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A B C D E F G H I <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />(E) 2x12 @ 12" O.C. <br />(E) column to be relocated - contact engineer if a <br />beam joint/disconitnuity is found at this location <br />(E) 3x12 @ 12" O.C.(E) 6x12 @ +/-14' - 6"(E) 2x12 @ 12" O.C. <br />(E) 3x12 @ 12" O.C.(E) 3x12 @ 12" O.C.(E) 3x12 @ 12" O.C.(E) 3x12 @ 12" O.C. <br />(E) 2x12 @ 24" O.C.(E) 2x12 @ 24" O.C. <br />(E) 2x12 @ 16" O.C. <br />adjacent <br />tenant space <br />adjacent tenant space <br />(N) 5-1/2"x18" (24F-V8) GLB <br />(N) HSS5x5x5/16 col. <br />w/ CCOQ6SDS2.5 post <br />cap welded to col. (N) 5-1/8"x12" GLB <br />2 <br />S3.0 <br />(E) 2x12 @ 16" O.C. <br />3 <br />S3.1 <br />(N) 5-1/8" x 12" GLB (24F-V8) <br />(N) HSS 5x5x5/16"(N) HSS 5x5x5/16" post(N) HSS 5x5x5/16" <br />replace (E) post w/ <br />(N) HSS10x5x5/16 <br />2 <br />S3.13 <br />S3.0 <br />(E) 6x12 beam <br />(N)(2) 5-1/8"x12" GLB (24F-V8) <br />(N) 2x8 DF#1 <br />@ 16" O.C. <br />1 <br />S3.1 <br />4 <br />S3.1 <br />(N) HUCQ610-SDS <br />face mount <br />hanger by Simpson <br />(E) post to remain <br />(N)HSS10x5x5/16 post <br />3' - 5 1/2" <br />provide CMST12 strap <br />accross beam splice, <br />typ. where occurs <br />(N) location of relocated column <br />(E) W10x22 beam to remain <br />per arch. dwgs <br />±3' - 6" <br />(E) col. to remain(E) col. to remain <br />(E) 6" x 24" GLB to remain15' - 0"13' - 3"10' - 10"17' - 1"4' - 0"(N) 5-1/2"x24" (24F-V8) GLB <br />HCCTA5.62-5 H 17.25" <br />hinge connector <br />overhang2' - 0"provide 3/4" deep x 5" long <br />top dap at end of 24" GLB <br />HB6.88X hanger for (E) GLB <br />(field verify dimensions pior <br />to ordering) <br />(N) HSS5x5x5/16 col. <br />w/ CCOQ6SDS2.5 post <br />cap welded to col. <br />(N) HSS5x5x5/16 col. <br />w/ CCOQ6SDS2.5 post <br />cap welded to col. <br />(N) HSS5x5x5/16 col. <br />w/ CCOQ6SDS2.5 post <br />cap welded to col. <br />Header Schedule (UON) <br />Opening Bearing <br />Wall <br />Partition <br />Wall <br />up to 4'-0"4 x 10 4 x 8 6 x 8 6 x 8 <br />up to 6'-0"4 x 12 4 x 8 6 x 10 6 x 8 <br />up to 8'-0"4 x 12 4 x 10 6 x 10 <br />up to 10'-0"4 x 14 4 x 12 GLB 5 1/2" x 12"6 x 10 <br />NOTE: <br />1) all wood sizes are nominal <br />Bearing Wall Partition <br />Wall <br />2x4 studs 2x6 studs <br />GLB 5 1/2" x 12" <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 1:50:06 PMS2.0 <br />2nd Floor <br />Framing Plan357 Lincoln - Prime TableExpansion357 Lincoln Center N.Stockton, CA 9520721047 <br />NRL <br />HJT <br /> 3/16" 1'-0"S2.0 <br />1 2nd Floor Framing Plan <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 />8/15/2022