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2 of 4 <br />I& 0 ENGINEERING <br />PROJECT: CAFE UU DATE: 06/10/23 <br />PROJ. NO.: 39451-5 ENGINEER: JC <br />CLIENT: WESTERN NEON <br />vs.s units; pounds, feet unless noted otherwise <br />Applied Wind Loads; from ASCE 7-16 <br />Pnet=X KZt Pnet30 (ASCE 30.4-1) <br />X= 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= 18.04 psf Pnet= 21.83 psf <br />Pnet30= -24.18 psf Pnet= -29.26 psf <br />Check 0.375" Dia. Threaded Rod set-in Hilt! HIT-HY 270 Adhesive w/ Min. Emned.=2" into CMU Wall (ASD): <br />Into Hollow CMU Wall (Ungrouted) / into Bed Joint <br />Pnet= <br />= <br />29.26 psf (See Above) <br />Tributary Area per bolt= <br />A= <br />7.312 ft2 (From AutoCAD) <br />Wind Load= <br />WL=0.6*Pnet*A= <br />128 Ibs <br />Dead Load= <br />DL=20.5psf*A= <br />150 Ibs <br /># bolts= <br />= <br />6 bolt <br />dia.= <br />= <br />0.375 in <br />arm (WL)= <br />5.875"+21"/2= <br />16.375 in <br />MWL= <br />WL*arm= <br />2102lb-in <br />arm (DL)= <br />5.875"+21 "/2= <br />16.375 in <br />MDL= <br />DL*arm= <br />2455lb-in <br />Spacing (WL)= <br />Sw= <br />4 in <br />Additional tension due to WL= <br />TWL=MWL/Sw/3 bolts= <br />175 Ibs <br />Spacing (DL)= <br />Sd= <br />33 in <br />Additional tension due to DL= <br />TDL=MDL/Sd/2 bolts= <br />37 Ibs <br />Tension per bolt= <br />T=TWL+TDL= <br />212 Ibs <br />Shear per bolt= <br />V=sgrt(WLA2+DLA2)/6 Anchors= <br />33 Ibs <br />Tension capacity= <br />(per ICC-ESR-4143) Tc= <br />300 Ibs <br />(300 lb) <br />Shear capacity= <br />(per ICC-ESR-4143) Vc= <br />402 Ibs <br />(550 Ib*0.73) <br />Combined Check: <br />(T/Tc)+(V/Vc)= <br />0.790 <1 <br />OK <br />