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<br />TABLE 3, SCHEDULE OF POST TO- BEAM SIZE & H OF lHRU BOLTS REQUIRED
<br />BEAM SIZE MINIMUM # /THRU BOLTS @ L~ 0 +
<br />POST SIZE 1/4" .3/8"
<br />';:Y'x 3"X 0.05" TILT 3"X S'X 0.06" 5colpd 1
<br />2"X 4"X ODS" TILT .3"X 3"X O.OS'." 1
<br />2"X 4"X 0.044" X 0.12" 5MB 3"X 3"X 0.06"" 2
<br />2"X 4"X 0.044" X 0.15" 5MB 3"X 3"X 0.06"" 2
<br />2"X 6"X 0.044" X 0.12" 5MB 3"X 3"X 0.093 3
<br />2"X 7"X 0.050" X 0.13" 5MB 3"X 3"X 0.093 3
<br />2"X a"x 0.070" X 0.23" 5MB 3"X 3"X 0.125 4
<br />;Z"X g"X 0.070' x 0.23" 5MB J"X .)"X 0.125 4
<br />TABLE 4: MAX. ROOF AREA FOR ALUMINUM CARPORT/OPEN BUILDING
<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 />POST TYPE MAX. ALLOWABLE ROOF AREA IN SQUARE FEU
<br />MAX HGT. @ MAX. LOAD IN # liVE + DEAD lOAD WIND LOADS
<br />3", 3"xO.040' ROLL FORM.. . 55H/SF 22H/SF lOa MPH 110 MPH 120 MPH
<br />8'- 0" 7.200 131 327 450 360 .300
<br />10' - a" 5,500 100 250 343 275 229
<br />12' - 0" 4.700 85 213 294 235 196
<br />3"x 3"xO.060" ROLL FORM.,.... __.
<br />8'- 6" 7,5QO 136 341 469 375 312
<br />10'- 0" 6,OOD 109 273 375 300 250
<br />12'- 0" 5.200 95 236 325 235 216
<br />3"x 3"x9.060" SCALLOPED.
<br />11'-to' 8,040
<br />14'- 0" 7,.330
<br />16'- 0" 6.120
<br />3"x 3"x 0.90" TUBE.
<br />11'-10" 12,960
<br />14'- 0" 11,070
<br />16'- 0" 9,180
<br />3"x 3"x 0.125" TUBE.
<br />1.3'- 3" 13,500
<br />14'- 0" 12,000
<br />16'- 0" 8,000
<br />4"x 4"x 0.125" TUBE'"
<br />15'- 9"" 2.3.280 423 1,058 1,455
<br />18'- 0" 20,712 376 941 1,294
<br />20'- 0" 18,4.30 335 838 1,152
<br />· ALLOY 6063 T-6 ** ALLOY .3105 H16
<br />1. THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD
<br />TABLE 5; ISOLATED FOOTrNGS
<br />MAXIMUM ROOF AREA IN SF FOR CARPORT pas r W/ ISOLA TED FOOTING
<br />FOOTING TYPE AND SIZE FOR BELOW LISTED WIND VELOCITY UPLIFT LOADS
<br />POURED CONCRETE 100 MPH 110 MPH 120 MPH
<br />l'-O"X l'-O"X 1'-0" 29 25 21
<br />l' -4"X l'-4"X 1'-4" 86 72 61
<br />1'-6"X l'-o"x 2'-0" 163 136 116
<br />1'-8"X l'-8"X 2'-0" 187 156 134
<br />1'-a"x 1'-8"X 2'-0" 275 229 196
<br />2'-0"X 2'-0"X 2'-0" 346 288 257
<br />2'-6"X 2'-6"X 2'-6" 463 .386 331
<br />PRE-CAST SLAB W/ 80# SACK-CRETE & BACKF'lLl OVER SLAB
<br />1'-4"X l'-=4"X 2'-4" 117 97
<br />
<br />A TT ACHED ALUMINUM COVERS
<br />
<br />157
<br />133
<br />111
<br />
<br />392
<br />333
<br />278
<br />
<br />540
<br />458
<br />382
<br />
<br />432
<br />366
<br />306
<br />
<br />236
<br />201
<br />167
<br />
<br />589
<br />503
<br />417
<br />
<br />810
<br />691
<br />574
<br />
<br />648
<br />554
<br />459
<br />
<br />245
<br />218
<br />145
<br />
<br />614
<br />545
<br />364
<br />
<br />844
<br />750
<br />500
<br />
<br />675
<br />600
<br />400
<br />
<br />1,164
<br />1,034
<br />922
<br />
<br />!1~Wli'@fiD@@ @., @3@lJOOD@~ (JJ~
<br />CIVIL ENGINEER AND DEVELOPMENT CONSUL TANT
<br />P.O. BOX 4368 S. DAYTONA. FLORIDA 32121-4.368
<br />P/'10NE:: (904) 767-4774
<br />f"AX: (904) 767-6556
<br />
<br />@ COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR: IN PART WiTHOUT WRITTEN
<br />PE:RMISSION FROM LAWRENCE E. BENNETT, P.E.
<br />
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<br />255
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<br />461
<br />.383
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<br />563
<br />500
<br />333
<br />
<br />970
<br />863
<br />768
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<br />SFCTIO~' 3
<br />PAGE: . ~-13
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