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Place as many track brackets as necessary at an on-center(O.C.)spacing no greater than 1t2" <br /> the distance shown on chart for appropriate pressure and width combination. MIN <br /> Refer to door drawing installation instructions for floor to 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 ANSVASME B 18.2.1 <br /> Lag screws must be seated in full height frame members. <br /> 1-1/2"minimum lag screw embedment into structural wood. <br /> 1/2"minimum lag screw edge distance required. DRY WALL/SHEATHING <br /> TRACK BRACKET MOUNTING <br /> SURFACE MUST BE FULLY i� <br /> SUPPORTED BY WALL STUDS <br /> 5/16"X 1-5/8"LAG SCREWS <br /> r <br /> �\\�10�;?�c aCF �'�//ice <br /> i Digitally signed by John E.Scates P.E. <br /> N0.51737 Date:2018.02.07 15:1'0:29-06'00' <br /> B <br /> For door jambs Spruce Pine Fir(SPF),specific gravity=0.42 or better; * : * i ��0 SCALE <br /> max load per anchor=67%of 439 pounds. i'O ; STATE /��+ none <br /> Maximum load per jamb=0.5 x(door height)x(door width)x(maximum positive pressure) j�0�`. Q►.'�� 11313 0O0 DATE 4-20-2017 <br /> i * •.PCOR%Q.• o 0 <br /> Alternative design may be approved by a licensed professional engineer. FS ` ��\ <br /> John E.Scates,P.E. / as <br /> Supporting structural elements shall be designed by a licensed professional engineer /// /ANAL ��� Track Bracket Attachment Detail <br /> for wind loads in addition to other loads. 2560 King Arthur,Ste 124-54 ///� \\� <br /> Lewisville,TX 75056 \ Spruce Pine Fir(SPF)Jambs <br /> The suitability of the structural building components must be verified by the engineer of J <br /> record for the building. Florida P.E.#51737 Professional Engineer's seal provided only for C.H.I. Drawing: BJA-106 I�eV.-04 <br /> TXPE 56308,F-2203 verification of windload construction details. <br />