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Refer to door drawing installation instructions for bracket spacing. <br /> To avoid splitting wood,drill pilot holes with 3/16"sized drill bit. <br /> Lag screws must conform to ANSI/ASME B 18.2.1: <br /> use 5/16"diameter x 1-5/8"minimum long when mounting directly to 2x4 southern pine jambs, <br /> longer lag screws required when mounting through wood and drywall or directly to spruce-pine-fir; <br /> 1-1/2"minimum Iag screw embedment into southern pine. <br /> 2-1/2"minimum lag screw embedment into spruce-pine-fir. <br /> 1/2"minimum lag screw edge distance required. <br /> Lag screws must be seated in full height frame members. <br /> 1/2" 1/2" <br /> MIN MIN <br /> Y, y <br /> I-1/2"min for southern pine <br /> 2-1/2"min for spruce pine fir 1-1/2"min for'southern pine <br /> 2-1/2"min for spruce pi pine fir <br /> DRYWALL/SHEATHING �, <br /> SHEATHING <br /> MINIMUM 1X4 SPRUCE PINE FIR—'`" DRY WALL/ <br /> TRACK BRACKET MOUNTING <br /> SURFACE MUST BE FULLY ' <br /> TRACK BRACKET MOUNTING �E SUPPORTED BY WALL STUDS <br /> SURFACE MUST BE FULLY <br /> SUPPORTED 5/16'MIN.DIAMETER LAG SCREWS <br /> 5/16"MIN.DIAMETER LAG SCREWS <br /> r <br /> Digitally signed by John E.Scates,P.E. .~" No.51737 s; <br /> Date:2020.09.04 11:4$:24-05'0O' <br /> �r <br /> For door jambs structural southern pine SP,specific gravity 0.55 or better; SCALE <br /> J P ( ) p g y= ODDnone <br /> spruce-pine-fir(SPF),specific gravity=0.42 or better. :.'0 ; STATE O� ppp <br /> Maximum load per jamb=0.5 x(door height)x(door width)x(maximum positive pressure) r�®��. / ® �. �❑ ❑ ❑ 000 Hare <br /> O /�` �:�iflf�tP11, 03-26-202O <br /> Alternative design may be approved by a licensed professional engineer, f/' FS " «• # N <br /> Supporting structural elements shall be designed by a licensed professional engineer John E.Scates,P.E. Ili SIGNAL ��� Track Bracket Attachment Detail <br /> 2560 Kin Arthur,Ste 12454 �18 1111!11 �\ Wood'Jambs <br /> for wind loads in addition to other loads. g <br /> The suitability of the structural building components must be verified by the engineer of Lewisville,TX 75056 -1 <br /> record for the building. Florida P.E.#51737 Professional Engineers seal provided only for C.H.I. Di BJA-1O6R5 <br /> TXPE 56308,F-2203 verification of windload construction details.. Drawing: <br />