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Anchor:IT-W Tapcon or Tapcon LDTor Simpson Strong-Tie. ITW Ramsetj Redhead Tapcon,114"Diameter diameter,minimum 3.5"'tong with washer that conforms to ANSI 818.221 ITW_RamseyRedhead Large Diameter Tapcon,'3j8"diameter, keep each atea clear of Simpson Titen HD,,3/8"diameter,minimum 4"long with washer that conforms. ANSLBsher t i tyoefo B. any back jamb minimum 4"long with washer that conforms 2.1 type B 18 221 type g Simpson Wedge-All,3/8"diameter,minimum 4"long with washer that conforms to ANSI 18.22.l attachment fasieneta. When applying back jambs over dry wall or other non structural wall coverin , This chart applies to wood s ecies with s ecific $ / P P gravit t .use longer fasteners to insure minimum embed" 3» See chart for minimum washer diameter. Washer diameters in chart are based on use of Spruce Pine Fir. Washers and southern be ent required. 8" dy gravity greater than or.equat to 0.42 including spruce pine fir(SP See chart for minimum edge distance required. Lowest anchor to be greater titan the minimum edge distance Washers from the floor pin alley . 1. header Y 0/smaller when Southern pine is used. and less than 10-inches from the floor... 81 FASTENER SPACING(inches). 2500.psi concrete Filled CMU Simpson ITW Tapcon strong-Tie DOOR WIDTH(feet and inches}at a,given DESIGN PRESSURE 2 4" 2 4" 3 8" 24 24g" 3 g" 14psf 17psf 20psf 24psf.28 sf 32psf 36psf 40psf 44psf 48 sf S3 sf 5$ sf 6 24 4 Za. RE(PSF) 24 22 24 •22'-9 18-9 15'-11 13-3 11'-4 9'-11 8'- 24 24 24 24. 24'-3 20'-0 17'-0 14'_ 30 7'-11 7'-3 6'-7 6,_ ,- 3Psf 69psf 75psf. 81psf 87psf 93psf.- 24 20 24 24 24. 9�-5. 0 24 17 ..24 6 15'-1013- ,- . 24 15 24 16 34'-3 2$'-2 .24'-0 "1T-1 iS'0 13,.4 11 1 10'-2 9'-3 .8t q 5 5'-10 5'4 4'-11 4'-7 4'-4 24 25 24 27 16 16 36'-3 Z9'-10 25' 4 12'-0 10'-10 10'-0 g'- T-8 T-0 6'-S' 5-11 S14 , 24 26 16 8 nja 32'-3 2T-5 10 14'-1 12'-8 li'-6 10'-7 9'- 6'-11 6 4 S'-li' S'-6 5'-1 22 13 24 25 26 g 22'-30 19-7 17'-2 15'-2 7 8'-9 8`'0 7'-4 29 12 trio 33-20 28'-9 13'-8 12'-5 .11'-5 10'4 9'-5'. $'-$ 7!-21 6`-3 5'-10 5'-5 Highest anchor installed at 24 14 16 g 24'-0 20'-6' IS'-0 16'-0 14'-4 13'-1 12'-0 10'-10 9'-21 i6 10 n/a n/a 31'4 26'_i ,- g,-1 8, 6'-3 5'-10 least as high as door opening. 24 12 16 g 22'-5 19 7 1T-5 15'-8 14'-3 13'-0 li'- a i6 10 24 21 n/a n/a 36-0 30'-0 25'-8 22'- 10 10 9 9'-11 9'=1. • 6'-2 14 8 8 n/a nia. n a 6 20'0 1$'-0 16'-0 15'-0 t Anchors to be event spaced between 7 12"4 11'-5 10'-5 9'-7 '8'-10 the header and the floor, 10 14'-4 13'-1 12'-1 11'-0 g*.4 8_3 7'-8 12 7 ZO 9 8 8 nia n a n!a 3S'-9 30'-8 26-10 23'-20 21'-5 29'-6 1T-10 16'-2 14'-9 .23'-7' .12'-5 20- l 12 7 I J nia nja 30'-21 27'-5 24'-8 ZZ'-5 20'-7 18'-8 27'-0 15' 10-2 1 $,2 20 8 g $ 7 9 SO .9-2 16 10 6 17 7 nja nia n/a 31'-20 28'.3 2S'-6 23'_ . 