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Page 2 of 32 <br />i S U L LAWAY <br />16 ■ ENGINEERING <br />PROJECT: CAFE UU DATE: 4/21/2023 <br />PROJ. NO.: 39451-2 ENGINEER: SB/HL <br />CLIENT: WESTERN NEON <br />vee units; pounds, feet unless noted otherwise <br />Applied Wind Loads; from ASCE 7-16 <br />Pnet=k Kzt Pnet30 (ASCE 30.4-1) <br />k= 1.21 (ASCE Fig. 30.4-1) <br />Kzt= 1.0 (unless unusual landscape) <br />V= 100 mph Exposure= c <br />Area= 6.62 ft2 <br />max. height= 13.00 ft <br />Pnet30= 18.00 psf pnet= 21.78 psf <br />Pn.t30= -24.10 psf Pnet= -29.16 psf <br />Loads on 1/4" Dia. Hilti HIT-HY 270 Anchors w/ 2" Embed. Into ungrouted CMU (ASD): <br />Pnet= <br />= <br />29.16 psf <br />Tributary Area= <br />ATrib=From AutoCAD= <br />6.700 ft2 <br />Wind Load= <br />WL=0.6*Peet*ATrib= <br />117 Ibs <br />Dead Load= <br />DL=20.5psf*ATr;b= <br />137 Ibs <br />arm= <br />5.875"+21 "/2= <br />16.375 in <br />MWL= <br />WL*arm= <br />1920lbs-in <br />arm= <br />5.875"+21 "/2= <br />16.375 in <br />MDL= <br />DL*arm= <br />2249lbs-in <br />Check 6x37.125x0.25" Steel Mounting Plate, A36 (ASD): (Along WL) <br />arm = 1.075 in b =1 37.1 in t=1 0.25 in <br />Mplate = T*arm=(T1+T2+T3)*arm= 0.436 k-in <br />Z= bt^2/4= 0.580 in <br />Mn/f2 = Fy*Z/f2 = 36ksi*Z/1.67 = 12.505 k-in <br />Check 6x37.125x0.25" Steel Mounting Plate, A36 (ASD): (Along DL) <br />arm = 1.9 in b=1 6 in t =1 0.2 <br />Mplate = T*arm=(T1+T2)*arm= 0.541 k-in <br />Z= bt^2/4= 0.094 in <br />Mn/f2 = Fy*Z/f2 = 36ksi*Z/1.67 = 2.021 k-in <br />(T=See Hilti) <br />OK <br />in <br />(T=See Hilti) <br />OK <br />