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Self tapping screws <br /> (with steel) <br /> Reverse Angle Only <br /> Screw:1/4"dia x 3/4"self tapping screw;must conform to ANSI/ASME B 18.2.1. <br /> Washer:9/16"O.D.minimum;must conform to ANSI B 18.22.1 type A. <br /> Lowest fastener to be within 10-inches of the floor <br /> For 3/16 jambs,locate screws as shown on door drawing. <br /> For 12ga jambs,use(2)screws at each location shown on door drawing. <br /> Add holes to continuous angle as required to satisfy fastener quantity. <br /> This document does not address spring pad connections to the building. <br /> .100"x 1"fillet welds <br /> -Reverse Angle <br /> Welds performed by a Certified Welder or inspected by a <br /> Certified Welding Inspector to verify integrity of welds. <br /> (E 60XX Electrodes Min 0"x 1"long fillet weld 12 gauge or%c"steel lambs;allowable load per weld=1,272 lbs. <br /> Use all necessary precautions when welding galvanized steel. <br /> Weld to be located vertically on heel off <br /> angle and toe of angle at same locations Locate welds in same location as jamb brackets on door drawing. <br /> as jamb brackets on door drawing. <br /> Minimum of 3 welds per jamb allowed. <br /> Fillet welds to have a straight or convex face surface. <br /> Tack weld toe of angle at same spacing to prevent rotation of track angle. <br /> Cracks and blemishes shall be ground to a smooth <br /> contour and checked to ensure soundness. <br /> .100"x 1"long fillet weld Bracket Mount or This document does not address spring pad connections to the building. <br /> (E60XX Electrodes Min). Leg Out Angle <br /> Weld to be located vertically on heel of <br /> angle and toe-of angle at same locations <br /> as jamb brackets on door drawing. <br /> r <br /> Alternative design may be approved by a registered <br /> `��`aa �•-sC4'. 1/Z professional engineer. <br /> O` ��� Supporting structural elements shall be designed by a registered <br /> �op professional engineer for wind loads in addition to other loads. <br /> • <br /> No.51737 r_ This drawing does not address the jamb/wall design,but only door <br /> • �� s attachment.lamb/wall construction is shown only for illustration <br /> purposes.The building designer is responsible for ensuring that <br /> = *• f * the jambhvall is sufficient to carry the door live and static loads. <br /> Digitally signed byAJohn E.Scates,P.E. �'� �� STATE��' •4� M •Opp SCALE none <br /> Date:2020.09.0411`.49:08-05-00' �0,�►�� .�R��P,:�'S♦` ❑ ❑ ❑1__1r DATE <br /> • O ♦ 3-26-2020 <br /> John E.2560 King Arthure Ste 124 54 ,,' & ®NA;�?�``♦ <br /> Steel Attachment Detail <br /> Lewisville,TX 15056 <br /> 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-103R8 <br />