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<br />TABL-e 4 <br />continued <br /> <br />ATTACHED ALUMINUM COVERS <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.060" ROLL FORM. <br />11'-0" 3,600 200 164 150 113 65 <br />12'-10" 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.060" SCALLOPED OR FLUTED EXTRUSION 6063 T-6 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 />1 7' -1 0" 1,491 83 68 62 47 27 <br />3"x 3"x O.90"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 />1 7' -1 0" 2,268 126 103 95 71 41 <br />3"x 3"x 0.125"TUBE EXTRUSION 6063 T-6 ALLOY <br />13'-9" 6,912 384 314 288 ;~16 126 <br />16'-1" 5,184 288 236 216 i'62 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 0.125"TUBE EXTRUSION 6063 T-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'-S" 4,074 226 185 170 127 74 <br />. ALLor 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 />UPLIFT LOADS <br />FOOTING TYPE & SIZE <br />POURED CONCRETE <br />1'-0"X 1 '-O"X 1'-0" <br />1'-4"X 1'-4"X 1'-4" <br />1'-6"X 1 '-6"X 2'-0" <br />1'-S"X 1'-S"X 2'-0" <br />l' -8"X l' -8"X 2'-6" <br />2'-O"X 2'-O"X 2'-0" <br />2'-6"X 2'-6"X 2'-6" <br />PRE-CAST SLAB WI 80# SACK-CRETE <br />& BACKFILL OVER SLAB <br />1'-4"X 1'-4"X 2'-4" <br /> <br />MAXIMUM ROOF AREA IN SF FOR CARPORT POST WI ISOLATED FOOTING <br />FOR BELOW LISTED WIND VELOCITY <br />100 MPH 110 MPH 120 MPH <br /> <br />29 25 21 <br />86 72 61 <br />163 136 116 <br />187 156 134 <br />275 229 196 <br />346 288 257 <br />463 386 331 <br />117 97 56 <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIL ENGINEER 8< DEVELOPMENT CONSUlrANT <br />P. O. BOX 4368 SOUTH DAYTONA. FL 32121 <br />PHONE 1 (904) 767.4774 <br />FAX # 1 (004) 767-6556 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN Fl\RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. PE. <br /> <br />3 <br />52 <br />