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. � ...,_.._ . , ,� � (�i��.CULA�T90�15 �OR Wi�LL-�90Uf�ET�D SIGf�f� <br /> ___�!;= c�::"'1:._��f S�C�� <br /> ���.�om <br /> : � <br /> 1lVall Sign O�n�ho� Design <br /> Structure Dir�ensions � Loading <br /> Design wind pressure: P= 35.2 psf <br /> Sign type: Cabinet <br /> Sign size: A= 20.6 sqft (entire cabinet) <br /> Wall material: 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 Anchors for Pullout <br /> Total Reaction: Rt= 725 Ib ...=P*A (entire cabinet) <br /> No.of anchors req'd: n= 6.5 total anchors ...=Rt/rcap <br /> Total anchors required: 7 total anchors balanced over cabinet <br /> OK,typical anchor option shown. <br /> Page 3 <br />