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<br />ATTACHED ALUMINUM COVERS <br /> <br />TABLE 4 <br /> <br />MAX. ROOF AF :A FOtl ALUMINUM POST FOR CARPORTS & <br />OPEN BUILDIN ~S <br /> <br />FOR ALLOWABLE ROOF AREA U' F:: "AREA" = S x (W/2 + o.H,) <br />EXAMPLE: "S"= 7' , W = 12', & O,H += 2'THUS: "AREA" = 56 SF <br /> <br />MAX. ALLOWABLE ROOF AREA IN SQUARE FEEt <br />WIND LOAD(MPH) OR LIVE + DEAD LOAD(HISF) <br />100/1a 110/22 120/24 125/32 164/55 <br /> <br />POST TYPE <br />MAX HGT @ MAX LOAD IN # <br />--. --- -. -- --- _._- <br />3"x 3"xO.040" ROll FORM. <br />10'-0" <br />11'-8" <br />13'-4" <br />15'-0" <br />3"x 3"xO.060" ROLL FORM. <br />11'-0" 3,600 200 164 <br />12'-10" 2,700 150 123 <br />14'-8" 2,100 117 95 <br />16'-6" 1,575 88 73 <br />3:'x...a::.xo.060" SCALLoPED OR FLUTED. t:X.'..R.. .U. SloN 6063 T-6 ALLOY <br />Cu'-lQ::) ._~,~Qe) 189 155 <br />13':fo" . 2,556 142 116 <br />15'-10" 1,988 106 87 <br />17'-10" 1,491 83 68 <br />3"x 3"x 0.90"TUBE EXTRUSION 6063 T-6 ALLOY <br />11'-10" 5,184 <br />13'-10" 3,888 <br />15'.10" 3,024 <br />17'-10" 2,268 <br />3"x 3"x 0.125" TUBE EXTRUSION 6063 T-6 AllOY <br />13'-9" 6,912 <br />16'-1" 5,184 <br />18'-4" 4,032 <br />20'-7" 3,024 <br />4"x 4"x 0.125"TUBE EXTRUSION 6063 T-6 AllOY <br />15'-9" 9,312 <br />18'-5" 6,984 <br />21'-0" 5,432 <br />23'-8" 4,074 <br />. ALl(]( 3105 H16 <br />1, THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN. <br /> <br />2,381 <br />1,786 <br />1,389 <br />1,042 <br /> <br />132 <br />99 <br />77 <br />58 <br /> <br />288 <br />216 <br />168 <br />126 <br /> <br />384 <br />288 <br />224 <br />168 <br /> <br />517 <br />388 <br />302 <br />226 <br /> <br />- <br /> <br />TABLE 5 <br /> <br />ISOLATED 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 />137 <br /> <br />423 <br />317 <br />247 <br />185 <br /> <br />99 <br />74 <br />58 <br />43 <br /> <br />150 <br />113 <br />88 <br />66 <br /> <br />142 <br />107 <br />80 <br />62 <br /> <br />216 <br />162 <br />126 <br />95 <br /> <br />288 <br />216 <br />168 <br />126 <br /> <br />388 <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 />113 65 <br />84 50 <br />66 38 <br />32 29 <br /> <br />107 62 <br />80 46 <br />62 35 <br />47 27 <br /> <br />162 94 <br />122 71 <br />95 55 <br />71 41 <br /> <br />216 126 <br />162 94 <br />126 73 <br />95 55 <br /> <br />291 169 <br />218 127 <br />170 99 <br />127 74 <br /> <br />MAXIMUM ROOF AREA IN SF FOR CARPORT POST WI ISOLATED FOOTING <br />L FOR BELOW LISTED WIND VELOCITY <br />UPLIFT OADS <br />FOOTING TYPE & SIZE 100 MPH 110 MPH 120 MPH <br />POURED CONCRETE <br />1'-0"X 1'-0"X 1'-0" 29 25 21 <br />l'-4"X l'-4"X 1'-4" 86 72 61 <br />l'-6"X l'-6"X 2'-0" 163 136 116 <br />1'-8"X 1'-8"X 2'-0" 187 156 134 <br />l'-8"X l'-8"X 2'-6" 275 229 196 <br />2'-0"X 2'-0"X 2'-0" 346 288 257 <br />2'-6"X 2'-6"X 2'-6" 463 386 331 <br />PRE-CAST SLAB WI 801 SACK-CRETE <br />& BACKFill OVER SLAB <br />l'-4"X1'-4"X2'-4" 117 97 56 <br /> <br />LAWnENCF, E. Bl!;NNETT, P.E. <br />CIVIL ENGINEER .\ DEVELOrMrNT CONsuttANT <br />p. 0, BOX 4:369 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (004) 767.4774 <br />rAX W 1 (904) 767-6556 <br /> <br />t't~ ' <br />