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SOLID PANEL SPANS FOR COMMERCIAL & PATIOS_90/100/110 MPH EXPOSURE B&C <br />25' ,. <br />1 -11- .67'T=SEE TABLE BELOW --L- <br />&*4.3/6 Iraii/8/Li/ELQL - <br />15 /IN[Z-- 4 50" --- - JUk No. c37940 M." <br />24.00'f.the. 03/31/ ' |1, 1 1.r 20· <br />l7ALUM. ALLOY 30044436 OR EQUAL /Wh#.ALUM. ALLOY 30044138 OR EQUAL <br />24" TRI-V PAN (SEE NOTE 1 BELOW)120*31/2" W PANEL (SEE NOTE 1 BELOW) <br />L.L.=PANEL-r 90 MPH SPAN 100 MPH SPAN 110 MPH SPAN L.L.=PANELT 90 MP 1 SPAN 100 MPH SPAN 110 MPH SPAN <br />(PSF)(IN.)EXP.B EXP.C EXP.B EXP.C EXP.B EXP.C (PSF)(IN.)EXP.B EXP.C EXP.B EXP.C EXP.B EXP.C <br />9-0' / 2-0' ./ 8'-1' / 7'-T / 7'4 / 5'-6' ./13'-1'-M 11'-7'-M, 11'-9'y# 100-4'-M 10'-8'-M 90-6' -, <br />3.00' - 4.50' -4.50* - 4.50' -1 ' 3.00' - <br />1.125' <br />1.125' <br />2 N ·75. <br />70 <br />·015 ' -- .020 /121· /1*r /106· /16·,·44:r /'<4/11'-3' /10'-r / 10'-8' /9'-10' /10'-1' / 9'-3' <br />10'-4' / 9'-2' ,/ 9'-4' / 8'-3' / 8'-7' / 7'-7* /14'-7 -*12'-10-. 13'-2» -. 11'-r -.* 12'-0' 2- 10'-r -10 .024 y** -*.-- -0-/ -,- -. <br />/13'-20 M-12-3" M--12'-4' /11'-r %-11'-9' /10'-10 <br />124 / 1(y-r / 10'-I,/ 9--, 9-1>/ 8'-8 ....032 <br />/15'-4' /14'-3' /14'-8' /13'-4' /13'4' /32'-8' <br />NOTE: DETAIL FOR / / / / / / <br />PANEL FASTENERS /15'-8- /14'-8" 14'-9* /13'4" /14'-0- /120-10- <br />ARE SHOWN IN 10 17&6' / 15'/ 15'·/- 13'-5/ 14'-3/ 12'-,/TABLES 1,2 AND 3 .032 <br />SHEET 6 OF 33./18'4' /9-1' /17-3' /96'-1' /16'-4' /15-1' <br />018 930/ 8'4» -' 8,42>/ 72>./7'-4' ,/ 6'-6' <br />/ 9'4' /55· -9'-1· ,14· /'· /8'-3'040 19'-1'/ 1 7-7> 17'-101/ 150-Er -,+ 16'->0 14'-,•- <br />/10-r /9-r /0994' /18'4' /018'-3· /fh·-10· <br />104 / 9'-2* / 9-4,/ 8'- E-7% 7'.7/20 .024 / -*- --.020/11'-1' --10'-7' *-10'-8- *-10'-1' M-10-3' /'9'-r <br />12.-1%.00.- 11'-S..0/ 11'->0- 10-4 1015/ 91>' <br />/11'-10' /1-1'-3' /11'-4' /019-9 /11'-W /010'4. <br />.032 13>/ 19-r,/ 19*'00' t>/' 9-13>' 8.S,/.024/12'-3' /17-3' / 12'-3 #*-11'-8* "11'-10'/'11'-2' <br />13's/ 121>00- 12'-5,/ 11'->.' 12-0',/ 10'->0'/13'-T /12'-r /17-8- /12'-0 /12- /11'-6- <br />20 <br />E-r / e* / Eg// 73>/ 73,/ e< /1 5 ' · 0 / 1 4 0 -5 k 1 5 ' - / 1 3 ' - 5 0 0.- 14 '- 3 M 1 2 ' - 7 " 2.018 .032/ 8'-4' / 8'-1- 8'-1' / T-9 / 7-10 / 7-8'/154 /14-8' /94'-7 /14'4• /14•-27 /93-4- <br />R / 9-T / M / W / Er / TAI /17'-8- -,- 16'-8' -M 16'-9' / 15'-9' -0 16'-2' / 14'-4' ,30 024 ,- -*-/ -,-/ /040 /9-3 /4'4' /16'-r /15'-8' /fi·-10· /9-0- <br />10'-9' / 100-7- / 10'-9" / 9-7- / 9'-101,/ 8·4'M 10'-7 - 10'-2' 10%3' -* 9-1,· 10'.0' -* 9'26' .*n/// \.020/ 10'-r /10'-9* /10-90 /10'-r /-10'4' /10'-2'/10'4' /16'-1· 10'-2- /1.8- /9-10" /-9'-4' <br />11'-9'/ 11'-E./ 11'·>0'10'-1 11L1>- 100-8 ,FOOTNOTE: 'SAMPLE'mk / <br />- /11'-8' /11'-2' /11'-3' /10-g· /10·-10- /10'4' <br />FIGURE INDICATES ATTACHED 4-A 13* / VE·W / 11·W / VE-W / 1Z-17/ 1747 <br />30 <br />--FIGURE INDICATES FREESTANDING 832 / / ' // 13-r /11-1- /13-r /17-r /'G-r /'G-r <br />15'4' / 14'4 , 14'-10' / 14'-3' 14 4 13'-W' -/040 7-///15'-20 /14'-8' /14'-8' /1-1' /14'-3' /13'-7NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY <br />TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN <br />IN TABLEL SHEET 1. 1 <br />W'MOER¥ 0195 <br />DRAWN BY: E.N. <br />DATE: 10/01/2012 <br />SCALE: NONE <br />REVEED BY: <br />TOM CAMPBEU & ASSOCIATES. INC. <br />COMMERCIAL AND RESIDENnAL STRUCTUFUL ENGINEERNG <br />RANCHO CUCAMONGA CA (961)741-2107 <br />PANEL SPANS <br />LIVE LOAD • <br />10. 20 & 30 pif <br />HORIZ WIND• <br />70,90 & 110 MPH <br />PAT10 COVER SYSTEM AS MFG. BY: <br />OURALUM PRODUCTS. INC. <br />8250 ALPINE AVE. SACRAMENTO, CA 95820 <br />(918)462-7021 FAXLOS-1519 latio®dtalhan=m SHEET 4 OF 33