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SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B&C"$:GAL - (-9 <br />T=SEE TABLE BELOW 24Ut=.4 40·--1711 069'*AE ,l=\ 1 <br />141.1 1 4 ? e =i=-=9=74-UL /40 <br />|- 4.50' - 4.50" ·--- 4.50'-4.50" -1 ' 3.00' - <br />11.125. <br />1.125 <br />R..117-,/ )-riNT- A <br />1.48J bo· <br />- 3..No. C37948 1 /* | 1 <br />24.00'W.XE,e. 03/3145 / #:43·1 M. 1.861'!Il "r 1 r 1 13• 20- 11 Df007W -4 ALUM. ALLOY 30044138 OR EQUAL ALUM. ALLOY 3004+136 OR EQUAL,/' <br />77)#1441 H <br />24* fRIN*N (SEE NOTE 1 BELOW)12- x 3 1/2- W PANEL (*e'RETE 1 BELOW) <br />L.L.=PANEL-r 90 MPH SPA+\ 100 MPH SPAN 110 MPH SPAN L.L.= PANELT 90 MPH SPAN/' 100 MPH SPAN 110 MPH SPAN <br />(PSF)(IN.)EXP.B EXP.C b< 8 EXP.C EXP.B EXP.C (PSF)(IN.)EXP.B 58*c EXP.B EXP.C EXP.8 EXP.C <br />11'-7' , 11'-9' ,- 10'-4' .- 10'-8' .- 9'-6' .- <br />.020'10'-1' /'-3'018 43'-2- '-3' 74' 2'-7 1'·8' <br />10'4' / 9'-2.90-4• <br />10 .024 / 13'-2' /7-3" /12'-40 /-11'-r 11'- 10'-10' <br />NOTE : DETAIL FOR <br />PANEL FASTENERS <br />ARE SHOWN IN 10, <br />TABLES 1,2 AND 3 <br />SHEET 6 OF 33. <br />20 <br />.032 <br />.018 <br />.024 <br />.032 <br />018 <br />024 <br />10'-9' ./ 10'-7' <br />032 <br />/ 10'-9 - 109 10'-7'10'-8 <br />/15'-8' /14'-8' /14'-9' /Ty-8' /14'-0' /9-10 <br />032 /18'-4' /17'-1' /03' /16'-1' /16'-4' /15-1' <br />19'-10'/ 17'->- 17'-5% 15'-9 16'-3>/ 14>040 /20'-7" /19'-2' /19'-4' /li'.0· /18'-3' /16'-10 <br />020 11'-10' /11'-3' /11'4' /10'-9'110.0" /lb'-3' <br />•.024 /1'-2- /12'-7-12'-8- /17-0- /12'-2- /11'-6' <br />20 <br />15'-8" /14'-10'-0.-0 15'-0- /13'-10' -x 14'-3' / 12'-7' <br />T -6-032 /fA'/'4 -r /le:12 /6:4: / 13-4 <br />174'Z>06'4' -/ 16'-5/ 15'-/ 15-3>/ 14'>/30 040 <br />3'-9. <br />.020 <br />0'.2· <br />FOOTN 03EOSAMPLE <br />30FIGURE INDICATES ATTACMED -- <br />11'-9'-** 11'-E,/ 11'-4>.-'K>·- 11'g,/ 10'-87.024 <br />-'-11'-8'11'-2'11'-r /lb:€ /10'-10- /10'4' <br />--|- FIGURE INDICATES FREESTANDING <br />NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY <br />TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN <br />IN TABLE 1, SHEET 1. <br />13'-9' / 13'->, 13'-/ 12'-50>lt'-15/ 12'S./.032 <br />15'-41,/ 14'-'00· 14'-12>0 14'-5,/ 14'-,/ 133.0/040 /15'-P /14'-8' /00448' /14'-1- /14'-3' /13'-r <br />W'MOER¥01@5 <br />DRAWN BY: E.N <br />DATE: 10/0lt2012 <br />SCALE: NONE <br />REVISED BY: <br />TOM CAMPBELL & ASSOCIATES, INC. <br />COMMERCIAL AND RESIDENTIAL STRUCTURAL. ENGINEERING <br />RANCHO CUCAMONGA. CA (951)741-2107 <br />PANEL SPANS <br />LIVE LOAD • <br />10,20&30 0,1 <br />HORIL WIND • <br />70,90 & 110 MPH <br />PATIO COVER SYSTEM AS MFG. BY: <br />DURALUM PRODUCTS, INC. <br />8269 ALPINE AVE., SACRAMENTO, CA 95820 <br />(916) 452-7021 FAX 403-1519 0-@dknUncorn <br />SHEET 4 OF 33