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<br />TABLE 3: SCHEDULE OF POST TO BEAM SIZE & # OF THRU BOLTS REQUIRED <br />BEAM SIZE MINIMUM # /THRU BOLTS @ L= D + 1/2" <br />POST SIZE 1 /4" 3/8" <br />2"X 3"X 0.05" TILT .3"X .3"X 0.06" Scalpd 1 <br />2"X 4"X 0.05" TILT 3"X ,3"X 0.06"" 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 0.09.3 .3 <br />2"X 7"X 0.050" X 0.1.3" 5MB .3"X .3"X 0.09.3 3 <br />2"X 8"X 0.070" X 0.2.3" 5MB .3"X .3"X 0.125 4 <br />2"X 9"X 0.070' x 0.23" 5MB 3"X 3"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 FEET <br />MAX. HGT. @ MAX. LOAD IN # LIVE + DEAD LOAD WIND LOADS <br />3"x 3"xO.040" ROLL FORM** 55#/SF 22#/SF 100 MPH 110 MPH 120 MPH <br />8'- 0" 7,200 131 327 450 360 300 <br />10' - 0" 5,500 100 250 .34.3 275 229 <br />12' - 0" 4,700 85 213 294 235 196 <br />.3"x 3"xO.060" ROLL FORM** <br />8'- 6" 7,500 <br />10'- 0" 6,000 <br />12' - 0" 5,200 <br />3"x 3"xO.060" SCALLOPED* <br />11'-10" 8,640 <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 />13'- 3" 13,500 <br />14'- 0" 12,000 <br />16' - a" 8,000 <br />4"x 4"x 0.125" TUBE* <br />15' - 9". 23,280 423 1,058 1,455 <br />18'- 0" 20,712 .376 941 1,294 <br />20'- 0" 18,4.30 .335 8.38 1,152 <br />* ALLOY 6063 T-6 ** ALLOY .3105 H16 <br />1. THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN. <br />TABLE 5: ISOLA TED FOOTINGS <br />MAXIMUM ROOF AREA IN SF FOR CARPORT POST 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 />1'-O"X 1'-o"x 1'-0" 29 25 21 <br />l'-4"X l'-4"X 1'-4" 86 72 61 <br />1'-6"X 1'-6"X 2'-0" 163 136 116 <br />1'-8"X 1'-8"X 2'-0" 187 156 134 <br />1'-8"X 1'-8"X 2'-6" 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 3.31 <br />PRE-CAST SLAB W/ 80# SACK-CRETE & BACKFILL OVER SLAB <br />1'-4"X 1'-4"X 2'-4" 117 97 <br /> <br />A TT ACHED ALUMiNUM COVERS <br /> <br />1.36 <br />109 <br />95 <br /> <br />341 <br />273 <br />236 <br /> <br />469 <br />375 <br />325 <br /> <br />375 <br />300 <br />235 <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 />2 <br />2 <br />3 <br />3 <br />POST <br /> <br />540 <br />461 <br />383 <br /> <br />970 <br />863 <br />768 <br /> <br />56 <br /> <br />[b@WO'@Qi)@@ 130 w@(jj)Qi)@UUg [;}o@:o <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P.O. BOX 4368 S. DAYTONA, FLORIDA 32121-4368 <br />PHONE: (904) 767-4774 <br />FAX: (904) 767-6556 <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 />~., ~-- <br /> <br />312 <br />250 <br />216 <br /> <br />.360 <br />305 <br />255 <br /> <br />563 <br />500 <br />333 <br /> <br />SECTION: 3 <br />PAGE: 12-13 <br /> <br />('-\ <br />I <br />.....----" <br /> <br />~ <br />1 <br />..... 1 <br />, <br /> <br /> <br />~, <br /> <br />" <br /> <br />ij. <br /> <br />f <br />,~ <br /> <br />;<;) <br /> <br />I'~. <br />'~ <br />:1' <br /> <br />':., <br />.~ <br /> <br />.'1 <br />;. <br />1" <br />i11 <br />f <br /> <br />,-..... <br />../ <br /> <br />