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Anchor:ITW Tapcon or Tapcon LDT or Simpson Strong-Tice. keep each area clear of ITW Ramset/Redhead Tapcon,1/4"diameter,minimum 3.5"long with washer that conforms to ANSI B18.22.1 type B. any back jamb ITW Ramset/Redhead Large Diameter Tapcon,3/8"diameter,minimum 4"long with washer that conforms to ANSI B 18.22.1 type B. attachment fasteners A Simpson Titen HD,3/8"diameter,minimum 4"long with washer that conforms to ANSI B 18.22.1 type B. /a 3" Simpson Wedge-All,3/8"diameter,minimum 4"long with washer that conforms to ANSI B 18.22.1 type B. 8" When applying back jambs over dry wall or other non structural wall covering,use longer fasteners to insure minimum embedment required. 1 header / This chart applies to wood species with specific gravity greater than or equal to 0.42 including spruce pine fir(SPF)and southern pine(SP). See chart for minimum washer diameter. Washer diameters in chart are based on use of Spruce Pine Fir. Washers may be 10%smaller when Southern Pine is used. 8" See chart for minimum edge distance required. Lowest anchor to 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(feet and inches)at a given DESIGN PRESSURE(PSF) 1/4" 1 4" 3 8" 3/8 3/8" 3 8" 14psf 17psf 20psf 24psf 28 sf 32 sf 36 sf 40psf 44psf 48 sf 53 sf 58psf 63psf 69psf 75psf 81psf 87psf 93psf 24 24 24 24 24 24 22'-9 18'-9 15'-11 13'-3 31'-4 9'-31 8'-10 7'-11 7'-3 V-7 6'-0 5'-6 V-0 4%7 4'-3 X-11 n/a n/a 24 22 24 24 24 24 24'-3 20'-0 17'-0 14'-1 12'-1 10'-7 9'-5 V-6 7'-8 7'-0 V-4 V-30 V-4 4'-11 V-6 4'-2 n/a n/a 0 24 20 24 24 24 16 26'-6 21'-9 18'-6 15'-5 13'-3 11'-7 10'-3 9'-3 8'-5 7'-8 7'-0 V-4 V-30 V-4 4%11 4'-6 4'-3 V-31 24 18 24 22 24 16 28'-30 23'-9 20'-2 16'-10 14'-5 12'-7 11'-2 10'-1 9'-2 8'-5 7'-7 6'-11 6'-5 5'-10 V-4 N-11 4'-7 4'-4 24 17 24 20 24 16 31'-9 26'-2 22'-3 18'-6 IV-10 IV-10 12'-4 11'-1 10'-1 9'-3 V-4 7'-8 7'-0 V-5 5'-11 5'-5 V-1 4'-9 24 15 24 18 24 16 3N-3 28'-2 24'-0 20'-0 17'-1 15'-0 13'-4 12'-0 10'-10 10'-0 9'-0 8'-3 V-7 V-11 V-4 V-11 V-6 V-1 24 15 24 17 16 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 S'-5 Highest anchor installed at 22 13 24 16 16 8 n/a 32'-3 27'-S 22'-10 19'-7 17'-1 15'-2 13'-8 12'-5 11'-5 10'-4 9'-5 8'-8 7'-11 7'-3 6'-9 V-3 V-10 least as high as door opening. o 21 13 24 15 16 8 n/a 33'-10 28'-9 24%0 20'-6 18'-0 16'-0 14'-4 1T-1 12'-0 10'-10 9'-11 9'-1 8'-4 7'-8 7'-1 6'-7 6'-2 Anchors to be evenly spaced between 19 12 24 14 16 8 n/a n/a 31'-4 26'-1 22'-S 19'-7 17'-5 15'-8 14'-3 13'-0 IV-10 10'-9 V-11 9'-1 8'-4 7'-8 V-2 6'-8 the header and the floor. 16 10 24 12 16 8 n/a n/a 36'-0 30'-0 25'-8 22'-6 20'-0 18'-0 16'-4 15'-0 13'-7 12'-4 11'-5 10'-s V-7 V-10 V-3 7'-8 16 10 24 11 8 8 n/a n/a n/a 3V-9 27'-2 23'-9 21'-2 19'-0 17'-3 15'-10 14'-4 13'-1 12'-1 117-0 10'-1 9'-4 V-9 8'-2 14 8 24 10 8 8 n/a n/a n/a 35'-9 30'-8 26'-10 23'-10 21'-5 19'-6 17'-10 16'-2 14'-9 13'-7 12'-5 11'-5 10'-7 9'-10 9'-2 0 12 7 20 9 8 8 n/a n/a n/a n/a n/a 30'-li 27'-5 24'-8 22'-5 20'-7 1 18'-8 17'-0 IV-8 14'-4 13'-2 12'-2 11'-4 10'-7 2x6 structural grade lumber. 