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INSULATED PANEL BAKERY ROOM <br />Wall: Ceiling: <br />Panel Wt = 3 psf Panel Wt = 3 psf <br />Height, H = 12.5 ft. Trib Width, W= 14 ft. <br />WIDTH, W= 16.25 ft. Trib Length, L= 15 ft. <br />Wp = 609.375 Lbs Wp = 630 Lbs <br />Seismic Design Force: <br />Fp,ASD =0.20 *Wp = 248 lbs Total Wall Length, Lw = 9 ft. <br />= 28 plf <br />USE MIN. #10 SELF TAPPING SCREWS TO 26GA PANEL AT 1 ft O.C. <br />Max. Tension force:Max. Shear force: <br />Tmax = 0 lbs.Vmax= 28 lbs.Per Bolt <br />Tallow = 49 lbs.(OK)Vallow = 133 lbs.(OK) <br />Design Parameters: <br />Seismic Service Load: <br />Design anchor at equipment: <br />PROJECT: Amazon Fresh <br />SUBJECT: Structural Calculation <br />ES Kam Yan & Associats <br />Structural Engineers <br />JOB NO.: 16.270.C <br />SHEET NO.: OF <br />CALCULATED BY: DD DATE AUG/2016 <br />CHECKED BY: KY DATE AUG/2016 <br />()() <br />Note: allowalbe capacity = ultimate / safety factor of 3 <br />0.208 (OK) <br />USE MIN. 1/4"x2"LONG POWER ZAMAC CONCRETE ANCHOR TO (E) CONC. SLAB AT 1 ft O.C. <br />Max. Tension force: Max. Shear force: <br />Tmax = 0 lbs. Vmax= 28 lbs. <br />Tallow = 175 lbs.(OK)Vallow = 180 lbs.(OK) <br />0.153 (OK) <br />max max1 <br />AA <br />TV <br />TV <br /> <br />max max1 <br />AA <br />TV <br />TV <br /> <br />3 of 15