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2 <br />S3.0 <br />3 <br />S3.0 <br />3 <br />(E) 2x12 joists <br />(N) L4210 hanger <br />(N) 5-1/8" x 12" GLB <br />CCQ6SDS2.5 <br />by Simpson <br />3/16 <br />(N) 5x5x1/2" HSS post <br />~ <br />(E) roof joists <br />(E) footing (V.I.F.) <br />(E) plywood <br />(E) roof framing <br />(E) custom timber frame <br />(N) 8" SDWS Simpson Timber Screws <br />at 30° angle into 2nd floor <br />plywood - install (2) screws min. <br />equally spaced between each <br />pair of (E)adjacent floor joists along <br />length of (N) GLB <br />4 <br />S3.05 1/2"(E) stucco (N) A35 clips @ 24" O.C. <br />(N) E.N. <br />(E) 2x4 sill plate <br />(E) 2x4 studs @ 16" O.C. <br />(N) sheathing per <br />shear wall schedule <br />(E)(2) 2x4 top plates <br />(E) 2x12 joists @ 16" O.C. <br />(E) framing to remain <br />between studs <br />2 3/4" gap <br />(E) roof <br />(E) 2x12 joists @ 24" O.C. <br />(N) E.N. <br />(E)(2) 2x4 top plates <br />(N) sheathing per shear <br />wall schedule <br />(E) 2x4 studs @ 16" O.C. <br />(E) 2x4 sill plate <br />(N) E.N. <br />T.P. <br />9' - 0" <br />T.P. <br />12' - 3" <br />(E) roof <br />3 <br />(N) E.N. <br />(N) A35 clips @ 24" O.C. <br />11/16" Ø holes for <br />1/2" Ø Titen HD <br />screw anchors w/ <br />4" embed. 3 1/2"3 1/2"EQEQEQ EQ <br />5 1/2" <br />post & plate <br />8 1/2"1/4 <br />11/16" Ø holes for <br />1/2" Ø Titen HD screw <br />anchors w/ 4" <br />embed. 3 1/2"3 1/2"EQEQEQ EQ <br />10 1/2" <br />post & plate <br />8 1/2"1/4 <br />HSS5x5 POST HSS10x5 POST <br />1/2" thk. plate <br />(ASTM A36) <br />1/2" thk. plate <br />(ASTM A36) <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 PMS3.0 <br />Sections and <br />Details (1)357 Lincoln - Prime TableExpansion357 Lincoln Center N.Stockton, CA 9520721047 <br />NRL <br />HJT <br /> 1/16" 1'-0"S3.0 <br />1 Section Key Plan <br /> 3/4" 1'-0"S3.0 <br />2 Section at Grid Line 3 <br /> 3/4" 1'-0"S3.0 <br />3 Shear Wall Section at Gridline 3 <br /> 3" 1'-0"S3.0 <br />4 Steel Post Base Plate 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