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Y2" STRUCTURAL <br />I PANEL.. ATTACH <br />w/#8 SCREWS <br />@ 6"o.c., BLOCK <br />ALL EDGES <br />%"Ox3" EXP. <br />BOLT @ 32"o.c— <br />STEEL STUD <br />PER PLAN <br />GWB <br />BOTH SIDES <br />BLOCKING AND <br />STRAPS PER <br />BLOCKING DETAIL <br />600T125-43 <br />TRACK <br />Ad <br />-i i- 2- <br />L <br />#4x1'-6"- <br />-I <br />EPDXY 6"INTO (E)GONC. <br />1'-6> <br />2-#4 CONT. _-_ <br />TOP & BOTTOM <br />CONCRETE <br />SLAB PER 0'-0" <br />PLAN <br />SECTION A- 1. 1- <br />SCALE: 3/4" 1)-O" <br />MECHANICAL <br />EQUIPMENT <br />BY OTHERS <br />(E)CONC. MIN. OF 5/8>, 0 EXP. BOLT <br />SLAB-� I �@ 24"o.c. (EMBED 4Y2") <br />#5 @ 12" o.c. <br />E.W., TOP & BOTTOM <br />SECTION E- 1 <br />SCALE: 3/a"=1 '-0" <br />80OT150-54 BLOCKING TRACK <br />AT ENDS OF STRAP & 12'o.c. <br />w/2-#10 SCREWS TO EA. STUD <br />FULL HEIGHT STUD <br />WALL PER PLAN ---- <br />-2-#10 SCREWS <br />EACH SIDE OF <br />BLOCKING <br />2"x16GA. STRAP EACH SIDE <br />@ 48" o.c.(VERTICAL) <br />w/#10 SCREW TO EACH STUD <br />S EEL STUD BLOCKING <br />ca <br />(E)STUD <br />WALL — <br />q OF (E)WALL <br />FOOTING <br />I <br />II <br />(E)1 6)' <br />FOOTING <br />STUD WALL PER PLAN <br />SEE SECTION A-1.1 <br />FOR SHEATHING & <br />ATTACHMENT TO SLAB <br />#4x1'-6" <br />/ EPDXY 6" INTO <br />(E)CONC. (3-PLACES) <br />ADD IUH LAC bUI IUM <br />SECTION B- . <br />1- <br />SCALE: 3/4"= '-0" <br />3/a"Ox3" EXP. <br />BOLT @ 32"o.c <br />STEEL STUD <br />PER PLAN <br />2-2x2x68mil.(50ksi) CLIP ANGLES, <br />ONE TOP & BOTTOM OF HEADER <br />Y4" LESS THAN STUD WIDTH. USE <br />2-#10-16 SCREWS ON EACH LEG- <br />iNFILL STUDS <br />ATTACH TOP & BOTTOM TRACK <br />w/2-#10-16 SCREWS @ 16"o.c. <br />2-UNPUNCHED STUDS - SEE <br />SCHEDULE FOR MEMBER SIZES--\ <br />-5/8GWB <br />BOTH SIDES <br />BLOCKING AND <br />STRAPS PER <br />BLOCKING DETAIL <br />-600T125-4-3 <br />TRACK <br />CONCRETE <br />SLAB PER <br />PLAN 1 0)-0)) <br />a � a <br />0 0 <br />SECTION F-1.1- <br />SCALE: 3/4 =1 '-0" <br />FULL HEIGHT <br />KING STUD <br />—JACK STUD <br />\—l-#10-16 SCREW <br />(TYP.) EACH FLANGE <br />�,_#10-16 SCREWS AT <br />16"o.c. EACH SIDE (TYP.) <br />BEARING HEADER. <br />SCALE: 3/4"=1 '-0" <br />(E)ST <br />WALL <br />SECTION N-1.1- <br />SCALE: %"=1'-0" <br />HOI <br />PEF <br />ANC <br />SC f- <br />'HOLDOWN SCHEDULE <br />HTT4 18-# 10 SCREWS 5/8"0 A36 ROD <br />EPDXY 6" <br />DOUBLE <br />KING STUD & <br />CRIPPLE STUDS <br />TO 'MATCH EXISTING <br />S EC"1'-1 ON L- 1 1 <br />SCALE: 3/4"=1'-0" <br />STUD <br />PER PLAN <br />12'_0" <br />`'TUD WALL <br />ER PLAN <br />2x2X16GAX0'-3" <br />BENT T w/2-#10 <br />TO STUDS <br />SHEATHING PER <br />SECTION A-1.1- <br />'-)STUDS <br />HEADER <br />PER PLAN <br />-BLKG. STUD <br />@ 48"o.c. <br />STUD WALL <br />PER PLAN <br />%" GWB <br />BOTTOM <br />STUD <br />PER PLAN <br />--SHEATHING <br />PER PLAN <br />--12'-0" <br />5/g GWB <br />BOTTOM <br />SECTION P- 1. <br />SCALE: 3/4"=1'-0" <br />SEC110N D- 1. <br />SCALE: 3/4"=1 '-0" <br />ri irn�i �inin <br />SECTION M-1.1 <br />SCALE: %"=1'-0" <br />SHEATHING PEF <br />SECTION A-1.1 <br />FOOTING <br />STUD <br />PER PLAN <br />12'-0" <br />AN <br />THING <br />PLAN <br />12'-0" k„ <br />GWB <br />DM <br />SECTION R-1.1- <br />SCALE: 3/4"=1 '-0" <br />