o.c.,EDGES AND @ 12" O.C.,FIELD -ATTACH TO FLOOR AND CEILING AS PER DETAILSNOTE:SEE EXTERIOR ELEVATIONSFOR SIZES AND FUNCTIONNOTE:DOOR AND WINDOW HEADERSSHALL BE 2- 2 X 6 UNLESSOTHERWISE NOTED14'-0"14'-0" 3-1/2 X 11-1/4 LVL Hdr.9' W. X 7' H. GARAGE DOORJJB5/14/154'-6"6 X 6 POST W/CC5 1/4 TOP ANDEPB66 BASEFOUR STUD POST IN WALL 3-1/2 X 11-1/4 LVL Hdr.9' W. X 7' H. GARAGE DOOR6 X 6 POST W/CC5 1/4 TOP ANDEPB66 BASE6 X 6 POST W/CC5 1/4 TOP ANDEPB66 BASE 3-1/2 X 11-1/4 LVL Hdr.9' W. X 7' H. GARAGE DOOR3-CAR GARAGEUP TO SECOND FLOOR4'-0"SECOND FLOOR PLAN42" GUARDRAIL HEIGHTLINE OF ROOF BELOWLINE OF ROOF OVERHANG ABOVEDOWN TO FIRST FLOOR3068HANDRAIL4'-0"- - - - - - - - -- - - - - - - - -- - - - - - - - -14'-4"- - - - - - - - -6'-10"- - - - - - - - -6'-10"14'-4"4'-0"28'-0"4'-0"5'-2"5'-2"LINE OF ROOF BELOW13'-3"- - - - - - - - -11'-11"4'-0"- - - - - - - - -4'-6"TYP.LOFT- - - - - - - - -REQUIRED INTERIOR BRACED WALLSSEE NOTES BELOW- - - - - - - - -NOTE:WHEN REQUIRED, BUILD2 X 4 FRAMED WALLENCLOSURE FOR EGRESSW/ 5/8" TYPE X GWB ANDS.C. DOOR W/ AUTOCLOSER3068(3068)SHEET CONTENTS:SHEETOFPLAN NO.DESIGN BY:6'-10"DATE:QUESTIONS?...CALL1-800-210-6776BehmDesign Buildingplanswww.behmdesign.comCopyright behm design5'-0"25'-0 1/4"20'-11 3/43'-8"SWITCH LOCATIONCEILING MOUNTED LIGHT FIXTURE110 VOLT DUPLEX OUTLETEXTERIOR WALL-MTD. LIGHT FIXTUREELECTRIC PANEL OR SUB-PANELLOCATION, INSTALL PER LOCAL CODES- - - - - - - - -LEGEND21'-0 1/4"16'-11 3/4"6'-6"38'-0"REQUIRED INTERIOR BRACED WALLS:2 X 4 FRAMED WALLSNAILED TO FLOOR FRAMINGAND ROOF STRUCTURE ABOVE FOR BRACED WALL LINE BELOW12'-0" W. x 7'-1 1/4" H. OPENINGCENTERED IN FRAMED WALL3 1/2 X 9 1/4 LVL HEADER12'-0" W. x 7'-1 1/4" H. OPENINGCENTERED IN FRAMED WALL3 1/2 X 9 1/4 LVL HEADER 3'-4"LANDING6'-2"12'-9"2'-1 1/4"10'-9 3/4"6'-2"(interior braced wall line)48SCALE: 1/4" = 1'-0"7'-2"7'-2" 3'-6" 16'-8"3'-6"3'-4 1/2"LINES OF OPENDOOR ABOVE4'-3 1/2"METHOD CS-WSP
D/W
REF.3050305030503050305030303050305030503030WP3WPWPWPWP3WPWPGFCI10'-0" x 4'-2"10'-0" x 13'-6"14'-6" x 13'-6"7'-11" x 5'-7"5'-10" x 6'-10"5'-10" x 6'-4"1'-11" x 6'-10"7'-6" x 7'-11"663 sq ft6'-10"4'-0"46'-0"4'-0"4'-0"4'-0"3'-8"5'-11 1/2"4'-6 1/4"6'-8"7'-2 1/4"7'-8 1/2"38'-0"38'-0"6'-2"10'-9 3/4"2'-1 1/4"6'-4"2'-3"4'-2"6'-2 1/8"7'-2"3'-6"6'-0 1/4"6'-5 3/4"4'-2"3'-6"7'-2"CLOSETLAUNDRYBATHCLOSETBEDROOMBEDROOMHALLKITCHEN100 CFMV.T.O.5'-0"16'-2"6'-10"6'-10"7'- 0 1/4"7'- 3 3/4"28'-0"1'-0"100 CFMV.T.O.LIVING AREA30"24"30"36"SINK BASE24"DISH-WASHERNOTE: SUPPORT UPPERCABINETS FROM CEILING15"30"32"15"15"15"30"30"RANGE/OVENEXHAUSTHOODREFRIG.(ALTERNATE)ALTERNATE SECOND FLOOR PLAN FOR RESIDENTIAL SPACESECOND FLOOR PLANSCALE: 1/4" = 1'-0"KITCHEN BACK WALL ELEVATION2386-1210ALTERNATE SECOND FLOOR PLANINTERIOR ELEVATIONS12'-0" W. X 7'-1 1/4" H. OPENINGCENTERED IN FRAMED WALL3 1/2 X 9 1/4 LVL HEADER3 1/2 X 9 1/4 LVL HEADER12'-0" W. X 7'-1 1/4" H. OPENINGCENTERED IN FRAMED WALLSINK100 cfm V.T.O.KITCHEN INSIDE WALL ELEVATION5/14/15JBSHEET CONTENTS:SINKRANGE/ OVEN42" GUARDRAILDOWN TO GROUND FLOOR LANDINGLANDINGLAV.DRYERW.C.60" X 32" TUB/SHOWERCOMBINATION W/ INTEGRAL SURROUNDLINE OF ROOF EDGE BELOWLINE OF WALL FACE BELOWLINE OF RIDGE ABOVESHEETNOTE:INTERIOR