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A <br />A <br />L 4x4x3/8x1'-3" LONG AT 4'-0" <br />OC <br />WALL REINFORCEMENT <br />SEE SCHEDULE <br />AT CONTRACTORS OPTION: <br />5/8" DIA EXPANSION ANCHOR <br />4" MIN EMBED <br />TWO PER ANGLE NEED TO BE <br />CORRDINATED WITH PT AND <br />SLAB REINFORCEMENT <br />LAYOUT <br />0' - 2" <br />1" <br /> <br />M <br />I <br />N <br />I <br />M <br />U <br />M <br /> <br />C <br />L <br />E <br />A <br />R <br />(- <br />0 <br />" <br />, <br />+ <br />1 <br />/ <br />2 <br />" <br />) <br />L4x4 <br />CAST IN PLACE <br />CONCRETE SLAB <br />A DETAIL <br />3/8" PL W/(2) 5/8" <br />DIA x4" HEADED <br />STUDS <br />1'-0" <br />5/16 <br />NOTE: <br />1. DETAILS ONLY APPLY WHEN ALL OF THE FOLLOWING CONDITIONS ARE MET: <br /> - VERTICALLY SPANNING NON-STRUCTURAL WALL BRACED AT TOP <br /> - NORMAL WEIGHT CONCRETE SLABS <br />2. A CAST-IN DOWEL MUST BE USED AT ALL EXTERIOR WALL LOCATIONS <br />WALL <br />REINFORCEMENT <br />SEE SCHEDULE <br />DOWELS TO MATCH VERT WALL <br />REINF SIZE & SPACING <br />#4 CONTINUOUS <br />STANDARD HOOK <br />T/SLAB <br />EL SEE PLAN <br />LA <br />P <br /> <br />S <br />P <br />L <br />I <br />C <br />E <br />SLAB REINFORCEMENT <br />SEE PLAN <br />0" <br /> <br /> <br />WALL <br />REINFORCEMENT <br />SEE SCHEDULE <br />DOWELS TO MATCH VERT WALL <br />REINF SIZE & SPACING <br />T/SLAB <br />EL SEE PLAN <br />LA <br />P <br /> <br />S <br />P <br />L <br />I <br />C <br />E <br />SLAB REINFORCEMENT <br />SEE PLAN <br />DRILL-IN DOWELS <br />WITH ADHESIVE ANCHORS <br />NEED TO BE COORDINATED <br />WITH PT TENDONS AND SLAB <br />REINFORCEMENT <br />0' <br /> <br />- <br /> <br />4 <br />" <br />EDGE OF SLAB <br />CIP WALL DOWEL <br />HAIRPIN TIGHT TO <br />DOWEL SEE NOTE 1 <br />CONTINUOUS <br />NOSING BAR <br />HOOKED SLAB EDGE <br />REINFORCEMENT PER <br />PLAN AND SCHEDULE <br />MINIMUM #4 @ 12" OC <br />NOTE: <br />1. PROVIDE #3 x 1'-8" LONG HAIRPIN FOR SEISMIC DESIGN CATEGORY C; <br /> AND #4 x 2'-0" LONG HAIRPIN FOR SEISMIC DESIGN CATEGORY D, E & F <br />MINIMUM #4 @ 12" HOOKED <br />BARS AT ALL EDGE <br />CONDITIONS. REFER TO PLANS <br />FOR ADDITIONAL <br />REQUIREMENTS <br />DOWELS TO MATCH VERT <br />WALL REINF SIZE & SPACING <br />T/SLAB <br />EL SEE PLAN <br />MINIMUM 1-#4 CONTINUOUS <br />NOSING BAR <br />SLAB REINFORCEMENT <br />SEE PLAN <br />LA <br />P <br /> <br />S <br />P <br />L <br />I <br />C <br />E <br />CL WALL/ CL DOWEL UON <br />HAIRPIN SEE DETAIL D <br /> 0 <br />" <br />0' <br /> <br />- <br /> <br />4 <br />" <br />D TYPICAL ANCHOR REINFORCEMENT - PLAN <br />C TYPICAL DETAIL AT EDGE OF SLABACAST-IN DOWELS - OPTION 1 <br />(INTERIOR WALL)B DRILLED-IN DOWELS - OPTION 2 <br />(INTERIOR WALL) <br />L 4 x 4 x 