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<br />SECTION 2 <br /> <br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />~ <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 />e' <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 Mating 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 Mating Beam <br />2" x 8" x 0,072" x 0,224" Self Mating Beam <br />2" x 9" x 0.072" x 0,224" Self Mating Beam <br />2" x 9" x 0,082" x 0,306" Self Mating Beam <br />The minimum number of thru-bolts is two (2) <br /> <br />Minimum <br />Post Size <br />3"x 3"x 0.060" Scalloped <br />3"x 3"x 0.060" Scalloped <br />3"x 3"x 0.060" Scalloped <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 />Table 2,4 <br /> <br /># Thru-Bolts L=D+'I." <br />1/4" " 3/8" " <br />.2 <br />2 <br />2 <br />2 <br />3 2 <br />3 2 <br />4 3 <br />4 3 <br /> <br /> <br />xisting Slab on Grade with unknown <br />reinforcement <br /> <br />Isolated Footing Uplift <br />Dimensions" Rating # Maximum Attributable Roof Area in Square Feet <br />1'~" x 1'~" x 1'~" 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'-8" x 1'-8" x 2'~" 2040 120 102 89 78 64 <br />1'-8" x 1'-8" x 2'-6" 2540 150 127 111 98 80 <br />2'~"x2'~"x2'~" 2640 155 132 115 102 83 <br />2'~" x 2'~" 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'~" 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 />e <br /> <br />(1) 80# Bag <br />(1) 80# Ba <br />(1) 80# Bag <br /> <br />rade with 80 # ba re-mix concrete and backfilled to rade. <br />Maximum Attributable Roof Area in Square Feet <br />102 87 76 67 54 <br />107 91 79 70 57 <br />112 95 83 73 60 <br /> <br />Lawrence E. Bennett, P. E. <br />CML ENGINEER - DEVELOPMENT CONSUL TANT <br />PO. BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767-6556 <br /> <br />SEAL <br /> <br />72 <br /> <br />.e, '/#/,"'il'~;" ~'4'.#'.... <br /> <br />e <br /> <br />P IIGf.: <br /> <br />....;T ..,...;.~ ;,.t;:.:/""";,..r.;~~ -l ...,..........;.=- -~... ~~ vr-....,.....;,_.... -.....,..::: 'Yr:;:".---::::J ;";::~I~.;r_'J -.; _~.'jr,c:J('"";:: : ~~J~,;t::::::-- <br /> <br />:~ <br /> <br />---"'"".~,-"'.-- <br /> <br />~ ~ ... .>. :.. t. ...:.. ,,~>, _.. <br />