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Self tapping screws (with steel) Screw:1/4"dia x 3/4"self tapping screw;must conform to ANSI/ASME B18.2.1. .100''x 1""fillet welds USE 9/16" track %6 steel Jambs;allowable load per screw--4 A lbs. Welds performed by a Certified Welder or inspected by a MINIMUM bracket or Allowable load r screw;12 gauge=209 lbs.14 gauge=.143 lbs,and'16 gauge=110 lbs. Certified Welding Inspector to verify integrity of welds. reverse DIAMETER ' g g g g g g 12 gauge or%6"steel Jambs;allowable load per weld=1,272 lbs. angle 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. SCREW HEAD angle Washer not required if fastener head has minimum 9/16"outside diameter. IS LESS THAN Lowest fastener to be within 10-inches of the floor Welds to be evenly spaced between header and floor. 9/16"DIAMETER Maximum spacing shown in chart. Lesser spacing may be used to avoid interference Lowed weld to be within I0-inches of the floor with door component system. Minimum of 3 welds per jamb required. Add holes to continuous angle as required to satisfy fastener spacing in these charts. Fillet welds to have a straight or convex face surface. These charts do not address spring pad connections to the building. Tack weld toe of angle at same spacing to prevent rotation of track angle. Load per jamb=0.5 x door width x max positive pressure,x door height Cracks and blemishes shall be ground to a smooth ATTACHMENT SPACING(inches) contour and checked to ensure soundness. SCREWS .SCREWS SCREWS WELDS SCREWS WELDS These charts do not address spring pad connections to the building. 16 ga 14 ga 12 ga 12 ga .3/16" '3/16" 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 jamb jamb jamb jamb jamb jamb 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 440sf I 48psf 53pef, 24 31 36 36 36 36 7'-10 6'-5 5'-6 4'-7- - 3'-11 3'-5 3'-0 n/a n/a n/a n/a. track bracket or 20 26 36 36 36 36 9'-5 7'-9. 6'-7 5'-6 4'-8 4'-1 X-8 n/a n/a- n/a n/a 18 24 36 36 36 36 9'-11 8'-2 6'-11 S'-9 4'-11' 4'-4' 3'-10 n/a n/a n/a n/a, continuous E angle reverse angle 16 20 30 36 36 36 11'-9 9%8 8'-3 6'-10 5'-10 5'-1 4'-7 4'=1 n/a n/a . n/a . 14 i8 .26 36 36 36 13'-5 11'-1 9'-5 7'-10 6'-8 5'-10 5'-2 4'-8 4'-3 3'-11. n/a. 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 12 15 22 36 36 36 15'-8 12'-1111'-0 9'-2' 7'-10 6'-10, 6'-1- S'-6 5'-0 4'-7 4'-1 9 12 17 36 36 36 20'-5 16'-9 14'-3 11'-11 10'-2' 8'-11 7'-11. 7'-1 6'-6 S'-11 5'-4 4'=11 4'-6• 4'-1 n/a n/a n/a n/a ( 0"x 1"long fillet weld 60XX Electrodes Min). 8 10 16 36 34 36 22'-4 18'-5 15'-8.13'-0' 11'-1 9'-9 8'-8' 7'-10 7'-1" 6'-6 5'40 5'-4 4'-11' 4'-6 4'-2 n/a n/a n/a Weld to be located vertically on 7 10 14 36 31 36 24'-6 20'-2 17'-1 14'73 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 and tack weld toe of angle 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 7'-10 7'-2 6'-7 6'-0 5'-6 .5'-1 4'-9 4-5 track bracket at same spacing. 6 7 11 36 24 36 31'-5 2S'-10 22'-0.18'-4 IS'-'8- 13'-9. 12'-2 11'-0 10%0'9%2 8'-3 .7'=7 6'-11 6'-4 5'-10 S'-5 S'-0 4'-8 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'-10 9'-0" 8'-3 7'-7 7'-0 6'-6 . 6'-1 r 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'-1012'-6'11'-5 10'-6 9'-7 8'-10 8'-2' 1'-7 7'-1 n/a n/a 6 36 12 36 n/a n/a 41'-9 34'-10 29'40 26'-1 23'-2: 20'-1019'-0. 17'-5 15'-9 1:4'-4 13'-3 12'-1 11'-1 10'-3 9'-7 . 8'-11 n/a n/a 5 32 11 32 n/a n/a n/a 39'-9 34'-0 29'79. 26'-6 23'-10 21'-8 19'-10 18'-0."16'-5 15'-1- 13'=9 12'-8 11'-9 10'-1110'-3. 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' 23'4. 21'-2 19'-2 17'-6 16'-1:14'-8 13'-6 12'-6 11'-8 10'-11 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'-S 12'-7 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'-30 26'-6 24'-0 21'-1120'-2.18'-5.16'=1115'=8 14'-7. 13'-8 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 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'-112S'-0 23'-5 n/a n/a n/a 12 n/a 12 n/a n/a n/a -.n/a I n/a I n/a I n/a n/a n/a n/a I n/a I n/a n/a n/a n/a 31'-4' 29'-2 27'-4. scRtws scREws scREws WELDS "sctttws WELDS 14psf 17psf 20psf' 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf S8psf 63psf 69psf .75psf 81psf 87psf 93psf :16 g® 14 ga. 12 ga '12-ga 3/16" 3/16" DOOR WIDTH(feet and:inches)at a giveri DESIGN PRESSURE:(PSF) Altemative design maybe approved by a licensed professional engineer. iamb iamb iamb jamb jamb jamb Supporting structural elements shall be ATTACHMENT SPACING(inches) designed by a licensed professional engineer 110ft 1430 209f1" 1272t1 444ft 1272p r' for wind loads in addition to other loads. LOAD PER FASTENER(pounds) This drawing does not address the jamb/wall �� C,• /® design,but only door attachment Jamb/wall. \\\ --cause-1 construction is shown only for illustration -cause-\i .V0 purposes.The building designer is responsible for ensuring that the jamhtwall is sufficient to e N® 51737 ,`' �' carry the door live and static loads: . oc0 t k® SCALE none nn ;, I j John E.Scates,P.E. ^A; STATE•OF j�ll` p pp 0[::] .RAT 2560 King Arthur,Ste 124-54' O��, �i?W` o E R E A o o"o a s 2-1g-2015 Lewisville;TX 75056 ///��:�• OR1o.•'Q\\\\" Florida P.E.#51737 Digitally signed by John E.Scates RE /`q3/OVAL . Steel Attachment Detail TXPE 56308,F-2203 Date:2018.02.07'15:11:13-06'00' L //�1"11 1111�� Professional Engineer's seal provided onl for verification.of witidloa I construction details. C.H.L.Drawing: B'JA-103 Rev.-07 .