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CITY OF SANTA ANA <br />Planning and Building A ency <br />362 T 150 - 54 w/ #10 SMS EA. SIDE OF EA. <br />STUD & 0.157" 0 SHOT PIN TO STEEL ANGLE <br />@ 16" o/c MAX. <br />i <br />pw <br />P�cve <br />16 GA ANGLED TRACK w/ #10 SMS T&B OF EA. ORP R A Cl <br />STUD & (2) #10 SMS TO EA. VERTICAL STUD. I I 250 T 150 - 54 w/ #10 SMS EA. SIDE OF EA. li- <br />150 L 150 - 54 w/ #10 SMS EA. LEG, TYP. STUD & (1) 0.157" 0 SHOT PIN TO STEEL K. L. MADDUX & ASSOCIATES <br />I <br />I i BEAM BY OTHERS. DESIGN + ENGINEERING <br />- — — — 35 ARGONAUT, SUITE B2 <br />I I Master I ALISO VIEJO, CA, 92656 <br />I I 3 <br />• www.klmaddux.com <br />I I <br />Date: <br />:ENCE <br />- <br />I <br />I I <br />362 S 162 - 54 @ 16" o/c. ; ; 250 S 162 - 54 @ 16" o/c, TYP. w <br />I C86632 <br />I � <br />\� tlgT C l V I \� ��\P <br />F OF CAO <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />I I I <br />I I j I <br />250 S 162 - 54 @ 16" o/c, TYP. <br />I I I I <br />I I I I <br />(2) #10 SMS EA. JOINT, TYP. <br />I I I I <br />I <br />I I ! I <br />I I I I DRYWALL CONTRACTING INC <br />I I I I <br />I I I I <br />I I I I <br />I I I I <br />237 GLIDER CIRCLE <br />CORONA, CA, 92787 <br />I I I I <br />I I I I <br />(2) #10 SMS EA. JOINT. ; ; (714) 634-2255 <br />362 T 150 - 54 w/ #10 SMS T&B OF EA. STUD & i i i i info@infinitydw.com <br />(2) #10 SMS TO EA. VERTICAL STUD. <br />I I I I <br />16 GA BENT PLATE w/ i i ; ; www.infinitydw.com <br />#10 SMS EA. LEG -- ------ ------------------------------------------------------------------------------------------ <br />® I I I I <br />250 T 150 - 54 w/ #10 SMS EA. SIDE OF EA. <br />STUD & (1) #10 SMS TO METAL DECK @ 12" o/c. <br />I I <br />I <br />Q <br />N co <br />CD J <br />362 T 150 - 54 w/ #10 SMS EA. SIDE OF EA. Z ftftft <br />STUD & 0.157" 0 SHOT PIN TO STEEL ANGLE � a Q <br />@ 16" o/c MAX. z J <br />z <br />a QQ z 0 <br />0 JQ <br />1 ENLARGED SECTION AT DOCK CANOPY 2 ENLARGED SECTION AT ROOF CORNICE � Q <br />_J5.SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" O CL � � Q <br />E 1EU5.1� z � <br />= oQ <br />cl) U-) C/) <br />L9 M <br />z N <br />W W <br />Q W <br />LL Q cl) Uj <br />w m z <br />O W Q LV <br />W W 2 0 <br />W (L J <br />I-- to Q <br />X Q J <br />w Z <br />o W <br />M <br />N <br />REV. DATE TYPE <br />1 04/08/25 IDW REVIEW <br />DESIGN BY: KLM <br />DRAWN BY: KLM <br />JOB NO.: 25019 <br />ENLARGED EXTERIOR FRAMING <br />DETAILS <br />SCALE: AS NOTED <br />SHEET: <br />3 NOT USED 4 NOT USED <br />E _5. 1 SCALE: NONE E U5. <br />1 SCALE: NONE EF�501 1 <br />