Laserfiche WebLink
Self tapping screws (with steel) track Screw:1/4"dia x 3/4"self tapping screw;must conform to ANSI/ASME B18.2.1. 100" x I"fillet welds <br /> USE 9/16" X6'steel Jambs;allowable load per screw=4441bs. Welds performed by a Certified Welder or inspected by a <br /> MINIMUM bracket or Allowable load per screw;12 gauge=209 Ibs,14 gauge=143 lbs,and 16 gauge=110 lbs. Certified Welding Inspector to verify integrity of welds. <br /> reverse DIAMETER 12 gauge or/6"steel Jambs;allowable load per weld=1,272 lbs. <br /> WASHER IF continuous Optional Washer:9/16"O.D.minimum;must conform to ANSI B18.22.1 type A. Use all necessary precautions when welding galvanized steel. <br /> angle Washer not required if fastener head has minimum 9/16"outside diameter. <br /> SCREW HEAD angle Welds to be evenly spaced between header and floor. <br /> IS LESS THAN Lowest fastener to be within 10-inches of the floor Lowest weld to be within 10-inches of the floor <br /> 9/16"DIAMETER Maximum spacing shown in chart. Lesser spacing may be used to avoid interference Minimum of 3 welds per jamb required. <br /> with door component system. <br /> Add holes to continuous angle as required to satisfy fastener spacing in these charts. Fillet welds to have a straight or convex face surface. <br /> These charts do not address spring pad connections to the building. Tack weld toe angle same spacing to prevent rotation of track angle. <br /> Load per jamb=0.5 x door width x max positive pressure x door height Cracks and blemishes shall <br /> ll ensure <br /> ground a smooth <br /> ATTACHMENT SPACING(Inches) contour and-checked to ensure soundness. <br /> s. <br /> SCREWS SCREWS SCREWS WELDS SCREWS WELDS These charts do not address spring pad connections to the building. <br /> 16 ga 14 ga 12 ga 12 ga 3/16" 3/i6" DOOR WIDTH(feet and Inches)at a given DESIGN PRESSURE(PSF) Load per jamb=0.5 x door width x max positive pressure x door height <br /> jamb jamb jamb jamb jamb jamb 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf <br /> 24 31 36 36 36 36 7'-10 6'-5 5'-6 4'-7 3'-11 3'-5 V-0 n/a n/a n/a n/a track bracket or <br /> 20 26 36 36 36 36 9'-5 7'-9 6'-7 5'-6 V-8 4'-1 3'-8 n/a n/a n/a n/a continuous an le <br /> 18 24 36 36 36 36 9'-11 8'-2 V-11 5'-9 4'-11 4'-4 3'-10 n/a n/a n/a n/a g reverse angle <br /> 16 20 30 36 36 36 11'-9 9'-8 8'-3 V-10 5'-10 5'-1 4'-7 4'-1 n/a n/a n/a <br /> 14 18 26 36 36 36 13'-5 11'-1 9'-5 7'-30 6'-8 5'-10 5'-2 4'-8 4'-3 V-11 n/a <br /> 12 16 24 36 36 36 14'-1112'-3 10'-5 8'-8 7'-5 6'-6 5'-9 5'-2 4'-9 4'-4 3'-11 <br /> 12 15 22 36 36 36 15'-8 12'-1111'-0 9'-2 7'-10 V-30 6'-1 5'-6 5'-0 4'-7 4'-1 <br /> 9 12 17 36 36 36 2V-5 16'-9 14'-3 11'-11 10'-2 V-11 7'-11 7'-1 V-6 5'-11 5'-4 4'-Si 4'-6 4'-1 n/a n/a n/a n/a .too"x 1"long fillet weld <br /> (E60XX Electrodes Min). <br /> 8 10 16 36 34 36 22'-4 18'-5 15'-8 13'-0 11'-2 9'-9 8'-8 V-10 7'-1 V-6 V-10 5'-4 4'-11 4'-6 4'-2 n/a n/a n/a Weld to be located vertically on <br /> 7 10 14 36 31 36 24-6 20'-2 17'-1 14'-3 12'-3 10'-8 9'-6 8'-6 7'-9 7'-1 6'-5 5'-11 