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1/4"Tapcon+(PLUS)Minimum Embedment 2.0",Minimum Edge Distance 1.63",Minimum spacing 3" <br /> 1/4"Hilti KwikBolt3 Minimum Embedment 2.0",Minimum Edge Distance 2.63".Minimum spacing 6", <br /> Hilti KwikBolt3 not applicable when minimum track bracket spacing is less than 6".If expansion anchors are required,see wall buck mounting instruction'BJA-101. <br /> Each anchor requires a minimum 9/16"O.D.washer that conforms to ANSI B 18.22.1 type A <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 /> Concrete walls shall be minimum 2500 psi concrete and of sufficient strength to resist loads. <br /> MINIMUM EDGE DISTANCE MINIMUM EDGE DISTANCE <br /> MINIMUM EMBEDMENT MINIMUM EMBEDMENT <br /> MINIMUM 1X4 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 /> `��\'O�►�.`�Na; �'��i Supporting structural elements shall be designed by a registered <br /> % / professional engineer for wind loads in addition to other loads. <br /> \' <br /> 51737 �' / This drawing does not address the jamb/wall design,but only door <br /> attachment.Jamb/wall construction is shown only for illustration <br /> NO, <br /> purposes.The building designer is responsible for ensuring that <br /> �r *Digitally signed by John E.Scares,P.E. the jamb/wall is sufficient to carry the door live and static loads. <br /> * ; SCALE <br /> Date:2020.09.0411:48:41 -05'00' %'� : . STA��� ;Aug V.� 000 none <br /> I�,�. OR,_���• DATE <br /> �.. <br /> oncrete Wall <br /> John E.Scares P'E /,O,�ss'•- Fi�O�; 13MA0 <br /> ��� 03-26-2020 <br /> 2560KingArthur,Ste1i4-54 �111/%l�N11%%%\�. 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.I. Drawing: BJA-105R7 <br />