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S0.2 <br />2811 <br />SCALE: 1"=1'-0"9 SCALE: 1"=1'-0"3 <br />SCALE: 1"=1'-0" <br />SCALE: 1"=1'-0" <br />10SCALE: 1"=1'-0" <br />SCALE: 1"=1'-0" <br />7 <br />SCALE: 1"=1'-0" <br />SCALE: 1"=1'-0"12 <br />SCALE: 1"=1'-0"1TYPICAL WALL FRAMING DETAIL <br />6SCALE: 1"=1'-0" <br />REBAR AT INTERSECTION <br />ANGLECORNER <br />DOUBLE CURTAIN <br />END <br />INTERSECTION <br />LENGTH OF BENDS <br />SHALL BE LARGER OF <br />18" OR PER <br />ANGLE <br />CORNER <br />INTERSECTION <br />END <br />SINGLE CURTAIN <br />S0.2 <br />3 <br />TYPICAL REBAR INFORMATION <br />135° BEND <br />D1 <br />90° BEND <br />D1 <br />6d # <br />3 <br />- <br /># <br />5 <br />12d <br /> <br /># <br />6 <br />- <br /># <br />8 <br />OR <br />2 1/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br />6d <br /> <br /># <br />3 <br />- <br /># <br />5 <br />12 <br />D <br /> <br /># <br />6 <br />- <br /># <br />8 <br />OR <br />2 <br />1 <br />/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br />d <br />D <br />d <br />D <br />TIE WIRE <br />6 <br />d <br />1 <br />12 <br />d <br />180° BEND <br />4d OR <br />2 1/2"MIN. <br />D <br />MINIMUM BEND DIAMETERS <br />D=6d FOR #3 THRU #8 <br />D=8d FOR #9 THRU #18 <br />MINIMUM INSIDE <br />STIRRUP & TIES <br />MIN BEND DIAMETERS <br />D1= 4d FOR #3 THRU #5 <br />D1= 6d FOR #6 THRU #8 <br />TYPICAL STIRRUPS AND TIES <br />OFFSET AND SPLICES <br />36d (18"MIN.) CONC. <br />48d (24"MIN.) IN MASONRY <br />48d (24"MIN.) @ GRADE BEAMS <br />TYPICAL HOOKS AND BENDS <br />TYPICAL ANCHOR BOLTS AT SILL PLATE <br />FRAMING NOTCHING <br />DIAMETER="W"/4 MAX. <br />WOOD STUD <br />6" <br /> <br />M <br />I <br />N <br />. <br />'W' <br />NOTCHING OF JOIST AND <br />RAFTERS IS NOT ALLOWED <br />JOIST / RAFTER <br />2'D' MIN. <br />'D <br />' <br />'D <br />' <br />/ <br />2 <br />DIAMETER='D'/6 MAX. <br />(8) 16d EA. SIDE OF <br />NOTCH (4 EA. PLATE) <br />WHERE NOTCH IS GREATER THAN 1" PROVIDE 12 GA. <br />STRAP SAME WIDTH AS DBL TOP PLATE <br />DOUBLE TOP PLATE <br />'B <br />' <br />'B <br />' <br />/ <br />2 <br />3" MAX. <br />5"5" <br />WHERE DEPTH 'b' OF NOTCH IS GREATER THAN <br />'B'/5 PROVIDE ANCHOR BOLT EA. SIDE <br />SILL PLATE <br />5" MIN. <br />9" MAX. <br />5" MIN. <br />9" MAX. <br />5" MIN. <br />9" MAX. <br />'b <br />' <br />'B <br />' <br />DIAMETER= 'B'/2 <br />MAX. <br />STUD WALL AT CORNERS <br />NOTE: PROVIDE REQ'D. DBL <br />STUDS OR POSTS WHERE <br />A.B. OCCUR <br />2X STUD @ <br />16" O.C., TYP. <br />PROVIDE 16d @ 12" <br />O.C., STAGG. TYP. <br />2X STUD @ <br />16" O.C., TYP. <br />PROVIDE 16d @ 12" <br />O.C., STAGG. TYP. <br />TOP PLATE SPLICE <br />4'-0" MIN. <br />SPLICE OVER <br />STUD TYP. <br />16d @ 12" O.C. <br />INTERM. NAILING. <br />(13)-16d @ EA. SIDE <br />OF SPLICE, TYP. <br />NOTE: <br />BALANCE OF NAILING PER <br />2013 CBC, TABLE 2304.9.1, OR <br />DETAILS. <br />NOTE: <br />PROVIDE 2x FIRE STOPS @ CEILINGS, <br />FLOORS, AND @ 8'-0" O.C. MAX. <br />VERTICALLY. <br />(2)16d MIN. (ADD'L. (2) 16d <br />FOR EA. ADD'L. 2" OF <br />HDR. DEPTH) <br />2x STUDS @ 16" O.C. <br />2X JAMBS <br />(1) AT OPNG. LESS THEN 4'-0" <br />(2) AT OPNG. 4'-0" TO 6'-0" <br />(3) AT OPNG. 6'-0" TO 10'-0" <br />2x FIRE STOPS AT <br />8'-0" O.C. VERT. & HORZ. <br />TYP. <br />DBL. STUDS OR POST <br />@ HOLDOWNS-SEE PLAN <br />WHERE OCCURS <br />DBL.2x TOP PLATE <br />SIMPSON 'A34' @ OPENINGS <br />WIDER THAN 8'-0" <br />HEADER, SEE PLAN <br />2x TRIMMER: <br />(1) @ 5 1/ 4" OR LESS HDR. DEPTH <br />(2) @ 7 1/ 4" OR GREATER HDR. DEPTH <br />4x POST @ GLB OR PSL HDRS.