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<br />..Joo <br /> <br />TJO <br /> <br /> <br />1594 <br /> <br />, Truss <br /> <br />I Qt," 'fillY ! <br />11 ! 1594 I 0 Cj (00 '0 <br />Z.lOO 3 MiTA~ Indu~tries. Inc. F~i Mar 25 14:03:26 1994 Page <br /> <br />rrus~ Type <br /> <br />H~rmicaqQ ~nq~nee.ing <br /> <br />on~ <br />- <br />. <br />f? <br />~ <br /> <br />1 <br /> <br />tat> <br />0-8~ <br /> <br />7-10-14 <br />7-10-14 <br /> <br />15-0..0 <br />7-1-2 <br /> <br />22-1-2 <br /> <br />30.0..0 <br />1-10.14 <br /> <br />3?Sf <br />0-8-0 <br /> <br />7.1.2 <br /> <br />4X4 <br />D <br /> <br />..... <br />.- <br />. <br /><7 <br />e <br /> <br /> <br />- <br />I <br />~ <br />o <br /> <br />4.000fU <br /> <br />on <br /> <br />I <br /> <br />~ <br /> <br />A <br />3x6 <br /> <br />Ie. <br />~4 <br /> <br />J I <br /> <br />3d 3Jt4 <br /> <br />H <br />1A4 <br /> <br />G <br />3x6 <br /> <br />1.10.14 <br />7.10-14 <br /> <br />15.0-0 <br />7.1.2 <br /> <br />22-1.2 <br /> <br />7.1.2 <br /> <br />30.Q..o <br /> <br />7.10.14 <br /> <br />-j <br /> <br /> .- <br /> , <br />l.OAtJmli lpaf) SP.ACING ~-O-O c=s: J:)aPL 11nl (loc) l/den ~s. lilUP <br />re:u. 20.0 Plates Inc;~ease 1-1S re: 0.80 Vert(U) 0.18 J/H 99i M20(2O'l';;\) 199/146 <br />TCDL 7.0 LlIIlOer InC.('ea-='EI 1.15 Be 0.54 VElr~(1'!.1 0.27 J/M 999 <br />BeLL 0_0 Rep Stress In.:=- YEs WB 0.81 lior:; (Tr.) 0.09 G t'l/", <br />8CDL 2..0 Code '1'PI Min Length / LI. dafl - 3Eio We191'1t, 90 (lo,,) <br /> , <br /> <br />LDNBl!.R <br />TOl? CHORD <br />SOT CHORD <br />WEBS <br /> <br />REA.::'1':ONS <br /> <br />!'OIlaS <br />TO"' CHORD <br />BOt CHORD <br />WEBS <br /> <br />2 X 1 SPF 1650F l,$t <br />2 X 4 S?F :-10.2 <br />2. X 4 SPF No,3 <br /> <br />~:Z:NG <br />TOP CHORD <br />BOT CHOilO <br /> <br />. Sheat~ed <br />A-K:4-4-4, J-K:4-4-1, :-J:~-4-10. H-l:4-4-10, <br />G-;'!: 4-4-10. <br /> <br />(105/ ~ize) <br />Max lio!;":; <br />Moll( UpH.n <br /> <br />A-89i/0-3-e, G-e99/~3-e <br />A--36(lQ~d Qase 3) <br />~--a81(load ~se 21, G--aall!oad ~8e 31 <br /> <br />A-B--1960, e-C--1394. C-D--1334, D-~--1334, E-~--1394, F-G--1960 <br />G-HMlaS4, M-t-1954, :-J-1S54, J-K-1B54, A-K-18~4 <br />B-K-30, 3-~--621, D-J-465, ~-J--621. F-H-JO <br /> <br />NO!rBS <br />1) 7hi~ ~rU3S has b~qn designed fQr the wind loads 9~nqrated by :lO.O m.~_h. winds at :5.0 fee~ ~bnve grOund level, ~~i~g <br />P.3,f, top chord d~ad load and 1.0 p.s.i bottom cho~d dead load, 10.0 mi!q~ from huc.~~ne oeeanline, On a cace~o~y I <br />enelo3ed buildinq, of dimenaion5 48,0 by 30_0 with expo~ure C (ASCE 7-881. ~umber I~~rea3e _ 1,33, Pl~te Inc:e~3~ ~ <br />1.33 <br />Z) The bottom ~hord deaa lo",d shown ~~ ~ufficiene only to COVElr "he t~~a we1qht itDEllf and dQeG not allow fo: any <br />~ddit1onal lo~d to be addRd ~o the ~ttQm cho~d. <br /> <br />toAD CA&E(S) Standa:d <br /> <br />