9 rtJa 16 6 ! / 2 '21'-3 19'-2 17'-7:"i6'- 12 4 10-7 0 $ n/a nia n a $ n/a n/a n/a n!a n a n a nja 32'0 28'-9 26'-2 Z4'-0 '12'-7- 11'-8 20'-11 2z6 structural grade lumber. 8 n/a 13 6 / n/a n a•, n a . 21'-8 19''-0 18'-3 i6'_g 15'-4 14-- May.be counterbored up to 3j8"deep n/a nJa 12 nja nja n/a n/a n/a n/a. n a nia nja 32'-0..29'-T 26-8. .24'-1...2Z'-0 20'-3 2 13'-2 12'-4 nia n/a .nja n/a nia n/a n a n a nia nja nja 'nja 30'-11 28'-0 25'-7 1$'6 1T0 15'-9 14'-8 23'-9 at each anchor location to Provide a 2500 psi concrete p P P npa nia nia nia n a 23=6 21'-6' 19-9 18"3 flush mounting surface. Filled CMU 14 sf '17psf. 20psf 2d sf 28 sf 32 sf 36pst 40psf 44 I 32'-4 29'-7 27-3 17'-0 15'-11 - 24-20 22 10 21'-2 19'-8 18'-5 0 Psf 48psf S3psf S8psf 63psf 69psf 7Spsf 81psf 87psf 93psf 1/4 Tapcon ITW LDT HteDn wA'ge.DOOR WIDTH(feet and inches)'at a given DESIGN PRESSURE P m 1l4" 1!4" 3/8" 3J8" 3 8" ( ) First anchor to start at no more than 1:75" 1.75" 2.5" 2.5" I 3l8" FASTENER DIAMETER SF half the fastener spacing distance and 1-1 $„ 7 2.75" 2.68" EMBEDMENTLENGTFI J !8" 1-1/2" 1" 1=1/8'1 i no less than the minimum edge distance. 2-1/2'2-ij2" 3" n I8"WASHER DIAMETER 508# 319# 859# 371# 4$Q# 34„ EDGE DISTANCE 0# FASTENER LOAD CAPACITY s r Supporting stmcturaI elements shalt be designed by registered Professional engineer for wind loads in addition to other loads. ```� This drawing does not address the jambhvall design,but only door attachment.Jamb/wall construction is shown only for illustradon Digitally signed by John E..Scates P.E. \� Manufacturer s installation instructions must be followed. Dafie:2018.02.0715:1 i.58_ �' C ��'c6Mty��"�� /Z purposes. The building assigner is responsible for'�. �" �� jamb1wa11 is sufficient to ca aP ensuring ih his Maximum spacing shown in chart 06`00' � drawing does not ad e spring ffie door live and static toads. This Lesser spacing may be used to avoid interference with door hardware Nm-51737 rma dieroved Pad corn Live as.Registered e r; professional engineer may approved an alternative design, and or fastening system,but not less than 6". Sohn E.Scates,P.E. * �*.� Load Per3amb=0.5 x door width�x'max positive pressure x door height. 2560 King Arthur,Ste 124-54 * [�[�� SCALE 8"CMU block walls shall complywith A Lewisville,TX 75056 STATE OF none STM C90. Florida P.B.#51737 �O�13 MMM DATE Use Minimum 2000 psi grout or concrete when filling CMU, e • ` ❑ TXPE56308,F-2203 �IO'�,�'�ORiOP:'''�'��.� 2-18-2015 CM fastener spacing distance may vary+J_1 , /�0/0(tjAl. \X Back Jib" Ntt Cti� Attachment Detail"Professional Engineer`s seal provided only foL etit3cation of windload construction details. Concrete Anchors C.H.I.Drawing: BJA-10.1 R'ev.-07•