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Simpson Titen HD;3/8"diameter x 3"long(minirru ). i Simpson Wedge-All;3/8"diameter x 3"long(min' m). ' I TW Ramses/Redhead Large Diameter Tapcon,3 "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 q a tity 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 acing in these charts. Maximum spacing shown in chart. Lesser spacing may be used to avoid interference ,Jh 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 prdssure x door height �r Manufacturer's installation instructions must be foilowed. 8"CMU block walls shall comply with ASTM C90. Use minimum 2000 psi grout or concrete when filling CMU. t Fastener spacing distance may vary+/-1 FASTENER SPACING j (inches) I Filled cmu DOOR WIDTH (feef and inches) at a given DESIGN PRESSURE (PSF) Simpson Simpson Titen Wedge- HD All 14psf 17psf 20psf 2 sf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf, 69psf 75psf 81psf 87psf 93psf n/a 24 24'-3 20'-0 17'-0 1 ' 2 2'-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. 2 ' 0 7'-1 1 1-0 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 2 '3 '!8'-2 1 '-11 �4'-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 3 ' 5'-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 �/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 n/a n/a n/a n/a n is n/a n/a n/a 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 5$ sf 63 sf 69 sf 75 sf 81 sf $7 Sf 93 sf Ttten Wedge HD All DOOR WIDTH (feet� nd inches) at a given DESIGN PRESSURE (PSF) 3/8" 3/8" FASTENER DIAMETERII 2.75" 2.68" EMBEDMENT LENGTH 4" 4" EDGE DISTANCE 11 480# 340# FASTENER LOAD CAPACITY These charts do not address spring pad connections to building. Alternative design may be approved by a k registered professional engineer. r Supporting structural elements shall be designed by aregistered \��111111111)!,�j� professional engineer for wind loads in addition to ad=loads. /�/ This drawing does not address the wall design,but only door i \ �........ /� attachment.Wall construction is shown only for illustration �O'l,•�'�6�NaQ�.�e purposes.The building designer is responsible foreosuring + • that the wall is sufficient to carry the door live and static loads. 51737 *. It !it+ �0M sCA none !.-a�� STASEOF J�U; TOMER3[::]OM DATE It . ;'�/ 2-18-2015 JohnE.Scares,P.E. .r�,0ii+'•. ORIOt;: "'�` 2560ICing.Arthur,Ste 124-54 i, ock Wall Di itally signed by John E.Scares P.E. ��/jsS%pNq,4 0\\,I, AttachmCMU �n Detail Lewisville,TX 75056 FloridaP'.E.#51737 D'ate:2�41'8.02.0715:10:59=46'00' ` 16111111�� " TYPE 56308,F-2203 II rC.H.T. DraWi21 B7A-104. Rev.-07 Profesiionai En ineer's seal provided onl for verification of windload construction details. g I