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2 of 32 <br />SULLAWAY <br />■ ENGINEERING <br />PROJECT: CAFE UU DATE: 4/28/2023 <br />PROJ. NO.: 39451-3 ENGINEER: JC <br />CLIENT: WESTERN NEON <br />ve a units; pounds, feet unless noted otherwise <br />Applied Wind Loads; from ASCE 7-16 <br />Pnet=k Kzt Pnet30 <br />(ASCE 30.4-1) <br />k= 1.21 <br />(ASCE <br />Fig. 30.4-1) <br />Kzt= 1.0 <br />(unless <br />unusual landscape) <br />V= 100 <br />mph <br />Exposure= <br />c <br />Area= 6.62 <br />ft2 <br />max. height= 13.00 <br />ft <br />Pnet30= 18.00 <br />psf <br />pnet= 21.78 psf <br />Pnet30= -24.10 <br />psf <br />Pnet= -29.16 psf <br />Loads on 3/8" Dia. Hilti HIT-HY 270 Anchors w/ 6" Embed. Into Solid brick (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 11x37.125x0.25" Steel Mounting P <br />arm 1.075in <br />Mplate = <br />Z= <br />Mn/Q = <br />Check 11x37.125x0.25" Steel Mounting P <br />arm = <br />Mplate = <br />Z= <br />Mn/Q = <br />A36 (ASD): (Along WL) <br />b =1 37.1 in t = 0.25 1 in <br />T*arm=(T1+T2+T3)*arm= 0.230 k-in (T=See Hilti) <br />bt^2/4= 0.580 in <br />Fy*Z/Q = 36ksi*Z/1.67 = 12.505 k-in OK <br />A36 (ASD): (A <br />I in b =1 8 in <br />T*arm=(T1+T2)*arm= <br />bt^2/4= <br />Fy*Z/Q = 36ksi*Z/1.67 = <br />ng DL) <br />t =L0A in <br />0.293 k-in (T=See Hilti) <br />0.125 in <br />2.695 k-in OK <br />