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<br />. ATTAchEO ALUMINUM COVEhS <br /> <br />TABLE 4 <br /> <br />.. "\ .. <br /> <br />MAX. ROOF Ar :A FOR ALUMINUM POST FOn CARPORTS & <br />OPEN BUllnfN :S <br /> <br />Fan ALLOWABLE noor AnE^ Lt' '= "AnEA" = S x (W/2 .t. nit) <br />EXAMPLE: "S"= 7' , W = 12'. & 0.11 += 2'T,.,US: "AFtEA" = 56 SF <br /> <br />MAX. ALLoWABLE ROOF ARt:A IN saUAnt: t'=t:t:t <br />Pus, I YPE WII\jU LOAb(MPt ') on LIVE -t. bEAD LOAlJ(H/sr-) <br />MAX HGT @ MAX lOAD IN" 1oo/io 110/22 i20/2" i25/3~ "64/55 <br /> <br />"- - ..-._--- <br />3")( 3")(0.040" nall FORM" <br />10'--0" 2,30 I 1:12 '00 99 74 43 <br />11' --0.' 1.706 99 8 I 74 56 33 <br />13-tf" 1.309 77 63 58 43 25 <br />15'-0" 1 ,042 58 47 43 33 19 <br />3"x 3")(0.060" ROll FORM. <br />11' -- 0" 3,600 200 154 150 113 65 <br />12'-10" 2.700 150 123 113 84 50 <br />14'-- 0" 2,100 117 95 88 66 38 <br />1(i'-6" t ,5 75 S8 73 66 32 29 <br />:}"x :}")(O,060" SCAllOPED OR FLUTED EXTRUSIoN G06:} T-6 AllOY <br />i'-Ht:~ 3.408 189 155 142 107 62 <br />-'r:r:Tc}"" 2,556 142 lI6 107 80 46 <br />15'.10" 1,90B t06 87 80 62 35 <br />17'-10" 1 ,'1!1 1 8:1 68 62 47 27 <br />3"x 3")( O,90'"TUBE EXTRUSION GOG3 T-6 Alloy <br />11'.'0" 5,18'1 288 236 216 162 94 <br />13'.10" 3,880 216 177 162 122 71 <br />15'.10" 3,024 168 137 126 95 55 <br />t 7'.10" 2.260 126 t03 95 71 4 , <br />3")( 3")( 0_'25"TUBE EXTRUSION 60G:} T-6 AllOY <br />13'-9" 6,912 384 314 288 216 126 <br />16'---1"' 5,184 288 236 ' 216 162 94 <br />lB'--"'- ",032 224 183' 168 126 73 <br />?O' --7'" 3,024 168 137 126 95 55 <br />4")( 4")( 0.125"TUBE EXTRUS'oN 6063 T-G Alloy <br />, 5'.--9" ,. 9,312 517 423 388 291 169 <br />18'--5" G,984 388 317 291 218 127 <br />21" -0" 5,432 302 247 226 170 99 <br />23'-0" ",074 226 185 170 127 74 <br />. ALL(J( 3105 1116 <br />,. HIE SMALLER nOOF AREA OF LIVE, DEAD LOAD AND WINO lOAD SHALL GOVERN, <br /> <br />lA.BlE 5 <br /> <br />IsolATED FOOTINGS <br /> <br />MAXIMUM ROOF AREA IN SF FOR CARPORT POST WI ISOlATED FOOTING <br />U l l . FOR BELOW USTt:D WIND VElocity <br />P 1FT OAOS <br />FOOTING TYPE & SIZE 100 MPH 110 MpH i20 MpH <br />PounED CONCRETE <br />1'.O"X 1'.0"X 1'-0" 29 25 21 <br />l'-""X 1'.""X 1'."" 06 72 6' <br />1'.6"X 1'.6"X 2'.0" '63 136 116 <br />1'.S"X 1'.8"X 2'.0" 187 t56 134 <br />!".8"X !"-8"X 2'.6" 275 229 196 <br />2'-0"X 2'.0"X 2'-0" 346 28B 257 <br />2'.6"X 2'-6"X 2'.6" 463 386 33' <br />PRE-CAST SLAB WI eo, SACK-CRETE <br />& BACKFIll OVER SLAB <br />".4"X ".4"X 2'-4" 1t7 97 56 <br /> <br />LA WItENct~ I~. tl t~NNI~tt, tl.t~. <br />CIVil. 1'.NnItWt;1l .\ IJI\VEI,otMI'Nr f.ON:<:'J11ANl <br />po. BOX ~:1ti9 sOI/TlI DAYTONA, rL n'2' <br />rlle'flr , (..,41 767-HH <br />...... f """A' 7r.7nr:r.n <br />