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�O1-18 Icon Identity Solutions Sht.5 of 5 <br /> AllowableASD Shear Load: (lbs.) AllwShrAnc:= 1685 <br /> .6 ).ShrSpc <br /> AllwShrAnc=768.781 <br /> l 1 <br /> Unity Check-Kwik Bolt TZ Anchors <br /> ShrMntBlt TenMntBlt <br /> UCKBTZAnc:_ + UCKBTZAnc=0.152 < 1.00 OK <br /> AllwTenAnc AllwTenAnc <br /> Note: Use 3/8"diameter stainless steel Kwik Bolt TZ expansion anchor <br /> with 2"of embedment in concrete. <br /> Design of SleeveAnchors for the Channel Letters <br /> Based on allowable load data from Table 6 in 3.3.14. <br /> Anchor Diameter: 3/8" <br /> Embedment Depth: 1-1/4" <br /> Minimum Edge Distance: 12" <br /> Allowable Tension Load: (lbs.) AllwTenAnc:= 575 <br /> Allowable Shear Load: (lbs.) AllwShrAnc := 960 <br /> Unity Check-Hilti SleeveAnchor: <br /> TenMntBlt ShrMntBlt <br /> UCSleeveAnc:_ + UCSleeveAnc=0.21 < 1.00 OK <br /> AllwTenAnc AllwShrAnc <br /> Note: Use 3/8"diameter stainless steel sleeve anchor embedded 1-1/4"embedment in brick. <br />