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<br />SGI~~ElElNlfED ENiCILOSU~ES: SCRfElEN I VINVL Wi AILLS AND SOLID COVER
<br />
<br />fiJ3L[ 4: MAX, ROOF AREA FOR ALUMINUM CARPORT/OPEN BUILDING POST
<br />i~OR ALLOWABLE ROOF AREA USE "AREA" = S x (W/2 + O.H.)
<br />[XAMPLE: "S"= 7' , W = 12', & O.H, + = 2' THUS: "AREA" = 56 SF
<br />PIIST TYPE MAX ALLOWABLE ROOF AREA IN SQUAF~E FEET
<br />LIVE + DEAD LOAD WIND LOADS
<br />S5#/SF 22#/SF 100 MPH 110 MPH 120
<br />
<br />MIX, HGT, @ MAX, LOAD IN #
<br />3' x 3"x 0,040" ROLL FORMED H
<br />8'- 0" 7,200
<br />10'- 0" 5,500
<br />.' :)' - 0" 4,700
<br />3'" 3"x 0.060" ROLL FORMED *"
<br />8'- 6" 7,500
<br />0' - 0" 6,000
<br />")'- 0" 5,200
<br />3".,; 3"x 0.060" SCALLOPED "
<br />" ]'-10" 8,640
<br />H'- 0" 7,330
<br />11:;'- 0" 6,120
<br />3")( 3" x 0, 90" TU BE"
<br />1'-10" 12,960
<br />',4'- 0" 11,070
<br />'()'- 0" 9,180
<br />3'x 3"x 0,125" TUBE "
<br />'3'- 3" 13,500
<br />.1'- 0" 12,000
<br />'()'- 0" 8,000
<br />4"" 4"x 0,125" TUBE "
<br />j' - 9" 23,280
<br />18'- 0" 20,712
<br />: 0'- 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 />T/,[3LE 5: ISOLA TED FOOTINGS
<br />M\XIMUM ROOF AREA IN SF FOR CARPORT POST W/ ISOLATED FOOTING
<br />FOR BELOW LISTED WIND VELOCITY UPLIFT LOADS
<br />100 MPH 110 MPH 120 MPH
<br />
<br />131
<br />100
<br />85
<br />
<br />136
<br />109
<br />95
<br />
<br />1S7
<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 />FCOTING TYPE & SIZE
<br />PUURED CONCRETE
<br />l'-O"X l'-O"x 1'-0"
<br />l'-4"X 1'-4"X 1'-4"
<br />l'-6"X 1'-6"X 2'-0"
<br />l' -8"X 1'-8"X 2'-0"
<br />l' .. 8" Xl' - 8" X 2' - 6 "
<br />2'-0"X 2'-0"X 2'-0"
<br />2'-6"X 2'-6"X 2'-6"
<br />PRE-CAST SLAB W/ 80#
<br />l' 4"X 1'-4"X 2'-4"
<br />
<br />327
<br />250
<br />213
<br />
<br />341
<br />273
<br />236
<br />
<br />392
<br />333
<br />278
<br />
<br />589
<br />503
<br />417
<br />
<br />614
<br />545
<br />364
<br />
<br />1,058
<br />941
<br />838
<br />
<br />450
<br />343
<br />294
<br />
<br />469
<br />375
<br />32S
<br />
<br />540
<br />458
<br />382
<br />
<br />810
<br />691
<br />574
<br />
<br />844
<br />750
<br />500
<br />
<br />1,455
<br />1,294
<br />1,152
<br />
<br />360
<br />275
<br />235
<br />
<br />375
<br />300
<br />23S
<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 />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 />SACK-CRETE & BACKFILL OVER SLAB
<br />117 97 56
<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 />4.61
<br />383
<br />
<br />563
<br />500
<br />333
<br />
<br />970
<br />863
<br />768
<br />
<br />[b@W([@[jj)@@ ~o m@[jj)[jj)@1J1JD ~ol]:o
<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 />@ ,.:OPYRICliT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN
<br />PERMISSION FROM LAWRENCE E, BENNETT. P,E.
<br />
<br />-34-
<br />
<br />SECTION: :2
<br />
<br />PACE: ~~=t2
<br />
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