WALLS FRAMEDWITH 2 X 4 @ 16" O.C.UNLESS OTHERWISE NOTEDDIMENSIONS SHOWN ARE TOFACE OF FRAMING AND MAYBE ADJUSTED AS REQUIREDNOTE:HVAC SPECIFICATIONSDISTRIBUTION AND LOADCALCULATIONS SHALL BE PROVIDED AS REQUIRED ASSUPPLEMENT TO THIS PLANSETBY HVAC PROVIDER. COMPLYWITH LOCAL CODE ASAPPLICABLE. INSULATE ASREQUIRED BY LOCAL CODES.NOTE:WATER HEATER SHALL BE LOCATED AS REQUIRED. PROVIDE REQUIRED SPECIFICATIONS ANDCOMPLY WITH LOCAL CODES.SMOKE ALARM, LOCATEAS SHOWN ORADDITIONALLY REQUIRED.COMPLY WITH LOCALCODE FOR SPEC. AND LOCATIONS.=OFPROVIDE MIN.22" X 30" ACCESSTO ATTC SPACEABOVE W/REMOVEABLE PANEL.PLAN NO.DESIGN BY:DATE:SSSSSSSSSEXHAUST HOOD FAN100 CFM V.T.O.QUESTIONS?...CALL1-800-210-6776BehmDesign Buildingplanswww.behmdesign.comCopyright behm designWASHERSSSSSS
CL5 1/4" WIDE LVL BEAMST2215 STRAP FULLY NAILED3/8" PLYWOOD FILLERSFULL HEIGHT STUDS4-STUD POST IN WALLWALL DOUBLE TOP PLATEBEAM END IN WALL333POST BELOWPOST BELOWPOST BELOWPOST BELOWFOUNDATION PLAN2386-1CONCRETE SLAB FLOORSTHD10 HOLD-DOWN ANCHORSREQUIRED -SEE"ALTERNATEBRACED WALLPANEL DETAIL"SCALE: 1/4" = 1'-0"310FOUNDATION PLANFOUNDATION DETAILSSECOND FLOOR / LOWERROOF FRAMING PLAN4'-6"DOUBLED JOIST, TYP. WHERE SHOWN SEE STRUCTURAL NOTE G 514'-0"2'-8"5/14/15JB 3'-4"ROUGHOPENING4'-6"11"ROUGH OPENING2'-8"9'-3"ROUGH OPENINGROUGH OPENING46'-0"2'-6" X 2'-6" X10" THICKENEDSLAB POSTFOOTINGSEE DETAIL1'-6" X 10" THICKENEDSLAB FOOTINGCONTINUOUSSEE DETAILCONCRETE SLAB2 X 4 @ 16" O.C. BRACEDWALL FRAMING W/ DOUBLETOP PLATETHICKENED SLAB FOOTING DETAILCONCRETE SLABTHICKENED SLAB FOOTINGW/ (2) #4 CONT.PRESSURE-TREATEDBOTTOM PLATE1/2" DIA. X 8" ANCHORBOLTS @ 32" O.C. W/2" SQ. X 3/16" THK.STL. PL. WASHERS7/16" O.S.B. SHEATHING6"1111'-6"10"13'-3"9'-3"11'-11" 14'-4"2'-6" X 2'-6" X10" THICKENEDSLAB POSTFOOTINGSEE DETAIL2325.-2"CL2'-8" X 2'-8" X10" THICKENEDSLAB POSTFOOTINGSEE DETAIL23PROVIDE 1/2" DIA. X10" ANCHOR BOLTSW/ 7" EMBEDMENT @MAX. 6 FT. O.C.SPACING AND MIN.12" FROM WALL ENDSAND CORNERS6'-6"SCALE: 1/4" = 1'-0"2'-8"9'-3"6'-0"14'-0"PROVIDE 1/2" DIA. X8" ANCHOR BOLTSW/ 5" EMBEDMENT @2'-8" O.C. SPACING FOR INTERIORBRACED WALLSPOST LOCATIONPOST LOCATIONPOST LOCATION2313SLAB EDGETHICKENED TO 8" WITH#4 REINF.SEE DETAIL110484'" X 36"CONCRETELANDINGSECOND FLOOR/LOWER ROOF FRAMING PLANU210 HANGERSU210-2 HANGERDBL.DBL.2 X 12 STRINGERSSTAIR SIDEWALL BELOWDOUBLE. FLR. JOIST IS2 X 4 @ 16" O.C. FRAMEDBUILD GUARDRAIL ABOVEAS REQUIREDBEARING WALL BELOWLINES OF CONCRETEFOUNDATION WALLAND CONTINUOUSFOOTING BELOW, SEETYPICAL WALL SECTION3" JOIST LAP, TYP.2-PLY TRUSSBEARING WALL BELOWBEARING WALL BELOW20'-10"BRACED WALLS BELOWSEE BRACED WALLCONTINUITY DETAIL2 X 10 BLOCKINGFOR BRACED WALLCONTINUITY, SEE68572 X 10 JOISTS @ 12" O.C. SPACING, TYP.5717(SIM.)2 X 10 BLOCKINGBETWEEN JOISTS,TYPICALST2215 STRAP NAILED OVER TOPOF PLATE AND BEAM FOR PLATECONTINUITY. CENTER ON POSTBEAM END BEARS ONTO 4-STUD POST IN WALL BELOW.TOP OF BEAM FLUSH W/ TOP OF WALL TOP PLATE, SEE33174'-0"4'-0"2 X 4 LADDER FRAMING @ 24" O.C TYP.2 X 4 LADDER FRAMING @ 24" O.C TYP.FLOOR BEAM BELOW:2650Fb 1.9E5 1/4 X 11 7/8 LVL[OR (3) 1 3/4 X 11 7/8NAILED TOGETHER]ATTIC-TYPE MANUFACTUREDTRUSSES. SEE CROSS-SECTIONEND