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<br />SECTION 2 <br /> <br />ATTACHED & FHEEST ANDING COVERS AND UTILITY SHEDS <br /> <br />Table 2. <br /> <br />Schedule of Post to Beam Size and Number of Tluu-Bolts Required <br />AIt""illlll" 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 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=O+Ya" <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 />Existing Slab on Grade wit <br />reinforcement <br /> <br />It., 65: ~ <br /> <br />Isolated Footing <br />Dimensions" <br />1'.0" x 1'.0" x 1'.0" <br />1'-4" x 1'-4" x 1'-4" <br />1'-6" x 1'.6" x 1'.6" <br />1'.8" x 1'.8" x 2'..0" <br />1'.8" x 1'.8" x 2'.6" <br />2'-0" x 2'.0" x 2'.0" <br />2'.0" x 2'-0" x 2'.6" <br />2'-6" x 2'.6" x 2'.6" <br />2'.6" x 2'-6" x 3'.0" <br />"Notes: <br />Isolated Footing is a poured concrete rectMgular solid (Length x Width x Depth) <br />Slab on grade must be new or in good condition. <br /> <br />Uplift <br />Rating # <br />520 <br />1000 <br />1320 <br />2040 <br />2540 <br />2640 <br />3300 <br />4000 <br />4800 <br /> <br />Maximum Attributable Roof Area In Square Feet <br /> <br />30 <br />59 <br />77 <br />120 <br />150 <br />155 <br />194 <br />270 <br />324 <br /> <br />26 <br />50 <br />66 <br />102 <br />t27 <br />132 <br />165 <br />230 <br />276 <br /> <br /> <br />22 <br /> <br />. 57 <br />89 <br />111 <br />115 <br />143 <br />200 <br />240 <br /> <br />20 <br />38 <br />51 <br />78 <br />98 <br />102 <br />127 <br />177 <br />212 <br /> <br />16 <br />31 <br />41 <br />64 <br />80 <br />83 <br />103 <br />144 <br />172 <br /> <br />(1) 80# Bag <br />(1) 80# Bag <br />(1) 80# Bag <br /> <br />rade with 80 ## ba 'e. 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 />CIVIL ENGINEER. DEVEl.OPMENT CONS! II.TANT <br />P.O. BOX 4368, SOUTH DAYTONA. FL 3)171 <br />TELEPHONE (904) 767.4774 <br />FAX (904) 767.6556 <br /> <br />SEAL <br /> <br />72 <br /> <br />PAGE <br /> <br />@ COPynlGHT Hm9 <br />Nor TO AE nErrlODUCFD rN WHOI E on III PARI WIIHOUT lHF wnl r fEN PERMISSION OF LAWRENCE E BENNETT, rE. <br />