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Project Name:Albertsons 598 Project No: Design By:GM 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 1.42' x 0.7'= 0 lbs ATTACHMENT ANCHOR FORCE CALCULATION: No of Anchors (n) =4 Anchor Shear Dead Load (DL) = Wp / n = 50/ 4 = 12.5 lbs Anchor Shear Snow Load (SL) = Ps / n = 0/ 4 = 0 lbs Anchor Shear Seismic Load (0.7*EL) = Vs / n = 17.6/ 4 = 4.4 lbs Anchor Pullout Wind Load (0.6*WL) = Fw / n = 32.8/ 4 = 8.2 lbs Anchor Vertical seismic Force(0.7*EL) = Vs/n =1.82875 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] - - 0.01 0<1 Hence OK 0.1<1 Hence OK 0.09<1 Hence OK 0.00275 0.08<1 Hence OK 0.021546992 0.1<1 Hence OK 0.00275 0.08<1 Hence OK 0.016046992 0.03<1 Hence OK Unity Check [S+P]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 0.07 0.10 0.07 DL+0.7ELV 0.07 DL + 0.7 (ELV+ ELH)0.10 DL-0.7ELV 0.07 DL + 0.7 (ELH- ELV)0.03 0.01 0.001344546 0.01<1 Hence OK Load Combo Shear Check (Force/Capacity) [S] Pullout Check (Force/Capacity) [P]Unity Check [S+P] DL + SL 0.01 -0<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 DL + 0.7ELH 0.01 -0.01<1 Hence OK DL + 0.7ELH 0.02 -0.02<1 Hence OK DL + 0.6WL 0.02 0.01 0.03<1 Hence OK DL+0.7ELV 0.02 0.003099576 0.02<1 Hence OK DL + 0.7 (ELV+ ELH)0.02 0.024286017 0.02<1 Hence OK DL + 0.7 (ELV+ ELH) DL + 0.6WL 0.01 0.01 0.01<1 Hence OK DL + 0.7 (ELH- ELV)0.01 0.007845786 0.01<1 Hence OK DL-0.7ELV 0.02 0.003099576 0.02<1 Hence OK DL + 0.7 (ELH- ELV)0.03 0.018086864 0.03<1 Hence OK 0.01 0.010534877 0.01<1 Hence OK 0.001344546 0.01<1 Hence OK0.01DL+0.7ELV DL-0.7ELV 20