TRUSS, REDUCED TOPFOR LOOKOUTSEND TRUSS, REDUCED TOPFOR LOOKOUTS2 X 6 RAKEBOARD, TYP.1 X 6 FASCIA, TYP.2 X 4 EYEBROWSOFFIT RAFTERS @24" O.C. W/ 2 X 3SOFFIT FRAMING,SEE DETAIL11'-2"DOUBLE JOISTDOUBLE JOISTDOUBLE JOISTDOUBLE JOIST2 X 4 LADDER FRAMING @ 24" O.C TYP.THICKENED SLABPOST FOOTING DETAILTHICKENED SLAB,MONOLITHIC-POUREDFOOTING W/ (2) #4 CONT. EA. WAYSIMPSON EPB66POST BASE W/6 EMBEDMENT6"SEE FDN. PLAN2226 X 6 POST10"CONCRETE SLAB2 X 10JOISTS@ 16"O.C.MAX.68FACE OF TRUSSFACE OF TRUSSSHEET CONTENTS:SHEETOFPLAN NO.DESIGN BY:DATE:QUESTIONS?...CALL1-800-210-6776BehmDesign Buildingplanswww.behmdesign.comCopyright behm design
LOFT 1212 124.643LOFTGARAGERIDGE CAP ROOFINGMATERIAL, NAIL TOSHEATHING THROUGHPLASTIC VENTROOFINGSHEATHINGTOP OF ROOF FRAMINGCORRUGATED PLASTICRIDGEVENT - FOLD OVERRIDGE, CONFORMING TOSLOPE OF ROOF1" TO 1- 1/2" FORFREE AIR PASSAGEROOF FRAMING PLANCROSS-SECTIONBEARING WALL BELOWROOF FRAMING PLANCROSS-SECTION2 X 6 RAKEBOARD, TYP.TRUSSES @ 24" O.C. MAX. SPACING2 X 4 LOOKOUTS, OVER REDUCED - HEIGHT TRUSS END TRUSS @ 24" O.C.VENTED SOFFITSEE TYPICAL WALL SECTION @ EAVENOTE:ARROW LINE INDICATESEXTENT OF SPANNINGMEMBERS, NOT THEDIRECTION OF SPANSCALE: 1/4" = 1'-0"410BEARING WALL BELOWCONCRETE SLAB FLOORCONCRETE FOUNDATIONGRADE7'-0"3'-0"2386-15/14/15JBRIDGEVENTDETAIL1 X 6 FASCIA, TYP.END TRUSSEND TRUSSRIDGERIDGERIDGENOTE:RIDGE LINES ARECONTIGUOUSWITH MATCHED PEAK ELEVATIONS42" HIGH, 2 X 4 FRAMEDHALF-WALL (GUARDRAIL) SEE14'-6"MANUFACTURED ATTICTRUSS ROOF40#/SF LL LOFT FLOOR10" TRUSSSHOULDER HEIGHT2 X 10 TRUSS BOTTOMCHORD REQUIRED9'-0"24'-4 GRADE-TO-PEAK6'-0"TRUSS HEIGHT8'-0"9'-0"CONCRETE POSTFOOTING AS SPECIFIED7" TRUSSSHOULDER HEIGHTSCALE: 1/4" = 1'-0"CROSS-SECTIONSCALE: 1/4" = 1'-0"24'-4 GRADE-TO-PEAK14'-10"TRUSS HEIGHT2 X 10 FLOOR JOISTS2 X 10 BLOCKING 3" LAPMANUFACTURED REGULAR TRUSS ROOFSHEET CONTENTS:SHEETOFPLAN NO.DESIGN BY:DATE:5 1/4" x 11 7/8" LP LVLFLOOR BEAM6 X 6 POSTQUESTIONS?...CALL1-800-210-6776BehmDesign Buildingplanswww.behmdesign.comCopyright behm designSEE TYPICALWALL SECTION@ GABLE ENDEYEBROW ROOF/SOFFIT ATTACHED TO FRONT WALLTYPICALWALLSECTIONGARAGE DOORTRACK TYP.POSITION473727TYPICALWALLSECTIONBRACED WALLSBELOW - ATTACHTO BLOCKING - SEEBRACED WALLCONTINUITY DETAIL3068DOORREQUIRED LANDINGCLEARANCEENVELOPEINTERIOR BRACED WALL PANEL, TYP.68(16) RISERS @ 7 1/2"2 X 12 STRINGERS1 1/2" DIA. WOODHANDRAIL (36" HEIGHTABOVE STAIR) W/(4) WALL-MOUNTBRACKETS1" NOSING, TYP.5/8" TYPE 'X' G.W.B.BELOW STAIRWAY AND ON 2 X 4 @ 16" O.C.FRAMED STAIR SIDEWALLBELOW SECOND FLOOR 3'-4"LANDING15 TREADS @ 10"RIDGEVENT DETAIL172417JOIST HANGERSFOR STRINGERSTO DBL. JOIST8'-0"222AAABBBAAABBB
FLASH @ ROOF, TYP.SIDING:8" X 7/16" TEXTURED O.S.B. SIDING BOARDS, OVER 7# FELTVAPOR BARRIER, OVER SHEATHING(APPROVED ALTERNATE SIDINGMATERIALS MAY BE SUBSTITUTED) ALTERNATE SIDING:7/16" TEXTURED O.S.B SIDINGPANELS OVER 7# FELT VAPOR BARRIER5/4 X 4 / 5/4 X 3CORNER BOARDS5/4 X 4 WRAP TRIM -BUTT SIDEMEMBERS TOTOP AND BOTTOMMEMBERS, TYP.FRONT ELEVATIONRIGHT SIDE ELEVATIONLEFT SIDE ELEVATIONREAR ELEVATIONNOTE:FOR ALTERNATIVE SIDING PANELSUSE 1 X TRIM BOARDS -NAIL OVERSIDING PANELS, TYP.9' W. X 7' H. GARAGE DOOR1 X 6 FASCIA, TYP.DRIP