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1 1/4"x16 GA. STRAP W/6-10d NAILS EACH END AT EACH PLATE. <br />(STRAP NOT REQUIRED FOR SILL PLATE) <br />7. <br />5 <br />" <br />3.5" MIN.3" <br />MA <br />X <br />. <br />1. <br />5 <br />" <br />MA <br />X <br />. <br />(STRAP NOT REQUIRED FOR SILL PLATE) <br />1 1/4"x16 GA. STRAP W/11-10d NAILS EACH END AT EACH PLATE. <br />2x8 DOUBLE TOP PLATE <br />2x8 OR 3x8 SILL PLATE SIMILAR. <br />1'-0" MIN. <br />MAX. <br />5.5"1'-0" MIN. <br />1 1/4"x16 GA. STRAP W/8-10d NAILS EACH END AT EACH PLATE. <br />2x6 DOUBLE TOP PLATE <br />2x6 OR 3x6 SILL PLATE SIMILAR. <br />(STRAP NOT REQUIRED FOR SILL PLATE) <br />2x4 DOUBLE TOP PLATE <br />2x4 OR 3x4 SILL PLATE SIMILAR. <br />10" MIN. <br />MAX. <br />3.5" <br />NOTCHES MIN. <br />6'-0" O.C. <br />BORED HOLE <br />3" ∅ MAX. <br />1'-0" MIN. <br />6'-0" O.C.2" <br />MA <br />X <br />. <br />5.5" <br />MAX. <br />2.5" MIN. <br />1'-0" MIN. <br />NOTCHES MIN. <br />2" ∅ MAX. <br />BORED HOLE <br />5. <br />5 <br />" <br />BORED HOLE <br />1 1/4" ∅ MAX. <br />6'-0" O.C. <br />NOTCHES MIN. <br />3. <br />5 <br />" <br />1.5" <br />10" MIN. <br />W/ <br /> <br />E <br />M <br />B <br />E <br />D <br />. <br />VA <br />R <br />I <br />E <br />S <br />24" <br />AS <br /> <br />R <br />E <br />Q <br />U <br />I <br />R <br />E <br />D <br />DE <br />E <br />P <br />E <br />N <br /> <br />F <br />T <br />G <br />. <br />WASHER PLATE <br />HOLDOWN & POST <br />PER PLAN <br />(INSPECTION TO VERIFY) <br />1/16" + BOLT DIAMETER <br />SECTION A-A <br />BOLT HOLES TO BE <br />EM <br />B <br />E <br />D <br />. <br />MI <br />N <br />. <br /> <br />3 <br />" <br />MIN. 3" <br />6" <br />PER PLAN <br />HOLDOWN & POST <br />DESIGN INCLUDES REDUCED EDGE DISTANCE <br /> DEPUTY INSPECTION IS REQUIRED. <br />MIN 1 3/4" <br />12"12" <br />2x SPLICE SCAB <br />SAME DEPTH AS <br />JOIST OR RAFTER <br />W/8-16d NAILS <br />EACH END (TYP) <br />TOP PLATE JOIST OR RAFTER <br />ALTERNATIVE <br />1/2"x1'-6" LONG <br />PLYWOOD SPLYCE PIECE <br />W/5-10d NAILS <br />EACH END (TYP) <br />PLAN (BUTT SPLICE) <br />6" <br />TOP PLATE JOIST OR RAFTER <br />W/4-16d NAILS <br />EACH END (TYP) <br />PLAN (LAP SPLICE) <br />6" <br />B.N. <br />THREADED ROD <br />PER PLAN <br />THREADED ROD <br />SEAL <br />GE <br />N <br />E <br />R <br />A <br />L <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />DRAWN: <br />CHECKED: <br />DATE: <br />SCALE: <br />JOB #: <br />E.N. <br />T.S. <br />N.T.S. <br />24-24-456 <br />SHEET: <br />S3 <br />3" MIN <br />9" MAX <br />3" MIN <br />9" MAX <br /> MIN 4'-0" PLATE SPLICE <br />W/14-16d