Laserfiche WebLink
STRAP BRIDGING <br />FOR ANY SIZE STUD <br />1 1/2"x20 GA <br />STRAP CONT <br />@ 4'-0"CC <br />MAX VERT <br />SPACING <br />MTL STUD OR TRACK BLKG TO <br />MATCH STUD GA AT EA END OF <br />WALL AND 8'-0"CC TYP. COPE <br />TRACK AS REQD TO EXTEND INTO <br />STUD <br />(4) #10 SMS AT STRAP <br />TO BLKG AND #10 SMS <br />STRAP TO EA STUD <br />CLIP L2x2 TO <br />MATCH STUD GA <br />x STUD WIDTH <br />LESS 1 1/2" w/ <br />(2) #10 SMS EA <br />LEG <br />COLD ROLLED CHANNEL (CRC) BRIDGING <br />FOR 8" OR SMALLER STUDS <br />NOTES: <br />1. BRIDGING FOR 8" AND SMALLER STUDS MAY BE CONSTRUCTED OF COLD-ROLLED CHANNEL OR STRAPS AT CONTRACTOR'S OPTION <br />UNLESS NOTED OTHERWISE. <br />2. WHERE FULL HEIGHT SHEATHING OR GYP BOARD OCCURS ON BOTH SIDES OF METAL STUD FRAMING, THE BRIDGING MAY BE OMITTED. <br />3. AT COND WHERE STRAP BRIDGING IS USED & WHERE WALL SHEATHING OR GYP BOARD OCCURS ON ONE SIDE OF WALL ONLY, STRAP <br />MAY BE OMITTED ON SIDE OF WALL WHERE SHEATHING OR GYP OCCURS. <br />(2) #10 SMS <br />CLIP L1 1/2x1 1/2x18 GA <br />(WIDTH OF STUD - 1/2") <br />w/ (2) #10 SMS TO STUD <br />SPLICE STRAP <br />AT BLKG AS <br />REQUIRED <br />CRC 1 1/2"x18GA <br />CONT BRIDGING <br />AT 4'-0"CC MAX <br />VERT SPACING <br />ALTERNATE BRIDGING CONNECTION <br />FOR 8" OR SMALLER STUDS <br />SIMPSON SUBH3.25 <br />BRIDGING <br />CONNECTOR <br />ONE #10 SMS <br />IN ROUND <br />HOLE ONLY <br />CRC 1 1/2"x18GA CONT <br />BRIDGING AT 4'-0"CC <br />MAX VERT SPACING <br />3 5/8"x18GA STUD x 3'-3" <br />w/ (3) SIMPSON 1/4"x1 1/2" <br />SDS SCREW TO BLOCKING <br />(E) WOOD ROOF <br />PERPENDICULAR TO SUB-PURLINS <br />1.25 <br />MAX <br />1 <br />1 <br />(E) WOOD SUB-PURLINS <br />PARALLEL TO FLUTES <br />3 5/8"x16 GA BETWEEN SUB- <br />PURLINS @24"CC MAX <br />@ HIGH FLUTE @ LOW FLUTE <br />3 5/8"x18GA <br />STUD x 2'-0" <br />3 5/8"x18GA CONT STUD; ATTACH <br />TO SUB-PURLINS w/ 1/4"x3" SDS <br />SCREW @ 24"CC MAX, SEE NOTE <br />CLIP L3x3x16GA x 0'-3" <br />w/ (3) #10 SMS EA LEG <br />1.25 <br />MAX <br />STUD BRCG SHALL BE 3 5/8x20GA STUDS @ 48"CC TYP UNO. <br />MAX SPAN LENGTH = 12'-0". <br />(3) SIMPSON 1/4"x1 1/2" SDS SCREW @ SOFFIT BRACING. <br />SPLICE CONTINUOUS STUD MIDWAY BTWN DIAG BRACES <br />PER . <br />PROVIDE 3 5/8x20GA <br />STRONGBACK @ 5'-0"CC <br />w/ (2) #10 SMS EA <br />CONTACT; WHERE <br />SPLICING REQD, PLACE <br />STRONGBACK SIDE BY <br />SIDE & LAP A MIN OF 6". <br />CONNECT STRONGBACK <br />w/ (4) #10 SMS MIN <br />NOTES: <br />1 <br />2 <br />3 <br />3 <br />1 <br />2 <br />(5) 1/4"x3" SDS SCREW <br />-/--- <br />SIMPSON U24 TYP <br />2x4 BLOCKING <br />JAMB STUD <br />(3) 1/4"x3" SDS SCREW AT SUB-PURLIN <br />NOTES: <br />1. PROVIDE CLIP AT ALL EXTERIOR WALL JAMB STUDS AT SLOTTED <br />TRACKS. PROVIDE CLIP AT ALL INTERIOR WALL DEFLECTION TRACKS <br />WHERE OPENING WIDTH IS GREATER THAN 8'-0" WIDE. <br />2. CLIP TO OCCUR ONE SIDE OF