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NOTE:MTL. STUD MANUF. BY CLARK DIETRICH <br />INDUSTRIES ICC ESR-1166P <br />HILTI FASTENERS ICC-ESR-2196 <br />ONE LAYER 5/8" GYP. BD EA SIDE W/ <br />SMOOTH TEXTURE PRIME & PAINT FIN. <br />(E) CONCRETE SLAB <br />CONT. SEALANT BOTH SIDES <br />3 5/8" METAL STUD @ 16" O.C., <br />CLARK DIETRICH INDUSTRIES ICC ESR-1166P <br />CONT. BOTTOM TRACK <br />BOTTOM TRACK - HILTI "DN" PINS @ <br />32" O.C. (.145Ø MIN. EMBED 1-1/2") <br />NOTE: METAL STUDS MANUF. BY DIETRICH INDUSTRIES ICC ESR-1166P LARR 25889 <br />A <br />B <br />JH <br />H J <br />C <br />B <br />A <br />(1) 0.140" ∅ SHANK, MIN. P.A.F. @ 16" <br />o/c w/ 1 1/4" EMBED. IN CONCRETE <br />(INSTALL PER ICC ESR-1752) <br />CONTINUOUS 20 GA. BOTTOM <br />TRACK, U.N.O. <br />#8 TREK SCREWS EACH SIDE, <br />TYP. <br />METAL <br />TRACK <br />METAL <br />STUD <br />BOTTOM TRACK CONT. CORNER DETAIL <br />METAL <br />STUD METAL <br />TRACK <br />METAL <br />TRACK <br />#8 TEK SCREW @ <br />30" O.C. MTL. STUD <br />TO MTL. STUD <br />MULTIPLE STUD ATTACHMENT <br />4" X 18 GA. FLAT PLATE <br />@ 8' - 0" O.C. MAX, <br />EACH SIDE X/ (2) # <br />8TEK SCREWS EACH <br />STUD ( 4 TOTAL) <br />CONTINUOUS 20 GA. <br />BOTTOM TRACK, U.N.O. <br />(2) #8 TEK SCREWS <br />EACH SIDE, TYP. <br />@ <br />B <br />R <br />I <br />D <br />G <br />I <br />N <br />G <br /> <br />L <br />O <br />C <br />A <br />T <br />I <br />O <br />N <br />S <br />UN <br />L <br />E <br />S <br />S <br /> <br />N <br />O <br />T <br />E <br />D <br /> <br />O <br />T <br />H <br />E <br />R <br />W <br />I <br />S <br />E <br /> <br />ON <br /> <br />P <br />L <br />A <br />N <br />S <br /> <br />A <br />N <br />D <br />/ <br />O <br />R <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />BRIDGING DETAIL <br />BRIDGING: IF WALL IS GREATER THAN 8'-0" IN HEIGHT, <br />ROWS @ 5'-0" MAX. UNLESS NOTED OTHERWISE ON PLANS <br />FOR ALTERNATE, SEE DETAIL <br />STUD LATERAL BRACING SCREW <br />ATTACHMENT (3 5/8" THRU 8" <br />MEMBERS) <br />1 1/2" x 16 GA. CRC <br />1 1/2" X 1 1/2" X 18 GA. CLIP <br />ANGLE, 1" LESS THAN STUD <br />WIDTH W/ (4) #10 TEK SCREWS <br />3/4" TYP. <br />3/4" TYP. <br />3/4 <br />" <br /> <br />T <br />Y <br />P <br />. <br />1/2 <br />" <br /> <br /> <br />T <br />Y <br />P <br />. <br />SCREW ATTACHMENT <br />CONTINUOUS 20 GA. <br />BOTTOM TRACK, U.N.O. <br />#8 TREK SCREW EACH <br />SIDE, TYP. <br />C <br />STRUCTURE ABV. <br />PROVIDE BRACING WITH SAME <br />GAUGE STUDS @ 4'-0" O.C. <br />ALTERNATE DIRECTION <br />CONTINOUS TOP TRACK <br />CEILING AS SCHEDULED 6" <br />8" <br />(4) SDS SCREWS, 1 1/2" <br />PENETRATION INTO <br />WOOD. DRILL PILOT <br />HOLES IN LIGHT GAUGE <br />BRACE, TYP. <br />3 5/8" MTL STUD @ 16" O.C. <br />FINISHED CEILING <br />16'-0" (V.I.F.) <br />10'-0" (V.I.F.) <br />BOTT. OF <br />STRUCTURE <br />PERPENDICULAR TO THE STRUCTURE <br />STRUCTURE ABV. <br />PROVIDE BRACING WITH SAME <br />GAUGE STUDS @ 4'-0" O.C. <br />ALTERNATE DIRECTION <br />CONTINOUS TOP TRACK <br />CEILING AS SCHDEULED 6" <br />8" <br />(4) SDS SCREWS, 1 1/2" <br />PENETRATION INTO <br />WOOD. DRILL PILOT <br />HOLES IN LIGHT GAUGE <br />BRACE, TYP. <br />3 5/8" MTL STUD @ 16" O.C. <br />FINISHED CEILING <br />16'-0" (V.I.F.) <br />12'-0" (V.I.F.) <br />BOTT. OF <br />STRUCTURE <br />PARALLEL TO THE STRUCTURE <br />SEAL <br />T: 949.788.9223 <br />F: 949.788.0716 <br />Irvine, CA 92618 <br />15375 Barranca Pkwy. Ste. A-216 <br />ISSUES/REVISIONS <br />PROJECT NUMBER: <br />SCALE: <br />CHECKED BY: <br />D.S. <br />DRAWN BY:DATE: <br />As indicated <br />A-1.3 <br />12/07/23 <br />DETAILS <br />0923 <br />2901 W. Macarthur blvd. <br />Ste. 130-131 <br /> Santa Ana 92704 <br />Triquest <br />MacArthur Park <br />Office Complex <br />NO.DATE DESCRIPTION <br />1 12/13/23 PC RESUBMITTAL <br /> 3" = 1'-0"2 WALL DETAIL <br /> 6" = 1'-0"1 NON-BEARING WALL STUD FRAMING <br /> 3" = 1'-0"3 WALL BRACING DETAIL <br />1