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<br />SECTION 2 <br /> <br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />Table 2.3 <br /> <br />Schedule of Post to Beam Size and Number of Thru-Bolts Required <br />Aluminum Alloy 6063 T-6 <br /> <br />Beam <br />Size <br />2" x 3" x 0.050" Hollow Tilt <br />2" x 4" x 0.050" Hollow <br />2" x 4" x 0.038" x 0.100" Self Matln Beam <br />2" x 6" x 0.050" x 0.120" Self Mating Beam <br />2" x 7" x 0.055" x 0.120" Self Matln Beam <br />2" x 8" x 0.072" x 0.224" Self Matln Beam <br />2" x 9" x 0.072" x 0.224" Self Matln Beam <br />2" x 9" x 0.082" x 0.306" Self Matln Beam <br />e minimum number of thru- Its is two (2) <br /> <br />Minimum <br />Post Size <br />3"x 3"x 0.060" Scalloped <br />3"x 3"x 0.080" Scallo <br />3"x 3"x 0.060" Scallo d <br />3"x 3"x 0.060" Scalloped <br />3" x 3" x 0.093" <br />3" x 3" x 0.093" <br />3" x 3" x 0.125" <br />3" x 3" x 0.125" <br /> <br /># Thru-Bolta L-O+y,," <br />114" . 318" . <br />2 <br />2 <br />2 <br />2 <br />3 2 <br />3 2 <br />4 3 <br />4 3 <br /> <br />i , <br /> <br />Table 2 4 <br /> <br />Isolated Footing Uplift <br />Olmensions" Rating # Maximum Attrlbutabla Roof Area In Square Feet <br />1'-0" x 1'-0" x 1'-0" 520 30 26 22 20 16 <br />1'-4" x 1'-4" x 1'-4" 1000 59 50 38 31 <br />1'-6" x 1'-6" x 1'-6" 1320 77 66 57 51 41 <br />1'-6" x 1'-8" x 2'-0" 2040 120 102 89 78 64 <br />1'-8" x 1'-8" x 2'-6" 2540 150 127 111 98 80 <br />2'-0" x 2'-0" x 2'-0" 2640 155 132 115 102 83 <br />2'-0" x 2'-0" x 2'-6" 3300 194 165 143 127 103 <br />2'-6" x 2'-6" x 2'-6" 4000 270 230 200 177 144 <br />2'-6" x 2'-6" x 3'-0" 4800 324 276 240 212 172 <br />"Notes: <br />Isolated Footing is a poured concrete rectangular solid (length x Width x Depth). <br />Slab on grade must be new or in good condition. <br /> <br /> <br />1~ M <br />107 57 <br />112 60 <br /> <br />Lawrence E. Bennett, P.E. <br />CML ENGINEER. DEVELOPMENT CONSULTANT <br />P.O. BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767-4n4 <br />FAX (904) 767-6556 <br /> <br />SEAL <br />PAGE <br /> <br />72 <br /> <br />@ COPYRIGHT 1999 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. <br />