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<br />ATTAcHEO ALUMINUM CoVEhs <br /> <br />TABLE 4 <br /> <br />.. "\ -t <br /> <br />MAX. ROOF Af :1\ FOR ALUMINUM t'OST FOR CARt'ORTS & <br />OPEN BU,LnlN '8 <br /> <br />Fon ALLOWABLE ROOF AREA U' '= "ARl::A" = S x (W/2 + a.H.) <br />l::XAMPLE: "S"= 7' , W =12', & 0.11 += 2'THUs: "AnEA" = 56 SF <br /> <br />MAX. ALLOWABLE ROOF ARl::A IN SOU/UtE t=I::ET <br />WII\lD LOAD(MPH) Or=l L1Vl:: -4- Dl::AD LOAD(t1ISF) <br />100/10 110/22 120/24 125/32 164/55 <br /> <br />POS r TYPl:: <br />MAX HGT @ MAX LOAD IN H <br />3:'x 3::xO.040:; ROLiFoRM' <br />10.-.0. <br />, 1.--0.. <br />13-t!"" <br />15.~0.. <br />3"x 3"xO.060.' hoLl FORM' <br />1 '.---0.' 3,600 200 164 <br />1 :t-l0. 2.700 150 '23 <br />1-1.--8'. 2.100 117 95 <br />1(1.-6.. 1,575 88 73 <br />3"x 3"xO.000" SCAllOPED OR FLUTED EXTRUSioN 60631-6 ALLOY <br />n.-i{E~ 3.408 189 155 <br />I:r-=-fo.. 2,556 142 116 <br />15'-10. 1,988 106 87 <br />1 7. - 10'. 1,-1 q 1 83 60 <br />3"x 3"x 0.90"TUBE EXTRUSiON 60631-6 AllOY <br />11'-10.. 5.184 <br />13.-10.. 3.BBf) <br />15.-10.. 3,02-1 <br />17.-10.. 2,260 <br />3"x 3"x 0.125"TUBE EXTRUSION 6063 T-6 ALLOY <br />13"--9.. 6,912 <br />1(3"-- 1"' 5,184 <br />18'--4'. 4.032 <br />2()"--7"" 3,024 <br />It"x 4")( 0.125"TUBE EXTnusloN 6063 T-6 AllOY <br />15.--!J" '" 9,312 <br />18.--5.. 6.984 <br />21' --0. 5,432 <br />23"-8'. ",074 <br />. ALLOY 3105 HI6 <br />I, THE SMALLER noO/:: AREA OF LIVE + DEAD LOAD AND WIND LOAD Sf-tALL GOVERN. <br /> <br />2,30 , <br />1.786 <br />1.309 <br />1,042 <br /> <br />1:12 <br />99 <br />77 <br />58 <br /> <br />288 <br />216 <br />168 <br />126 <br /> <br />384 <br />200 <br />224 <br />168 <br /> <br />517 <br />380 <br />302 <br />226 <br /> <br />TABLE 5 <br /> <br />IsolA TED FOOTINGS <br /> <br />108 <br />81 <br />63 <br />47 <br /> <br />236 <br />177 <br />137 <br />103 <br /> <br />314 <br />236. <br />183. <br />f37 <br /> <br />423 <br />317 <br />247 <br />185 <br /> <br />99 <br />74 <br />58 <br />43 <br /> <br />150 <br />ff3 <br />00 <br />66 <br /> <br />f42 <br />f07 <br />00 <br />62 <br /> <br />2f6 <br />162 <br />126 <br />95 <br /> <br />280 <br />216 <br />160 <br />126 <br /> <br />308 <br />291 <br />226 <br />170 <br /> <br />74 <br />56 <br />43 <br />33 <br /> <br />43 <br />33 <br />25 <br />19 <br /> <br />f 13 65 <br />84 50 <br />66 30 <br />32 29 <br /> <br />107 62 <br />80 46 <br />62 35 <br />"7 27 <br /> <br />f62 94 <br />122 71 <br />95 55 <br />71 4 f <br /> <br />216 126 <br />162 94 <br />126 73 <br />95 55 <br /> <br />291 169 <br />210 127 <br />f70 99 <br />127 74 <br /> <br />MAXIMUM f100F AREA IN SF t=OR CARPOf1T POST WI IsolATED FOOTING <br />Upl. l ,It ' FOR BELOW LISTED wtNo Vi:loctrv <br />1FT 01-\OS <br />FOOTING TYPE & SIZE 100 MPH 110 MPH 120 MPH <br />POURED CONCRETE <br />1'-O..X 1'-o"x 1'-0.. 29 25 2f <br />1'-4..X I'-".'X 1'-4.. 06 72 61 <br />1'-6.'X 1'-6"X2'-0" 163 136 116 <br />1"-8"X 1'.8"X 2'-0" f 87 156 134 <br />1'-8..X 1'-O.'X 2'-6.' 275 229 196 <br />2.-0'.X 2'.0"X 2'-0.' 3'16 200 257 <br />2'-6.'X 2'-6"X 2'-6.' 463 386 331 <br />PRE-CAST SLAB WI 80" SAck-CRETE <br />& BACKFIll OVER SLAB <br />f'-4"Xf'-4"X2'.4" 117 97 56 <br /> <br />LAwltENct J~, Ut~NNI~tT, ".E, <br />nV11. I'.NnlNEER .\ IllivEl.OrMI'Nl r(lN~IJI:tANl <br />r 0 (lOX ~:1G" SOI/1l/ DAYTONA. fl32t;>I <br />r'IC"/r , (<YJ4) 7r1].HH <br />....o, . , trV\A' 1f":7.nr.r:n <br />