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<br />Dt~-U~-~UUj nUN UQ;lQ rn <br /> <br />r n/\ nv. <br /> <br />IJob iTrlissITrussTY~"-' ' <br /> <br />12437c ; FT6 I FLOOR <br />. . I <br />AdilO\S Building Mlllerials, Brooksville,FL 34604'6824 <br /> <br />-- ---- -jOIY-'- '[PIY i <br />IS 1 ; <br />I Job Rererence (optional) <br />..- -5.100 s-May 30 2003 MiTeK: li1duslries'-lric. Mon Dec 08 14:03:042003 Page l' <br /> <br />1-3.() <br /> <br />0;";11-8 <br /> <br />P-lO-?; " 2-0-0 <br /> <br />; _..-1.:0-9 <br /> <br />1-1.8 <br />---it .. <br /> <br />, <br />0-1-8 : <br />Sb.i.. 1'31., <br />J~" I <br />t -.f <br /> <br />4><5" <br />2.. <br />,0 <br /> <br />h.!i <br /> <br />316 FP.:..: <br /> <br /> <br />," :1G <br /> <br />,I <br />b.: <br />"1~ <br />~' I <br />I <br />I <br /> <br />2)11\ :lJl4 . 44~ _ 3)14 1x-4 3x4 . 3x4 - <br />1 ~ II? lot; T' t-'0e . 5._ ~ __-* <br /> <br />i',f,~;--}1f 'Ii"-" ^ f~ <br />:t;;'~i:',-;':", -- "},;---~-._----::-"-:t:-~~.:--~3:'::~--=--':'~ - -:---(. <br /> <br /> <br />24'-' "~3 22 21 :10 18 16 17 16 15 <br /> <br />5Jl5 4)15 :1 "AS It :0.6.\ 2..6. II 415 11 4K5 II 2xC II <br />3<6 FP = <br /> <br />3x6 FP::: <br /> <br />3<5,1 <br /> <br />..e'" , <br /> <br /> <br />i ".o~::, f~ VI ':::"~Hl:~"":::] ]30:'~:~ 1.~9'::~~;:f:'.~":~:.' 1:~~:Edg':~::;'12;:';fOO'f<::~~,"J <br />". ., '. ' :~::l: [~~:~~~;~~~l: l~.~iZj~:~~~~J: !~{~d3~~J~J: f~~i~itg_:~~Ui~~J~J~~ol~~.~:~-0>=~~e~_(19.,O~3-0~~d~~J,120,O:3-~~~-0-~1: r.aO:_3~~_! <br />! ~gt~INGfi.~ ":- -u~fa~i'~~a~~- -1~i -I--'~g;-~::;r--~~~~'- -_~~~-il~i"-~~g--~~gu'--l-,u~~~~ES" -'~~~~o' -.--! <br /> <br />TCDL 10.0 . Lumber Increase 1.00 -BCM1 l' Vert(TL) -0.68 17 >386 360 i <br /> <br />ggBt g:8 i, ~~~Stre~6~%AN~~~ "i, _~~~r~ __ ~:~~L~~~.._1~/~. .n/~_ J ..~~_i.9~t:c14~...I~_ <br />LUMBER BRACING <br />! TOP CHORD 4 X 2 SYP No.2 TOP CHORD Shealhed or 6-0-0 oc pUrlim:..-eicept end .erticals. i" <br />i ~~~HORD : ~ ~ ~~~ ~g:~O BOT CHORD Rigid ceiling direcUy (~or IG.o.o~~'r~~~~~______J}~--c.= <br /> <br />l'EAclIONS OW,,,, 2<079....0, M9",~~0'L~o 1 -03~ <br />,FORCI:S (Ib) - First Load Case Only , I <br />. TOP CHORD 24.25=.799,1.25;-798,11-26;-800,10-26;-799, 1-2=-868,2-3=-2200, 3-4=-29n. 4-5".3547, 5-6=-3748,6-7=-3585,7-8=-3043,8-9;-2182, \/-10=-871 '1 <br />BOT CHORD 23-24=44,22-23=1602,21-22=2972,20-21=2972, 19-20"2972, 18-19=3762.17-18=3762.16-17=3781,15-16=3043, 14.15=3043, 13-14=3043, 12,13=1603, <br />! 11-12=44 I <br />; WEBS 3-21=678,4-20=-536,7-15=-509,8-14=564, 1-23=1094.2-23=-995,2-22=811, 3-22=-1219, 7-16=720,6-16=-266, 6-17=-46, 5-17=-2lJ, 5.19=-293, 4-19=763, <br />: 10-12=1098.9-12=-993,9-13=786,8-13=-1196 I <br />: NOTES . <br />1) Recommend 2x6 slrongbacks, on edge. spaced a11O-0-0 DC and fastened to each L'Uss wllh 3.16d nails. Strongbacks 10 be at:ached to walls allheir olller ends or , <br />I restrained by other means. I <br />! LOAD CASE(S} Standard tJ.;.,O flI- . ! <br />: fK l~~~, I <br />I ' <br />; fLLH'n~E.R. CUi 3" \-tOLj;:. "L~ T/c.\-+op--o otJ t-.'I i <br />! <br />, <br /> <br />i <br />, <br /> <br /> <br />\ l.,gll <br /> <br />"Lr0 <br /> <br />F f20 "" <br /> <br />~J:.GHi <br /> <br />tOO- <br /> <br />i <br />; f{C--PMr2 ~ M?Lkt.~-._./lx-_4Jo~_",~,y.,/?,,~__.QNBoLlf <br />i..WI/oJ ,,@_.3 <br /> <br />I <br />SF() ~ Ai /LLd <br />......--.._.._..,----,..'1-.._..,---~~ <br /> <br />f~o~- ['-l",-Sm.C( 1~c::i)_..AlJ)f\J..G___~t...~._._t!._~_8..~~._ <br />