EDGEFLASHINGSCALE: 1/4" = 1'-0"5102386-15/14/15JBFRONT ELEVATIONREAR ELEVATIONLEFT SIDE ELEVATIONRIGHT SIDE ELEVATION2 X 6 RAKEBOARDS, TYP.RIDGEVENT, CONT.COMPOSITION ROOFING3050SINGLE HUNG3030SINGLE HUNG9' W. X 7' H. GARAGE DOOR3068DOOR9' W. X 7' H. GARAGE DOORLINES OF FOUNDATIONGRADE LINENOTE:NOMINAL WINDOW SIZES ARE SHOWN: FEET/INCHES WIDE X FEET/INCHES HIGH, TYP. - VERIFY FRAMED OPENINGREQUIRED BY PRODUCT MFR.NOTE:FLASH OPENINGS AND PROVIDEWEATHERSTRIPPING AS REQUIREDBY LOCAL CODESNOTE:NOTES AND MATERIALS INDICATEDIN THIS ELEVATION ARE TYPICALFOR ENTIRE BUILDING AS APPLICABLE3050SINGLE HUNG3050SINGLE HUNGEXTERIORLIGHT FIXTURE,TYP.D WHERESHOWNSCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"3050SINGLEHUNGSECOND FLOOR LINE (TYP.)FIRST FLOOR LINE (TYP.)3050SINGLEHUNG3050SINGLE HUNG3050SINGLE HUNG3050SINGLE HUNG3030SINGLE HUNGSHEET CONTENTS:SHEETOFPLAN NO.DESIGN BY:DATE:QUESTIONS?...CALL1-800-210-6776BehmDesign Buildingplanswww.behmdesign.comCopyright behm design
NOTE:VERIFY ROUGH OPENINGREQUIREMENTS FORDOORS AND WINDOWSBEFORE FRAMING WALLSFRONT WALL FRAMING ELEVATIONLEFT SIDE WALL FRAMING ELEVATIONRIGHT SIDE WALL FRAMING ELEVATIONSCALE: 1/4" = 1'-0"610WALL FRAMING ELEVATIONS5/14/15JBNOTE:4-STUD LAMINATED POST CENTERED IN WALL FORGIRDER END HANGER SUPPORT, SEE DETAIL48SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"48482833NAIL FULL- HEIGHT STUD TO EA.SIDE OF 4-STUD POST2386-1(FOR BRACED WALL LOCATIONS SEE FLOOR PLAN, SHEET 2)SHEET CONTENTS:SHEETOFPLAN NO.DESIGN BY:DATE:QUESTIONS?...CALL1-800-210-6776BehmDesign Buildingplanswww.behmdesign.comCopyright behm designREAR WALL FRAMING ELEVATIONSCALE: 1/4" = 1'-0"2 X 10 TRUSS BOTTOM CHORD2 X 10 RIM JOIST2 X 10 RIM JOIST2 X 10 TRUSS BOTTOM CHORD18181818181818SECOND STORY END TRUSSSECOND STORY END WALL FRAMINGFIRST STORY END TRUSSFIRST STORY END WALL FRAMINGNOTE:PROVIDE 2 X 4 HORIZONTAL BLOCKING BETWEEN STUDS FOR SHEATHING PANEL EDGE NAILING AT BRACED WALLS2 X 4 LOOKOUT RAFTERS@ 24" O.C. SPACING, TYPNOTE:LOCATE AND SIZE OPENING FORWINDOW AS REQUIRED, TYP.FLOOR BEAM END SUPPORT, SEE DETAIL
2 X 4 CAP2 X 4 FRAMING @ 16" MAX. O.C.2 X 4 PLATELAG SCREW 1/4" X 3"(3) STAGGERED / SPACEFLOOR PLYWOODFLOOR FRAMING 3'-6"GUARDRAIL HEIGHTINTERIORGUARDRAIL DETAIL444R-_______ INSULATIONR-_______ INSULATIONR-_______ INSULATIONR-_______ INSULATIONR-_______ INSULATIONR-_______ INSULATIONR-_______ INSULATION2" CONT.SCREENED VENTTYPICAL WALL SECTION @ LOWER STORY EAVETYPICAL WALL SECTION@ UPPER STORY EAVEFOUNDATION,SLAB AND GRADEAS SHOWN INDETAILEND TRUSS FORLOWER ROOFEND TRUSS 2 X 10 BOTTOM CHORDTYPICAL WALL SECTIONSFOUNDATION DETAILSINTERIOR GUARDRAIL DETAIL2386-1710SHEET CONTENTS:SHEETOFPLAN NO.DESIGN BY:DATE:QUESTIONS?...CALL1-800-210-6776BehmDesign Buildingplanswww.behmdesign.comCopyright behm designJJB4/14/15U210 HANGERUPPER ROOFEND TRUSSSCALE: 3/4" = 1'-0"2" CONT.SCREENEDVENTDRIP EDGEBEARING SOILNOTE:2 x 6 WALL FRAMINGMAY BE SUBSTITUTED IFREQUIRED FOR INSULATIONTHICKNESS AND R-VALUE8"4"1'-4"4"3/4" FLOORPLYWOODCOMPLY WITH LOCALREQUIREMENT FORFROSTLINE DEPTH15# FELT UNDERLAYMENT1 X 6 FASCIAMIN. 