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RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B&C <br />0 15 2' X 6 1/2 RAFTER DBL. 2" x 6 1/2" RAFTER <br />-3.-- 5 2 <br />T W 8 90 MPH 100 MPH 110 MPH LL T 90 MPH 100 MPH 110 MPH <br />3· <br />*T-WK-(PSF) (IN.) &8 EXP. B EXP.C EXP.B EXP.C EXP. B EXP.C (p,4 (IN.) &8 EXP. B EXP.C EXP. B EXP,C EXP. Bl EXP.C <br />024·7 - - 16. .Elfy.3Fy.]AF.z--tri-314--5@-- 16 01122-Lft1%%Lpqj:-1331< <br />0.5. 5/.-*.I 5.5- -.024 <br />19'-8"1948' 1 9'-8' 18'-4' <br />024 <br />24-13'-9 2590 <br />1109'11'-9' 11-9- 11'-90 11-9*10'-8'16'-1 '16'-1' 16'-1"16'-1' 16'-1-15'-1 ' <br />15-7 - 1%-f ms-235 35-0--19-13 59>34'MY -3· 1 r RAFTER r*81/2' RAFTER 082. r x 8 1/7 RAFTERS 18'-6 '18'-6"18'-6*18'-6'18'-8'17'-6'26'·0'26'·0'267 26'-7 26'-0.24'-r <br />ALUM. AUOY 3004·H36 ALUM. ALLOY 3004+00 ALUM. ALLOY 3004408 10 .032 1 0 .032 <br />OR EQUAL OR EQUAL OR EQUAL 9-8 <br />* SEE NOTE BELOW *SEE NOTE BELOW 24- 221*1NE:-*:-.321,1,4.24* ****** <br />3" x 8' RAFTER 18· *32**42*32*29'-8' 26'-0,28'-6*23'-3'24'-1'21'-2-14444 31-£.1/// <br />042 .042T 28 90 MPH 100 MPH 110 MPH 192 331-24. 17-"-0,15-15'-·1'r' 1412 %327/24'-4'(IN.) m Z EXP. B EXP.C EXP. B EXP.C EXP. B EXP.C 18'-2-18'-2'18'-2-25'-r 25'-7'25'-7' <br />16*333. SE_393, 5S 1 w 35/ ES- m'16. 164 ' 14';:. 15eTT 13104; 1'4' 12-r26'-10' 26%10" 26'-10' 26'-10" 26'-10 25'-1'12'-7 12'-0'33€23€2<Kk 16'-3* 1 -1643"6 -3' 16'-3' 15'-9'12-010 .042 .024 .024w 24. 90-, 8', 8'r--,.8'-'-ri 13'-4'12'-2'12'-4'11'4'11'-3'10'-0* <br />9'-6'1557154-1557 10@24' 13'4' <br />16- *132:yam w -153> -113:16. 21.*glf/18.6*E/20411417;f#/184. 13.15'-3'15'-3' 15'-30 15'-3'15-3' 14'-9'21'-6'20'-9" <br />042 <br />18'-2'16'-10" 14'-10'15;4.r 217' 20 .032 20 .032 <br />24' -2SE----.137'24 -427-17-7-AF»**19714'-1'11'-r 11'-9' 10'-4'10'4' 9'4 16'-3'13'-3' <br />18'-2'18'-r 18'-2'187 18'-2'24 -127'-1& <br />w 35--121£--1.Z-32-25:5-315-18'-4' 18'4' 18'-4' 16'-7' 17'.1'16- 2AO=-8'ML..92%-n'1-3,0.-23>190-4 194 19'-4'18'-10'16 --ic; 16:-1*P-qG «61' 17-g·25'-10" 25'-10' 25'-10 25'-10- 25'-100 25'-1' <br />30 .042 .042 .042 <br />W 1>5 515-13£240 01, 53>213>.1331-1511.-155- <br />15'40' 15'-10 15'-10" 15'-10 15'-10' 15'-6'15'-1'15'-1 "15'-1'1501'15-1' 14'-r 21'-2' 21'-2- 21'-20 21'-2' 21'-r 20'-6 <br />* NOTE: SINGLE RAFTERS SPACED 16' O.C. -"--0 18. 5&:..15&:.33:--33>-a:-33>1. 1SS-- 14'.21--lfs--lES---03S-- 12'-r- <br />10'-6'10'-6'10'-r 14'-2'14'-r 14'-2' 14'-2' 14'-2' 13'5 <br />32" O.C. WHEN DOUBLED AND SINGLE R .024 <br />24' O.C. MAY BE USED AT 48* O.C. WHEN L----unRAY 624&,F .A• 8'-LM 8'-L-0. 8€-- 7'£- 82> 72>06• 1 lE.- 113' 1 13> 1_15- 119> 1ES- <br />¥00 <br />t.h:6! <br />FOOTNOTE: *SAMPLE" <br />FIGURE INDICATES <br />ATTACHED -El- :54 <br />PROJECTION <br />- SPAN <br />O.H. <br />11'.3• 19'-A' 173* 12'.R" - 13'-1' _ 11'-6'18'-8* 18'-8" 18'-8' 17'-9 18'-4' 16'-2' <br />2-»26*1, 16. -fiG liG -15;3- 15;3· -6-3- 1340 <br />47ND37948 1*11 24" ge-42%:12-lwglug-134' <br />(EXP! 03/31 16'-1' 16'-_15-1'15'-1' <br />16'-1 '15'-8 <br />13'-2'13'-2'13'-2'12'J <br />f <br />h <br />24 <br />30 .032 <br />24' <br />18* <br />.042 <br />24' <br />--18'-8" --18'-8' -18'-8' --18'-8' -18'-8' --18'-3' <br />52>139>153>1115-1311>13:E- <br />15'-3'15'J 15-3'15'-3'15'-3'15-00 <br />22'£ gfr--35-5- 22'-n_355-- 3125--lz -r U r 22-r -19-r '21 -T - 12 -6 <br />35.-0-23>.23>35- <br />18'-6'18'-6'18'4'18'4'18'-6'18'-4 <br />TRIBUTARY WIDTH TABLE -CLEAR SPAN (FT.) <br />O.H. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 <br />| TRIBUTARY t <br />WIDTH <br />0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 <br />TRIBUTARY= <br />1/2 SPAN + 0.H.1'455667788991010111112 <br />mk·:,r <br />2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 <br />3 - 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 <br />E: TRIBUTARY ON MULTIPLE SPANS IS 4' - - - 9 9 10 10 11 11 12 12 13 13 14 14 15 <br />EQUAL TO CENTER SPAN TO CENTER SPAN <br />5' - - . - - 11 11 12 12 13 13 14 14 15 15 16 <br />DRMAN BY: EN TOM CAMPBELL & ASSOCIATES, INC.LIVE LOAD •MA'110 COVER SYSTEM AS MFG. BY: <br />DATE: 1001/2012 10,20 & 30 Ff DURALUM PRODUCTS, INC. <br />IAPMO ER# 0195 COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING RAFTER SPANS HORIZ. WIND z 8269 ALPINE AVE., SACRAJAEMTO, CA 95826SCALE: NONE <br />REVISED BY:IWICHO CUCAMONGACA (951)741-2107 90, 100 & 110 MPH (916)482-7021 FAX 403·1519 1,,@du,,moom SHEET 7 OF 33 <br />-1'-7' '8'-7 --8'-r '8'-1 -8'-7 -8'4 11'-8' -11'-8' -11'-8' -11'·8' -11'-8' -11'-4