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I I. F P PStrong-Tic. keep each area clear of Anchor ITW Tapcon or Tapcon LDTor Sian son _ ITW Ramset/Redhead Tapcon,114"diameter,minimum 3.5' 1 ng with washer that conforms to ANSI B18.22.1 type B. any back jamb ITW Ramset/Redhead Large Diameter Tapcon,3/8"diamete, inim l in 4"long with washer that conforms to ANSI 1118.22.1 type B. attachment fasteners 1 Simpson fiiten HD,3/8"diameter,minimum 4"long with w h that conforms to ANSI B 18.22.1 type B. / 3" Simpson Wedge-All,3/8"diameter,minimum 4"long with her that conforms to ANSI B 18.22.1 type B. g„ tD When applying back jambs over dry wall or other non struct rail wall covering.use longer fasteners to insure minimum embedment required header This chart applies to wood species with specific gravity great r than or equal to 0.42 including spruce pine fir(SPF)and southern pine(SP). See chart for minimum washer diameter. Washer diameters i n hart are based on use of Spruce Pine Fir. Washers may be 10%smaller.when Southern Pine is used. s" See chart for minimum edge distance required. Lowest anclu it o be greater than the minimum edge distance up from the floor and less than 10-inches from the floor. .FASTENER SPACING(inches) 2500 psi concrete Filled CMU Simpson ITW Tapcon Strong Tie DOOR WIDTH(If'et and inches)at a given DESIGN PRESSURE(PSF) 1 4" 1 4" 3 8" 3/8 3/8" 3 8" 14'psf 17 sf I 20pVf 24 sf 28psf 32 sf 36 sf 40 Sf 44 sf 48 sf I 53 sf S8 sf 63 sf 69 sf 75 sf 74!-114'-7 93 sf 24 24' 24 24 24 24 22'-9 18'-9 iS'41 13'-3 IV-4 9'-11 V-10 7'-11 7'-3 V-7 V-0 S'-6 S'-0 V-7 V-3 n/a n/a 24 22 24 24 24 24 ZV-3 20'-0 17'-0 14'-1 1V-1 IW-7 9'-S 81-6 7'-8 T-0 6'4 5'-10 S'-4 4'-11 4'-6 n/a n/a 24 20 24 24 24 16 26'-6 21'-9 18'-6 1S'-5 13'-3 11'-7 10'-3 9'-3 8'-S 7'-8 7'-0 6'-4 S'-30 5'-4 4'-113'-I3 24 18 24 22 24 16 28'-10 23'-9 20'- 16'-10 14'-5 1Z'-7 11'-2 10'-1 V-2 8'-S 7'-7_ 1 6'-5 S'-10 5'-4 4'-4 24 17 24 '20 24 16 31'-9 ZV-Z 22'= 18-6 1S'-i0 13'-10 12'-4 IV-1 1W-1 T-3 8'-47'-8 7'-0 6'-S 5'-11 1 4`-9 24 15 24 18 1 24 16 34'-3 28'-2 1 24' -20'- 17'-1 1S'-0 13'-4 12'-0 10'-10 10'-0 9'-0 8'-3 1 7'-7 V-11 6'-4, V-11 5'-6 5'-1 24 15 24 17 16 16 36-3 29'-10 2S' 21'- 18'-1 IS'=10 14-1 12'-8 1i'_-6 10'-7 9'4 '8'-9 8'-0 7' I 5'-9 6'-3 S'-10 S%S Highest anchor installed at 22 13 24 16 16 8 __n/a 32`-3 27 22'4 19'-7 17'-1 15'-2 43'4 12'-S 11'-S 10'-4 9%5 8'-8 7`-11 T-3 6'-9 W-3 S'-10 least as high as door opening. o 21 13 24 IS 16 8 n/a 33'-10 28'- 24'-0 20'-6 1 18'-0 16'-0 14'4 13'-1 12'-0 10'-10 9`-11 9'-i 8'-4 7'-8 7'-1 6'-7 6'-2 19 12 24 14 16 8 n/a n/a. 31' 26'- 22'-5 19'j7' 17'-5 15'-8 14'-3 13'-0 IV-10 1W-9 9'-11 9'-1 V-4 7'-8 7'-2 V-8 Anchors to n evenly spaced between 16 10 24 12 16 8 tt a n a 36' 30'- * i . . , , the header and the floor. 1 1 . 25'- 22'6 ;ZO-0 ,18'-0 16`-4 15-0 13-7' 12'-4 ii-S 10'-5 9`-7 8'-30 8`-3 7'-8 16 30 24 11 8 8 h/a n/a n/ 31'- 1 27'- 23'9 •21'- 19'-0 17'-3, 15'-10 14'-4 13'-1 12'-1 111-0 30'-1 9'-4 1 8'-9 8'-2 14 $ 1 24 1 10 8 8 n/a n/a I nJ 3V- SO%. 