2925 WETMORE AVE CAFE UU 2023-10-25

Page 2 of 2 suL LAWAY �# N PMr1R1FP7RING PROJECT: CAFE UU DATE: 3/20/2023 PROJ. NO.: 39451 ENGINEER: BF CLIENT: WESTERN NEON ves units; pounds, feet unless noted otherwise Applied Wind Loads; from ASCE 7-16 Pnet=�, KZt Pnet30 (ASCE 30.4-1) k= 1.21 (ASCE Fig. 30.4-1) KZt= 1.0 (unless unusual landscape) V= 100 mph Exposure= c Area= 6.62 ft2 max. height= 13.00 ft Pnet30= 18.04 psf Pnet30= -24.18 psf Pnet= 21.83 psf Pnet= -29.26 psf Check 1/4" Dia. Dewalt Screw -Bolt+ Anchors w/ Min Embed.=2.5" into Brick - Plate to Wall (ASD): Pnet= See Above= 29.26 psf Tributary Area= ATrib=From AutoCAD= 6.692 ft2 Wind Load= WL=0.6*Pnet*AT,;b= 117 Ibs Dead Load= DL=10psf*AT,;b= 67 Ibs arm= 5.875"+21 "/2= 16.375 in MWL= WL*arm= 1924lbs-in arm= 5.875"+21 "/2= 16.375 in MDL= DL*arm= 1096lbs-in Spacing= 3"/2= 1.5 in Additional tension due WL= TWL=MWL/spacing/3 bolts= 427 Ibs Spacing= = 34 in Additional tension due DL= TDL=MDL/spacing/1 bolt= 32 Ibs #bolts= = 3 bolts Tension per bolt= Ta=TWL+TDL= 460 Ibs Shear per bolt= Va=WL/#bolts+DL/#bolts= 61 Ibs Tension capacity= Tc= 830 Ibs (From Dewalt Specs) Shear capacity= Vc= 520 Ibs Combined Tension & Shear Check: Check 3x37.125x0.25" Steel Mounti arm = Mplate = Z= �Mn = Check 3x37.125x0.25" Steel Mounti arm = Mplate = Z= �Mn = (T/Tc)+(V/Vc)= Plate, A36 (LRFD): (Al din b=1 9 in t = (3TWL/0.6+1.2*TDL) * arm = bt"2/4= �*Fy*Z = 0.9*36ksi*Z = Plate, A36 (LRFD): (A in b=1 3 in t = (TWL/0.6+1.2*TDL) * arm = bt"2/4= �*Fy*Z = 0.9*36ksi*Z = 0.672 <1 ok nq WL 0.25 in 3.264 k-in (TWL,TDL= See above) 0.141 in 4.556 k-in OK DL 0.25 in 1.174 k-in (TWL,TDL= See above) 0.047 in 1.519 k-in OK