3/8" OR BENT PLATE <br />W/ 5/8" DIA x 4" HEADED STUDS. <br />AT CONTRACTORS OPTION <br />PROVIDE POST INSTALLED <br />ANCHORS. <br />WALL REINFORCEMENT <br />SEE SCHEDULE <br />(-0", +1/2") <br />0' <br /> <br />- <br /> <br />1 <br />" <br /> <br />M <br />I <br />N <br />I <br />M <br />U <br />M <br /> <br />C <br />L <br />R <br />INSTALL BENT PLATE PRIOR <br />TO PLACEMENT AND GROUTING <br />OF TOP CELLS <br />PREMOLDED EXPANSION <br />JOINT MATERIAL <br />0' - 6"0' - 6"0' - 6"0' - 6" <br />2' - 0" 2' - 0" 2' - 0" <br />4' - 0" <br />1' - 0"1' - 0"1' - 0"1' - 0" <br />BENT <br />PLATE <br />L4 x 4 <br />CMU WALL <br />BELOW <br />MIN <br />0' <br /> <br />- <br /> <br />4 <br />" <br />0' <br /> <br />- <br /> <br />2 <br />" <br />A DETAIL <br />5/16 <br />T/WALL <br />CUT BLOCK INFILL <br />TYPICAL TOP OF WALL BOND <br />BEAM STOPS SHORT OF <br />BEAM WHERE INTERRUPTED <br />5'-0" LONG BOND BEAM IN FIRST <br />FULL COURSE BELOW BEAM <br />PROVIDE TOP BRACE AT ALTERNATE <br />SIDES OF WALL ON EACH SIDE OF <br />BEAM <br />SEE TYPICAL TOP BRACE DETAILS <br />LOCATE VERTICAL <br />REINFORCEMENT IN EACH CELL <br />ADJACENT TO BEAM WHEN TOP OF <br />WALL BOND BEAM IS INTERRUPTED <br />T/SLAB <br />(- <br />0 <br />" <br />, <br /> <br />+ <br />1 <br />/ <br />2 <br />" <br />) <br />0' <br /> <br />- <br /> <br />1 <br />" <br /> <br />M <br />I <br />N <br />I <br />M <br />U <br />M <br /> <br />C <br />L <br />R <br />EXPANSION JOINT <br />2' <br /> <br />- <br /> <br />0 <br />" <br />TYPICAL WALL REINFORCEMENT <br />SEE TYPICAL CMU NON-BEARING <br />WALL REINFORCEMENT <br />SCHEDULE <br />CONCRETE BEAM <br />SEE PLAN <br />NOT TO SCALE4 <br />TYPICAL TOP BRACE DETAIL AT INTERIOR CMU <br />WALL TO UNDERSIDE OF CONCRETE SLAB <br />NOT TO SCALE <br />TYPICAL BASE OF CMU NON-BEARING WALL DETAIL AT CONCRETE SLAB7NOT TO SCALE5 <br />TYPICAL TOP BRACE DETAIL AT INTERIOR CMU <br />WALL TO UNDERSIDE OF CONCRETE BEAM AND <br />CONCRETE SLAB <br />NOT TO SCALE6 <br />TYPICAL DETAIL OF CMU NON-BEARING WALL AT <br />PERPENDICULAR CONCRETE BEAM <br />T: F: <br />© Gensler <br />Date Description <br />Project Name <br />Project Number <br />Description <br />Scale <br />Seal / Signature <br />2021 <br />Tel 949.863.9434 <br />Fax 949-553-1676 <br />4675 MacArthur Court <br />Suite 100 <br />Newport Beach, CA <br />92600 <br />USA <br />301 N. Broadway, Santa Ana, CA <br />707 Wilshire Blvd, Suite 4450 <br />Los Angeles, CA 90017-3618 <br />Thornton Tomasetti, Inc. <br />213.330.7700 213.330.7001 <br />3RD & BROADWAY - <br />RESIDENTIAL <br />NOT TO SCALE <br />11/19/2024 3:33:33 PM <br />R1.S6.02 <br />TYPICAL NON-BEARING CMU WALL <br />DETAILS <br />S21043.00 <br />A 06.10.2022 REISSUE FOR PLAN CHECK <br />1/7/25