26'- 0 73'-ib 121-5 19'-6 17'-10 IV-2 1W-9 1 IV-7 IZ'-S IV-S 10'-7 9'-10 9'-2 12 7 1 20 9 8 8 n/a n/a of n/a n/a! In/an/a 24'-$ 22'-5 20'-7 18'-8 17'-0 15'-8 14'-4 13'-2 12'-2 IV-4 10'-7 11 7 20 8 8 8 n/a n/a n/ n/a n/a 25'-6 Z3'-2 2V-3 19'-2 17'-7 16'-2 14'-9 13'-7 12'-7 11'-8 10'-11 2x6 structural grade lumber. 10 6 17 7 8 n/a n/a n/a n/ n/a' n/a n/a 2$'-9 26'-2 24'-0 21`-$ 29'-10 1$'•3 16'-$ 15'-4 14'-2 13'-2 iZ'-4 May be counterbored up to 3/8"deep 9 n/a i6 6 8 n/a n/a n/a nJa n/a n/a 32'-0 29'-i Z6'-B 24'-1 22'-0 ZO'-3 1V-6 17'-0 15'-9 14'-8 13'-9 at eachanchorlocationtoprovidea flush mounting surface. 8 n/a 13 6 n/a n/a n/a n/a n/ n/a n/a n/a n/a 30'41 28'-O ZS'-7 23'-6 21'-6 19'-9 18'-3 17'-0 IS'-11 n/a n/a 12 n/a n/a n/a n/a n/a nj n/a n/a n/a n/a n/a 32'-4 29'-7 27-3 1 ZV-10 2 -10 ZI'-2 1 19'-8 1 18=5 0 4 2500 psi concrete Filled CMU 14p7f 17psf 20p f 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 7Spsf 81psf 87psf 93psf First anchor to start at no more than ITW Tapcon ITW LDT TNo Weds- DOOR WIDTH(feet and Inches)at a given DESIGN PRESSURE(PSF} half the fastener spacing distance and 1/4" 1/4" 3j8" 3/8" 3/8" 3/8" FASTENER DIAMETE4 no less than the minimum edge distance. 1.75"!319# 75" 2.S" 2.5" 2,75" 2.68" EMBEDMENT LENGTH, o j8" 1-1j2" i" 1-ij8'1-1J8"WASHER DIAMETER 2-1/2 1/2" 3" 3" 4" 4" EDGE DISTANCE Supporting structural elements shall be designed by a registered S08# 8S9# 371# 480# 340# FASTENER LOAD CAF " r professional engineer for wind leads in addition to other loads. �1�111 , This drawing does not address the jambiwall design;but only door \\\\ F- s /// attachment Jamb/wall construction is shown only for illustration `N .110 ,'�f ///A purposes. The building designer is responsible for ensuring that the Digitally signed by John E.Scates P.E. �` ��.Ltif'��a�i��. jamb/wall is sufficient to carry the door live and slack toads This drawing does not address the spring pad connections. Registered Manufacturer's installation instructions must be followed Date:2018.02.07 15:11:58-06'00' No.M737 a professional engineer may approved an alternative design. Maximum spacing shown in chart �OQ SCALE Lesser spacing maybe used to avoid interference with d o hard are John E.Scates,P.E. *: * • none and or fastening system,but not less than 6". 12560 King Arthur,Ste 124-54 "",.�O�� STATE OF i Load per jamb W 0.5 x door width x max positive ressur Lewisville,TX 75056 �� •.� .' O OO❑�� `n rE P P door eight. O �. p; ! 2-1$-2015 8"CMU block walls shall comply with ASTM C90. Florida P.E.#51737 �j��• t3_�lO,. Q``>> Use minimum 2060 psi grout or concrete when filling TXPE 56308,F-2203 / 'e/ONA%, \\\ Back Jamb Attachment Detail CMU'fastener spacing distance may va' +/-1". ! ///II I 110, t Concrete Anchors Pr fessionai f ngineer's seal provided only fo verification of windload construction details, C.H.I.Drawing: BJA-1'01 i ,