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<br /> <br />I <br /> <br />.right heights <br /> <br />L <br /> <br /> <br /> <br />9lt helglta <br /> <br />L <br /> <br /> <br />"1.- <br /> <br />- <br />r <br /> <br />Varies no max. E1ev. slab IX on <br /> <br />.'" <br /> <br />I- <br /> <br />. . <br /> <br />DESaFlION <br /> <br /> <br />YAMS <br />~JI <br /> <br />3 . 1/4- I 4. lag . <br />fnIIr .... per <br />tile front Cl\d 24- <br />(JI 110 I 4- IClWI <br /> <br /> <br />~ IUucturGI InIUla <br />roof (wok-on) or ~l <br /> <br /> <br />1- lC 't' x .044- <br />attocMd to front <br />, 10 x 2- Lm.1. <br />_ purIin and 24- <br /> <br />Front CI\d side bat <br />to caner." with 2 1 <br />Thunderbolt it <br />j , 10 ICnIW i'lto <br /> <br />JgLl ! PIAl. 800' PAIl SPAIISPOR SCRBEN OR VIIfYL ROOftS . CARPORTS <br />OPBN BUILDING SPAN ;USE "A"- AS SHOWN ON DRAWINGS ItBAD SPAN BELOW <br /> <br />6j,UPlIWW 6W.RI UG 1I-..1J "1111""" :lS.ooo m IlAI ITUIIGTH <br />PAN SIZI KAII~ SPARS POR LOADS . O.H. SPICIPIID <br />~2:I !!:I 0.0:16 NO O,H. I' 9.H. :I' ~ <br />100 ~ w. LOAD 13'. 6. 13'. S" 14'. I" <br />110 ~ W. LOAD 12'. 3. 12'. 5. 12'.11. <br />120 "'" W. LOAD II'. 4. II'. 5. 12'. O. <br />LQ.:J 11:1 Lnl <br />100 flPH W. LOAD <br />110 MPH W. LOAD <br />120 PIPH W. LOAD <br /> <br />15'. 1. <br />13'. ,. <br />12'. S. <br /> <br />15'. 3. <br />13'.10. <br />12'.10" <br /> <br />1". ,. <br />I.'. .. <br />13'. .. <br /> <br />NOTE: 0.026. PANS _11'11 SPARS GRBATD 'IHAIf 10' 8IIALL _ 8LOPID AT A <br />"INI~ OP 3'.- PER PT. <br />STANDARD MILL TOLERANCES APPLY <br /> <br />LA WRENeE E. EENNETT <br />an ENQNEER I: DEmOPWENT CONSULTANT <br />P.O. BOX ... s. DAmN. Fl.. 32121-'" <br />PHC*E: (904) 253-9960 <br />