10179570_302 W. STEVENS - Plan (2)

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RAFTER SPANS FOR OPEN LATTICE COMM IAL & PATIOS 90/100/110 MPH EXPOSURE B&C - r X 617 RAFTER M DBL. 2' x 61/2' IV\FTER X'L T -100 MPH 110 MPH LL =T 7 100 MPH 110 MPH 3.-- /(ps8 (IN ) 4 EXP. B EXP.C EXP. B EXP.C (PSF) (IN.) & 3 EXP. 8 EXP.C EXP. B EXP.C EXP. Bl EXP.CMAX- 16'-10'16. -19./.--214&91*-13/firl3*-;3*3*:-33>33>.024'14'-6' 13--1 0.3..O4r .024es- :r . .24' .0.-riEFES--23.3----ii:5:--42;:-42?:+ 8'-10'T.9'13'-9*11'-00 11 -3 16'·1'16'-1 - =3*-.151>.IS'.155--31>213>.nbe --323 SE KEr / 8- FWTER r 1 8 1/2 RAFTER OBL. 7 x 8 1/7 RAFTERS 18'-6 '18'-6.18'-60 18'-6"18'-6' 17-6'16 -16:G 26'-0' 26'-0' 26'-0' 26'-0" 24'-r ALUM. AUOY 3004·+436 ALUM. ALLOY 3004+136 ALUM. ALLOY 406 10 .032 OR EQUAL OR EQUAL OR EQUAL .174"--15.5--0-11-r10-4.* SEE NOTE BELOW *SEE NOTE BELOW 15'-1-15'-1'41· 47*357 24. 16'.-T 15;2'1-1, „ 20'-10' 18'-6'29'·6'26'-0' 28'-60 23'-3' 24'-1' 217«-673-23-315--51*3293- x 8' RAFTER 227 22- 042 100 MPH 110 MPH -3 133>-1315--113>153>313>.1311: 133>259>(IN ) 0 5 EXP. B EXP.C EXP. B EXP.C EXP, B EXP.C 187 187 18'-20 18'-2'18'-2 17'.4'25'-r 25'-7'25'-r 25-r 25-r 24'-4' 16" 3*-22-2;-2-2 .·--74197/-152"-1-55-11:S 16' 1S-. 14-;15;131-)12.i"10'-r 10'-9" - 9-6' 12'-0'-3 15'-9*10 .042 .02418'-9- 16'-7'i931-235 5:fs .%%%%8%24' -23:--2*.015i:-114"-2.DP:35--24'12;2-lil-224 22'4' 22 -0 20'-6'13'-4'13'-4' 13 -4 12'-10- .IS>33>233>2311>113>16' 24' 1_940' 211,-1%1%7-01%F%:227 21'-6'15'-3*15'-3'15'-3*15'-3'15'-3'14'-9'21'-6' - 21'4" 20 .042 20 .032 -'»r Z.E322-15191.-RhlE .1'-' 1r-*_15yAP=-31--3*57 24- For wor 1Ed Ncr 1,2' 134' 187 187 187 187 18'-2'17-r 12'-6' 12€ 1 -0 124 17'-r 1 r-7'17-r lr-r 17-r 17'-0' w 3-40 2 33>33>33> 16'-7' 17'-1*16 72%429>5>5>19'4'19'4' 19'-4"19'-4' 19'-4'18'-10 18'4" 18'-4' 18'-401£4'18'4' 17'-9'25'-10' 25'-10' 25'-1' 30 .042 .042 W 1>15 137 22>24.-93337--Eue=--.Eue=--1-Wfj=-191--15'-10' 15-10 15'-10' 15'-10 15'-10" -15'-6'15'-1' 15'-1' 15'-1'15'-1'15-1'14'-r =ec-= .183>123>33>33>13/15/1131--94--/Ag" ,2-r* NOTE: SINGLE RAFTERS SPACED 16' O.C..........ip„ImAL A.,#in'-8' 10'.6, 10'-8' 10'-8'10'-80 10'-7 14'-2"14'-7 14'-P 14'-2'14'-2' 13'-le 37 O.C. WHEN DOUBLED AND SINGLE Ftl24' O.C. MAY BE USED AT 48* O.C. WHEN L. * 90 MR[·1 EXP. B lAp.C 12'-0' 10'17 910. 0,43 11'-9011'-9 90 MPH 90 MPH 21:,h:6! 18 024 24 16 10 .032 24 16 042 24 16 024 24 16 20 .032 24 18 042 24 16 FOOTNOTE: 'SAMPLE .024 11'-8' 11'-8' 11'4' 1 '-0* 11'-3* 10'-0' 11'-4 1 '-6 13'-3 13'-3 13'-3 13'-3 16.33.-7-334-234.,1.49-1.29-lit18'-8 18'-8 qnFIGURE INDICATES ATTACHED 100-8' 93'T--31- R uill·+€-Ddir'- lwJ 4· lg0'101'00-0110- 913;5; -10'4'FREE,JOXP.,03/31 .,,16'1-,:1,16'1-,1,16;-1,16',"-1,15'1-;PROJECTION liT/1 1 1 SPAN O.H.750 0 -BE-237*33*23*32*23Lfr 16 24 24' 16' 042 24' 15'-3'.13'3 15-3'15'4*27-5 355-92€3129--12 -r - =-r 22-7 - 22 -r 155 133: 53>35-33- 18'-6'18'-6-18'-60 18'-6'18'-6'18'-0' 0 2' 3' 4' 5' 1]RIBUTARY WIDTH TABLE -CLEAR SPAN (FT.) 6 7 8 9 (-iiI 11 12 13 14 15 16 17 18 19 20 21 TRIBUTARY E WIDTH 1 NOTI 3445 TRIBUTARY= 1/2 SPAN + 0.H.14 5 5 6 5667 .778 5 6 6 7 7 8 8 9 9 10 10 11 1 7 7 8 8 9 9 10 10 11 11 12 7889910101111121213 8 9 9 10 10 11 11 12 12 13 13 14 E: TRIBUTARY ON MULTIPLE SPANS IS .--991010111112121313141415 EQUAL TO CENTER SPAN TO CENTER SPAN - - - - 11 11 12 12 13 13 14 14 15 15 16 ORA- BY: EN TOM CAMPBELL & ASSOCIATES, INC.LIVE LOAD ='ATIO COVER SYSTEM AS MFG. BY: DATE: 10*1/2012 10.20 & 30 p.f DURALUM PRODUCTS, INC. IAPMO ER¥ 0195 COMMERCIAL AND RESIDemAL STRUCTURAL ENGINEERING RAFTER SPANS HORIL WIND •82e9 ALPINE AVE., SACRAMERO, CA @5826SCALE: NONEE REVISED BY:RANCHO CUCAMONGA CA (051) 741-2107 90,100 & 110 MPH (916)482-7021 FAX 403·1519 ...........con, SHEET 7 OF 33