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<br />ATTACHED ALUMINUM COVERS <br /> <br /> <br />BlE 4 <br />ontinued <br /> <br />3"x ::."xO.040" ROLL FORM. <br />10'.,-0" <br />11'., '-8" <br />1 3'.'-4" <br />15'., -0" <br />3"x :~"xO.060" ROLL FORM. <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 ::I"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 :l"x O.90"TUBE EXTRUSION 6063 T-6 ALLOY <br />11'-10" 5,184 <br />13'-10" 3888 <br />15'-10" 3:024 <br />17'-10" 2,268 <br />3"x:I"x 0.125"TUBE EXTRUSION 6063 T-6 ALLOY <br />13'--9" 6912 <br />16'.,-1" 5' 184 <br />18'-'-4" 4'032 <br />20'- -.7" 3:024 <br />4"x :a"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 />· Al LO( 3105 H16 . <br />1 . T~ IE 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 />I, BlE 5 <br />l <br /> <br />ISOLATED FOOTINGS <br /> <br />MAXIMUM ROOF AREA IN SF FOR CARPORT POST W/ISOLATED FOOTING " <br />UPLIFT LOADS FOR BELOW LISTED WIND VELOCITY <br />FOOTING TYPE & SIZE 100 MPH 110 MPH 120 MPH <br />POUI,lED CONCRETE <br />, '-o"X 1'-0"X 1 '-0" 29 25 21 <br />1'-4"X 1'-4"X 1'-4" 86 72 61 <br />1'-S"X 1 '-6"X 2'-0" 163 136 116 <br />"-8"X 1 '-8"X 2'-0" 187 156 134 <br />,'-a"X 1'-8"X 2'-6" 275 229 196 <br />2'-o"X 2'-0"X 2'-0" 346 288 257 <br />,2'-S"X 2'-S"X 2'-6" 463 386 331 <br />PRE. CAST SLAB WI 80' SACK-CRETE <br />& BJli CKFILL OVER SLAB <br />1 '-4"X 1 '-4"X 2'-4" 117 97 56 <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 />LAWRENCE E. BENNETT, P.E. <br />CIVIL ENGINEER & DEVELOPMENT CONSULTANT <br />P. O. BOX 4368 SOUTH DAYTONA. FL 32121 <br />PHClHe 1 (904) 767.4774 <br />FAX , 1 (904) 767-6556 <br /> <br />"-...I <br /> <br />o COi'YRIGHT, 1996 <br />NOT' :) BE REPRODUCED IN WHOLE OR IN W,RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br />3 <br />52 <br /> <br /> <br />. . <br />