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<br />SECTION 2 <br /> <br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />_IiIDr.-..... Allowable Attributable Roof Area per POI' for Carports, <br />Pallo Covers, and other Open Building. " ALUMINUM POSTS <br /> <br />Aluminum Po.t <br />o <br /> <br />11.1 <br />. 0" <br />.10 <br />1.1 <br /> <br />EXlmpll: <br />Find Roof Area Needed; Are, ... 'A'; Potl SplICing .'S'; Structure Protection := W: <br />A. S:II' (W12 + a.H.); if'S' c T, W. 12'. and O.H. . 2' then: 'Ar..'.. 56 Sq. FI. <br />For. 10'-1'. posl end 120 m.p.h. wind load or 23' I Sq. FI. potl choices Ire: <br />1) 2".3".0,050" Hollow Extrusion <br />2) All posl sizes Holed below the 2" . 3" . 0,044" Hollow Section <br />Hot.: <br />- job conditions diclllle a posl heighl 0' 10'10. 120 MPH wind zone. . 3".3" Roll FOffl1fJd COULD NOT <br />BE uled because wh.n ills more thon 10' I.. iI can only Suppori 39 SF 01 roof, On lhe other hand. . 3' . 3' Fluted <br />Posl with . poll height of 10'. r can support In ..... of 128 aquar. reet of lrel. Thus. desJun must satisfy both <br />height and ... requirements. <br /> <br />sr-ur <br />11.1 <br />hi <br /> <br />9 <br />1.1' <br /> <br />1. <br />1.1 <br />1 <br /> <br />.a <br /> <br />Wind old- <br />I LOld . <br />IX mum <br />o. n <br />2. <br />1. a <br />1204 <br />903 <br />oa n <br />,7 <br />2. <br />I, <br />11 <br />n <br />3.4 <br />2. <br />,9a <br />1.491 <br />01 In <br />2. 1 <br />I. <br />3 <br />1 <br />o. n <br />,a <br /> <br /> <br />o <br /> <br />0 <br />4 <br />10 <br />13 10 <br /> 0 <br /> .4 <br /> 74 <br /> - 4 <br />1 <br />1 <br />I <br /> <br />I <br />7'.... <br /> <br />'- l' <br /> <br />01 In I <br />3,40a <br />2.5 <br />,9 <br />1.491 <br /> <br />3 <br />. Ho ow xtrua on or <br />13 19 <br />12 1 <br /> <br />It <br /> <br />60 <br />ot_ <br />1 <br />12 <br />9 <br /> <br />um "um <br />a <br /> <br />.true on . <br /> <br />3" x ..040 <br />140 <br />10 <br /> <br />o orm <br />1 <br />9 <br /> <br />um num <br />1 <br /> <br />2,1 <br /> <br />1 4 <br />3" . . 0 ...- um "um I <br />1 1 <br />1 1 11 <br />1 4 10 I <br />3 9 <br />3 .3"x w n- um <br /> <br />um <br />11 <br />9 <br /> <br />10 <br />o <br />a <br />4 <br /> <br />11 <br />aa <br /> <br />o <br />12a <br />9 <br /> <br />4 <br />111 <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIl ENGINEER - DEVELOPMENT CONSULTANT <br />P.O. BOX .388. SOUTH DAYTONA. Fl3212t <br />TELEPHONE (1I0417.'-4n. <br />FAX (904) ,.,..... <br /> <br />SEAL <br />PAGE <br /> <br />70 <br />SECTION 2 <br /> <br />@ COPYRIGHT 1999 <br />NOT TO BE REPRODUCED IN WHOlE OR IN PART WITHOUT THE WRlnEN PERMlSStON OF LAWRENCE E. BEMrETT. P.E. <br /> <br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br /> <br />..' <br /> <br /> <br /><I <br /> <br /><I <br /> <br />INTERNAL OR EXTERNAL RECEIVING CHANNEL <br />SCALE: 1/4" = 1" <br /> <br />ALUMINUM TUBE COLUMN <br /> <br />CONCRETE ANCHORS (SEE <br />SCHEDULE) <br /> <br /> <br />2" x 2" x 0.063" ANGLES <br /> <br />..' <br /> <br /> <br />INTERNAL OR EXTERNAL ANGLE CLIPS <br />SCALE: 1/4" = 1" <br /> <br />"" <br /> <br /> <br />CONCRETE SLAB OR FOOTING <br /> <br />~ <br /> <br />EXTRUDED ALUMINUM BASE <br />OR BREAK FORMED U-ClIP <br /> <br />CORROSION RESISTIVE STEEL <br />THRU BOLT PER SCHEDULE <br /> <br /> <br />'<I .. <br /> <br />NOTE: ATTACHMENT DETAilS SHOWN REQUIRE <br />' DIAGONAL BRACING FOR FREE-STANDING <br />COVERS <br /> <br />TUBE COLUMN BASE SCHEMATIC INTERNAL BASE <br />SCALE: 1/4" = 1" <br /> <br />Lawrence E. Bennett, P.E. <br />CMl ENGINeER - DEVELOPMENT CONSULTANT <br />P,O, BOX.-. SOt11H DAYTON.... Fl 32121 <br />,",lEPHONE (1104) 7.7-4n4 <br />FAX (804) 787-eS!5e <br /> <br />SEAL <br />PAGE <br /> <br />60 <br /> <br />to COPYRIGHT 1999 <br />NOT TO BE REPRODUCEO IN WHOlE OR IN PART 'lM1HOUT THE WRlnEN PERMISSK>N OF LAWRENCE E. BENNEn. P E <br />