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i Self tapping screws (with steel). rack Screw:1�4 dia x VV self tapping screw;must conform to ANSWASME BI8.2.1. .100"x 1"fillet Welds USE 9/16" %k"sted.ldmbs;allowable load per screw--444 lbs. Welds performed by a Certified Welder or inspected by a MR QVIUM racket Or', Allowable load per screw;12 gauge=209 lbs,14 gauge=143 lbs,and 16 gauge=110lbs. Certified Wedding Inspector to verify integrity of welds. reverse DIANMTER l 12 gauge or Yie steel Jambs,allowable toad per weld=1,272 lbs. Continuous Optional Washer:9/16"O.D.minimum,must conform to ANSI B18.22.1 type A. angle WASHER IF 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 g Lowest fastener to be within 10-inches of the floor Welds to el evenly spaced between header and floor. 9/16"DIAMETER Maximum spacing shown in chart. Lesser spacing may be used to avoid interference Lowest weld to welds jamb r hes re rho 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 saute spacing to prevent rotation of track angle. Load per jamb=0.5 x door width x max positive pressure x door height Cracks and,blemisbes shall be ground to a smooth ATTACHMENT SPACING(inches) contour and checked to ensure soundness;. stasEws scaews -SCREWS veins straws WELDS i These charts do not address spring pad connections to the building. 16 ga .14 ga 12 ga 12 ga 3/16" 3/16" DOORWIDTH(feet and inches)at a given DESIGN PRESSURE(PSF) Load per jamb=0.5 x Boar width x max positive pressure x door height Jamb Jamb jamb Jamb jamb jamb 14psf *psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 24 31 36 36 36 36 7'-10 6'-5 S*-6 4*-7 3*-11 T-5 T-0 n/a n/a n/a n/a Eck bracket or 20.,. . 26 36 36 36 36, 9'-5 7-9 6'-7 5'-6 4'-8 4'-1 T-8 n/a n/a n/a n/a 18 24 36 36 , 36. 36 . 9'-11 8�-2 6'-11 5'-9 4'-11 4'-4 " T-10 n/a n/a n/a n/a continuous angle reverse angle 16 20 30 36 36 36 11'-9 9'-8 8'-3 6'-10 5'-10 T-1 4'-7 4'-1 n/a n/a n/a 14 18 26' 36 36 36 13'-5 11'-i 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'=111.'-3 10'-5 8'-8 T-5 6'-6 5'-9 T-2 4'-9 4'-4 T-11 12 15 22 36 36 1 36 15'-8 12'-1111'-0 T-2. Tr10 6'=10, 6'-1 .5*-6 S'.-0 4'-7 4'71 9 12 17 36 36 96. 20'=5.: 1 '-9 14'-3 11'41110'-2'8'41-7'-11 T-1 6'-6 S%11, S'-4' '4'-11 44 4'-1 n/a n/a ,n/a n/a .100"x I"long fillet weld (E60XR.Electrodes Min). 8 10 16 36 34 36 22'-4 1 '-3 8 13'-01 11'-2' 9*-9 8'-8 7'-10 ?=1 V-6 5'-10 S'-4 W-11 4'-6 4'-2 •n/a n/a n/a weld to be located vertically on . 7 10 14 36 31 36'1 24'-6`2 '-2 7'-1 14'-3i 12'-3' 10'-8 9'-6 $'-6 7'-9 7'-1 6'-5 5'-11 5'-5 4'-11'4'-6 4'-2 T-11 n/a angle atspacingspecifieMmchart and tack weld toe of angle or 6 8 12 36 25 36 29'.-10 2 '-7_20'-1017'-5., 14'-1113'-0. 11'-7: 10'-5 9'-6 8'-8 7'-10 7'-2 6'-7 6'-0 ,Y-6 T-1 4'-9 4'-5 tmek bracket at sate spacing. 6 7 11 36 24 , 36 31'-5In '-10 2'-0 18'-4' 15'-$ 19%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 n/a 6 8 36 18 i 36 40'-10 -7; 8'-7: �3'=1 24'-S:'-1015'-1 14'-3 13'-0 11'-1110'-9 9'-10 9'-0 8'=3 7'-7 T=0 6'-6 6'-1 nja 5 - 7 36 16 ' 36 nja '-2 3-�3' 7'-9 23'-9` !26'-9' 18%6 16'-7 W4 13'-1 12'-6;IV-5 10'-6 9'-T 8=10 8=2 7`-7 7'-1 I . r t n/a . n/a 6 36 12 ? 36 n/a a 1'-9. 4'=1 29'-10 2�-1� 23.2, 20-1019-0� 17.-5. 15.9 14-4 13-3 12-1, it-1 10-3:. 9-7 8-11 n/a. n/a 5 32 11 32 n/a a 139'-91.34'-0: 29'-9 26'-6 23'-10 21'-8 19'-i 18'-0 16'-5 ib'-1 13'-9 12'-8 11-9 10'-1110'-3 nja nja nja 30 20 30. nJa a ja_ nja 36-4 31'-9 28*-3 25'-5'23=1 21'-2 19'-2 17'-6 i6'-1 14'-8 13'-6 12'-fi: 11'-8 10'-12 n/a n/a n/a 26 9 26 n/a 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. 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'-1 20'-2 18'-5 i6-1115'-8 14*-7 IX-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 2T-7 25'-5 23'-6 211-1120'-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 ri/a n/a n/a n/a P'-7 29'-0 26'-1125'-0 23'-5 n/a:• .n/a ...n/a sz n/a 12 n/a n►a n/a nJa n/a n/a n/a n/a n/a n/a nja n/a nja a n/a 317-4 29'-2 2T-4 SCREWS ..scatws screws wetns screws veins 14psf 17psf 20 f 24 sf 28 sf 32 sf 36 sf 40psf 44 48 sf S3 sf 58 sf 63 sf 69 f 75psf 81 f' 87 sf 93 sf 16 ga• 14 ga '12 ga 12 ga 3/16" 3/16" DOOR ( )IDTH(feet and inches)at a given DESIGN PRESSURE PSF Alternative design maybe approved by a licensed pr afesslonat engineer. jamb, Jamb, .-jamb jamb "jambJamb' Supporting structural elements shall be ATTACHMENT SPACING nehes designed a licensed professional engineer 110A' . 143p: .209q 1272t1: .444# 1272ti r for wind loads In addition to other loads. LOAD PER FASTENER(pounds) \��lll� �l/j/� This drawing does not address the jamb/wae \\\� V. 8Ct,� design but only doer attachment Jamb/wall construction is shown only for rllrtstration `� 'Q••y1G1Ef�a •+� �j purposes.The buildinidesigner is responsible for ensuring that the jamb/won is sunicient to „ carry the door five and'static loads. • No.M737 .. • T • `� Q -OCOD sc� a* none ! %-o STATE OF ; &Mw o a OCOO John E.Scares,P.E. .+� . �+ 2-1$-2015 2560 King Arthur,Ste 124-54 •i�0`. �►:• ? Lewisville,TX75056 .1 1 Di6itll�signed by John E. /`.e �`�LOittO•• TxPE 56 o8#F zzp3 Datea2418 02.071.5:11 13-06'OQFlorida P.E. 51737s P.E. ///��SS Steel Attachment Detail Pro essional Engineer's seat provided onlyfor erification of windload construction details. C.H.I.Drawing: BJA-103 Rev:-Q7