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Simpson Titen HD;3/8"diameter x 3"long(minimum). Simpson Wedge-All;3/8"diameter x 3"long(minimum). ITW Ramset/Redhead Large Diameter Tapcon,3/8"diameter,minimum 2"long with washer that conforms to ANSI B 18.22.1 type B. 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. Add track brackets as required to satisfy fastener spacing in these charts. Maximum spacing shown in chart. Lesser spacing may be used to avoid interference with door hardware and or fastening system,but not less than 6". See chart for minimum edge distance required. Load per jamb=0.5 x door width x max positive pressure x door height t '� Manufacturer's installation instructions must be followed. 8"CMU block walls shall comply with ASTM C90. Use minimum 2000 psi grout or concrete when filling CMU. i Fastener spacing distance may vary+/-1 [— FASTENER SPACING (inches) Filled CMU DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) Simpson Simpson Titen Wedge- HD All 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf n/a 24 24'-3 20'-0 17'-0 14'-2 12'-1 10'-7 9'-5 8'-6 7'-8 7'-1 6'-4 5'-10 5'-4 4'-11 4'-6 4'-2 n/a n/a 24 16 34'-3 28'-2 24'-0 20'-0 17'-1 15'-0 13'-4 12'-0 10'-10 10'-0 9'-0 8'-3 7'-7 6'-11 6'-4 5'-11 5'-6 5'-1 16 16 36'-5 30'-0 25'-6 21'-3 18'-2 15'-11 14'-2 12'-9 11'-7 10'-7 9'-7 8'-9 8'-1 7'-4 6'-9 6'-3 5'-10 5'-5 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'-5 9'-7 8'-10 8'-3 7'-8 8 8 n/a n/a n/a n/a n/a 31'-10 28'-4 25'-6 23'-2 21'-3 19'-2 17'-7 16'-2 14'-9 13'-7 12'-7 11'-8 10'-11 8 1 n/a n/a n/a In/a in/a n/a n/a n/a I n/a 32'-8 30'-0 27'-2 24'-9 22'-10 20'-10 19'-2 17'-9 16'-6 15-5 Simpson Simpson 14 sf 17 sf 20 sf 24 sf 28 sf 32 sf 36 sf 40 sf 44 sf. 48 sf 53 sf 58 sf 63 sf 69 sf 75 sf 81 sf 87 sf 193PSf rHD WAll DOOR WIDTH (feet and inches) at a given DESIGN PRESSURE (PSF) 3 8" 3 8" FASTENER DIAMETER 2.75" 2.68" EMBEDMENT LENGTH 4" 4" EDGE DISTANCE 480# 340# FASTENER LOAD CAPACITY These charts do not address spring pad connections to building. Alternative design may be approved by a registered professional engineer. F , Supporting structural elements shall be designed by aregistered II�� professional engineer for wind loads in addition to otherloads. \\\\ E, Sf?. /�/ This drawing does not address the wall design,but only door \\ -.eN- � ` // attachment.Wall construction is shown only for illustration \\ 'Q'��G aF �1p �� purposes. The building designer is responsible far ensuring that the wall is sufficient to carry the door live and static loads. No.51737 , aaoSCALE none �O STATE OF � DATE ii� o ❑ ❑ODD 2-18-2015 2560John E.Scates,P.E.Kin Arthur,Ste 124-54 ��o��`S!�IOR�Q��1Q\ram CMU Block Wall DigitFlorida P.E.#51737 Date: 01 02.0715•.10 59-06'00ly signed byJohn E.Lewisville,TX 750565 P.E. L ��s/j�N�; \\�\ J Attachment Detail TXPE 56308,F-2203 C.H.I. Drawi : BJA-104 l'ev.-07 Professional Engineer's seal provided only for verification of windload construction details. ng