(2) 10d <br />T.N. <br />2x SILL WHERE OCCURS <br />(DBL. 2x SILL @ OPNGS. <br />WIDER THAN 4'-0") <br />16d @ 12" O.C., TYP. <br />SILL PLATE <br />KING POST DETAIL <br />KING POST <br />PER PLAN <br />SIMPSON 'EPC' <br />POST CAP <br />BEAM PER PLAN <br />SIMPSON 'PC' POST <br />CAP INVERTED <br />BEAM PER <br />PLAN <br />KING POST <br />PER PLAN <br />SIMPSON 'EPC' <br />POST CAP <br />BEAM PER PLAN <br />SIMPSON 'PC' POST <br />CAP INVERTED <br />BEAM PER <br />PLAN <br />'d <br />' <br />'d''d''d'PER PLANS <br />36" O.C., MAX., SEE ALSO <br />SHEAR WALL SCHED. FOR <br />A.B. SPAC'G. IN THOSE <br />AREAS <br />1-3/4", MIN., <br />TYP. <br />1- <br />3 <br />/ <br />4 <br />" <br />, <br /> <br />M <br />I <br />N <br />. <br />, <br />TY <br />P <br />. <br />5/8"Ø, MIN., X 10" MIN. EMBED. A.B. PER PLAN, 36" O.C., MAX. <br />(REFER TO SHEAR WALL SCHED. FOR A.B. SIZE AND SPAC'G. <br />OF A.B.) WHERE PLATE IS NOTCHED OR DRILLED MORE THAN <br />1/3 OF THE WIDTH OF THE PLATE, PROVIDE ADDITIONAL A.B. <br />AT EA. SIDE 'd' DISTANCE FROM THE EDGE OF THE NOTCH OR <br />DRILLED HOLE. <br />CONT. 2X OR 3X P.T. SILL <br />PLATE PER PLAN <br />CONT. FTG., OR STEM <br />WALL BELOW, TYP. <br />5/8"Ø, MIN., A.B., TYP. <br />HOLES IN PLATE WASHERS SHALL BE PERMITTED TO BE <br />DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3/16" <br />LARGER THAN THE BOLT DIAMETER AND THE SLOT LENGTH <br />NOT TO EXCEED 1-3/4", PROVIDED A STANDARD CUT <br />WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE <br />NUT. <br />MAY USE SIMPSON 'BPS' WASHER, SIZE PER A.B. REQ. <br />PLATE WASHER, <br />PER PLAN, TYP. <br />PLATE WASHER, <br />PER PLAN, TYP. <br />PLY. SHEAR <br />WALL <br />PLY. SHEAR <br />WALL <br />1/ <br />2 <br />" <br />1/2" <br />1/2" <br />PLATE WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF <br />THE WOOD SILL PLATE ON T HE SIDE(S) FOR SHEATHING WITH <br />SHEAR DESIGN VALUES EXCEEDING 400 PLF <br />NOTES: <br />1.MINIMUM SPLICE LENGTH FOR BARS WITH CLASS 'B' SPLICE PER ACI-318-14, SECTION 12.2. <br />2.TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" CONCRETE CAST IN THE MEMBER <br />BOLOW THE REINFORCEMENT. <br />3.THESE BAR DEVELOPMENT LENGTH APPLY TO REGULAR OR NORMAL WEIGHT CONCRETE, <br />MULTIPLY THE SPECIFIED DEVELOPMENT LENGTH BY 1.33 FOR LIGHT WEIGHT CONCRETE. <br />4.ALL DETAILING OF REINFORCEMENT SHALL COMPLY WITH THESE SCHEDULES UNLESS <br />SPECIFICALLY DETAILED ON THE DRAWINGS. <br />TYP. REINF. DEVELOP. LENGTH SCHED. <br />Sheet <br />Date <br />Scale <br />PROJECT: <br />Job <br />Drawn M.G. <br />Sheet Title <br />BYREVISIONS <br />AS SHOWN <br />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />C <br />C <br />E <br />S <br />S <br />O <br />R <br />Y <br /> <br />D <br />W <br />E <br />L <br />L <br />I <br />N <br />G <br /> <br />U <br />N <br />I <br />T <br />DATESUBMITTAL <br />PLAN CHECK SUBMITTAL <br />TYPICAL <br />DETAILS <br />12/30/24 <br />12/30/2024 <br />UN <br />I <br />T <br />74 <br />0 <br /> <br />W <br /> <br />S <br />t <br />. <br /> <br />A <br />N <br />D <br />R <br />E <br />W <br />S <br /> <br />P <br />L <br />A <br />C <br />E <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />CA <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />- <br />2 <br />6 <br />2 <br />1