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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 3.083' x 1.5'= 0 lbs ATTACHMENT ANCHOR FORCE CALCULATION: No of Anchors (n) =9 Anchor Shear Dead Load (DL) = Wp / n = 201/ 9 = 22.3 lbs Anchor Shear Snow Load (SL) = Ps / n = 0/ 9 = 0 lbs Anchor Shear Seismic Load (0.7*EL) = Vs / n = 70.6/ 9 = 7.8 lbs Anchor Pullout Wind Load (0.6*WL) = Fw / n = 314.5/ 9 = 34.9 lbs Anchor Vertical seismic Force(0.7*EL) = Vs/n =3.2673667 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 0.01 0.03 0.04<1 Hence OK DL + 0.7 (ELH- ELV)0.02 0.014017805 0.02<1 Hence OK DL-0.7ELV 0.03 0.00553791 0.04<1 Hence OK DL + 0.7 (ELH- ELV)0.05 0.032315198 0.05<1 Hence OK 0.02 0.018822314 0.02<1 Hence OK 0.002402255 0.02<1 Hence OK0.01DL+0.7ELV DL-0.7ELV DL + 0.7ELH 0.04 -0.04<1 Hence OK DL + 0.6WL 0.03 0.06 0.09<1 Hence OK DL+0.7ELV 0.03 0.00553791 0.04<1 Hence OK DL + 0.7 (ELV+ ELH)0.04 0.043391017 0.04<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 0.03 -0<1 Hence OK DL + 0.7ELH 0.02 -0.02<1 Hence OK 0.01 0.002402255 0.02<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] EQUIPMENT WALL MOUNT ANCHOR DESIGN 23023.004 DL + SL DL + 0.7ELH DL + 0.6WL 0.13 0.18 0.13 DL+0.7ELV 0.13 DL + 0.7 (ELV+ ELH)0.18 DL-0.7ELV 0.13 DL + 0.7 (ELH- ELV)0.05 - - 0.05 0.2<1 Hence OK 0.18<1 Hence OK 0.18<1 Hence OK 0.004913333 0.14<1 Hence OK 0.038497293 0.18<1 Hence OK 0.004913333 0.14<1 Hence OK 0.028670627 0.05<1 Hence OK Unity Check [S+P] 24