NAILS U.N.O. ON PLAN <br />3x BLOCKING TYP. <br />(SEE NOTE 1) <br />OPENING HEADER <br />UP TO 6'-0"4x6 <br />6'-0" TO 8'-0"4x8 <br />4x10 <br />WIDTH <br />8'-0" TO 10'-0" <br />HEADER SCHEDULE <br />2-16d FACENAIL <br />STUD TO HEADER <br />MST 37 WHERE <br />INDICATED ON PLAN <br />NOTES <br />1. HEADERS, KINGSTUDS AND OTHER <br />REFERENCES ON PLAN GOVERN OVER <br />TYPICAL DETAIL. <br />2. SEE SHEAR WALL PLYWOOD NAILING <br />DETAIL FOR ADDITIONAL INFORMATION. <br />3. AT WOOD FRAMED WALLS USE SILL <br />CONNECTION PER SHEAR WALL SCHEDULE. <br />SEE SHEAR TRANSFER <br />SECTION OR PLAN <br />5/8"∅x12" A.B. PER SHEAR WALL <br />SCHEDULE OR 4'-0" O.C. MAX <br />(SEE NOTE 3) <br />16d FACENAILS <br /> @ 12" O.C. MULTIPLE <br />STUD FULL LENGTH <br />PROVIDE DOUBLE KINGSTUD <br />OR 4x POST WHERE OPENING <br />EXCEEDS 8'-0" <br />HEADER PER <br />SCHEDULE OR PLAN <br />2-16d FACENAIL THRU <br />ONE PLATE TO STUD <br />2x STUDS @ 16" O.C. <br />SEE PLAN <br />2x BLOCKING @ 4'-0" <br />HEIGHT W/2-16d <br />TOENAIL EACH END <br />2x TRIMMER AND <br />KING STUD <br />PRESSURE TREATED <br />SILL PLATE <br />TOP OF SLAB OR <br />SHEATHING 2-16D FACENAIL OR <br />2-8D TOENAIL EACH <br />SIDE OF STUD <br />TYPICAL WALL FRAMING FOR BEARING WALLS 1 <br />3" MIN <br />9" MAX <br />3" MIN <br />9" MAX <br /> MIN 4'-0" PLATE SPLICE W/16-16d <br />NAILS U.N.O. ON PLAN <br />2 3TYPICAL WALL FRAMING FOR NON BEARING WALLS <br />3x BLOCKING TYP. <br />2-16d FACENAIL <br />STUD TO HEADER <br />16d FACENAILS <br /> @ 12" O.C. MULTIPLE <br />STUD FULL LENGTH <br />PROVIDE DOUBLE KINGSTUD <br />OR 4x POST WHERE OPENING <br />EXCEEDS 6'-0" <br />HEADER PER <br />SCHEDULE OR PLAN <br />2-16d FACENAIL THRU <br />ONE PLATE TO STUD <br />2x STUDS @ 16" O.C. <br />SEE PLAN <br />2x BLOCKING @ 4'-0" <br />HEIGHT W/2-16d <br />TOENAIL EACH END <br />2x TRIMMER AND <br />KING STUD <br />PRESSURE TREATED <br />SILL PLATE <br />TOP OF SLAB OR <br />SHEATHING <br />2-16D FACENAIL OR <br />2-8D TOENAIL EACH <br />SIDE OF STUD <br />SEE SHEAR TRANSFER <br />SECTION OR PLAN <br />0.145"∅ POWDER DRIVEN ANCHOR W/1 3/8" WASHER <br />AND 1" EMBEDMENT AT 24" O.C. AND 6" FROM END OF <br />PLATE (SEE NOTE 2) OR PER STRUCTURAL DETAILS <br />(SEE NOTE 1) <br />OPENING HEADER <br />UP TO 4'-0"4x4 <br />6'-0" TO 8'-0"4x6 <br />4x10 <br />WIDTH <br />8'-0" TO 10'-0" <br />HEADER SCHEDULE <br />NOTES <br />1. HEADERS, KINGSTUDS AND OTHER REFERENCES <br />ON PLAN GOVERN OVER TYPICAL DETAIL. <br />2. NAIL SILL PLATE TO WOOD FRAMED FLOORS <br />WITH 16D @ 3" O.C. TO BLOCKING BELOW <br />SHEATHING OR PER STRUCTURAL DETAILS. <br />WIRE TIES