Laserfiche WebLink
(N) LU210 <br />(E) 2x12 <br />(E) roof (E) plywood <br />(E) 2nd floor framing <br />(E) 2x12 <br />(N) 5-1/8" x 12" GLB <br />(E) slab <br />(E) 2nd Floor <br />(E) footing <br />(N) HU612 <br />(E) 6x12 <br />(E) roof (N)(2) 5-1/8" x 12" GLB <br />(E) wall studs - modify & <br />toe nail to T.O. (N) GLB <br />(E) walls (beyond) <br />(E) slab <br />(E) 2nd Floor <br />(E) footing <br />(N) LU210 <br />(E) 2x12 <br />(E) floor framing <br />(E) 2nd floor framing <br />(E) 2x12 <br />(N) 5-1/8" x 12" GLB <br />(E) slab <br />(N) 2x8 DF#1 @ 16" O.C. <br />(N) 2x4 @16" O.C. <br />partition wall <br />(N) 2x4 @16" O.C. <br />partition wall <br />(N) LU28 <br />(E) footing <br />(N) 2x8 DF#2 <br />rim board <br />(N)(2) 2x4 DF <br />#2 top plate <br />(typ.) <br />B.O. Joist <br />9'-0" <br />(N) 2x4 sill plate <br />(typ.) <br />5-1/8" x 12" GLB <br />continuous 5-1/8" x 12" GLB discontinuous 5-1/8" x 12" GLB <br />HSS 10x5x5/16 post <br />3/16 <br />custom CCTOQ column cap by Simpson <br />w/ W1 10-3/8" for beam width 10-1/4" <br />& <br />W3 5-1/4" for beam width 5-1/8" <br />(N) 6x6 DF #1 post <br />10" long SDWS Simpson Timber Screws @ <br />24" o.c. w/ adjacent screws installed <br />into opposite sides of the beams <br />(3) 1/4"Ø SDS screws <br />ECCQ66SDS2.5 post cap <br />5-1/2" x 24" GLB 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 1:50:07 PMS3.1 <br />Sections and <br />Details (2)357 Lincoln - Prime TableExpansion357 Lincoln Center N.Stockton, CA 9520721047 <br />NRL <br />HJT <br /> 1" 1'-0"S3.1 <br />1 (N) Support Beam at Gridline C <br /> 1" 1'-0"S3.1 <br />2 New Support Beams at Gridline 3 <br /> 1" 1'-0"S3.1 <br />3 Framing at (N) Private Dining Room <br /> 1 1/2" 1'-0"S3.1 <br />4 Custom Column Cap Detail at Column C3 <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