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<br />ATTACHED ALUMINUM COVERS <br /> <br /> <br />ISLE 4 <br />ontinued <br /> <br />" <br />3"x 3"xO.040" ROLL FORMa <br />10'. ,-0" <br />11'.-8" <br />13'.-4" <br />15'.-0" <br />3"x :3"xO.060" ROLL FORMa <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 :1"xO.060" SCALLOPED OR FLUTED EXTRUSION 6063 T-6 ALLOY <br />11'. 10" 3,408 189 155 <br />13'.10" 2,556 142 116 <br />15'.10" 1,988 106 87 <br />17"'10" 1,491 83 68 <br />3"x )"x O.90"TUBE EXTRUSION 6063 T-6 ALLOY <br />11'. 1 0" 5, 1 84 <br />13'.10" 3,888 <br />15'. jO" 3,024 <br />1~1~ 2~~ <br />3"x ]"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:~"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 />· AU.Of 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 />108 <br />81 <br />63 <br />47 <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 />288 <br />216 <br />168 <br />126 <br /> <br />236 <br />177 <br />137 <br />103 <br /> <br />216 <br />162 <br />126 <br />95 <br /> <br />384 <br />288 <br />224 <br />168 <br /> <br />314 <br />236 <br />183 <br />137 <br /> <br />288 <br />216 <br />168 <br />126 <br /> <br />517 <br />388 <br />302 <br />226 <br /> <br />423 <br />317 <br />247 <br />185 <br /> <br />388 <br />291 <br />226 <br />170 <br /> <br /> <br />, <br /> <br />BlE 5 <br /> <br />ISOLATED FOOTINGS <br /> <br />i <br />MAXIMUM ROOF AREA IN SF FOR CARPORT POST W/ISOLATED FOOTING .. <br />UPUFT LOADS FOR BELOW LISTED WIND VELOCITY <br /> <br />FOOTING TYPE & SIZE 100 MPH 110 MPH 120 MPH <br />POUli4ED CONCRETE <br />l'-o"X 1'-0"X 1'-0" <br />1'-4"X 1'-4"X 1'-4" <br />1'-S"X 1'-6"X 2'-0" <br />"-8"X 1'-8"X 2'-0" <br />"-8"X l' -8"X 2'-6" <br />2' -o"X 2' -O"X 2'-0" <br />2' -S"X 2' -6"X 2'-6" <br />PRE.,CAST SLAB WI 80' SACK-CRETE <br />& Bi'l CKFILL OVER SLAB <br />,'-4"X 1'-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 />ClVIL ENGINEER & DEVELOPMENT CONSUlXANT <br />P. O. BOX 4368 SOUTH DAYTONA. FL 32121 <br />PHONE 1 (904) 767-4n4 <br />FAX . 1 (904) 767-6556 <br /> <br />74 <br />56 <br />43 <br />33 <br /> <br /> J <br />43 <br />33 <br />25 <br />19 <br />65 <br />50 <br />38 <br />29 <br />62 <br />46 <br />35 <br />27 <br />94 <br />71 <br />55 <br />41 <br />126 <br />94 <br />73 <br />55 <br />169 <br />127 <br />99 ..J <br />74 <br /> <br />113 <br />84 <br />66 <br />32 <br /> <br />107 <br />80 <br />62 <br />47 <br /> <br />162 <br />122 <br />95 <br />71 <br /> <br />216 <br />162 <br />126 <br />95 <br /> <br />291 <br />218 <br />170 <br />127 <br /> <br />~ <br /> <br />o COf"YRIGHT. 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN fll.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br />3 <br />52 <br /> <br />