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UI wo VERT.AT 6" o c.w/STANDARD (D CONT.STRAP PER PLAN.EXTEND <br /> 1400K INTO FOOTING STRAP ACROSS LENGTH OF <br /> BLOCKING <br /> *3)05 CONT.TOP AND BOTTOM <br /> CONT.LEDGER PER PLAN OR <br /> 4 CONT. IN 8 MIN,BOND BEAM. DETAIL H <br /> PROVIDE 2" MIN.GROUT COVER �" o <br /> ALL AROUND O 44 BLOCKING w/ HU44 NANGER5 � civ c <br /> I TYP.EA.END. <br /> ® ALTERNATE BENDS s1111h, iF x <br /> 0 NATURAL GRADE OR COMPACTED CD <br /> ~ ~ <br /> CD <br /> SUBGRADE WCL <br /> CL CL_ <br /> © *4 CONT. IN 6" MIN BOND BEAM AT v CO <br /> 1I 0 <br /> MID-HEIGHT I� X = °G <br /> Ov �� <br /> 0 <br /> 3 2 <br /> C-4 v � <br /> O SLAB THICKNESS AND m c�J <br /> REINFORCEMENT PER FOUNDATION <br /> PLAN NOTES <br /> o rn <br /> CO2411 <br /> . . <br /> ► ® *4 DOWELS AT 8" o c. ccs <br /> 3 <br /> I # �24 <br /> )f <br /> STEEL BASE PLATE AND ANC14OR <br /> RODS PER PLAN OR SCHEDULE <br /> EQ 1 Ea 10 FINISH PER ARCN'L <br /> (D—,,,J 11 STEEL BEAM PER PLAN Store: <br /> U 12 SITE WORK BY OTHERS DRAG STRAP AT LEDGER YOSEMITE & COTTAGE <br /> to = 10 241 <br /> 252-JWI918 NO SCALE <br /> ► MANTECA, CA 95336 <br /> f J' A. SEE G.S.N.FOR ADDITIONAL Restaurant #RC529 <br /> REQUIREMENTS AND ITEMS SHOWN I/2" DIA, LAG SCREWS AT 8" O.C. (D I/2" DIA, LAG SCREWS AT 8" O.C. <br /> f j BUT NOT NOTED TO BLOCKING AND (2)LAG TO BLOCKING AND (2)LAG <br /> 6 j SCREWS AT EACH STUD SCREWS AT EACH STUD.PROVIDE Professional of Record: NAME <br /> j B. ALL REBAR LAP LENGTHS PER <br /> SCHEDULE, U.N.O. LAG SHIELDS IUNERE BRICK <br /> 1 � STEEL BEAM PER PLAN VENEER OCCURS PER ARCN'L <br /> 12j I C. FENCE WALL SHALL NOT BE USED ELEVATIONS <br /> AS A FLOOD WALL OR OTNERUISE O STEEL LEDGER PER PLAN <br /> 2O STEEL BEAM PER PLAN <br /> LOADED UNLESS SPECIFICALLY ® 6x10 BLOCKING w/ A35 TOP AND <br /> NOTED. SEE G.S.N.FOR I/2" CLR BOTTOM, EACH END 3 U3 STEEL LEDGER PER PLAN <br /> f • • CLARIFICATION. 1/4 V�TYP 2 ® 6x10 BLOCKING w/ A35 TOP AND <br /> BOTTOM, EACH END <br /> DESIGN <br /> D. SPECIAL INSPECTION IS REQUIRED 2 <br /> D. EMBED COLUMN FULL 1 EIGHT INTO - - - - - - A r c h it e c t u r a l <br /> _ <br /> FvjA <br /> CMU WALL Solutions Group <br /> � � b <br /> 2r6 38 EXECUTIVE PARK, <br /> - ... SUITE 310 <br /> 1 IRVINE, CA 92614 <br /> 3 I <br /> 4 1/4 TYP 1/4�TYP <br /> 4'-6" MIN. <br /> ___Ja <br /> ti <br /> d <br /> C/)Z <br /> Q W N <br /> 247 CMU FENCE WALL 244 STEEL CANOPY AT WOOD STUD WALL 242 STEEL CANOPY AT STUD WALL o =Q z o <br /> CD <br /> 111-192160 NO SCALE 220-191450 NO SCALE 242- NO SCALE <br /> ��StJ�ti <br /> O GRIND SMOOTH it1NERE REQUIRED (1 2x6 STUDS PER PLAN U1 BEAM PER PLAN <br /> BY ARC14'L <br /> U2 ax BLOCKING AT CANOPY LINE w/ ( COLUMN PER PLAN <br /> L4x4x1/4x0'-4" SIMPSON A35 CLIP TOP AND <br /> BOTTOM AT EA.END, <br /> FINISH PER ARC14'L. <br /> I 3/16 ® CONT.CSx11.5 LEDGER w/ (2) 1/4" x Prototype: P4 EXTENDED-HV, SCHEME A <br /> 2 ( 1 3 I/2" SDS SGREIUS AT 16" o.c. I/4 I/4 <br /> Prototype Issue Date: 6.29.2020 <br /> 6 2 (1) 1-155441/2 STEEL BEAM <br /> Design Bulletin Updates: INCLUDED <br /> © NSS 2 1/2 x 2 1/2 x I/$AT 2'-0" oz. Date Issued: Bulletin Number: <br /> I I <br /> _ _ _ - - - - - - NOV.2018 1 &2 <br /> I I � <br /> — 1 1ST BLDG. SUBMITTAL <br /> I I <br /> �1/4 I I/4 4 (D2AI <br /> I <br /> REVISIONS: <br /> 24TIRE BEAMS AT TUBE COLUMN 245 STEEL. CANOPY AT WOOD STUD WAIT 243 STEEL. COLUMN TO BEAM 1 08-07-20 1 st. Bldg. Submittal <br /> $506-23 080303 NO SCALE 21?-192160 NO SCALE 243-IWI9J$ NO SCALE 23 <br /> 4 <br /> SDS 1/4x6" 5CREW5 AT 6" oz.TO 5 <br /> 2x6 WALL BLOCKING AND (2)TO 6 <br /> EA.STUD.PROVIDE 2" VERT.SLOT 7 <br /> IN STEEL, STEEL WEB OR CHANNEL 8 <br /> U2 STEEL DECKING CONNECTED TO 9 <br /> STEEL ANGLE.SEE DETAIL 218/643 <br /> FOR ADDITIONAL INFO. <br /> ( STEEL CNANEL PER PLAN <br /> Sheet Title: <br /> ® HEADER PER PLAN F RAM 1 N G DETAILS <br /> 1 0 GLAZING PER ARCN'L <br /> © SDS 1/4x6" SCREW5 AT 6" oc.TO <br /> HEADER <br /> Date: 7.23.2020 <br /> 4 <br /> 2 Project Number: RAC19024.0 <br /> Drawn By: CAD <br /> 6 1/4 TYP 8 <br /> 3 N co (D <br /> N <br /> (M Sheet Number: <br /> � <br /> 5 RIGHT ;yUCD <br /> o <br /> C c � <br /> engineers NES S5m7 <br /> 24H CANOPY AT STUD WALL <br /> � J <br /> 246- NO SCALE < <br /> ti m <br /> L 71 <br />