19-21584 - Laserfiche WebLink

Browse Search

Anchor:ITW Tapcon or Tapcon LDT or Simpson Strong-Tie Wedge-All. _ ITW Ramset/Redhead Tapcon, 1/4"diameter,2"long(minimum) ITW Ramset/Redhead Large Diameter Tapcon,3/8"diameter,2-3/4"long(minimum) r•t _ Simpson Wedge-All;3/8"diameter x 2"long(minimum). i 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. 1 �' FASTENER SPACING Add track brackets as required to satisfy fastener spacing in these charts. Maximum spacing shown in chart. 2500 psi concrete Lesser spacing may be used to avoid interference with door hardware and or fastening system,but not less than 6". Simpson See chart for minimum edge distance required. Concrete walls shall be minimum 2500 psi concrete and shall be of sufficient strength to resist loads. Strong- Load per jamb=0.5 x door width x max positive pressure x door height. ITW Tapcon Tie Manufacturers installation instructions must be followed. 3/81' DOOR WIDTH (feet and inches)at a given DESIGN PRESSURE (PSF) Wedge- 1/4" 3/8" All 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf 24 36 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 36 22 26'-5 21'-9 18'-6 15'-5 13'-2 11'-7 10'-3 9'-3 8'-5 7'-8 6'-11 6'-4 5'-10 5'-4 4'-11 4'-6 4'-3 3'-11 24 36 20 29'-1 24'-0 20'-4 17'-0 14'-6 12'-9 11'-4 10'-2 9'-3 8'-6 7'-8 7'-0 6'-5 5'-10 5'-5 5'-0 4'-8 4'-4 24 36 18 32'-4 26'-8 22'-8 18'-1016'-2 14'-2 12'-7 11'-4 10'-3 9'-5 8'-6 7'-9 7'-2 6'-6 6'-0 5'-7 5'-2 4'-10 24 36 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 5'-5 22 34 15 n/a 31'-8 26'-1122'-5 19'-3 16'-1014'-1113'-5 12'-3 11'-2 10'-2 9'-3 8'-6 7'-9 7'-2 6'-7 6'-2 5'-9. 21 32 14 n/a 33'-8 28'-7 23'-10 20'-5 17'-10 15'-11 14'-3 13'-0 11'-11 10'-9 9'-10 9'-1 8'-3 7'-7 7'-0 6'-7 6'-1 19 30 13 n/a 35'-1130'-6 25'-5 21'-9 19'-1 16'-1115'-3 13'-1012'-8 11'-6 10'-6 9'-8 8'-10 8'-1 7'-6 7'-0 6'-6 17 26 11 n/a n/a 35'-3 29'-4 25'-2 22'-0 19'-7 17'-7 16'-0 14'-8 13'-3 12'-1 11'-2 10'-2 9'-4 8'-8 8'-1 7'-6 15 24 10 n/a n/a n/a 31'-9 27'-3 23'-10 21'-2 19'-1 17'-4 15'-11 14'-4 13'-2 12'-1 11'-0 10'-2 9'-5 8'-9 8'-2 13 20 8 n/a n/a n/a n/a 32'-8 28'-7 25'-5 22'-1120'-1019'-1 17'-3 15'-9 14'-6 13'-3 12'-2 11'-3 10'-6 9'-10 10 16 n/a n/a n/a n/a n/a n/a n/a 31'-9 28'-7 26'-0 23'-10 21'-7 19'-9 18'-2 16'-7 15'-3 14'-1 13'-2 12'-3 9 14 n/a n/a n/a n/a n/a n/a n/a n/a 32'-8 29'-9 27'-3 24'-8 22'-6 20'-9 18'-1117'-5 16'-2 15'-0 14'-0 8 12 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 31'-9 28'-9 26'-3 24'-2 22'-1 20'-3 18'-9 17'-6 16'-4 ITW Tapcon Simpson 14psf 17psf 20psf 24psf 28psf 32psf 36psf 40psf 44psf 48psf 53psf 58psf 63psf 69psf 75psf 81psf 87psf 193psf Strong' Tie DOOR WIDTH(feet and inches)at a given DESIGN PRESSURE (PSF) 1/4" 3/8" 3/8" FASTENER DIAMETER Supporting structural elements shall be designed by a registered professional engineer for wind loads in addition to other loads. 1.75" 2.5" 2.68" EMBEDMENT LENGTH \�tllll i I!1///� , This drawing does not address the wall design,but only door \\ s attachment.Wall construction is shown only for illustration Wall 3" 4" EDGE DISTANCE `�� 1�S' C4 V purposes. The building designer is responsible for ensuring that 0 the wall is sufficient to carry the door live and static loads. This 508# 764# 340# FASTENER LOAD CAPACITY _� �� drawing does not address the spring pad connections. Registered Nei.51737 Professional engineer may approved an alternative design. 000 SAL none John E.Scates,P.E. I�`I�nfJ 2560 King Arthur,Ste 124-54 i'0; STATE OF ❑OOD�• ` ❑ ❑ nATE Lewisville,Tx 75056 %70 '• 2-18-2015 Florida P.E.#51737 /j�*-►'•�ORQ #0 TXPE 56308,F-2203 /� a48 Concrete Wall // IONAL § Attachment Detail Digitally signed byJohn E.Scates P.E. � ��//lll 1111��\ � Date:2018.02.07 1`5:i0:42-06'00' C.H.I.Drawing: BJA-105 Rev.-06 Professional Engineer's seal provided only for verification of windload construction details.