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<br />A iT ACIHED ALUMINUM COVERS <br /> <br />TABLE 3: SCHEDULE OF POST TO BEAM SIZE & # OF THRU BOLTS REQUIRED <br />BEAM SIZE MINIMUM # /THRU BOLTS @ L= 0 + 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 0.093 3 <br />2"X 7"x 0.050" X 0.13" 5MB 3"X 3"X 0.093 3 <br />2"X 8"X 0.070" X 0.23" 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' - a" 7,200 131 327 450 360 300 <br />10' - 0" 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" 7,500 <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" 6120 <br />3"x 3"x 0.90" TUBE* <br />11'-10" 12960 <br />14' - a" "'070 <br />16' - a" 9,180 <br />3"x 3"x 0.125" TUBE* <br />13'- 3" 13500 <br />14' - a" 1 i 000 <br />16'- 0" 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" 18,430 335 838 1,152 <br />* ALLOY 6063 T-6 ** ALLOY 3105 H16 <br />1. THE SMALLER ROOF AREA OF LIVE + DEAD LOAD AND WIND LOAD SHALL GOVERN. <br />TABLE 5: ISOLA TED FOOTINGS <br />MAXIMUM ROOF AREA IN SF FOR CARPORT POST W/ ISOLATED FOOTING <br />FOOTING TYPE AND SIZE FOR BELOW LISTED WIND VELOCITY UPLIFT L.OADS <br />POURED CONCRETE 100 MPH 110 MPH 120 MPH <br />1'-O"X 1'-0"X 1'-0" 29 25 21 <br />1'-4"X 1'-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" 463 386 331 <br />PRE-CAST SLAB W/ 80# SACK-CRETE & BACKFILL OVER SLAB <br />1'-4"X 1'-4"X 2'-4" 117 97 <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 />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 />469 <br />375 <br />325 <br /> <br />540 <br />458 <br />382 <br /> <br />810 <br />691 <br />574 <br /> <br />844 <br />750 <br />500 <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 />~ <br /> <br />../' <br /> <br />2 <br />2 <br />3 <br />~S <br />POST <br /> <br />312 <br />250 <br />216 <br /> <br />360 <br />305 <br />255 <br /> <br />540 <br />461 <br />383 <br /> <br />~ <br /> <br />563 <br />500 <br />333 <br /> <br />/' <br /> <br />970 <br />863 <br />768 <br /> <br />56 <br /> <br />[b@W[[@[il)@@ @:o [;3@[il)[il)@~~g !;Jo@: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 />r----. <br /> <br />SECTION: 3 <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 />-52- <br /> <br />PAGE: ~2~~3 <br />