1/2" DRIP1 X 2 TRIMSHEATHING OR SIDING-PANELAS SPECIFIEDSIMPSON H10 CONNECTORCONTINUOUS 2 X 4DOUBLE TOP PLATE2 X 4 "STUD" WALL FRAMING @ 16" O.C.2 X 4 PRESSURE-TREATEDBOTTOM PLATE1/2" DIA. X 10" ANCHOR BOLTSW/ 7" EMBEDMENT, W/ 2" SQ.X 3" THK. STL. PL. WASHERS,@ MAX. 6 FT. O.C. SPACING4" GRAVEL BASEAS REQUIRED4" CONCRETE SLAB.006" POLYETHYLENE VAPOR BARRIERCONCRETE FOOTING/STEMWALL W/ (4) REBAR,CONT. AND #4 X 16" VERT. DOWELS @ 48" O.C.FINISHED GRADEOPTIONAL PERFORATED FOOTINGDRAIN - SURROUND 18" W/PEA OR WASHED GRAVELCOMPOSITION ROOFING6" (MIN.)1'-6" (MIN.)8"15/32" PLYWOOD SHEATHINGFLOOR JOIST 1'-4" o/h5/8" TYPE X G.W.B.AS REQUIREDFLASHING2 X 6 LEDGER2 X 4 RAFTER @ 24" O.C.1 X 6 FASCIA2 X 3 SOFFIT FRAMINGSOFFIT MATERIALCONT. 2" VENT2 X 4 SOLE PLATEDOUBLE 2 X 4 CONT.TOP PLATETRUSS TAIL OVERHANGMAY BE INCREASED ORREDUCED AS PREFERRED2 X 4 "STUD" WALL FRAMING @ 16" O.C.INSUL. BAFFLE W/ 1" AIR SPACE ABOVE111SCALE: 3/4" = 1'-0"2 x 3 SOFFITFRAMING, TYP.SOFFIT MATERIALNAILED TO LOOKOUTS1 X 2 TRIMTYPICAL WALL SECTION@ GABLE / STAIRWAYLANDING AREA3/4" FLOORPLYWOODFLOOR JOISTS(LADDER FRAMING)5/8" TYPE X G.W.B.AS REQUIRED2 X 6RAKEBOARDDOUBLE 2 X 10FLOOR JOIST2 X 4 LOOK-OUTS ON END BEARING ONREDUCED HT.END TRUSS2 X 4 FRAMEDLOWER STORYWALL BELOWFOR CEILING OVERSTAIR & LANDINGUSE 2 X 4 @ 24" O.C. W/ U24 HANGERS ON2 X 4 LEDGER NAILEDTO INSIDE OF ENDTRUSS2-PLY ATTIC TRUSS 4'-0"BACKSPAN1'-0"o/h555SOFFIT MATERIALSIMPSON H10 CONNECTOR1/2" DRIP1715# FELTSCALE: 3/4" = 1'-0"15/32" PLYWOOD SHEATHINGCOMPOSITION ROOFINGDRIP EDGE1 X 6 FASCIACONTINUOUS2 X 4 DOUBLE TOP PLATE2 X 4 "STUD"WALL FRAMING @ 16" O.C.TRUSS1'-4"o/h3331 X 2 TRIM2 x 3 SOFFITFRAMING, TYP. 1'-4" o/hFRONT WALL ONLYEYEBROW SOFFITTYPICALSOFFITROOF TRUSSESCEILING LINESOFFIT MATERIALNAILED TO LOOKOUTS, TYP.1 X 2 TRIMTYPICAL WALL SECTION@ UPPER STORY GABLESCALE: 3/4" = 1'-0"3/4" FLOOR PLYWOODMETAL DRIP FLASHINGCONTINUOUS 2 X 4DOUBLE TOP PLATEFLOOR JOISTS5/8" TYPE X G.W.B.AS REQUIRED2 X 6 RAKEBOARD2 X 4 SOLE PLATEFLAT 2 X 4 LOOKOUTS(LET-IN TO TRUSS TOP CHORD OR USE LOWEREDEND TRUSS)2 X 4 "STUD" WALLFRAMING AT 16" O.C.SHEATHING OR SIDINGPANEL AS SPECIFIEDEND TRUSSCONTINUOUS DOUBLE2 X 4 TOP PLATECOMPOSITION ROOFING15# FELTUNDER-LAYMENT15/32" PLYWOOD SHEATHINGTRUSS 2'-0"BACKSPAN1'-0"o/h222
(VERIFY WINDOWROUGHOPENINGREQUIREMENTSFROM MFR.)CRIPPLE STUDSHEADER AS SPECIFIEDSILLCRIPPLE STUDSTRIMMER STUDKING STUDBOTTOM PLATESTUD WALL FRAMINGCRIPPLE STUDS OR FILLERFRAMING AS NEEDEDTRIMMER STUDSKING STUDSHEADER AS SPECIFIEDPRESSURE-TREATEDBOTTOM PLATEVERIFYDOORROUGHOPENINGREQ'T.666AT ROOFINTERIOR BRACED WALLSCONTINUITY DETAILS2 X 10 FLOORJOIST2 X 4 WALL BOTTOM PLATE2 X 4 @ 16" O.C. FRAMED WALL2 X 4 WALL DOUBLE TOP PLATESIMPSON A34 @ 24" O.C.7/16" OSB SHEATHING7/16" OSB SHEATHINGLOWER STORY(3) 16d NAILS / STUD SPACE2 X 4 @ 16" O.C. FRAMED WALL3/4" FLOOR PLYWOODROOF TRUSS8d NAILS @ 6" O.C.8d NAILS @ 6" O.C.2 X 4 WALL DOUBLE TOP PLATESIMPSON A35 @ 24" O.C.7/16" OSB SHEATHING2 X 4 @ 16" O.C. FRAMED WALLROOF SHEATHINGUPPER STORY2 X 10 FLOOR JOISTS2 X 4 WALL BOTTOM PLATE2 X 4 @ 16" O.C. FRAMED WALL2 X 4 WALL DOUBLE TOP PLATETOENAIL (3) 8d @ EA.BLOCKING MEMBER7/16" OSB SHEATHING7/16" OSB SHEATHINGLOWER STORY(3) 16d NAILS INTO EA. BLOCKING MEMBER BELOW2 X 4 @ 16" O.C. FRAMED