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ANCHORAGE FBD <br /> 5.5" <br /> V <br /> T T: W =-2076#/(2 ANCHORS/MOUNT) = 1038# (LRFD) <br /> V: DL= 1.2*(500#)/(2 MOUNTS)/(2 ANCHORS/MOUNT) = 150# (LRFD) <br /> fc=4000psi <br /> V <br /> C <br /> PER HILTI USE (2) KH-EZ 5/8"0 SCREW <br /> ANCHORS WITH 2.5" EMBEDMENT <br /> PARAPETFBD <br /> WH, <br /> w: W = 41.5psf <br /> O Mu = M ANTENNA WALL SECTION+ MNORMALWALL= 193k-In/PANEL <br /> 5.5" MNORMALWALL— L(4.75')2(41.5psf)(10'-(2.5')(2 MOUNTS))/2)/1000*12 = 28k-in <br /> MANTENNAWALL— ((11.5')2(41.5psf)(2.5')(2 MOUNTS)/2)1/1000*12 = 165k-in <br /> OMn EA PANEL= (21.33k-in/ft)(10') = 213.3k-in/PANEL > Mu <br /> 1211 <br /> 0. <br /> Ck <br /> N <br /> A = o. as iv) <br /> 12" <br /> 4J 10'WIDE x 9'TALL x 5.5"THICK nit, --21.33 k-in /ft <br /> EXISTING PARAPET <br /> CONCRETE IS ADEQUATE <br /> C Description Member Calculations By MRD Date11/22/2024 <br /> ENGINEERING checked Date <br /> 250 4th Ave.South Scale NTS Sheet No17 <br /> Suite 200 <br /> Edmonds,WA 98020 Project SE01510A Downtown Everett-Wall Job No. <br /> 425.778.8500 <br /> www.cgengineering.com 24088.614 <br />