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NNE <br /> � ����� CALCULATIONS FOR WALL-MOUNTED SIGNS <br /> 4 earyse"'. <br /> 'Wall Sign Anchor Design <br /> Structure Dimensions & Loading <br /> Design wind pressure: P= 35.2 psf <br /> I <br /> Sign type: Cabinet <br /> Sign size: A= 36.2 sgft (entire cabinet) <br /> Wall material: Masonry (ASTM C90,1,500 psi min) <br /> Anchor type/size: i 1/4"Tapcon <br /> Ref: : ITW Tapcon, NOA 07-1126.10 <br /> Min Embedment: 1.25" <br /> Min edge dist: 2.5" Min Spacing: 3" <br /> I <br /> Anchor tensile capacity: Tcap= 195.0 lb (per anchor) <br /> Check Anchors for Pullout <br /> I <br /> Total Reaction: Rt= 1274 �lb ...=P*A (entire cabinet) <br /> No. of anchors req'd: n= 6.5 total anchors ...=Rt/cap <br /> I <br /> Total anchors required: 7 total anchors balanced over cabinet <br /> I <br /> OK,typical anchor option shown. Limit to min (g)total. <br /> Ref anchor schedule for other anchor options. <br /> i <br /> I <br /> i <br /> i <br /> f <br /> Page 3 <br />