WALL3/4" FLOOR PLYWOODSOLID 2 X 10 BLOCKINGBETWEEN JOISTS SPACED@ 16" O.C. @ BRACEDWALL PANELUPPER STORY(2) 16d NAILS EA. SIDEAT SECOND FLOOR IF @ FLOOR JOISTAT SECOND FLOOR IF @ FLOOR JOIST SPACEBOTTOM PLATES BELOWBOTTOM PLATES BELOWJJB4/27/1582386-1333WINDOW OPENING DETAILDOOR OPENING DETAIL10ALTERNATE BRACED WALLPANEL DETAILSTHD HOLDDOWNSSTUDS @ CORNER(IN PLAN VIEW)WALL FRAMING DETAILSALTERNATE BRACED WALL PANEL DET.FLASHING DETAIL (PANEL SIDING)INTERIOR BRACED WALLCONTINUITY DETAILSSTUDS @ INTER-SECTING WALL7/16" O.S.B. SHEATHING -NAIL TO ALL FRAMING W/ 8d @ 6" O.C.CONTINUOUS DOUBLE TOP PLATE (MIN. CONT. SINGLE OVER HEADER ALLOWABLE IF REQUIRED)CONT. DOUBLE TOP PLATEWALL CORNER FRAMING(OR DBL. TRIMMER + KING,IF APPLICABLE)HEADERS AS SPECIFIEDDOUBLED TRIMMER STUDSSINGLE KING STUD1/2" DIA. ANCHOR BOLTSPRESSURE-TREATEDBOTTOM PLATESINGLE STUDS(REVERSE AS APPLICABLE)SIMPSON STHD14 -EMBED INTO CONCRETE 14"-FULLY NAIL TOWALL FRAMINGTOP OF CONCRETE8"8"2'-8" (TYP.)1-1/2"TYP.(SEE FDN. PLAN)EQ.EQ.SHEET CONTENTS:SHEETOFPLAN NO.DESIGN BY:DATE:QUESTIONS?...CALL1-800-210-6776BehmDesign Buildingplanswww.behmdesign.comCopyright behm design111222444555WSP
JJB4/27/1592386-110E. Cast-In-Place Concrete and Reinforcing Steel1. Concrete of the following 28-day strength: 5 sack cement/cy (min. 2500psi); max. 6 gal water/sack for all structural concrete, including foundationsand slabs on grade. Maximum sized aggregate ¾”. Maximum slump 4”.Add Master Builders Pozzolith per manufacturer’s recommendations to allconcrete except footings. Concrete for exterior walks to be air entrained (5%air).2. Reinforcing steel ASTM A-615 grade 40/60. Use grade 40 fortemperature steel, stirrups and dowels. Detail, fabricate and place inaccordance with the latest edition of A.C.I. “Manual Of Standard Practice”. 3. Concrete cover on reinforcing steel (clear dimensions):Suspended slabs……………………………..¾”Beams & columns (to ties)……………..…1 ½”Non-exposed vertical faces…………….….1”Vertical faces exposed to earth or weather..2”Bottom of footings…………..………….…3Slabs-on-grade (from top)………………...1 ½”4. Lap all field splices 24 diameters with minimum of 12”. Bend outer wallfooting bars 12 inches or use corner bars at all corners and wall intersections.5. Provide min. one continuous #4 bar at top and bottom of foundationwalls w/ #4 at 12” o.c. where wall height exceed two feet. Provide min. twocontinuous #4 bars in footings. Dowel foundation walls to footings w/ #4 x1’-6” long @ 16” o.c. Embedded 6” into footing. (No shear keys required)6. Reinforce around wall and slab openings, with sides of 12” or greater,with two #5 bars extending 24” beyond corners on all four sides. Provideone extra #5 diagonal bar, 4’-0” long, at each corner.7. Slabs-on-grade: Roll sub grade and moisten before pour. Saw cut crackcontrol joints within 24 hours of pour or install Zip-Strip, with maximum of12’-0” for 4” non-reinforced slabs and 40’-0” for reinforced slabs. (min.reinforcing: w6 x 6 - w1.4 x 1.4, supported)8. Vibrate all concrete. Segregation of materials to be prevented. Testcylinders not required.9. Place no fill against foundation or basement walls until floors are inplace or walls have been adequately shored to resist lateral earth pressures.SHEET CONTENTS:SHEETOFPLAN NO.DESIGN BY:A. GeneralThe following notes shall clarify and supplement the working drawings.B. Codes & StandardsInternational Residential Code (IRC) – 2009 edition and/orACI-318; ACI SP-15 / M.B.M.A Manual(and comply with all local applicable codes as required by Building Official)C. Live LoadsRoof……………………30 lbs/sfFloors…………………..40 lbs/sfStairs & Exist ……….. 