TYPICAL <br />DOWELS OR BAR <br />FROM BELOW <br />40 <br /> <br />D <br />I <br />A <br />M <br />SLOPE 1:6 MAX <br />FOR COLUMN <br />REINFORCEMENT <br />NOTES <br />1. ALL VERTICAL REINFORCING FOR COLUMNS, PIERS <br />AND WALLS SHALL BE DOWELED AS SHOWN EXCEPT <br />SPECIFIC DETAILS ON DRAWINGS SHALL GOVERN IN <br />CASES OF CONFLICT. <br />2. DOWELS SHALL BE THE SAME GRADE, SIZE AND <br />NUMBER AS VERTICAL REINFORCING. <br />VERTICAL REINFORCEMENT LAP SPLICE <br />6d OR 4" MIN <br />135° HOOKS <br />TIE OR STIRRUP <br />PRINCIPAL REINFORCING <br />90° HOOK <br />ACI-318 CODE <br />NOTE: FOR D ETC SEE <br />GOVERNING EDITION. <br />180° HOOK <br />1 <br />6 <br />MAX OFFSET BEND <br />D <br />d Dd <br />2 1/2" MIN <br />4d OR <br />/ <br />12d <br />NOTES <br />1. ALL BENDS SHALL BE MADE COLD <br />2. #14 & #18 BARS SHALL BE <br />BEND-TESTED AND APPROVED PRIOR TO <br />BENDING <br />3. USE MAXIMUM OF 48d & 24" FOR LAP <br />SPLICE <br />4'-0" MIN. LAP <br />16d AT 9", STAGGERED <br />E.S. OF TOP PLATE SPLICE <br />2-16d <br /> TOP PLATE SPLICE <br />TOP PLATES <br />STUDS <br />2-16d <br />E.N. <br />E.N. <br />MIN 4x POST <br />COUNTERSINK NUT & <br />WASHER IN KING STUD <br />2-16D @ 3" O.C. FULL <br />HEIGHT K.S. TO POST <br />HOLDOWN <br />PER PLAN <br />2x10 & UP <br />3x10 & UP <br />2x8 <br />1 9/16 <br />2 9/16 <br />LSSU28 <br />LSSU210-2 <br />LSSUH310 <br />LSSU210 <br />1 9/16 <br />4x10 & UP 3 9/16LSSU410 <br />(2)2x10 & UP 3 1/8 <br />7-10dx1 1/2 <br />12-10dx1 1/2 <br />5-10dx1 1/2 <br />18-16d <br />18-16d <br />10-10d <br />10-10d <br />12-10dx1 1/218-16d <br />12-10dx1 1/2 <br />8 1/2 <br />8 1/2 <br />8 1/2 <br />8 1/2 <br />7 1/8 <br />DIMENSIONS <br />SIZE <br />JOISTSIMPSON <br />MODEL <br />2x6 1 9/16LSU26 <br />WNO. <br />FASTENERS <br />5-10dx1 1/26-10d4 7/8 <br />JOISTHEADERH <br />JOIST PER PLAN <br />NAILS PER TABLE <br />SHEATHING <br />JOIST PER PLAN <br />SHEATHING <br />HEADER OR BM <br />PER PLAN JOIST/RAFTER <br />PER PLAN <br />LSU/LSSU AS <br />SPECIFIED <br />NAIL PER TABLE LSU/LSSU AS <br />SPECIFIED <br />HEADER OR BM <br />PER PLAN <br />SIMPSON <br />HOLDOWN <br />HDU2-SDS 2.5 SET 10"5/8"∅ THREADED ROD <br />REQUIRED <br />EPOXY-TIE AD4 <br />MINIMUM <br />EMBEDMENTANCHOR <br />SECTIONELEVATION <br />WALL OR FTG <br />WIDTH <br />6" MIN STEMMINMIN <br />5"1 3/4" <br />FOUNDATION <br />CONCRETE <br />TA <br />B <br />L <br />E <br />EM <br />B <br />E <br />D <br /> <br />P <br />E <br />R <br />P.T. SILL PLATE <br />STUD OR POST <br />PER PLAN <br />TRIMMER STUD <br />(AS REQ'D) <br />DESIGN INCLUDES REDUCED EDGE DISTANCE <br /> DEPUTY