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1 Ancha M apcoit r Ta con LDT or Simpson Strong-Tie Wedge-All. i YTW a setj edirea Tap on;t/4"bi eter,2"tong(minimum) ITW set/ edhea Larg D,iame>ed Tapcon,3/8"diameter,2-3/4"long(minimum) Simp Wed a-All;3/8"diameter x 2"tong(minimum).. i Use a tener or every track bracket unless the quantity of fasteners determined from this chart is more than the quantity of t tt k brackets specified on the door drawing. I �' FASTENER SPACING Add tr icrbrackets 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 orfastening system,but not less than 6". Simpson See ch for minimum edge distance required. Conc tq walls shall be minimum 2500 psi concrete and shall be of sufficient strength to resist loads. Strong- Load F cA jamb=0.5 x door width x max positive pressure x door height. ITW Tapcon Tie I Manuf acturei s installation instructions must be followed. Wedge- DOOR WIDTH( eet and inches)at a given DESIGN PRESSURE(PSF) 1/4" 3/8" All 14psf 17psf 20psf 24psf 28psf 32psf-36ps#'40psf 44psf 48psf 53p9f`58psf 63psf 69psf 75psf 81psf 87psf 93psf , t , 24 36 24 24'-3 20'-0 �17!LL -0 14'-2 12!-1 10'-7 9,-5 8'-6 7,-8 7!-1 6»4 5t-10 5,-4 4-11 4!-6 4»2 n/a n/a 24 36 22 26'-5 21'-9 S'-6 ' 15'-5 13'-2 11-7 10'-3 9'-3 8'-5 7'-8 6'-11 6'-4 5'-10 5'-4 4'-11 4'-6 4'-3 3'-11 24 36 20 29'-1 24'-0 0'-4 17'-0 14'-6 12'-9 11'-4 10'-2 9'-3 8'-6 7'-8 7'-0 6'-5 5'-10 5'-S 5'-0 4'-8 4'-4 24 36 18 32'4 26'-8 1'-8 18'-1016'-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 i 24 36 16 36'-3 29'-10 25'-4 21'-2 18'-1 15'-10 14'-1 12'-8 11'-6 10'-7 9'-7 8'-9 8'-0 7'-4 6'-9 6'-3 5'-10 5'-5 t ! ! ! t t ! ! t t t t ! , 6 t t 22 34 15 n/a 31-8 -1� 22-5 19-3 16-10 14-11 13-5 12-3 11-2 10-2 9-3 8-6 7 A 7-2 -7 6t,2 5-9 21 32 14 n/a 33'-8 '-7 23'40 i0'-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 t-6 ' 25,-5 21,-9 19t-1 16!-il 15!-3 13'-10 12t-8 it-6 10!-6 9!-8 8-10 8,-1 7'-6 7t-0 6-6 , t , , 17 26 11 n/a n/a .-3�' 29!„�4. 5;»2 22t-0 19t-7 17,-7 16!-0 14-8 13-3 12t-1 11,-2 10-2 9!-4 8'-8 8'-1 7,-6 15 24 10 n/� n/a i, a 1 31r-9 7'-3 43'-10 21'-2 19'-1 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 a n a' 2�8 28'-7 25'-5 22'-1120'-10 19'-1 17'-3 15'-9 14'-6 13'-3 12'-2 11'-3 10'-6 9'-10 10 16 n/a n/a n/a a n/a n/a n/a 31'-9 28'-7 26'-0 23'-10 21'-7 19'-9 18'-2 16'-7 15'-3 14'-1 13'-2 12'-3 9 14 n/a n/a n/a i.Ia n/a n/a n/a n/a 32'-8 29-9 27-3 24'-8 22-6 20'-9 18'-1117'-5 16'-2 15'-0 14'-0 8 12 . n/a n/a n/a %a n/a n/a n/a n/a n/a n/a 31'-9 28'-9 26-3 24'-2 22'-1 20'-3 18'-9 17'-6 16'-4 ITW Tapcon Simpson 14psf 17psf 0 psf 24pSf 28psf 32psf 36pS7U[40psf 44psf 48pSf 53psf 58psf 63psf 69psf 75psf 81ps# 87psf 93DS# Strong- Tie DOOR WIDTH!(feet and inches)at a given DESIGN PRESSURE(PSF) 1/4" 3/8rt .3/8" FASTENER DIAMETER Supporting suuctand elements shall be designed by a registered r 1 professional engineer for wind loads in addition to other loads. 1.75" 2.5" 2.6$" EMBEDMENT LENGTH i1111i11 t tr}�fl j This drawing does not address the wall design,but only door i1 f� attachment,Wall construction is shown only for illustration 2.5" 3" 4" JEDGE DISTANC ��, 1........o�.��// purposes. The building designer is responsible.for ensuring that the wall is sufficient to carry the door live and static loads:This 50$# 764# 340# ' FASTENER LOA CAPACITY at �' :� O drawing does not address the spring pad connections.Registered ' j ",, professional engineer may approved an alternative'design. .. . No.51737 nn John E_Scates,P.E �t; * ' SCA *"" t E none i 2560 King Arthur,Ste 124-54 :.'d; STATE ELL` O OOL3 A Lewisville,Tx75056 �'A��2� *� 2-18-2015 Florida P.E.#51737 �//��►-`!-COR�Q-�Q `` Concrete Wall Digitally signed byrJohn E cote P.E. TXPE 56308,F-2203 ///i'S1pN'; 'ot Attachment Detail Date:2018:02.071'5:10.42- 60V L I C.H.I.Drawing: BJA-105 Rev.-0G Professional Engineer's seat provided onl for verification of windload construction details. $ (` G j 'T