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Simpson Titen HDO/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". o7 See chart for minimum edge distance required. Load per jamb'=0.5 x.door width,x max positive pressure x door height Manufacturers installation instructions must be followed. 8"CMU block walls shall comply with ASTM'C90. Use minimum 2000 psi grout or concrete when filling CMU. Fastener spacing distance may vary+/-1". — t 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. 240sf. 28psf. 32psf :360sf .40psf 44psf .48psf 53psf 5.8psf .63psf_:69psf- :75pid 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'.4 '. 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- 30'-0. 9'-0 8'-3 7'-7 . _ 6'-1'1:. 6'-4 ... 5'-11 5'-6 5'-1•. 16 16 36'-5 30'-0 . 25'-6 21'-3 18'-2 15'41 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 W-5 10'-5 . 9-7 8-10 8 4 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 17'4" 16'-2. - 14'-9 13'-7 12'-7 11-8 W-11; 8 n/a n/a n/a n/a' n/a 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.1..40 sf .44 Sf .48 Sf 53 sf 58 sf 63 sf 69 sf, :75 sf. :81 sf. '87 Sf .93 Sf nHo 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. .I , Supporting structural'elements shall-be designed;by aregistered professional engineer for wind loads in addition to other loads. \\�`• 8 �� This drawing does not address the wall design,but only door \`` ��' attachment.Wall construction is shown only for iDustration \ '�G dF • �j purposes.The building designer is responsible for ensuing �i that the will is sufficient to carry the door live and static loads. No:51737SCA.. : . ODDS none , $TANE� �� .' TAJ I�i�O DATE .% .` �. 2=18-2015. John E.Scates,P.E. DA► R1 �;: 2560 King Arthur,Ste 124-54 /� �� ••�'t10\�.N. OC Di itall si ned,'b John'E.Scates P:E.. S \, CMU Bl k Wall 5056, Florida:P.#Lewisville,TX51737 'Date:201 02.07 5;1-0:59.06'00' L � j�Ni, �\�. J. Attachment Detail " TXPE 56308,F-2203' C.H.L-Drawing:. WA-404 key.-67 Professional Engineer's seal provided only for verification of windload construction details..