100 lbs/sfWind……………………100 mphSeismic zone………A, B, CEarth Pressure ………………30lbs/cf equiv. Fluid pressureD. Soil & Foundation Data1. Soil bearing data not available. Assumed soil bearing capacity = 1500 lbs/sf.2. Extend all footings down to undisturbed soil of the specified strength witha minimum depth of 1’-6” below adjacent grade, or as required by localbuilding official, based on local frost line depth.3. Center all footings on columns and walls unless specifically dimensionedotherwise.4. Compacted fill to be well graded and granular with not more than 5%passing a 200 sieve. Place in 8-inch loose lifts and compact to 95% modifiedAASHO density at optimum moisture.F. Masonry (as applicable)1. Hollow masonry units: F’M=1350 (half & half c.m.u.) Mortar type S: 1 pc, ½ lime putty, 4 sand (UBC) Grout: 2000 psi pea gravel concrete (7 sack)2. Reinforcing steel: ASTM A-615, grade 40.3. Place grout in lifts no greater than 4’-0” height.4. Wall reinforcing:.....6” walls: #4 vertical @ 48” o.c. w/ #9 wire horiz. Joint reinf. @ 8” o.c......8” walls: #5 vertical @ 48” o.c. w/ 3/16” dia. wire horiz. Joint reinf. @ 8”o.c.Install two bars in corners, wall intersections, wall endings and aroundopenings. Lap all bars 20 inches and joint reinforcing, 12 inches. Use cornerbars for outer bars in bond beams and at intersecting walls.5. Anchor brick veneer to wood framed wall as detailed with 22 ga. X 7/8” x7” galvanized corrugated wall ties @ 16” o.c. ea. Way with one Simpson n20anail.G. Timber and Wood Framing1. Substitution of wood species identified herein may be as approvedby local Building Official and material strength and capacities shallequal or exceed that of the species identified herein.2. All lumber to be graded per book 16 of the West Coast LumberInspection Bureau:HF/DF no. 2 for joists, rafters, light framing, plates and bracingDF no. 1 for posts and beamsHF/DF “stud” for stud wall framing4. Joists and rafters (lumber) shall have 2” nominal thick solid blockingat supports.3. Comply with the latest edition of the NFPA “National DesignSpecification” as modified by the applicable code for all structural timberrequirements.5. Spike laminated members together w/ 10d nails @ 12” o.c., staggered.Splice laminations at supports only.6. Provide cut washers for all bolts bearing on wood.7. All nails shall be common wire nails.8. Glue-laminated timbers, Douglas Fir, A.I.T.C. grading: combination24F-V3 for simple spans: 24F-V8 for cantilevered spans. Dry conditionsof use. Architectural appearance grade where exposed to view.Fabrication plant A.I.T.C. inspected./ Wrap individual members. 