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<br />ATTACHED ALUMINUM COVERS <br /> <br />- - <br />TABLE 4 <br /> <br />continued <br /> <br />--- <br /> <br />3"x 3"xO.040" ROLL FORM* <br />10'-0" 2,381 132 108 99 74 43 <br />11'-8" 1,786 99 81 74 56 33 <br />13'--4" 1,389 77 63 58 43 25 <br />15'-0" 1,042 58 47 43 33 19 <br />3"x 3"XO.0I0" ROLL FORII* <br />11'-0" 3,600 200 164 150 113 65 <br />12'-1 A" 2,700 150 123 113 84 50 <br />14'-8" 2,100 117 95 88 66 38 <br />16'-6" 1,575 88 73 66 32 29 <br />3"x 3"XO.O&O" SCALLOPED OR FLUTED EXTRUSION 1063 T-S ALLOY <br />11'-10" 3,408 189 155 142 107 62 <br />13'-10" 2,556 142 116 107 80 46 <br />15'-10" 1,988 106 87 80 62 35 <br />17'-10" 1,491 83 68 62 47 27 <br />3"x 3"x O.IO"TUBE EXTRUSION 6063 T-6 ALLOY <br />11'.10" 5,184 288 236 216 162 94 <br />13'.10" 3,888 216 177 162 122 71 <br />15'.10" 3,024 168 137 126 95 55 <br />17'-10" 2,268 126 103 95 71 41 <br />3"x 3"x O.125"TUBE EXTRUSION 6063 T-6 ALLOY <br />13'-9" 6,912 384 314 288 216 126 <br />16'-1" 5,184 288 236 216 162 94 <br />18'--4" 4,032 224 183 168 126 73 <br />20'-7" 3,024 168 137 126 95 55 <br />4"x 4"x O.125"TUBE EXTRUSION 6063T-6 ALLOY <br />15'-9" 9,312 517 423 388 291 169 <br />18'-5" 6,984 388 317 291 218 127 <br />21'-0" 5,432 302 247 226 170 99 <br />23'-8" 4,074 226 185 170 127 74 <br />· AllOl' 3105 H16 <br />1. THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN, <br /> <br />TABLE 5 <br /> <br />ISOLATED FOOTINGS <br /> <br />MAXIMUM ROOF AREA IN SF FOR CARPORT POST WI ISOLATED FOOTING <br />UPLIFT LOADS FOR BELOW LISTED WIND VELOCITY <br />FOOTING TYPE a SI2E 100 MPH 110 MPH 120 MPH <br />POURED CONCRETE <br />1'-o"X 1'-o"X 1'-0" 29 25 21 <br />l'-4"X 1'-4"X 1'-4" 86 72 61 <br />1'-S"X 1'-6"X 2'-0" 163 136 116 <br />1'-8"X l'.S"X 2'-0" 187 156 134 <br />1'-8")( 1 '-8"X 2'-6" 275 229 196 <br />2'-o"X 2'-o"X 2'-0" 346 288 257 <br />2'-S"X 2'-6"X 2'-S" 463 386 331 <br />PRE-CAST SLAB WI 80# SACK-CRETE <br />1& BACKFILL OVER SLAB <br />l'-4"X l'.4"X 2'-4" 117 97 56 <br /> <br />LAWRENCE E. BENNETT, P.E. <br />ovn.. ENGINEBR &: DEVELoPMENT CONSUlTANT <br />P. O. BOX 4368 SOUTH ~YTONA. Fl 32121: <br />PHONE 1 (904) 767-4n<4 <br />FAX II 1 (904) 767.6556 <br /> <br />~ <br /> <br />o COPYRIGHT. 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN ~AT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />3 <br />52 <br />