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<br />SECTION 2 A TT ACHED & F~EEST ANDING COVERS AND UTILITY SHEDS <br /> <br />Table 2.3: Schedule of Post to Beam Size and Number of Thru-Bolts Required <br />Aluminum Alloy 6063 T-6 <br /> <br /> <br />Minimum <br /> <br />2" x 4" x 0.038" x 0.100" Self Matin Beam <br />2" x 6" x 0.050" x 0.120" Self Mating Beam <br />I 2" x 7" x 0.055" x 0.120" Self Matin Beam <br />I 2" x 8" x 0.072" x 0.224" Self Mating 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 Matin Beam <br /> <br />3"x 3"x 0.060" Scallo ed <br />3"x 3"x 0.060" Scalloped <br />3" x 3" x 0.093" <br />'4" x 3" x 0.093" <br />3" x 3" x 0.125" <br />3" x 3" x 0.125" <br /> <br />2 <br />2 <br />3 <br />3 <br /> <br />Table 2.4: <br /> <br />Footings - Maximum Roof /vea for Carport Posts <br /> <br /> <br />Wind Zone = <br />A lied Load = <br /> <br /> <br />Existing Slab on G-ade <br />with unknown <br />reinforcement <br /> <br />20 <br /> <br />17 <br /> <br />15 <br /> <br />13 <br /> <br />10 <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 />! l' -6" x l' -6" x l' -6 " <br />! l' -8" x l' -8" x 2' -0 " <br />1 ' -8" x l' -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 rectangular solid (Length x VVidth x Depth). <br />Slab on grade must be new or in good condition. <br /> <br />Maximum Attributable Roof Area in S uare Feet <br />30 26 22 20 16 <br />59 50 43 38 31 <br />77 66 57 51 41 <br />120 102 89 78 64 <br />150 127 111 98 80 <br />155 132 115 102 83 <br />194 165 143 127 103 <br />270 230 200 177 144 <br />324 276 240 212 172 <br /> <br />Pre-Cast Block Footing <br />Pre-cas t footing block ( 16" x 16" x 4" ) at 24" below grade with 80 # bag pre-m ix concrete and <br />backfilled to rade. <br />Dimensions Maximum Attributable Roof Area in Square Feet <br />! 1'-4" x 1'-4" x 2'-4" 102 87 76 67 54 <br /> <br />Lawrence E. Bennett, P.E. <br />CtVl. ENGIEER - DEVELOPMENT CONSl.I. T ANT <br />P.O. BOX 4368, SOUTl-l DAYTONA, FI.. 32121 <br />TB..EPHQtoE (9().4) 767-4n4 <br />FAX (9().4) 767-6556 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />64 <br /> <br />@ COPYRIGHT ,gga <br />NOT TO BE REPROOUCED N WHOlE OR N PART WITHOUT THO WRITTEN PERMSSlON OF LAWRENCE E. BEJoH:TT, PE <br />