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3/8"DeWALT Screw-Bolt+Minimum Embedment 3.25",Minimum Edge Distance 1.5",Minimum spacing 3" <br /> 3/8"Hilti KwikBolt3 Minimum Embedment 2.5",Minimum Edge Distance 4".Minimum spacing 8", <br /> Hiifi KwikBolt3 not applicable when minimum track bracket spacing is less than 8".If expansion anchors are required,see wall buck mounting instruction BJA-101. <br /> Locate anchors as shown on door drawing. <br /> Lowest anchor to be greater than the minimum edge distance up from the floor and less than 10-inches from the floor. <br /> Load per jamb=0.5 x door width.x max positive pressure x door height <br /> This document does not address spring pad connections to the building. <br /> 8"CMU block walls shall comply with ASTM C-90 and shall be filled with minimum 2000 psi grout or concrete. <br /> Move track brackets up or down up to 1-1/2"to avoid installing anchors into grout Iines <br /> — MINIMUM EDGE DISTANCE MINIMUM EDGE DISTANCE <br /> /. V <br /> /*) <br /> `t ) <br /> MINIMUM EMBEDMENT MINIMUM EMBEDMENT <br /> MINIMUM Ix4 SPRUCE PINE FIR <br /> TRACK BRACKET MOUNTING SURFACE <br /> MUST BE FULLY SUPPORTED <br /> r <br /> Alternative design may be approved by a registered <br /> professional engineer. <br /> ���� <br /> \\���� .••�� dfV Supporting structural elements shall be designed by a registered <br /> �\ 'Q ee��c1Er111a�Q,��m� /� professional engineer for wind loads in addition to other loads. <br /> • eM This drawing does not address the jamblwall design,but only door <br /> s attachment.Jamb/wall construction is shown only for illustration <br /> No.51757 <br /> purposes.The building designer is responsible for ensuring that <br /> the jambAvall is sufficient to carry the door live and static loads. <br /> SCALE <br /> STATE ;. •• (�� O�0 none <br /> Digitally signed by'John E.Scates,P.E. .� , e�j�C". i�; I „ 1:30 <br /> �► V �J�1 DATE <br /> Date:2020.09.0411.48:53-05'00' Off;• .e��?`, �0� 03-26-2020 <br /> John E.Scales,P.E. /!'f &)®gip`V:§ CMU Block Wall <br /> 2560 King Arthur,Ste 124-54 �4/111510 Attachment Detail <br /> Lewisville,TX 75056 _J <br /> Florida P.E.#51737 Professional Engineer's seal provided only for <br /> TXPE 56308,F-2203 verification of windload construction details. C.H.l. Drawing: BJA-104R8 <br />