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Place as many track brackets as necessary at an on-cen a (O.C)spacing no greater than 1R" <br /> the distance shown on chart for appropriate pressurean d wid h combination. M1N <br /> Refer to door drawing installation instructions for floor t first bracket spacing. <br /> Field drilling of bracket attachment holes into the track will be required. <br /> Lag screw:5/16"diameter x 1-5/8"minimum long; <br /> must conform to ANSI/ASME B18.2.1 <br /> Lag screws must be seated in full height frame membe�j <br /> 1-1/2"minimum lag screw embedment into structural od. <br /> 1/2"minimum lag screw edge distance required. DRY WALL/SHEATHING <br /> I � <br /> TRACK BRACKET MOUNTING <br /> SURFACE MUST BE FULLY u <br /> I SUPPORTED BY WALL STUDS <br /> 5/16"X 1-5/8"LAG SCREWS <br /> i <br /> t <br /> I <br /> r <br /> �► ; �. Digitally signed by John E.Scates P.E. <br /> ,•' No.5173p :•, Date:2018.02.0715:10. -06'00' <br /> For door jambs Spruce Pine Fir(SPF),specific gravity=;0.42 or better; 'k; i�;:: SCALE <br /> max load per anchor=67%of 439 pounds. PLO ;, STATE OF .•,itit� ���U— none <br /> Maximum load per jamb=0.5 x(door height)x(door dth) (maximum positive pressure) �0 p. •��L TOW013 M[:]o DATE <br /> / �``••!�ORto.•' 0 4-20-2017 <br /> Alternative design may be approved by a licensed pro s tonal engineer. '�! �s , ®�1` <br /> Supporting structural elements shall be designed by a I c nsed professional engineer Jahn E.Scates,P.E.for wind loads in addition to other loads. 2560 King Arthur,Ste 124-54 /jf��/a�1�N�1,�1111I1����`X1� Track Bracket Attachment Detail <br /> � <br /> The suitability of the structural building components u t be rifted by thA engineer,of Lewisville,TX 75056 J Spruce Pine Fir SP Jambs <br /> record for the building. f FloridaT.E.#51737 Professional Engineer's seal provided only for <br /> TXPE 56308,F-2203 verification of windload construction details. C•H.l.Drawing: BJA-106 Rev.-04 <br /> I <br />