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SOLID PANEL SPANS FOR COMMERCIAL & PA:BAS:=:6- 6.7r 09R (I.S.) - .67 ,Au. UNMMNO RA" J 'A> 74 1101 2.5'0\rn 45K TYpt \A138' A -No. C379489 /* 1.97 j.75 1.97 1.75'[ 1.97 5.25 / 7,25 fEXP. 03/31/,6 / 8.00' / 8.000 ALUM. ALLOY 30044(36 OR EQUAL ,\23\ 8' x 2 * FLAT PAN (SEE NOTE 1 BELOW) L.L.=PANEL-r 90 MP 4 SPAN 100 MPH SPAN 110 MPH SPAN / L.,.,.(PSF)(IN.)EXP.B EXP.C EXP.B EXP.C EXP.B EXP.C V 90/100/110 MPH EXPOSURE B&C r x 2 )5' FLAT PAN (SEE NOTE 1 BELOW) L.L.=PANELT 90 MP 1 SPAN 100 MPH SPAN 110 MPH SPAN EXP.B EXP.C EXP.B EXP.C EXP.B EXP.C 12©,0/ 11'S,/ 11'3>/ 9'-101.0/ 193>00- r2>/ /3'-3' /12'-4' /17-7" /11'-8' /1'-10-/11'-0' 13'®,/ 11'-5/ 12'2>/ 10'-8=,/ 1120>/ 9-S/' /14'-2* /13'-2* /13'4' /2'-4' /12'-r /0-11'-8* 15'-2.,/ 13'-4" / 13'-8'// 12'-1/ 12'j>/ 113>0 /15-62 / 11-N / ihhe / 13 -Er / 174; / 11>E .018 .020 10 024 032 .040 018 020 20 024 032 040 018 .020 30 024 032 040 .020 11'#L./ 1011>0-10'3>' 9'-1>/ 9,-4,18'21/ 16'3 16'-2 14'-9'15'-3'13'€' 120-3' / 11'-6' / 11'-7' / 10'-9' / 11'-0' / 10'-2* /18'-0' / 16'-T / 17'·0" ./ 15'.9' 16'-1' /94'-10" 024 133>' 113>' 113>0 1°3>0- 19>0- 9,6/0 20.-13>/ 19.-3>0/ 19IC/0- 1Tg,0/ 17'-50/ 15'g. / 13'-7" / 12'4' / 12'-9» /11'-10' z-12'-2' 11'-2' 10 16'-2" / 14'-6- -0/ 14'-8' / 13'g,/ 13'-4' .** 11'gok.032 M'- -L -- 15'-10' w-14'-9* /-15'-0* /13'-10" M-14'-2' 13'-1' 040 1tl>/ luc'' 12>' 151>/ 15'3>/ 14'3/ NOTE: DETAIL FOR PANEL FASTENERS ARE SHOWN IN TABLES 1,2 AND 3 SHEET 6 OF 33. /20'-r /19'-2" /19-4' /-18'-0' /18'-4' /17'-00 11'-f/ 10'-9* / 10'-loy 9,-1-5 10'-J/ g·-E/11'-2- / 10'-8- /"'-9' /10'-2" /10'-3- /' 9'.8' 12'-1k 11'-6/ 11'-700/ 10'-8/ 11'-10/ 9'-91/ -17'-9* /16'-8' M-16'-9' /15'-7' /35'-10' /14'-8'#*-11'-10' 11'-4* -11'-6' 100-9- /'11'-0' M-10'-4' 020 103>/ 1°3/- 100/ 9.-20 9,4. 8,2 1311>/ 19>/ 12'g,/ 12'4» 12.-1·11'-0' 1004' / 9-le / 10'-0" / 9'-4* / 9'-7' / 9'0' /13'-0" / 12'4* / 12'-4* / 11'-9" /11'-10' / 11'-2' 024 113 11'-1 113 1°37 103 9'-6.15'/ 14'3/ 14'300/ 14'-0" 14'-2'13'-4' / 11'-6' /10'-10* / 11'-0' / 10'-4' / 100-7- / 10'-0' /15'-2' / 14'-6' / 14'-7' / 13'-9" / 14'-C' / 13'-2'20 13'-r /12'-10'/ 13'4* / 12'-3' / 12'-6' / 11'-9- /16'-8' .*- 16'-8' / 16'-8' .k 16'-0 /'16'-2' / 15'-3' 032 13'4' / 12'4' / 12'-9' / 12'-2' / 12'-3' / 11'-7' /16'-8' / 16'-6' / 16'-r / 15'4' / 16'-0' / 15'-1 15'-2' / 14'-6' / 14'-7' / 13'-10'/ 14'-1' / 13'-2' /10'-7 / 9-r / 9-E / 9-3' / 9-4' / 94' .040 - 15-0' / 147 / 14'-4' / 13'-7' / 13'-9" / 13'-0' /9'-10' / 9'4" / 97 / 9'-2' / 9-3' / 8'-9' 9-3' / 8'-10' / 9'-0- / 8'-r / 8'-8' / 8'-3' /10'-7- /- 10'-3' / 10'-3' .' 9'-10' / 10'-0' -=* 90-6' .020 9'-2' / 8'-9' /'-8'-10' / 8'-6' / 8'-7' z- 8'-2' /10'-6' / 10'-1' / 10'-2' / 9'-9' / 9'-10' / 9'-4' Ao'-r / 9.10' / 9'-le ./ 9-8' / 9·-r / 9-7 /11'-,6- - 11'-1' / 11'-2'_/ 10'-8' / 10'-9' ../ 10'-30 024 / 10'-1- -- 90-9 M- 9'-9-M- 9'4' =- 9'-6' -- 9'-0' /11'-4* / 11'-00 / 11'-1- / 10-r / 10'-8' / 10'-2' 30 11'-10'-- 11'-6" ./ 11'-r .,- 11'-1' / 11'-2" / 10'-8' /13'-6' ,/ 13'-00 / 13'-1'-/ 12'-r / 17-8 / 12'-1' . 032 -11'-90 /11'-4' /11'-4" /10'-10*/11'-1 ' /10'-6' /13'-4' /12'-10"/12'-10'/ 12'-4' / 12'-8' /11'-10' 13'4' /120-10'/ 13'-0" / 10>/ 12'-p/ 123>'040 -..- -*- Al.- / 13'-2' /9 20-8' /'12'-9' / 12'-3' /12'-4' / 11'-9' FOOTNOTE: 'SAMPLE'/96'-8· /16'-6• /16'-7' /15'-8' /96'-0' /15'-0' NOTE 1: WHERE MULnPLE SPANS OCCUR, MULTIPLY TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN IN TABLE 1, SHEET 1. FIGURE INDICATES ATTACHED 4--,/1 r --1- FIGURE INDICATES FREESTANDING DRAWN BY: E.N DATE: 10/01/2012IAPMO EFU 0195 SCALE: NONE REVISED Err: TOM CAMPBELL & ASSOCIATES, INC. COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RANCHO CUCAMONGA CA (951)741.2107 PANEL SPANS LIVE LOAD • 10, 20 & 30 pif HORIL WIND • 90, 100 & 110 MPH PAnO COVER SYSTEM AS MFO. BY: DURALUM PRODUCTS. INC. 8260 ALPINE AVE., SACRAMENTO, CA 95826 (910) 482-702; FAX 40}-1519 Iiles@44#lk,lu:orn SHEET 5 OF 33