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Anchor:TTW Tapcon or Tapcon LDT or Simpson Strong-Tie Wedge-AII. _ TTW Ramset/Redhead Tapcon,1/4"diameter,T'long(minimum)" ITW Ramset/Redhead Large Diameter Tapcon,3/8"diameter;2-3/4"long(minimum') Vt :Simpson Wedge-AIl;3/8"diameter x 2"long(minimum). Use a fastener for every track bracket unless the quantity of fasteners determined;from this chart is more than the quantity, of track brackets specified on.the,door drawing. 1 FASTENER-SPACING Add track brackets as required to satisfy fastener spacing in these charts.'Maximum spacing"shown in chart. 2500 psi concrete Lesser spacing may be used to avoid interference with door hardware and or,fastening system,but not less than 6',`:. Simpson See chart for minimum edge distance required. Concrete walls shall be minimum 2500 psi concrete and shall be.of sufficient strength to resist loads.. stoong- Load per jamb=0.5 x door width x max positive pressure x door height. . ITW TapcOn: Tie. Manufacturer's installation instructions must be followed: Wedge-, Weedg DOOR WIDTH (feet and inches).at a given DESIGN"PRESSURE (PSF) . 1/4" 3/8" All 140sf 17psf ZOpsf 24psf 28ps#32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 1W. 93psf - 24 36 24 24'-3 20'-0 17'-0 14'-2 12'-1 . 16'-7 9'-5 8'-6 T-8 7'4 6'-4 �5'-10: 5'-4 " 4'-11 4'-6 4'-2 n/a n/a 24 36 22 26'-5 21'-9" 18'-6 15'-5 13'-2 ' 11'-7 10=3 9'-3 ""8'-5 7'-8 6'-11 6'-4- 5'!-_ 5'-4" 4'-11 4'-6 4'-3 3'=11 24 36 20 29'-1 24'-0 20'-4 17'-0 14'-6 12'-9 IV-4 10'-2 9'-3 8'-6 7'-8 7'-0 6'-5, 5'-10, 5'-5 5'-0 4'-8 =4 24 36 18 32'-4 26'-8" 22'-8 18'40 16'-2 " 14'-2" 12`-7 11'4 10'-3 9'-5 . 8'-6 7'-9" 7'2 6'-6 .6'-0 5'-7 5'-2 4'-10 24 36 16 36'-3 29'-10 25'-4 21'-2 18'4 " 15'40 14'-1 12'-8 11'-6 " 10'-7 9'-T 8'-; V-0. 7'-4: 6'-9 6'-3 5'-10 5'-5 22 34 15 n/a = 31=8 26'-1122'-5. 19=3. 16'-10 14'-11 13'-5 12'-3 . 11=2 10'-2 9=3 $'-6 " T-9 T-2 ' '6=7 6'-2 5. 9 21 32 14 n/a 33'-8 28'-7 23'-10 20'-5 17'-10 15'-11 14'-3" 13'-0 11'-11" 10'-9 9'-10" 9'-1 8''3 7'-7 7'-0 6'-7 6'-1 19 30 13 n/a 35-11 30-6 25-5 " 2"1=9 19=1 i6-11 15-3 13.-10. 12-8 11-6 . 1.0-6 .9-8 8-10 8-1 . . 7-6 7-0 6-6 " 17 26 11 n/a n/a 35'-3 . 29-4 25'-2 22'=0 19'-7" 17'-7 16'-0 " 14'-8 13'-3: 12'-1: 11'-2. 10'-2, 9'-4 8'-8" 8'-1 7'-6 15 24- 10 n/a n/a n/a 31'-9 27'-3: 23'-10 21'-;2 19'4, : 17'4 15'-11 14'-4, 13'-2. 12'-1:. 11'-0 10'-2 9'-5 8'-9' . 8'-2 13 20 8 n/a n/a n/a n/a 32'=8 28'4- 25'-5 22'4120%10 19"1, 17'-3- 15'-9'" 14'-6 13'-3 12'-2 _114 : 10'-6. 9'-14 10- 16 n/a n/a n/a n/a n/a n/a n/a 31'-9 28'-7 "26'-0 23'40 21'-7 19'-9 18'-2 16'-7' _ 15'-3 14'-1 13'-2 12'-3 9 14 6/a n/a" n/a n/a n/a. : n/a' n/a n =8/a 32' 29=9. 27-3" 24'-8 "22'-6 " 20'-9 18'-11 17'=5 16'-2 15'-0 14'-0 8 12 n/a n/a n/a .'In/a' n/a n/a n/a n/a h/a n/a 31'-9 28'-9 26'-3 . 24%,2 22',4 20'-3 .18'-9 17"6. 16'4 ITW Tapcon Simpson 14ps# 17pSf ,20pS 24pSf 28ps#32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81pSf 87psf 93pSf Strong- Me (feet and1khes)at a given DESIGN PRESSURE (PSF) re 3/8" "3/8's FASTENER"DIAMETER. supporting s"etural elements shall be designed by a registered professional engineer for wind loads in addition to other loads: 1.75" 15" 2.68" EMBEDMENT"LENGTH' r 11*s�litl Ji!((fj 1 This'drawing does not address the wall design,but only door n n nE, attachment,wall construction is shown only for illustration_ 2.5 3_ 4 EDGE DISTANCE \\\ ,r�1 -,.. �'`(;."I/� purposes. The building designer is responsible for ensuring that 0�,r KGB NCR��11? z the.wall is sufficient to Barry the door live and static loads:This " �. ••�' • . drawing does net addressthe_s spring pad connections.Registered 508#" 764#" 340#E- FASTENER LOAD CAPACITY p g " ' " N0.8�737 'professional engineer may approved an altemaiive design. �. s. OCll� seal l none John E.Scales,P.E. �t` : 1 (n. W ".ED M - 2560 King Arthur,Ste 124-54 r�0"; STATE OF s .'; L"JD D" D"EM17 DATE " Lewisville,Tx 75056 r'p�� " •. 2-18-2015 Florida-P.E.#51737. Concrete.Wall Digitally signed by JohnE.ScatesP:E. TXPE56308;'F-2203 Attachment.Detail. Date:M 8.02.07 i 5:10:42-06'00' I' J Professional Engineer's seal•provided only for verification of windtoad consfruc6on.detaits. C.H.Z:.Drawing: BJA-105 Rev.-06