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1 � <br /> ` ����� �, ��a� CALCUL/�TIONS FOR W/�LL-MOUNTED SIGNS <br /> /� � earyseals.com <br /> ` Wall 5 gn /�nchor Design <br /> Structure Dimensions & Loading <br /> 140 Design wind pressure: P= 35.2 psf <br /> Sign type: ' Cabinet <br />�I Sign size: A= 43.8 sqft (entire cabinet) <br />� W811 m8terl8l: � Wood ;CDX or equiv,thickness to match Min Embed , <br /> Anchor type/size: #14 SMS <br /> Ref: APA E830E Fastener Loads for Plywood <br /> Min Embedment: 0.5" <br /> Min edge dist: 2" Min Spacing: 2" <br /> Anchor tensile capacity: Tcap= 112.0 Ib (per anchor) <br /> Check A chors for Pullout <br /> Total Reaction: Rt= 1540 Ib ...=P*A (entire cabinet) <br /> o.of anchors req'd: n= 13.7 total anchors ...=Rt/rcaP I <br /> Total anchors required: 14 total anchors balanced over cabinet <br /> OK,critical anchor option shown. <br /> Ref anchor schedule for other anchor options. <br /> Page 3 <br />