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BWU Consultants, Inc. <br />1168 N. San Gabriel Blvd., #N <br />Rosemead, CA. 91770 <br />Tel: (626) 288-0708 <br />Email: twengrs1168@gmail.com <br />Date: <br />ASCE 7-16 <br />FP =0.3 SDS IP WP <br />1.6 SDS IP WP <br />CS =0.7 FP <br />CSW =0.7 x 0.66 W = 0.462 / 1.4 = 0.33 W <br />AND SECTION 13.3 OF ASCE 7-16 <br />0.4 AP SDS <br />( RP / IP ) <br />AP = 1.0 RP = 2.5 z/h = 1.0 <br />FP = <br />ENCHARGE10 WALL MOUNTED BRACKET WT = 341 LB <br />EXISTING 2X4 STUD Ht= 8'-0" Pall = 600 LB <br />VERTICAL LOAD <br />WIND <br />SEISMIC ∇= 0.50 x 341 LB <br />170.5 LB / 3-1/4"Ø screws = 57 LB <br />225 LB OK <br />210 LB OK <br />SEISMIC DEMAND ON NONSTRUCTURAL COMPONENTS (ELEMENTS) <br />0.4 x 1.0 x 1.04 <br />2.5 <br />FP =WP (1+2 z/h) <br />x (1+2x1) WP =0.50 WP <br />57 LB < <br />(3-1/4"Ø x 1 1/2 " MIN. EMBED) <br />= 24.92 PSF x 24"x32"/ 12"x12" = 133 LB <br /> C=T: 133x6"/6" = 133 LB / 3 LAG SCREWS = 44.3 LB < 225 LB <br />WITHDRAW OK <br />341 LB / 3 SUPPORTS = 113.7 LB / LAG SCREW < 210 LB OK <br />𝛻 <br />𝛻 <br />1908 S Sullivan St - <br />201833137/30/2024