Laserfiche WebLink
<br /> <br />ATTACHED ALUMINUM COVERS <br /> J <br />3"x ::'''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',lO" 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 )"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 />17'.10" 2,268 126 103 95 71 41 <br />3"x :j"x 0.12S"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 '."x 0.12S"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 .J <br />23'..-8" 4.074 226 185 170 127 74 <br />· ALLOf 3105 H16 <br />1. THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN. <br /> <br />I <br />." <br />BlE 5 ' <br />I: <br /> <br />ISOLATED FOOTINGS <br /> <br /> <br />~ <br /> <br />, <br />MAJ<IMUM ROOF AREA IN SF FOR CARPORT POST WI ISOLATED FOOTING <br />FOR BELOW LISTED WIND VELOCITY <br />UPLIFT LOADS <br />FOOTING TYPE & SIZE 100 MPH 110 MPH 120 MPH <br />POli'I;=tED CONCRETE <br />1 '-o"X 1 '-O"X 1'-0" <br />l'-4"X l'-4"X 1'-4" <br />l' -6"X l' -6"X 2'-0" <br />l'-8"X l'-8"X 2'-0" <br />'1 '-8"X l'-8"X 2'-6" <br />2'-o"X 2'-0"X 2'-0" <br />2' -6"X 2' -6"X 2'-6" <br />PRE"CAST SLAB WI 80' SACK-CRETE <br />& B,II CKFILL OVER SLAB <br />l'-4"X l'-4"X 2'-4" <br /> <br />29 <br />86 <br />163 <br />187 <br />275 <br />346 <br />463 <br /> <br />25 <br />72 <br />136 <br />156 <br />229 <br />288 <br />386 <br /> <br />21 <br />61 <br />116 <br />134 <br />196 <br />257 <br />331 <br /> <br />117 <br /> <br />97 <br /> <br />56 <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIl. ENGINEER & DEVELOPMENT CONSUlTANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767.4774 <br />fAX , 1 (904) 767-6556 <br /> <br />'-.../ <br /> <br /> <br />C CC.PYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN Al.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br /> <br />3 <br />52 <br />