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ES <br />i <br />14106 <br />PER 51.4 <br />C, ,&, <0gQi4'� <br />41N. <br />MTL DECK{ ,--TRACK TO MATCH CLG JOIST MTL DECKING <br />PER PLAN SIZE & GAGE. (2) 0.157"0 PDF PER PLAN <br />TO STL 24" OC CMU WALL PER PLAN <br />CEILING JOIST <br />PER PLAN <br />T - V" MAX <br />CANTILEVER <br />a?_ZFN <br />. s <br />O L4x3x1/4 LLV W/ 5/8"0 AN > 32" <br />W OR HSS SM® OC & AT ENDS TO CMU PER 4 <br />PER PLAN <br />51.3 <br />3/4"= T -O", <br />CMU WALL PER PLAN <br />EL <br />s � <br />SHTG <br />PER SW <br />24 STUDS @ 24" OC <br />BENT PL 118"x3" r— @ 4'-0" CSC <br />W/ 112"0 EXP ANCHOR PER <br />TO CMU & (3) ##12)0 WS 1 <br />TO STUDS <br />3x BLKG W1 (S) A35 EA END T&B <br />L3x3x1/4 W/ #12x3" WS @ 16" OC — <br />ATTACH MTL DECK TO L W/ HILTI <br />X EDN -19 TH012 PAF @ 12" OC <br />MTL DECK PER PLAN <br />CONN PER' 55.1.2 <br />(S) L50 W/ (3) SMS TO JOIST <br />& (3) #12x2" WS TO HDR <br />a <br />60OS16243 JOIST @ ,kI OC <br />2"x 20 GA FLAT STRAP W/ <br />#8 SMS EA JOIST <br />BM PER PLAN <br />314"= T -O" <br />T - 0" MAX <br />CANTILEVER <br />r 1" MIN <br />HSS PER PLAN @ DECI <br />5" <br />3(4"= V-0° <br />314" -- PL 112 x7 5/8xO'-7 51 <br />`TYPE <br />� ✓ _.._. _ #6 A706 x 2" <br />0 TYP OF (4) <br />—� PL TO HSS <br />X EMBED PL D <br />�_— PER PLAN <br />LTOPLI X <br />114. <br />318"0 GALV BOLT <br />X16"OCW/ _J <br />_. <br />LOCKWASHER <br />L PER PLAN J / <br />EMBED PL -- <br />@a EA END <br />3/8"0 GALV BOLT <br />EA ELUTE W/ <br />LOCKWASHER --- <br />N <br />SPACER SAD <br />PL 1 /4x1 1/2" SO / <br />WASHER YYYJ � <br />L4x3 PER PLAN <br />—12" CMU WALL <br />CL PL <br />=CLL <br />y -- #5 x 32" CTRD ON EMBED <br />NOTE: SAD FOR DECK SLOPE DIRECTION <br />r— ........ <br />-7 <br />314w - V-0" <br />PER PLAN <br />L LEDGER PER PLAN — <br />— . _ — -_.. — _ <br />8" MAX _ <br />ED ,, — <br />(2) #10 SMS HSS TO EMB914 <br />QQ EA JOIST <br />EMBED PLD --- <br />CONT 16GA BENT Pi. W/ (2A" <br />FLANGES.- <br />CONNECT <br />LANGES CONNECT TO OUTRIGGER W/ <br />(3) 0.157"0 PDPs, TYP <br />CEILING JOISTS PER <br />PLAN. CUT & BEND WEB <br />(est OUTBOARD END <br />SEE S5 2 OTHERWISE <br />1/2" <br />MTL DECK PER PLAN <br />—� H88 TO W aM <br />s <br />3/4" = 1'-0" <br />SEE 551.2 55.1.2 OTHERWISE <br />�f <br />z <br />L PER PLAN W/ 500 x 4" LAG <br />@ 32- OC TO BLKG <br />4x BLKG W/- -' <br />(S) A35 EA END L a <br />12" CMU WALL <br />CL PL <br />= CL HSS <br />F-1 vex ,rce+e �r4r� rye aars^sl ++ i <br />314"= T-0" <br />IVA 5104 <br />BENT PL <br />PER <br />NOTE, - STOREFRONT SYSTEM NOT SHOWN FOR CLARITY <br />ALL EXPOSED STRUCTURAL STEEL TO BE FABRICATED, WELDED & ERECTED TO MAXIMIZE FINISHED APPEARANCE. <br />4 <br />...,..� ....,.. PER PLAN <br />STIFF PER 5164 EA SIDE <br />I <br />16GA CLOSURE PL <br />WI SEAM WELD <br />314"= V-0" °' 3f4"= 1 %0' <br />WALL EN <br />DBL TOP PL TO <br />BEAR ON PL <br />SHTG PER <br />SW TYP EA SIDE <br />PIPE TO W BM <br />W BM <br />PER PLAN <br />WEB STIFF EA SIDE PER <br />S1 <br />314"= V-0" <br />2x STUDS <br />PER ELEV <br />/- -- 4x PER ELEV <br />SHORE UNTIL SHTG IS IN PLACE <br />f -- PIPE COL <br />PER PLAN <br />L <br />PER PLAN <br />4x BLKG W/ A35 EA END -�------� <br />Mil DECKING <br />PER PLAN WALL EN ---- <br />1 PL 1/4 CAP W/ (2) 5/8"0 <br />THRU BOLTS TO BLKG <br />114 CAP TO HSS ---�-- <br />PL 3/16 CAP TYP 114 <br />Al <br />7;; .. . ... -------- ---- I- <br />HSS PER PLAN LEDGER PER <br />55.1.2 <br />HSS TO HSS > 11 <br />914 <br />a 0-17- <br />1/124 7 <br />1/2"_1112" <br />STOREFRONT SAD <br />PL <br />PI. TO PIPE TYP <br />HSS PER PLAN. <br />CONNECT TO COL <br />BEYOND PER <br />1 <br />55.1.2 <br />`-- - 6/8"0 GALV <br />CARRIAGE BOLT <br />TYP <br />X <br />CL PL » 3 3/4" <br />CL PIPE 3 3i4" I AL'° —1 1/2" <br />PL 114x5x1 e-6" <br />11 �— &8"0 GALV CARRIAGE BOLT <br />TYP OF (4) CTRD ON PL <br />SEE 3 OTHERWISE <br />ROOF EN <br />147 <br />PL114 <br />PL 318 W/ (2) 618"0 HRU BOLTS 1314" LVL BLKG <br />TO ALIGN W/ HSS <br />HSS PER PLAN <br />STUDS PER PLAN <br />(S) ST12 <br />IJ PER PLAN <br />AindelmSon <br />650 University Ave., Suite I 10 <br />SacraentoCA 95825 <br />Structu1 Phe em{(9164 514-9109 <br />l <br />. 0rou ASG Project No. 15016 <br />Copyright 0 2015 Rainforth Grau Architects. AJI rights reserved. Reproduction of these plans, either in whole or in pari, including any form <br />of copying and/or preparation of derivative works ftreof, for any reason without prior written permission, is strictly prohibited. <br />DSA I SE <br />IDENTIFICATION STAMP <br />DIV. OF THE STATE ARCHITECT <br />02 -114490 <br />AC FLS SS <br />DATE ! " o <br />DRAWN PROJECT NO. <br />Revision DRAWN <br />15-1207 <br />CHECKED DATE <br />TGK 6-26-15 <br />SCALE SHEET <br />3/4" = 1'-0" <br />S5,1.2 <br />