Laserfiche WebLink
iiRFS4i).:_,-___ <br /> TABLE Q.FOOTING DIMENSIO nt n gnu„ <br /> Ili'u IN <br /> 8 In.x 18 in.pier(single-stack 16 in.x 16 in.pier(double-stack <br /> ' blocks) ' - blocks) <br /> Minimum Foot- Unreinforced :,y ,'"'Unrefnforced <br /> a Minimum Footing ing Dimensions cast-in-place min. Maximum footing cast4n-place min. Maximum footing <br /> Area(sq.In.) (in) thickness(in.) capacity(lbs) thickness(in.)- ,:capacity(Ibsj, <br /> 256 16 X 16 <br /> 6 600 6 N A <br /> • 324 18X18 6 <br /> 800 6 N.A <br /> .1.'•0 20 X 20 6 <br /> 1030 6 580 <br /> 500 :'w <br /> 576 24 X 24 6 1550 6 <br /> 1100 <br /> 900 <br /> 30 X 30 6 2500 <br /> 6 2050 <br /> 1296 36 X36 <br /> 256 6 3675 6 3225 <br /> 16 X 16 6 1490 <br /> 6 1045 <br /> 324 <br /> 18 X 18 6 1930 6 <br /> 1480 <br /> 20 6 <br /> 100Q 400 X 20 6 2420 1970 <br /> . x 576 24 X 24 6 3550 <br /> 6 3100 <br /> 900 30X30 6 <br /> 5630 6 5180 <br /> ., 1296 36 X36 7 <br /> • 8060 6 7725 <br /> 16X16 6 IMP 6 <br /> 40 18 X 18 1930 <br /> 6 glit 6 2600 <br /> 20 X 20 6 3810 6 <br /> 3360 <br /> 576 <br /> 24 X 24 • 6 5550 6 <br /> 5100 <br /> 900 30 X 30 7 8680 <br /> 1296 36 X36 6 8300 <br /> 8 12450 6 12100 <br /> 256 16 X 16 6 3270 <br /> • 6 2820 <br /> 324 18X18 64180 6 3730 <br /> 2000 100 20 X 20 6 <br /> 5200 6 4750 <br /> 576 24 X 24 6 7550 6 <br /> 900 30 X 30 7100 <br /> 8 11725 6 11.300 <br /> ' _._ 1296 36 X36 10 <br /> 6 16725 7 16600 <br /> 256 <br /> 16 X 16 4160 6 <br /> Q 324._ 18 X 18 371085 <br /> 6 5300 6 <br /> 400 20 X 20 4850 <br /> Z 2500 6 6600 <br /> 576 24 X 24 6 9550 6 6130 <br /> 6 9100 <br /> Z 36 X36 900 30 X 30 8 <br /> 0 1296 14850 6 14550 it <br /> 11 8 21110 21000 <br /> J 256 16 X 16 6 6830 6 <br /> 6380 <br /> 324 18 X 18 <br /> 6 8680 6 8230 <br /> F— 400 20 X 20 10760 <br /> 4000 576 6 . . . _ 6 10300 <br /> z 24 X 24 8' 15450 6 <br /> lU 900 30 X 30 15100 <br /> s 11 <br /> 23990 23850 <br /> 7 <br /> CJ 1296 36 X36 13 34390 <br /> .i <br /> Note: The capacity values listed have beenreducedby the dead load of the concrete footing and pier. 10 34275 <br /> "CC Design footings to comply with the following additional requirements: I11 1 r11';f <br /> q ments: f'Ft <br /> a • Design each footing at least slightly larger than the base of the pier it sup- �t �� <br /> •t ports. •y�, <br /> T ys t ' <br /> • To keep footings directly under I-beams and other support points, size them <br /> '2Z!FINS <br /> j slightly larger than the minimum required area to allow slight adjustment of }. +^ 4'i-�� <br /> -t <br /> the pier location during home installation r <br /> ? '. - . , <br /> .• D( sign fe e�,)' `.vilf, a t.-)'Ir) n<tI ,i� �;rii-�rti�.ri : :yJnU lil3 flee Gf the <br /> • <br /> ria' r'' a':' 1 ;‘,/ <br /> ldictlk , <br />