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(I) COLUMN PER PLAN (D ADDITIONAL CANOPY FRAMING <br /> AND WRAP BY OTHERS O "5 VERT.AT 16 oz.w/ STANDARD <br /> HOOK INTO FOOTING.GROUT WALL <br /> *3 HOOKED DOWEL AT 24" oz.TO SOLID <br /> LAP w/ HORIZONTAL REBAR (D HSS 2 1/2 x 2 1/2 x 1/8 y <br /> (3)'5 CONT.BOTTOM � <br /> (2)$5 IN END TO LAST CELL OF 1 2 W d o <br /> WALL (3) *4 CONT. IN 6" MIN.BOND BEAM. <br /> PROVIDE 2" MIN.GROUT COVER v r`_ `i p <br /> ® "5x3'-0" A-106 DOWELS AT 24" oz. r-- -- ----- ------- ALL AROUND <br /> WELDED TO HSS COLUMN w/ STUD i C) ry <br /> GUN w/3/I6 WELD ALL AROUND — — — — — — — — — ® ALTERNATE BENDS x" o C'0 <br /> 4 i NATURAL GRADE OR COMPACTED v CZo <br /> SUBGRADE C m <br /> O o <br /> 3 ® *4 DONT. IN 8" MIN.BOND BEAM AT � Co <br /> cn cn I1_ <br /> MID-HEIGHT � "m N <br /> I/4 TYPTOP AND\ o <br /> 2 <br /> BOTTOM 1/4 _ _ O CONCRETE FLAT WORK BY OTHERS Q; <br /> u ® FINISH PER ARCH'L <br /> 3 EQ. EQ. <br /> 1 A. EMBED COLUMN FULL HEIGHT OF <br /> CMU WALL 1 <br /> Store: <br /> 8 YOSEMITE & COTTAGE <br /> X <br /> 306 COLUMN AT WALL CONNECTION (PLAN VIEW) BEAM TO BEAM CONNECTION M MANTECA, CA 95336 <br /> 23'1-190638 NO SCALE 303 234-190521 NO SCALE _T <br /> Restaurant #RC529 <br /> COLUMN PER PLAN <br /> 6 <br /> Professional of Record: NAME <br /> (2)$5 IN END WALL <br /> 2 <br /> 05x3'-0" A-106 DOWELS AT 24" oz. � <br /> 3 1 WELDED TO HSS COLUMN w/ STUD 5 EQ. EQ. <br /> GUN w/3/16 WELD ALL AROUND <br /> 2 <br /> DESIGN <br /> IYAR <br /> ± A. SEE G.SN.FOR ADDITIONAL <br /> II N <br /> 1/4 TYP o REQUIREMENTS AND ITEMS SHOWN Arch i t e c t u r a I <br /> II , <br /> 3 4 BUT NOT NOTED Solutions Group <br /> ' B. ALL REBAR LAP <br /> SCHEDULE, UN.O. LENGTHS PER 38 EXECUTIVE PARK, <br /> - - - - - - - - SUITE 310 <br /> G. FENCE WALL SHALL NOT BE USED IRVINE, CA 92614 <br /> -I • 3 GLR AS A FLOOD WALL OR OTWERUJ15E <br /> –` LOADED UNLESS SPECIFICALLY <br /> Y-6" MIN. NOTED. SEE G.SN.FOR <br /> CLARIFICATION. <br /> A. EMBED COLUMN FULL HEIGHT OF A. DECK OR FINISH NOT SHOWN FOR D. SPECIAL INSPECTION IS REQUIRED <br /> CMU WALL CLARITY G\NSR 4( b' <br /> 2 <br /> d <br /> CIO Z <br /> 4W Q <br /> LU <br /> U_ v? C� N <br /> O 3: Z O co <br /> 307 a COLUMN AT WALL CORNER CONNECTION (PLAN VIEW) 304 BEAM TO COLUMN CORNER CONNECTION 301 TYPICAL TRASH ENCLOSURE <br /> 238-190638 NO SCALE 235-182108 NO SCALE 116-190638 NO SCALE <br /> NOT USED ® TRASH ENCLOSURE GATE POST BY (D TRASH ENCLOSURE SLAB ON <br /> OTHERS GRADE <br /> ADDITIONAL CANOPY FRAMING <br /> AND WRAP BY OTHERS (3) CAISSON FOOTING BY OTHERS, (D STEEL COLUMN PER PLAN OR <br /> 3'-0" DIA.MIN. SCHEDULE <br /> HSS 2 1/2 x 2 1/2 x 1/8 ;: <br /> 3 2 BASE PLATE PER PLAN OR Prototype: P4 EXTENDED-HV,SCHEME A <br /> 2 SCHEDULE w/ (4)SIMPSON 3/8" <br /> SMOOTGRINDH <br /> 1/4 4 DIA.x 3" TITEN HD ANCHOR Prototype Issue Date: 6.29.2020 <br /> _ -- --- (STAINLESS STEEL) <br /> Design Bulletin Updates: INCLUDED <br /> A 13 I <br /> g.. Date Issued: Bulletin Number: <br /> i <br /> NOV. 2018 1 &2 <br /> i <br /> 1-7 <br /> ' - 1/4 1ST BLDG. SUBMITTAL <br /> TYP <br /> I <br /> 3 <br /> i <br /> i <br /> _� r= FA (PLAN VIEW <br /> —1 III=1 I_ REVISIONS: <br /> 1 08-07-20 1st. Bldg. Submittal <br /> 2 <br /> 305 BEAM TO COLUMN CONNECTION 302 TRASH ENCLOSURE COLUMN AT SLAB 3 <br /> 236-190521 NO SCALE 114-192485 NO SCALE 4 <br /> 5 <br /> 6 <br /> 7 <br /> 8 <br /> 9 <br /> Sheet Title: <br /> TRASH ENCLOSURE <br /> DETAILS <br /> Date: 7.23.2020 <br /> Project Number: RAC19024.0 <br /> Drawn By: CAD <br /> E <br /> o � <br /> N � J__ IIIIIIIIIIIIIIIIIIIN <br /> (D <br /> N Sheet Number: <br /> RIGHT y0o <br /> c <br /> N do <br /> � c <br /> anS6m2 <br /> engineers N <br /> m a <br /> � � J <br /> x <�< <br /> X G <br /> N m <br />