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<br />SECTION 2 <br /> <br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br /> <br />_li1n~....._ Allowable AUrlbut.ble Roof Are. per Post for Carports. <br /> Pello Cov.rs, end oth.r Op.n BuildIng. . ALUMINUM POSTS <br /> Alum num Po.t <br /> o. . <br /> os . L L L <br /> owe os <br /> ... ... <br />'-4 1 <br /> " a 81 <br />-1 1 t <br />11-1 eo 3 <br />I nL ' . . ,0 Oow ...... no. <br /> 11 lJ 1 0 <br /> 4 12 1 <br />. ," <br /> 0 eo <br /> . . 7 o ow ..... n. umnum <br /> 10 1 13 <br />1 -11 <br /> ". . 0 u m -4 <br /> 1 11 1 <br /> , <br /> . . 0 um um -4 <br />I , 1 " <br />1'-, 1 , <br />14 1 4 <br /> os n . . ,.... m m <br />-, .4 0 1 '0 <br /> 12 111 <br />I 1. 11 <br />1 -1 1,4 1 a <br /> <br /> <br /> <br /> <br />EXlmpl.: <br />Find RoolAr... Needed, Are. . 'A', Pool SpllCino .'S', SIrucbJro Projedlon . W. <br />A. S x (W12 + O.H.); If '5'. T. W so 12'. and Q.H. .2' lhen: 'Arel'. 51 Sq. FI. <br />For. 10'.11" pool end 120 m,p,h. wind Iood or 23.1 Sq, FI. pool choice. ...: <br />1) T. 3". 0,050" Hollow EJdnJsIon <br />2) All pool .ize. "led _ tho T . 3".0,044" Hollow s_ <br />Hot.: <br />Whore job condillon. dictal. . pool helghl 0' 10',". 120 MPH wind zone, . 3" . 3" RoI Formed COULD NOT <br />BE ..- becouH whon " is more !hen 10' leI" cen onIy._ 38 SF 01 roof. On tho _ hond. . J" . J" Fluted <br />Pool with. pool helghl or 10'- r cen .upporl.n.... 01 12hqu........ or..... Thu., dellon musllOlisly both <br />hoioht end .... roquiromonl.. <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIl ENGINf!ER - OE\IB.CJPMEHT CONSUl. rANT <br />P.O. BOX 4_. SOUTH DAYTONA. Fl32121 <br />TELEPHONE (1104) 187-417. <br />FAX (1104) 781_ <br /> <br />SEAL <br />PAGE <br /> <br />70 <br />SECTION 2 <br /> <br />C COPYRIGHT '099 <br />NOT TO BE REPROllUCEO IN WHOLE OR IN PART YltTHOlJT THE WRIneN PERMISSION OF LAWRENcE E, ~,P.E. <br /> <br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br /> <br />~ <br /> <br />INTERNAL OR EXTERNAL RECEIVING CHANNEL <br />SCALE: 1/4" = 1" <br /> <br />, , <br /> <br /> <br />2" X 2" X 0.063" ANGLES <br /> <br />~ <br /> <br />4' <br /> <br /> <br />~. <br /> <br />~ <br /> <br />INTERNAL OR EXTERNAL ANGLE CLIPS <br />SCALE: 1/4" = 1" <br /> <br />ALUMINUM TUBE COLUMN <br /> <br />CONCRETE ANCHORS (SEE <br />SCHEDULE) <br /> <br />~ <br /> <br />EXTRUDED ALUMINUM BASE <br />OR BREAK FORMED U-CLlP <br /> <br />"" <br /> <br />CORROSION RESISTIVE STEEL <br />THRU BOLT PER SCHEDULE <br /> <br /> <br />~. <br /> <br />CONCRETE SLAB OR FOOTING <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 />CMI. ENGIIJEER. DEVnOl'llEHT CONS~ TIW7 <br />P.O. BOX 4318. SOUTH DAYTONA. Fl3212t <br />TELEPHONE Ct04) 781-4n4 <br />FAX (1104) 787-1sse <br /> <br />SEAL <br />PAGE <br /> <br />60 <br /> <br />C COPYRIGHT 1999 <br />NOT TO 8E REPRODUCED IN WHOle OR IN PART 'MTHOUT THE WRlnEN PERMISSION OF lAWRENCE E BENNEn, PE <br />