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3/4" - V-0" <br />1 1/2" =1'-0" <br />'Tts" <br />SEE S5 9.1 OTHERWISE <br />rna nes" e+n <br />rp <br />'L C PER 6 <br />55.1.1 <br />W SM TO PL <br />R PLAN <br />40OT150-33 CONT <br />(S) SSC4.25 Wl (4) ##10 SMS IN <br />OUTER HOLES TO MTL STUDS & <br />(3) 0.157"0 POPAT TO C. INSTALL <br />PDPAT PER ICC ESR -2138 <br />MTL STUDS PER 3 <br />3/4"= 1' -On <br />C PER PLAI <br />EMBED L. <br />PER 1 <br />55.1.1 <br />1 1/2" MAX GROU <br />-18 GA CLOSURE PL <br />MTL DECK PER PLAN & 1 I <br />1/8 1-12 51.4 <br />EI <br />I <br />16 GA CLOSURE PL I <br />W/ SEAM WELD <br />PER MFR TYP ``-- <br />LINE OF W BM BEYOND 5116 I <br />PL TO PL TYP <br />_ 1/4 L <br />.D OUT TOE AS REQ` } <br />TOOLED EDGE TYP e <br />2 114” TYP W BM PER PLAN <br />MTL DECK PER PLAN ' PL 318 WEB STIFF PER 54 EA SIDE <br />EMBED PL B <br />PER 2 <br />55.1.1 <br />314" - 1'-0" <br />PJP TYP @ SPLICE j-- <br />51144 <br />PL 1/8 ' <br />BACKUP BAR <br />EMBED PL A -- -1 <br />PER 1 <br />55.1.1 <br />314" = 1'-0" <br />PJP SEAL WELD OTHERWISE <br />2.12 <br />PL 3/16" CLOSURE W/ SEAL. WELD <br />OUTBOARD EDGE <br />CUT C FLANGE TO ALLOW W24 OUTRIGGER <br />BUILT -Uig SM PER PLAN <br />3(4"= <br />= 1 -0" <br />/BENT PL PER, <br />I I PLAN TYP -7 i I N. <br />ELIEVATIt3N <br />NOTE: TYPICAL REINF NOT SHOWN FOR CLARITY. <br />MINIMIZE COPING SAD <br />s <br />314"x16" WELDED <br />STUD TYP OF (4) ` <br />TYP <br />PL 1/2" 5" <br />2" 2" r <br />EMBED PL CPQ. C <br />-- - MTI.. DECK PER PLAN <br />i-•— -- CL SPLICE = W BM PER PLAN <br />I CL EMBED <br />C PER PLAN <br />i <br />ELEVATION <br />NOTE: MINIMIZE SPLICES IN C <br />PL 318 WS PER 6 <br />51.4 <br />—�- ( W BM TO PL TYP <br />114 �✓ 5 <br />EMBED PL C TYP (off W 12"s <br />CMU WALL <br />SEE S5 7 1 ' OTHERWISE <br />1 MINIMIZE <br />O I COPING SAD <br />BENT PL <br />'/4k_(114 <br />I <br />4" <br />EMBED PL A <br />PER <br />- 1 <br />55,1.1 <br />CLOSURE PL PER <br />AS REQ'D <br />BENT PL 31 <br />} EMBED PL A TYP <br />�s <br />5/8"Oxl2" WELDED PL 1/2" - <br />STUD TYP OF (2) <br />ffi <br />I <br />2"-7-71-11 <br />2� <br />2" MA <br />r <br />EMBED PL A CMU <br />NOTE. ALL EXPOSED STRUCTURAL STEEL TO BE FABRICATED, WELDED & ERECTED TO MAXIMIZE FINISHED APPEARANCE. <br />vs <br />3/4"= V -0" <br />„a <br />� � I <br />I 1 <br />I <br />318" STIFF PL PER - <br />TYP SEAL WELD OTHER SIDES S1 • <br />I <br />a o <br />I I <br />3/4"0x12"WELDED °FFJ <br />STUD CTRD ON PLATE - I e <br />PL 314" 5" #6 BAR EMBED PL SHOWN <br />2" 2" Z! TYP DASHED ABOVE <br />EMBED PL 6iPL 6I � 112" <br />"C:LR 'J <br />1( 1-71-- <br />SEE <br />Z <br />SEAL WELD <br />GRIND SMOOTI- <br />3/4" 11 -Of <br />N <br />11-W, 65 <br />w BM TO PL TVP <br />y <br />SEE 5511.1 OTHERWISE <br />2" <br />CONT BENT PL 3/8"x F <br />SEE SS I.1 OTHERWISE <br />PLACE TIGHT TO STUDS TYP EA SIDE <br />3/4" - T-0" <br />NOTE: REINF NOT SHOWN FOR CLARITY <br />x <br />'WELDED <br />A SIDE <br />CL WALL <br />-- CL PL <br />TRIMMED W24x76 <br />en <br />Ill <br />N <br />NOTE: MTL DECK NOT SHOWN FOR CLARITY <br />CL WALL <br />CL SM <br />LINE OF C BEYOND <br />1 1/2" HSG <br />CUT CMU AS REQ'D <br />TO ALLOW BM <br />Ainderson <br />650 University Ave., Suite I 10 <br />Sitructural Sacramento, CA 95825 <br />Phone: (916) 514-9169 <br />GIroupASG Project No. 15618 <br />Copyright 0 2015 Rainfb* 6rau Arohilaeis. All rights reserved. Reproduction of these plans, either in whole or in part, including any form <br />of copying and/or preparation of derivative wades thereof, for any reason without prior written permission, is strictly prohibited. <br />DSA SE <br />File No. 39-53 <br />DRAWN PROJECT NO, <br />Revision Tis 15-1207 <br />CHECKED DATE <br />TGK 6-26-15 <br />SCALE SHEET <br />ii$�i Ru�VG�e� <br />