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<br />SCl~EIEINlIED IENClOlSUfFtES: SCRIEEN I ViNYL WALLS AND SOlLlD COlVER <br /> <br />-- <br /> <br />T"""t3LE 4: MAX, ROOF AREA FOR ALUMINUM CARPORT/OPEN BUILDING POST <br />FOR ALLOWABLE ROOF AREA USE "AREA" = S x (W/2 + O.H.) <br />EXAMPLE: "S"= 7' , W = 12', & O.H. += 2' THUS: "AREA" = 56 SF <br />F 05T TYPE MAX ALLOWABLE ROOF AREA IN SQUARE F~ET <br />LIVE + DEAD LOAD WIND LOADS <br />55#/SF 22#/SF 100 MPH 110 MPH 120 <br /> <br />t....l.t,X. HGT. @ MAX. LOAD IN # <br />~:"x 3"x 0.040" ROLL FORMED n <br />8'- 0" 7,200 <br />10'- 0" 5,500 <br />12' - 0" 4,700 <br />~:"x 3"x 0,060" ROLL FORMED n <br />8'- 6" 7,500 <br />10'- 0" 6,000 <br />12' - 0" 5,200 <br />,:,")( 3"x 0.060" SCALLOPED * <br />11'-10" 8,640 <br />14'- 0" 7,330 <br />16'- 0" 6,120 <br />::"x 3"x 0.90" TUBE * <br />11' -10" 1 2,960 <br />14'- 0" 11,070 <br />16'- 0" 9,180 <br />2," x 3"x 0.125" TUBE * <br />13'- 3" 13,500 <br />14'- 0" 12,000 <br />16'- 0" 8,000 <br />LI"x 4"x 0.125" TUBE * <br />15' - 9" 23,280 <br />18' - 0" 20,712 <br />20' - 0" 18,430 <br />. ALLOY 6063 T-6 <br />.. ALLOY 3105 H16 <br />1, THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN, <br /> <br />TABLE 5: ISOLA TED FOOTINGS <br />tvlAXIMUM ROOF AREA IN SF FOR CARPORT POST W/ ISOLATED FOOTII\JG <br />FOR BELOW LISTED WIND VELOCITY UPLIFT LOADS <br />100 MPH 11 0 MPH 120 MPH <br /> <br />131 <br />100 <br />85 <br /> <br />136 <br />109 <br />95 <br /> <br />157 <br />133 <br />111 <br /> <br />.236 <br />201 <br />167 <br /> <br />245 <br />218 <br />145 <br /> <br />423 <br />376 <br />335 <br /> <br />FOOTING TYPE & SIZE <br />POURED CONCRETE <br />l'-O"X 1'-O"X 1'-0" 29 <br />1'-4"X 1'-4"X 1'-4" 86 <br />l'-6"X 1'-6"X 2'-0" 163 <br />1'--.8"X 1'-8"X 2'-0" 187 <br />1'-8"X 1'-8"X 2'-6" 275 <br />~'-O"X 2'-0"X 2'-0" 346 <br />~'-6"X 2'-6"X 2'-6" 463 <br />F I~E-CAST SLAB wi 80# SACK-CRETE <br />1'--4"X 1'-4"X 2'-4" 117 <br /> <br />327 <br />250 <br />213 <br /> <br />450 <br />343 <br />294 <br /> <br />360 <br />275 <br />235 <br /> <br />375 <br />300 <br />235 <br /> <br />432 <br />366 <br />306 <br /> <br />648 <br />554 <br />459 <br /> <br />675 <br />600 <br />400 <br /> <br />1,164 <br />1,034 <br />922 <br /> <br />21 <br />61 <br />116 <br />134 <br />196 <br />257 <br />331 <br /> <br />SLAB <br /> <br />,--"" <br /> <br />MPH <br /> <br />300 <br />229 <br />196 <br /> <br />312 <br />250 <br />216 <br /> <br />360 <br />305 <br />255 <br /> <br />540 <br />461 <br />383 <br /> <br />563 <br />500 <br />333 <br /> <br />970 <br />863 <br />768 <br /> <br />'----' <br /> <br />341 <br />273 <br />236 <br /> <br />469 <br />375 <br />325 <br /> <br />56 <br /> <br />[b&1W[]"@uu@@ @:c []3@ouou@~U\J l?C@:C <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P.O. BOX 4369 S, DAYTONA, FLORIDA 32121-4368 <br />PHONE: (904) 767-4774 <br />FAX: (904) 767-6556 <br /> <br />392 <br />333 <br />278 <br /> <br />540 <br />458 <br />382 <br /> <br />.../' <br /> <br />~'COPYRIGHT, 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />SECTION: 2 <br />PAGE: ~~~~2 <br /> <br />589 <br />503 <br />417 <br /> <br />810 <br />691 <br />574 <br /> <br />614 <br />545 <br />364 <br /> <br />844 <br />750 <br />500 <br /> <br />1,058 <br />941 <br />838 <br /> <br />1,455 <br />1,294 <br />1,152 <br /> <br />25 <br />72 <br />136 <br />156 <br />229 <br />288 <br />386 <br />& BACKFILL OVER <br />97 <br /> <br />-34- <br />