9. Plywood: Roof sheathing to be 15/32"” C-D int-apa plywood withexterior glue, P.I. 24/0 (use 5-ply for panelized roofs) Nailing 8d @ 6” o.c.at panel edges and 8d @ 12” o.c. at intermediate supports. Sub-flooring tobe ¾” C-D-apa plywood with exterior glue, P.I. 32/16. Use T&G if nounderlayment. Glue and nail with 10d @ 6” o.c. at panel edges and @ 10”at intermediate supports.10. Pre-fabricated trussed members to be designed by applicable statelicensed engineer in accordance with requirements shown in thedrawings. Contractor shall verify as-framed dimensions and conditionsprior to truss fabrication and coordinate as required. All engineeringdata shall be made available for submittal to the Building Official asrequired.H. Structural Steel1. All steel, except tubing: ASTM A-36. Pipe: ASTM A-53, Type E or S,grade B. Tubular section: ASTM A500, grade B. All bolts: ASTM A-307.2. All fabrication, erection and detailing shall be in accordance with thelatest edition of the “Manual Of Steel Construction” of the AmericanInstitute Of Steel Construction.3. All welding by WABO certified welders in accordance with the“Welding Handbook” by the American Welding Society.4. All welds 3/16” min. continuous fillet welds using ASWA5, E70XXelectrodes.5. Provide washers on all bolted connections.6. All steel not embedded in concrete or masonry shall receive one shopcoat of an approved primer paint. Apply two coats of heavy asphalticpaint to all steel exposed to earth.7. Furnish complete shop drawings prior to fabrication.I. Miscellaneous1. Contractor shall verify all site conditions and dimensions in field.2. Provide temporary bracing as required until all permanentconnections and stiffening have been installed.3. Verify size and locations of all openings in floor, roof and walls andcoordinate with electrical and mechanical work.4. Pre-fabricated items shall be handled and installed in accordancewith manufacturers’ recommendations. Pre-fabricatedassemblies shall be coordinated with any as-built conditions by thecontractor regarding dimensions, clearance and applicable building coderequirements.5. All HVAV equipment shall be determined by owner and/orcontractor specific to this project and comply with all applicable codes.Performance data and distribution layout shall be provided bymechanical subcontractor. Submittals shall be coordinated by thecontractor as required by the Building Official.6. It is the intent of these drawings and specifications to comply with therequirements of the applicable Building Code and all other relevant codesand ordinances. Any discrepancies, omissions or errors shall be broughtto the attention of the designer for clarification or correction beforebeginning the work. It is the responsibility of the general contractor toseek clarification or correction if needed.STRUCTURAL/GENERAL NOTESWINDOW DETAILSDOOR DETAILSDATE:WINDOW DETAILSDOOR DETAILSQUESTIONS?...CALL1-800-210-6776BehmDesign Buildingplanswww.behmdesign.comCopyright behm design(NOT TO SCALE)(NOT TO SCALE)STRUCTURAL/GENERAL NOTES & SPECIFICATIONS2012115 mph Exp. C
102386-110JJB4/27/15SHEET CONTENTS:SHEETOFPLAN NO.DESIGN BY:DATE:CODE REQUIREMENTS FORFASTENINGS AND SHEATHING GARAGE DOOR DETAILSQUESTIONS?...CALL1-800-210-6776BehmDesign Buildingplanswww.behmdesign.com