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lf~ ~- ~_",__""""""",,_""""''''''''''_--o.-.........____ -~---~._._--- --...., - }::::j~7=- -' ~,::~:-Sc~-::-_:. "'~-~:=::. ~ -~.'~~_-.,~~~~:~'~.~~~:~:~-'~~_~~ ~ ""'11 ,.1 , .~ ~~ =..~=~~:=l Ii -"', l ',.'.' ':~~ ~ ."'--'J r---l li5 ROO THRU COLUMN I -\ NOTE: \ FOOTINGS FOR SOLID ROOFS WITH SCREEN OR VINYL ENCLOSED WALLS SHALL BE DESIGNED AS ~ 1\1 z OPEN FOOTINGS FOR SOLID ROOFS ON GLASS ROOMS OR SOUD WALLS SHALL BE DESIGNED AS >- :i' v, . ENCLOS~D. FOOTINGS UP TO .8 SF. REOUIRES 1 - #5 ROD CONTINUOUS, FROM 8 SF. TO 20 ~ g ro SF. REOUIRES 2 - #5 RODS CONTINUOUS, LARGER THAN 2.0 SF REOUIRES :3 - #5 RODS .., x --4 I ~ "" ,. I I I CONTINUOUS, - WHEN DESIGNING AN ENCLOSED STRUCTURE WITH FLOOR AREA OF 400 S.F. OR z ] LARGER, "A" MUST BE A MINIMUM OF 1.0 FT (12") BELOW FINISHED GRADE. "B" SHALL NOT 'i -_LJ EXCEED 2.0 FT. (24"). r ISOLA TED FOOTING OPEN OR SCREENED WALL, SOUD ROOF 110 MPH WIND SBCCI . CUBIC FEET OF CONCRETE SF OF ROOF INCLUDING OVERHANG II OVERHANG 50 .f 100 of 150 .f 200 .f 250 .f 300 .f 350 .f 400 .f o .f 5.24 ,0.35 15.49 20.63 25.78 30.93 36.08 41.23 ; I 10 .f 7.45 12.48 17.62 22.76 27.91 33.06 38.21 43.36 20 .f 10.29 14.73 19.75 24.89 30.04 35.19 40.34 45.49 30 .f 14.73 17.32 22.05 27.04 32.17 37.32 42.47 47.62 i 40 .f 25.61 20.35 24.57 29.38 34.36 39.45 44.60 49.75 1 50 .f X 24.11 27.35 31.87 36.71 41.68 46.73 51.88 i 60 .f X 29.13 30.47 34.54 39.18 44.04 49.01 54.03 70 of X 36.69 34.06 37.43 41.79 46.50 51.38 56.34 : eo .f X 50.56 38.33 40.59 44.56 4908 53.83 53.71 I SOUD WALL, SOUD ROOF 110 MPH WIND SBCCI CUBIC FEET OF CONCRETE ~ 1m SF OF ROOF INCLUDING OVERHANG OVERHANG 50 .f 100 sf 150 sf 200 .f 250 sf 300 Bf 350 sf 400 .f o sf 9.60 19.06 28.56 38.06 47.56 57.07 66.5S 76.08 I 10 sf 10.83 20.18 29.67 39.18 48.68 58.19 67.69 77.20 20 .f 12.83 21.50 30.79 4029 49.80 5930 68.81 78.32 30 sf 16.43 23.24 32.20 41.42 50.91 60.42 69.92 79.43 40 .f 26.46 25.43 33.88 42.92 52.12 61.53 71.04 SO.55 50 .f X 28.34 35.81 4456 53.63 62.83 72.16 81.66 60 sf X 3252 38.08 4638 55.26 64.35 73.55 82.80 70 .f X 39.23 40.63 48.43 57.02 65.96 75.07 84.26 eo .f X 5226 44.25 50.75 58.95 67.69 76.68 85.79 I CUBIC FEET CONVERSION CHART DEPTH - TOP 12" 18" 24' 30' 36" 42" 48" 54" , 18"X18" 2.25 3.38 4.50 5.63 6.75 7.88 9.00 10.13 24"x24' 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.00 30"x30' 6.25 9.38 12.50 1563 1875 2188 25.00 28.13 36"x36" 9.00 13.50 18.00 22.50 27.00 31.50 36.00 4050 42"x42" 12.25 18.38 24.50 30.63 36.75 42.88 49.00 55.13 48"x4S" 1600 24.00 32.00 40.00 48.00 56.00 64.00 72.00 54'x54" 20.25 30.38 40.50 50.63 60.75 70.88 81.00 91.13 I 6O"x60" 2500 37.50 5000 62.50 75.00 87.50 100.00 112.50 I INTERPOLATION PERMITTED i VALUES ARE IN DECIMAL FEET I IFe I ~ ALUMINUM STRUCTURES MASTER PLAN ] l 143 I E~IG, He. @ COPYRIGHT AL, INC. 1994 I ~SOLA TED Fo6T~N~ CHAL4USJ ~') ./ :.1 .1 :~ ..',,t in, "'j "'l' i' ~ :; , , 1 "'--1 I .l.I 1"" :~ ;;) j ~'~::--';;..~,)