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<br />4S.x3- COMPOSITE PANEL <br />3105-H25 <br />DEFLECTION L/eo <br />ROOF PANEL SPAN CHART <br /> <br /> <br />48" <br /> <br />,...------1 <br /> <br /> <br />"'-1 <br />_.-::. <br /> <br />THICKNESS & <br />EPS DENSITY., <br /> <br /> <br />--~- --------- <br /> <br /> 100 MPH 18.50 18,50 16.50 18.83 17,00 <br /> 110 MPH 18.50 16,50 16.50 16.83 17.00 <br />0,024 '20 MPH 10.50 10.50 18,150 18.83 11.00 <br />1.0# DENSITY 130 MPH 18.33 18.33 16.50 18.83 17.00 <br /> - <br /> <br />EDGE BEAM SPAN TABLE <br /> <br /> ,- <br />.~ I <br />USED 0' I I' 10' 1e' 'I' I 10' I M' I <br /> 0'. ....--. ,- .._-- <br /> 21.n 2US. 24,00 22.00 \I.n ,.,.ss 1$.17 I <br />(M) 1'oiM 28.00 2U:S 22,00 20.~O 1a.17 11.50 15.00 r <br />2xtl 2'OIH 21,33 ZO.SO ,i.67 11.13 17.17 15.51 14.00 \ <br />SMa " O/M 1.. " 17.n 17.n ,6.8S 15.13 '4.&0 13,00 ! <br />n <br /> <br />~--- ,----- - -_._--~ <br />ALUMINUM ROOF PANEL CONNECTDONS <br /> <br />----.-....--. .- . _._----~--_......_--~ <br /> <br />< <br /> <br />~,'M,-,_ <br /> <br /> <br />r!~!:!!L.~!rE~$ DR TRuSSES , <br /> <br /> <br />/ FASTEN fASCIA TO EACH FlAHER THRU RETEIVlNG CHANNEl <br />----;;;'(2):flO lC J" SCREWS ..7t:4iN.11/2" PENE1'RA1iQtfitHO RAFTEri,''''''''- <br />MAXIMUM SPACINC 24. a.c. ,../ <br /> <br />/ <br /> <br />RECEIVlNC CHAN~_E1 <br /> <br />-122. ~.)/4' Sr-AS ,0 10. 0':. <br />TOP . 8QrrOt,l <br />COMPOSiTE R,<?QF' PA"~ <br /> <br />EXISTING FASCIA <br />~- --------.---.-- "---~~---- <br /> <br />1 HERIBY CI;R'fI"Y THA,1' 1 HAVE REV 1 t;WBP 1'tUS l)1..AN AND rIND I'f '],'0 DE <br />COMI'LtANCI WITH 'tUB FLORIDA 8UILDING COO! 2001 SIC'1'IOH 1606 <br />WINO lOOt;: 8ASEI) '30 MfJf :1 S~C()ND OUit'jj 0.77 <br />lMPOR'I'AHCI FACTOR IXP08UIU: ttl\" e.c. OIUUON PRlflVR. .1 ..;lSP8W' <br />O.W~ 8MlfH INOIN~8.1NO CONSULTATION <br />DAV'lD W. 8MI'!'" P.I. f'LORIDA 'S]~08 <br />'90' WA~LASTON DRIVE <br />DAD. CITY-,-_fLORIDA l.j!2S '__'_____, <br /> <br />