5'-5 4'-11 4'-6 4'-2 3'-11 n/a angle at spacing specified in chart <br /> and tack weld toe of angle or <br /> 6 8 12 36 25 36 29'-10 24'-7 20'-1017'-5 14'-11 13'-0 11'-7 10'-5 9'-6 8'-8 V-10 7'-2 6'-7 6'-0 5'-6 5'-1 4'-9 4'-5 track bracket at same spacing. <br /> 6 7 11 36 24 36 31'-5 25'-30 22'-0 18'-4 15'-8 13'-9 12'-2 11'-0 10'-0 9'-2 8'-3 7'-7 6'-11 6'-4 5'-10 5'-5 5'-0 4'-8 <br /> n/a 6 8 36 18 36 40'-10 33'-7 28'-7 23'-1 20'-5 17'-1015'-1 14'-3 13'-0 11'-1110'-9 9'-30 9'-0 8'-3 7'-7 7'-0 6'-6 V-1 <br /> n/a 5 7 36 16 36 n/a 39'-2 33'-3 27'-9 23'-9 20'-9 18'-6 16'-7 15'-1 13'-1 12'-6 11'-5 10'-6 9'-7 8'-10 8'-2 7'-7 7'-1 <br /> n/a n/a 6 36 12 36 n/a n/a 41'-9 34'-1 29'-30 26'-1 23'-2 20'-10 19'-0 17'-5 15'-9 14'-4 13'-3 12'-1 11'-1 10'-3 9'-7 8'-11 <br /> n/a n/a 5 32 11 32 n/a n/a n/a 39'-9 34'-0 29'-9 26'-6 23'-10 21'-8 19'-1 18'-0 16'-5 15'-1 13'-9 12'-8 11'-9 10'-1110'-3 <br /> n/a n/a n/a 30 10 30 n/a n/a n/a n/a 36'-4 31'-9 28'-3 25'-5 23'-1 21'-2 19'-2 17'-6 16'-1 14'-8 13'-6 12'-6 11'-8 30'-11 <br /> n/a n/a n/a 26 9 26 n/a n/a n/a n/a n/a 36'-8 32'-7 29'-4 26'-8 24'-5 22'-1 20'-2 18'-7 17'-0 15'-7 14'-5 13'-5 12'-7 <br /> n/a n/a n/a 24 8 24 n/a n/a n/a n/a n/a n/a 35'-4 31'-9 28'-10 26'-6 24'-0 21'-1120'-2 18'-5 16'4115'-8 14'-7 13'-8 <br /> n/a n/a n/a 16 5 16 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 32'-10 30'-3 27'-7 25'-5 23'-6 21'-1120'-6 <br /> n/a n/a n/a 14 n/a 14 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 31'-7 29'-0 26'-21 25'-0 23'-5 <br /> n/a n/a n/a 12 n/a 12 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 31'-4 29'-2 27'-4 <br /> SCREWS SCREWS SCREWS WELDS SCREWS WELDS 14psf 17 f 20psf,24 sf 28psf 32psf 36psf 40psf 44 sf 48psf 53 sf 58 sf 63psf 69psf 7Spsf 81psf 87psf 93 sf <br /> 16 a 14 a 12 a 12 a 3 16" 3/16" DOOR WIDTH feet and inches at a given DESIGN PRESSURE(PSF Alternative ve design maybe approved by a <br /> g g g g / ( ) � 1 1 licensed professional engineer. <br /> amb I Jamb I Jamb I jamb I jamb jamb <br /> Supporting structural elements shall be <br /> ATTACHMENT SPACING(inches) designed by a licensed professional engineer <br /> 110f1 1 1431! 1 2099 1 1272t1 1 44411 1 1272N r , for wind loads in addition to other loads. <br /> LOAD PER FASTENER(pounds) \��� //� This drawing does not address the jamblwall <br /> ```�� E• s� /�' design,but only door attachment.Jambfwall <br /> construction is shown only for illustration <br /> \\ 'Q°d�Gg NaF�•(� /�� purposes.The building designer is responsible <br /> for ensuring that the jamblwaO is sufficient to <br /> ° carry the door live and static loads. <br /> No.51?37 TOME313 <br /> �� SCALE none <br /> $FATE i 0DATE <br /> John E.Scates,P.E. p•• j H n �o�� 2-18-2015 <br /> 2560 King Arthur,Ste 12454 %0 •• ��R�pV. O? . <br /> TXPE 56 O8,FF Lewisville,TX 75056 <br /> 11737 Datea201 02 0 lly signed7y Jo 13-Scates P.E. <br /> E Z/j;&/ON'; � Steel Attachment Detail <br /> Professional Engineer's seal provided onlyfor verification of windload construction details. C.H.I. Drawing: BJA-103 ReV.-07 <br />