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Project Name:Albertsons 598 Project No: Design By:MP SNOW LOAD CALCULATION: Ground Snow Load (pg) =0 psf [From ATC or ASCE report] Note: For worst case design equipment snow load taken equal to ground snow load Snow Load on Top of Equipment (Ps) =pg x L x B = 0 x 2.2' x 1.1'= 0 lbs ATTACHMENT ANCHOR FORCE CALCULATION: No of Anchors (n) =9 Anchor Shear Dead Load (DL) = Wp / n = 310/ 9 = 34.4 lbs Anchor Shear Snow Load (SL) = Ps / n = 0/ 9 = 0 lbs Anchor Shear Seismic Load (0.7*EL) = Vs / n = 108.8/ 9 = 12.1 lbs Anchor Pullout Wind Load (0.6*WL) = Fw / n = 181.9/ 9 = 20.2 lbs Anchor Vertical seismic Force(0.7*EL) = Vs/n =5.0392222 lbs ANCHOR SPECIFICATION: WOOD STUD WALL: 5/16" dia. Lag screw w/ 2 1/2" min. embed into wood stud Shear Capacity =171 lbs [See attached Spec Sheet] Pullout Capacity =665 lbs [See attached Spec Sheet] CMU WALL: 3/8" dia. SS Hilti Kwik KB- TZ2 expansion bolt w/ 3 1/2" min. embed into masonry wall per ICC ESR 4561 Shear Capacity =695 lbs [See attached Spec Sheet] Pullout Capacity =590 lbs [See attached Spec Sheet] CONCRETE WALL: 3/8" dia. SS Hilti Kwik KB-TZ-2 expansion bolt w/ 3 1/2" min. embed per ICC ESR 4266 Shear Capacity =1588 lbs [See attached Spec Sheet] Pullout Capacity =1360 lbs [See attached Spec Sheet] DL + 0.6WL 0.02 0.01 0.04<1 Hence OK DL + 0.7 (ELH- ELV)0.03 0.0216195 0.03<1 Hence OK DL-0.7ELV 0.05 0.008541055 0.06<1 Hence OK DL + 0.7 (ELH- ELV)0.08 0.04983936 0.08<1 Hence OK 0.03 0.02902944 0.03<1 Hence OK 0.00370497 0.03<1 Hence OK0.02DL+0.7ELV DL-0.7ELV DL + 0.7ELH 0.07 -0.07<1 Hence OK DL + 0.6WL 0.05 0.03 0.08<1 Hence OK DL+0.7ELV 0.05 0.008541055 0.06<1 Hence OK DL + 0.7 (ELV+ ELH)0.07 0.066921469 0.07<1 Hence OK DL + 0.7 (ELV+ ELH) Load Combo Shear Check (Force/Capacity) [S] Pullout Check (Force/Capacity) [P]Unity Check [S+P] DL + SL 0.05 -0<1 Hence OK DL + 0.7ELH 0.03 -0.03<1 Hence OK 0.02 0.00370497 0.03<1 Hence OK Load Combo Shear Check (Force/Capacity) [S] Pullout Check (Force/Capacity) [P]Unity Check [S+P] DL + SL 0.02 -0<1 Hence OK Load Combo Shear Check (Force/Capacity) [S] Pullout Check (Force/Capacity) [P] EQUIPMENT WALL MOUNT ANCHOR DESIGN 23023.004 DL + SL DL + 0.7ELH DL + 0.6WL 0.20 0.27 0.20 DL+0.7ELV 0.20 DL + 0.7 (ELV+ ELH)0.27 DL-0.7ELV 0.20 DL + 0.7 (ELH- ELV)0.07 - - 0.03 0.2<1 Hence OK 0.27<1 Hence OK 0.23<1 Hence OK 0.007577778 0.21<1 Hence OK 0.059373935 0.27<1 Hence OK 0.007577778 0.21<1 Hence OK 0.044218379 0.07<1 Hence OK Unity Check [S+P] 22 B