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UP <br />UP <br />A B C D E F G H I <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />Adjacent Tenant SpaceAdjacent Tenant Space <br />(2) holdowns per shear wall plan <br />(4) holdowns per shear wall plan <br />(E) footing to remain <br />AAAAAC <br />D <br />B <br />B <br />(E) wall ftg. <br />(verify in field) <br />A <br />2 <br />S1.0 <br />2 <br />S1.0 <br />B <br />B <br />(E) wall ftg. <br />(verify in field) <br />B <br />typ.3" clr.typ. <br />3" clr. <br />footing width per schedule .footing depth <br />per schedule3" clr.saw cut (E) slab <br />all around <br />ensure exposed sides of (E) <br />footing are clean & free of <br />loose material prior to pour <br />post* <br />ABW66Z post base w/ <br />1/2" Ø x4" long Titen HD <br />anchor by Simpson* <br />rebar per footing <br />schedule installed per <br />Simpson Set XP epoxy <br />w/ 4" min. embed <br />rebar per footing <br />schedule <br />undisturbed <br />native soil <br />*for (N) steel post base plate, see Detail /4 S3.0 <br />(E) footing where present <br />NotedScale <br />Job # <br />2132 N El Dorado St <br />Stockton, CA 95204 <br />(209) 227-7646 <br />Drawn By <br />These drawings and specifications are <br />the property and copyright of JCWagner <br />& Associates and shall not be used or <br />duplicated in part or in whole on any <br />other work except by agreement with <br />JCWagner & Associates. <br />Checked By <br />8/15/2022 1:50:05 PMS1.0 <br />Foundation <br />Plan357 Lincoln - Prime TableExpansion357 Lincoln Center N.Stockton, CA 9520721047 <br />NRL <br />HJT <br /> 3/16" 1'-0"S1.0 <br />1 Foundation Plan <br /> 3/4" 1'-0"S1.0 <br />2 Post Foundation <br />D 1 4'-6" x 4'-6" 1'-6" #4 @ 12" O.C. E.W., T&B <br />See Detail 2/S1.0 for foundation & Detail <br />4/S3.0 for post base <br />C 1 5'-3" x 5'-3" 1'-6" #4 @ 12" O.C. E.W., T&B <br />See Detail 2/S1.0 for foundation & Detail <br />4/S3.0 for post base <br />B 5 3'-6" x 3'-6" 1'-6" #4 @ 12" O.C. E.W., T&B See Detail 2/S1.0 for foundation <br />A 6 4'-0" x 4'-0" 1'-6" #4 @ 12" O.C. E.W., T&B <br />See Detail 2/S1.0 for foundation & Detail <br />4/S3.0 for post base <br />Mark Qty Footing Width Footing Depth Rebar QTY Remarks <br />Footing Schedule <br />Revision Schedule <br /># Date Description <br />07/28/2021 Client Review <br />07/19/2022 Client Review - Revised <br />Layout <br />8/11/2022 Client Review - Revised <br />Column Locations <br />A 08/15/2022 CYC1 Plan Check <br />(E) footings <br />to remain <br />8/15/2022