11 7 20 8 8 8 n/a n/a n/a n/a n/a 31'-10 28'-3 25'-6 23'-2 21'-3 19'-2 17'-7 16'-2 14'-9 13'-7 12'-7 1 11'-8 10'-11 May be counterbored up to 3/8"deep 10 6 17 7 8 n/a n/a n/a n/a n/a n/a n/a 32'-0 28'-9 26-2 24'-0 2V-8 19'-10 18-3 16'-8 15'-4 14'-2 13'-2 12'-4 at each anchor location to provide a 9 n/a 16 6 8 n/a n/a n/a n/a n/a n/a n/a n/a 32'-0 29'-1 26'-8 24'-1 22'-0 20'-3 18'-6 17'-0 15'-9 14'-8 13'-9 flush mounting surface. 8 n/a 13 6 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 30'-11 28'-0 25'-7 23%6 21'-6 IV-9 18'-3 17'-0 W-11 n/a n/a 1 12 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a I n/a n/a n/a 32'-4 29'-7 27'-3 24'-30 22'-10 21'-2 19'-8 18%5 0 ° 2500 psi concrete Filled CMU 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf P First anchor to stag at no more than 1TwTa can ITW LDT nten wedge-DOOR WIDTH(feet and inches)at a given DESIGN PRESSURE(PSF) half the fastener spacing distance and P Ho All no less than the minimum edge distance. 1/4" 1/4" 3/8" 3/8" 3/8" 3/8" FASTENER DIAMETER 1.75" 1.75" 2.5" 2.5" 2.75" 2.68" EMBEDMENT LENGTH 1-1/8" 7/8" 1-1/2" 1" 1-1/8"1-1/8-,WASHER DIAMETER 2-1/2"2-1/2" 3" 3" 4" 4" JEDGEDISTANCE Supporting structural elements shall be designed by a registered professional engineer for wind loads in addition to other loads. 508# 319# 859# 371# 480# 340# FASTENER LOAD CAPACITY r , This drawing does not address the jamb/wall design,but only door \\\ $ �// attachment Jamb/wall construction is shown only for illustration \ ��i / purposes. The building designer is responsible for ensuring that the \\\\��G4Na. •; S jamb/wall is sufficient to carry the door live and static loads. This �; �' drawing does not address the spring pad connections. Registered Digitally signed by John E.Seates P.E. s /Date:2018.02.0715:11`58-0600 No.51737 � professional engineer may approved an alternative design. Manufacturer's installation instructions must be followed. � e Maximum spacing shown in chart. SCALE none Lesser spacing may be used to avoid interference with door hardware John E.Scales,P.E. * e P g y 2560 Kin Arthur,Ste 124-54 �O STATE Or - and � � � ❑ ❑ ❑�I�O DATE and or fastening system,but not less than 6". �l0•• P /Z` 2-18-2015 Lewisville,TX 75056 i Load per jamb=0.5 x door width x max positive pressure x door height. Florida P.E.#51737 // W. '�••'!�loltt�'' O\ �� 8"CMU block walls shall comply with ASTM C90. TXPE 56308,F-2203 //,ss/ONA��\\` Back Jamb Attachment Detail Use minimum 2000 psi grout or concrete when filling CMU. /// 1�11 l( � Concrete Anchors CMU fastener spacing distance may vary+/4". L Professional Engineers seal provided only for verification of windload construction Atails. C.H.I.Drawing: BJA-101 I ReV.-07