J2 JAMBS, BOTH SIDES OF J3 & J4 JAMBS. <br />16GA CLIP w/ 3/16x2 1/2" <br />SLOTTED HOLES <br />3" <br />STUDWIDTH -1/2"5" <br />2 <br />1 <br />/ <br />2 <br />" <br />2 <br /> <br />1 <br />/ <br />2 <br />" <br /> 1" 1/4" <br />GA <br />P <br /> <br />1/ <br />2 <br />" <br /> 1 <br />" <br /> 1 <br />/ <br />2 <br />" <br /> 1 <br />" <br />(4) #8 WAFER HEAD <br />SMS, CLIP TO JAMB <br />DETAIL NO SCALE <br />S5.13 <br />1 <br />STUD BRIDGING 540SD004 <br />600 Q STREET, SUITE 200 <br />SACRAMENTO, CA 95811 <br />916 443 0303 <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />. <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br />14 <br />0 <br />1 <br /> <br />N <br />. <br /> <br />T <br />U <br />S <br />T <br />I <br />N <br /> <br />A <br />V <br />E <br />. <br /> <br />S <br />U <br />I <br />T <br />E <br /> <br /># <br />1 <br />7 <br />0 <br />SI <br />M <br />O <br />N <br />M <br />E <br />D <br /> <br />I <br />M <br />A <br />G <br />I <br />N <br />G <br />06/19/2024 <br />24-004 <br />GKA ARCHITECTS. ALL RIGHTS RESERVED <br />COPYRIGHT © 2024 <br />WWW.GKA-ARC.COM <br />(213) 200-0030 <br />LOS ANGELES, CA 90071 <br />633 W 5TH ST, STE 2607 <br />SHEET NUMBER: <br />SHEET TITLE: <br />ISSUE DATE: <br />PROJECT NUMBER: <br />EN <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br /> <br />C <br />O <br />N <br />S <br />U <br />L <br />T <br />A <br />N <br />T <br />DESCRIPTIONDATEREV <br />6/ <br />2 <br />4 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />1 <br />0 <br />: <br />4 <br />8 <br />: <br />2 <br />2 <br /> <br />A <br />M <br />C: <br />\ <br />U <br />s <br />e <br />r <br />s <br />\ <br />K <br />e <br />i <br />t <br />h <br />S <br />\ <br />O <br />n <br />e <br />D <br />r <br />i <br />v <br />e <br /> <br />- <br /> <br />B <br />u <br />e <br />h <br />l <br />e <br />r <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />, <br /> <br />I <br />n <br />c <br />\D <br />o <br />c <br />u <br />m <br />e <br />n <br />t <br />s <br />\ <br />2 <br />0 <br />2 <br />4 <br />- <br />0 <br />1 <br />3 <br />7 <br />_ <br />S <br />i <br />m <br />o <br />n <br />M <br />e <br />n <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />_ <br />R <br />v <br />t <br />2 <br />3 <br />_ <br />C <br />e <br />n <br />t <br />r <br />al <br />_ <br />k <br />s <br />o <br />w <br />l <br />e <br />y <br />. <br />r <br />v <br />t <br />METAL STUD <br />COMMON DETAILS <br />S5.13 <br />APPLICABLE TO ALL DRAWINGS UNLESS NOTED OR SHOWN OTHERWISE <br />TYPICAL DETAILS <br />DETAIL NO SCALE <br />S5.13 <br />3 <br />BRACING AT WOOD ROOF 542SD031 <br />DETAIL NO SCALE <br />S5.13 <br />4 <br />JAMB STUD CLIP AT SLIP <br />TRACK <br />542SD049 <br />SEOR STAMP IS APPLICABLE ONLY <br />TO THE STRUCTURAL CONTENT OF <br />THE FOLLOWING DETAILS ON THIS <br />PAGE: <br />1401 N Tustin Ave Unit# <br />170 - TI1/27/2025