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<br />SECTION 2 ATTACHED & FREESTANDING 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 />Beam <br />Size <br /> <br />'2" x 3" Hollow Tilt <br />2" )(4" Hollow fifi 0-;:-2" x 4" x .050" Hollow <br /> <br /> <br />- ,.........---- '...-.------ _ ..-------- <br />: Minimum <br />I P9st Size <br />: 3"x 3"x 0,060" Scalloped <br />I <br />3"x 3"x 0,060" Scallo ed <br /> <br />--- - - #-Thru-Bolts @ L=D+%" <br />----114ii"HU- T -- 3/8" 0 <br />-_ '._____,.. --'0'- <br />2 - <br />-2------ <br /> <br /> <br />n"_~_ x.:.._?.:._~_ 0,120" Self Mating Beam 3"x 3",x, 0.060" Sca oped: 2 <br />2" x 7" x 0.062" x 0.120" Self Mating Beam 13" x 3"'" 0.093" ------------'----- 3 2 <br />2~i~8" x6:072'~~x]:224" Self Mating Bead 3" x 3" x 0.093" ----~-- 3 - 2 <br />2" xS" x 0.072" x 0.224" Self Mating Beam : 3" x 3" x 0.125" -----+------4-- 3 <br />_#.;,- x 9" x6~b7n2" x 0:310" Self Mating Beam I 3" x 3''-x 0.125'.------~--n 4 - 3 <br /> <br />Table 2.4: Isolated Footings - Maximum Roof Area for Carport Posts <br /> <br />Wind Zone = 102 MPH i 110 MPH 120 MPH . 125 MPH <br />Applied Loaa-,;; _-~_-}r~Sq. ft. ----<- _ 20 #/Sq, Ft._' 23 t!!~q. F.!:_~_~f~ISq;_Ft.- <br /> <br />140 MPH <br />32 #/Sq. Ft. <br /> <br />Isolated Footing <br />Dimensions" <br />:P-O" x l' :O"x-F:o-"-~ <br />.--1'-4"-X-T'-=4-"-i1'.4"1 <br />- l' -=6"-x1':.6-"x -- 1 ' _6',+-- <br />-. ---- -.--- . --....-.- <br />1'-8" x 1'-8" x 2'-0" <br />.'- -- -- --. <br />1'-8" x 1'-8" x 2'-6" <br />2'-0" x 2'-0" X 2'-Oit--~--- <br />2'-0" x2'-Oil x 2'-6" ---- <br />2'-6"-x 2':'6"i2'-6" <br />0-------...---- <br />2'-6" x 2'-6" x 3'-0" I <br /> <br />Maximum Attributable Roof Area in Square Feet <br />30 ! 26 I 22 r== 20 - -i---~_ _ ~u--_ ~ <br />;~ i ~~ I ~~ ! ;~ : -----J~----< <br /> <br />---~------ !----- ---t-------------+ -----~--------- - - ---- - <br />~_20 _ __ ~___ ____1 O~__-+______~~___i_____nZ~______ ~4 <br />150 ' 127 . 111 98 80 <br />- - ____ n _---+-_______ ____-:-____ _ _.____~_______+-_- _______ _ ___ _ <br />155 ' 132 +-- 115_ 1 02_ _~3 <br />194 165' 143 127 103 <br />270 230 200 177 +---- 144 <br />324 276 240 212 172 <br /> <br />"Note: <br />Isolated Footing is a poured concrete rectangular solid (Length x Width x Depth). <br /> <br />Dimensions Maximum Att-ributihle'Roof ArealnSquare-Feet <br />1'-4" x 1'-4" x 2'-4" -~_----1-02_-~I__ _~?_ __~_J:~____C-u67__---'- 54 <br /> <br />Pre-cast footing block (16"x16"x4") 24" below grade with 80# bag pre-mix concrete & backfilled to <br />grade. <br /> <br />Lawrence E. Bennett, P,E. <br />CIVL EHG#oEER - DEYE1.0PrENT COHSU. rANT <br />p,o, BOX 4368, SOl1Tli DAYTONA. FL 32121 <br />TEl.EPHOIE (Q0.4) 767-4n4 <br />FAX (Q0.4) 787-8668 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />54 <br /> <br />@ COPYRIGHT 1997 <br />NOT TO BE REPRODUCED N WHOlE OR N PART Wl'l1-IOl1T TIE WRITTEN PERt.ISSION OF LAWRENaO E. BENETT, P.E. <br />