INSPECTION IS REQUIRED. <br />HDU4-SDS 2.5 SET 15"5/8"∅ THREADED ROD <br />HDU5-SDS 2.5 SET 15"5/8"∅ THREADED ROD <br />HDU8-SDS 2.5 SET 20"7/8"∅ THREADED ROD <br />HDU11-SDS 2.5 SET 20"1"∅ THREADED ROD <br />HDU14-SDS 2.5 SET 24"1"∅ THREADED ROD <br />PHD2-SDS 3 SET 10"5/8"∅ THREADED ROD <br />PHD5-SDS 3 <br />PHD6-SDS 3 <br />HDQ8-SDS 3 <br />HHDQ11-SDS 4.5 <br />HHDQ14-SDS 4.5 <br />HDG10/4-SDS 4.5 <br />7/8"∅ THREADED ROD <br />7/8"∅ THREADED ROD <br />7/8"∅ THREADED ROD <br />1"∅ THREADED ROD <br />1"∅ THREADED ROD <br />5/8"∅ THREADED ROD 15" <br />15" <br />20" <br />20" <br />20" <br />20" <br />SET <br />SET <br />SET <br />SET <br />SET <br />SET <br />ALL HARDY FRAME 1" OR 1 1/8"∅ 18"SET THREADED ROD <br />HOLDOWN AS SPECIFIED, <br />SEE TABLE AND <br />APPLICABLE DETAIL <br />SIMPSON ANCHOR <br />W/EPOXY-TIE <br />ADHESIVE PER TABLE <br />87654BAR BENDS & SPLICE LENGTH TYPICAL STUD WALL TOP PLATE SPLICE DETAIL LSU/LSSU HANGER DETAILS EPOXY-TIE HOLDOWN ANCHOR <br />1" <br />DIM FOR POST <br />PLACEMENT <br />4x4 1 1/4 <br />HDU4 <br />HDU2 <br />MINIMUM <br />POST SIZE 'CL' <br />SIMPSON <br />HOLDOWN <br />5/8" <br />7/8" <br />1" <br />HOLDOWN <br />ANCHOR <br />DIAMETER <br />ELEVATION <br />P.T. SILL PLATE <br />MIN5" <br />TRIMMER STUD (AS REQ'D) <br />PLAN <br />1 <br />3 <br />/ <br />4 <br />" <br /> <br />M <br />I <br />N <br /> <br />DESIGN INCLUDES REDUCED EDGE DISTANCE <br /> DEPUTY INSPECTION IS REQUIRED. <br />5/8" THREADED ROD <br />1"∅ THREADED ROD <br />HOLDOWN <br />ANCHOR STUD BOLTS <br />30-SDS 1/4"x2.5 <br />6-SDS 1/4"x2.5 <br />5/8" <br />5/8" <br />1"∅ THREADED ROD <br />4x4 1 1/4 5/8" THREADED ROD 10-SDS 1/4"x2.5 <br />HDU5 4x4 1 1/4 5/8" THREADED ROD 14-SDS 1/4"x2.5 <br />HDU8 4x6 1 1/4 7/8" THREADED ROD 20-SDS 1/4"x2.5 <br />HDU11 4x6 1 1/4 <br />HDU14 4x8 1 9/16 36-SDS 1/4"x2.5 <br />5/8" 5/8" THREADED RODPHD24x4 1 3/8 10-SDS 1/4"x3 <br />5/8" 5/8" THREADED RODPHD54x4 1 3/8 14-SDS 1/4"x3 <br />5/8" 5/8" THREADED RODPHD64x4 1 3/8 18-SDS 1/4"x3 <br />7/8" 5/8" THREADED RODHDQ84x6 1 1/2 20-SDS 1/4"x3 <br />1" 1"∅ THREADED RODHHDQ114x6 1 1/2 24-SDS 1/4"x2.5 <br />1" 1"∅ THREADED RODHHDQ144x8 1 1/2 30-SDS 1/4"x2.5 <br />7/8" 7/8" THREADED RODHDG10/4 4x4 1 13/16 24-SDS 1/4"x2.5 <br />PROVIDE SHEAR WALL <br />BOUNDARY NAILING <br />INTO HOLDOWN POST <br />SHEAR WALL AS OCCURS <br />SHEATHING & NAILING <br />PER PLAN <br />STUD OR POST <br />PER PLAN <br />PROVIDE STANDARD WASHERS. <br />FOR DEFLECTION CRITICAL <br />APPLICATIONS USE SIMPSON <br />BP BEARING PLATES, TYP. <br />HOLDOWN ANCHOR OR <br />SIMPSON SSTB PER TABLE <br />STUD BOLTS <br />PER TABLE <br />SIMPSON HD <br />HOLDOWN PER PLAN <br />CONCRETE <br />FOUNDATION <br />MSTC28 <br />MSTC40 <br />MSTC52 <br />F <br />H <br />G <br />36-16d SINKERS <br />70-16d SINKERS <br />54-16d SINKERS <br />MST27 <br />MST48 <br />MST60 <br />MST72 <br />MST37 <br />A <br />E <br />B <br />C <br />D <br />30-16d <br />56-16d <br />56-16d <br />46-16d <br />42-16d <br />PIECE <br />SIMPSON <br />MARK <br /> PIECE FASTENERS <br />EQ <br />EQ <br />EQ EQ <br />SIMPSON STRAP AS <br />SPECIFIED. SEE TABLE FOR <br />REQUIRED FASTENERS <br />HEADER/DRAG MEMBER PER <br />PLAN <br />TRIMMER STUD(S) PER PLAN <br />SHEARWALL BOUNDARY <br />STUDS OR POST PER PLAN <br />NOTE: PLACE NAILS STARTING <br />@ CENTER OF STRAP & WORK <br />OUT TO EACH END. <br /> ELEVATION <br />SIZE <br />FASTENERS <br />8d x 1 1/2" <br />8d x 1 1/2" <br />8d x 1 1/2"A35DBL TOP PLATE <br />LTP4 <br />BLOCKING <br />MODEL NO. <br />SIMPSON <br />A34 <br />12 <br />12 <br />8 <br />NO. <br />SHEATHING <br />PER PLAN <br />BOUNDARY NAILING <br />PER PLAN <br />BLOCKING OR RIM <br />JOIST PER PLAN <br />EDGE NAILING <br />SHEARWALL <br />SHEATHING AS <br />SPECIFIED <br />FIELD NAILING, <br />TYP <br />SIMPSON A34 <br />OR A35 AS <br />SPECIFIED <br />DOUBLE TOP <br />PLATE <br />STUD PER <br />PLAN <br />SHEATHING <br />PER PLAN <br />BOUNDARY NAILING <br />PER PLAN <br />BLOCKING OR RIM <br />JOIST PER PLAN <br />SIMPSON A34 <br />OR A35 AS <br />SPECIFIED <br />FIELD NAILING, <br />TYP <br />SHEARWALL <br />SHEATHING AS <br />SPECIFIED <br />EDGE NAILING <br />STUD PER <br />PLAN <br />DOUBLE TOP <br />PLATE <br />SHEATHING <br />PER PLAN <br />BOUNDARY NAILING <br />PER PLAN <br />BLOCKING OR RIM <br />JOIST PER PLAN <br />BLOCKING OR RIM JOIST <br />PER PLAN LPT4 MAY BE <br />INSTALLED OVER <br />PLYWOOD. PROVIDE FULL <br />LENGTH 8d COMMON NAILS <br />THROUGH PLYWOOD. <br />SHEARWALL <br />SHEATHING AS <br />SPECIFIED <br />FIELD NAILING, <br />TYP <br />EDGE NAILING <br />STUD PER <br />PLAN <br />DOUBLE TOP <br />PLATE <br />SIMPSON LTP4 <br />AS SPECIFIEDJOIST OR RAFTER <br />PER PLAN <br />PLYWOOD/OSB <br />SHEATHING PER PLAN. <br />SEE SHEARWALL <br />SCHEDULE AS REQUIRED <br />FOR NAILING <br />2x STUD <br />CORNER CONDITION <br />HDU2, PHD2 <br />HDU8, PHD6, <br />PHD87/8 <br />PLAN OR DETAILS <br />SIMPSON SSTB PER <br />MIN. REBAR LENGTH PER TABLE <br />END CONDITION <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br /> M <br />I <br />N <br /> <br />1 <br /> <br />3 <br />/ <br />4 <br />" <br />ST <br />E <br />M <br /> <br />W <br />A <br />L <br />L <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />ST <br />E <br />M <br /> <br />W <br />A <br />L <br />L <br />Le <br /> <br />P <br />E <br />R <br /> <br />T <br />A <br />B <br />L <br />E <br />EM <br />B <br />E <br />D <br />M <br />E <br />N <br />T <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />INSTALL SSTB @ <br />45° TO STEM WALL <br />45° <br />SECTION <br />MIN <br />5" <br />NO.Le <br />SSTB24 <br />SSTB16 <br />SSTB28 <br />64" <br />48"5/8 <br />5/8 6" <br />6" <br />20" <br />12" <br />TYP END <br />52" <br />36" <br />72"8" 24" 60" <br />MODEL <br />SIMPSON <br />LENGTHDIA EMBEDSTEM <br />MIN REBARMINMIN <br />TYPICAL CONDITION <br />LONGITUDINAL REINFORCING <br />IN STEM WALL, SEE PLAN <br />OR DETAILS (#4 MIN) <br />MIN. REBAR LENGTH PER TABLE <br />4 <br />SS <br />T <br />B <br />FO <br />R <br /> <br />7 <br />/ <br />8 <br />" <br />∅ <br />12 <br />" <br /> <br />M <br />I <br />N <br />SIMPSON SSTB PER <br />PLAN OR DETAILS <br />INSTALL SSTB @ <br />45° TO STEM WALL <br />45°SIMPSON SSTB PER <br />PLAN OR DETAILS <br />MIN 3" <br />MIN <br />5" <br />MIN <br />30" REBAR LENGTH <br />SSTB34 80"7/8 8" 28" 68"HDC 10/4 <br />APPLICABLE <br />SIMPSON <br />HOLDOWN <br />HDU2, HDU4, <br />HDU5, PHD2, <br />PHD5 <br />SLAB @ DOUBLE <br />POUR CONCRETE <br />AS OCCURS <br />EMBEDMENT LINE IS <br />NOTED ON SSTB <br />MIN STEM <br />PER TABLE <br />MIN 1 3 4" <br />5" <br /> <br />M <br />A <br />X <br />3" <br /> <br />M <br />I <br />N <br />REBAR PER PLAN #4 MIN <br />(NOTE: SSTB DOES NOT <br />NEED TIE TO REBAR) <br />CONCRETE STEM WALL <br />& FOOTINGS PER PLAN <br />11109HD AT FOUNTATION (CORNER CONDITION)'MST' DRAG STRUT HEADER TO TOP PLATE SHEAR TRANSFER DETAIL <br />STEM WALL <br />PER PLAN <br />ST <br />E <br />M <br /> <br />W <br />A <br />L <br />L <br />PE <br />R <br /> <br />P <br />L <br />A <br />N <br />12SSTB ANCHOR INSTALLATION <br />1514TYPICAL NOTCH DETAIL13DEEPENED FOOTING FOR THREADED ROD INSTALLATION <br />501 S. BRAND BLVD., SUITE 3 <br /> SAN FERNANDO, CA 91340 <br />(323)486-4151 <br />STENENGINEERING.COM <br />WALLS INTERSECTIONS <br />JOIST/RAFTER SPLICE <br />AD <br />D <br />R <br />E <br />S <br />S <br />: <br /> <br />1 <br />5 <br />0 <br />6 <br /> <br />C <br />L <br />E <br />M <br />E <br />N <br />S <br />E <br />N <br /> <br />A <br />V <br />E <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />OW <br />N <br />E <br />R <br />: <br /> <br />N <br />A <br />N <br />C <br />Y <br /> <br />C <br />A <br />L <br />T <br />A <br />G <br />I <br />R <br />O <br />N <br />E <br />07/26/24 <br />EVGENY NA GOVITSY <br />N <br />1506 E Clemensen Ave & <br />#212/12/2024