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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 <br />tenant space <br />adjacent tenant space <br />avoid (E) equip. on wall <br />2x4 stud wall w/(2) top plate <br />2x6 stud wall @ 16" O.C. <br />w/(2) top plate <br />(N) CMST12 strap w/ (74) 0.162 x 2-1/2" nails <br />across (E) top plates & 38" end lengths on <br />each side of joint. <br />Contractor to notify engineer when wall <br />framing is exposed to verify conditions <br />(N) GLB <br />A <br />15.0' <br />A <br />14.5' <br />A <br />30.0' <br />(N) CMST12 straps, one each side of <br />wall, w/ (74) 0.162 x 2-1/2" nails <br />between (E) double top plate & (N) <br />GLB beams. Provide 38" end lengths on <br />each side of joint <br />2 <br />2 <br />2 2 <br />22 <br />Shear Wall Schedule <br />Type <br />Mark <br />Sheathing <br />Type <br />Nail/Screw <br />Type <br />Min. Pen.Nail Spacing <br />(Field/Edge) <br />Shear <br />Capacity <br />ASD Sill Anchorage Hold Downs <br />Post <br />Size <br />Allowable <br />Tension Load <br />(ASD)Function <br />Hold Downs <br />A <br />3/8" OSB 5/8"Ø @ 4'-0" o.c. Titen Screw Anchor by <br />Simpson w/ 2-1/2" x 2-1/4" x 1/4" steel <br />plate washer <br />8d 1-3/8"12"/6"HDU2-SDS2.5 4x Exterior <br />Fasteners <br />260 plf 3,075 lb Wood Fasteners: 6 - 1/4" x 2-1/2" SDS screws <br />Anchor Bolts: ASTM F1554 gr. 36, 5/8" Ø all-thread <br />installed using Simpson SET-XP exoxy w/ 8" embedment <br />2 <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 1:50:08 PMS4.0 <br />Proposed Shear <br />Wall Plan357 Lincoln - Prime TableExpansion357 Lincoln Center N.Stockton, CA 9520721047 <br />NRL <br />HJT <br /> 3/16" 1'-0"S4.0 <br />1 Proposed 1st Floor Shear Wall 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 />NOTE TO PLAN CHECKER: <br />This project involves modification of the existing LFRS along Grid <br />Lines 1 & 3 only. New openings will be created along Grid Line I, <br />however, the openings will be in infilled portions of the walls that <br />are intended for openings, with no effect on the LFRS. Only <br />those areas of the building affected by these modifications <br />have been analyzed as part of this project. <br />8/15/2022