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ATTACHED ALUMINUM COVERS TABLE 4 continued 3"x 3"xO,040" ROLL FORM* 10'-0" 2.381 132 108 99 . 74 43 11'-8" 1.786 99 81 74 56 33 13'-4" 1,389 77 63 58 43 25 15'-0" 1,042 58 47 43 33 19 3"x 3"xO,060" ROLL FORM* 11'-0" 3,600 200 164 150 113 65 12'-10" 2,700 150 123 113 84 50 14'-8" 2.100 117 95 88 66 38 16'-6" 1.575 88 73 66 32 29 3"x 3"xO,060" SCALLOPED OR FLUTED EXTRUSION 6063 T-6 ALLOY 11'-10" 3,408 189 155 142 107 62 13'-10" 2,556 142 116 107 80 46 15'-10" 1,988 106 87 80 62 35 17'-10" 1,491 83 68 62 47 27 3"x 3"x O,90"TUBE EXTRUSION 6063 T-6 ALLOY 11'-10" 5,184 288 236 216 162 94 13'-10" 3,888 216 177 162 122 71 15'-10" 3,024 168 137 126 95 55 17' -1 0" 2.268 126 103 95 71 41 3"x 3"x O.12S"TUBE EXTRUSION 6063 T-6 ALLOY 13'-9" 6,912 384 314 288 216 126 16'-1" 5,184 288 236 216 162 94 18'-4" 4,032 224 183 168 126 73 20'-7" 3,024 168 137 126 95 55 4"x 4"x O,12S"TUBE EXTRUSION 6063T-6 ALLOY 15'-9" 9,312 517 423 388 291 169 18'-5" 6,984 388 317 291 218 127 21'-0" 5.432 302 247 226 170 99 23'-8" 4,074 226 185 170 127 74 * ALLOt' 3105 H16 1, THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN, TABLE 5 ISOLATED FOOTINGS. MAXIMUM ROOF AREA IN SF FOR CARPORT POST WI ISOLATED FOOTING UPLIFT LOADS FOR BELOW LISTED WIND VELOCITY FOOTING TYPE & SIZE 100 MPH 110 MPH 120 MPH POURED CONCRETE 1'-0"X 1'-0"X 1'-0" 29 25 21 1'-4"X 1'-4"X 1'-4" 86 72 61 1'-6"X 1'-6"X 2'_0" 163 136 116 1'-8"X 1'-8"X 2'-0" 187 156 134 1'-8"X 1 '-S"X 2'-6" 275 229 196 2'-o"X 2'-0"X 2'-0" 346 288 257 2'-6"X 2'-6"X 2'-6" 463 386 331 PRE-CAST SLAB WI 80' SACK-CRETE & BACKFILL OVER SLAB 1'-4"X l'-4"X 2'-4" 117 97 56 LAWRENCE E. BENNETr, P.E. CIVIL ENGINEER & DEVELOPMENT CONSUlTANT P. O. BOX 4368 SOUTH DAYTONA, FL 32121 PHOHE 1 (904) 767.4774 FAX , 1 (904) 767-6556 C COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN flt.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. 3 52