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Job lmss <br />,n]a200e I� <br />vm0una Mmplen. M.�p!on N'499:]d <br />�e�, <br />�i1R159TY�`O <br />� <br />eoo�v <br />2u II <br />s.a ii <br />�pry �Pry '�e�c�rmnw�3ole <br />1 I� <br />_ _jJoh RelarenryloptanalL_ <br />1]50 � AW 25 Nl l M�TeA InM�tre� I <br />�B�-9D 7BkK00Ro359i77BpM+oPzOBk9jN5�OCACSeKN� <br />�}PU <br />- �aoa <br />4.i <br />; 1 <br />1,a <br />�'i^l <br />�\ <br />—�L-�n:--__ _..__ J_____" <br />^��— z.a :i <br />5 <br />2�{IBM S <br />IGLE+Jf 5 <br />ni � <br />s�a�.,, = i s�, z <br />J <br />__— _ .']r4 : . d <br />�a � <br />10�5 <br />10Jd <br />RI60 _ . . IS40. —.. —.__ _ _ __ _ _ . . . <br />�— _ _— _ .__ . ._ ].168— .— _ _ ._ —_ ., - _ > 168 _ <br />. _ _ ___ _ _ __ _. _. __ _ _. _ . ... ____ . _ _. __ ._ .—. <br />"_._ . _ . .__ _ 1 ._ ._ _ . ___ _. <br />_ _ . _ .. II__ ___._ . � <br />IOADING (p.Q SPACING 2 0 0 � C51 I OEPL in poy Utlell L/tl PLATES GRIP <br />TCLL 250 Plateslnuease 115 � TC 048 I Ven�lL) O.W 15 >999 240 i MT20 1851faG <br />TCDL 100 LumEerinuease 115 BC 028 Vert(Ty 0.18 &5 516 1B0 ' <br />BCLL 0.0 ' I Rep Stmss Inu Ye5 WB C15 II Horz(Ty -0.O7 4 n/a Na I y�'eighf. 48 ID FT = 20 [, <br />BCDL 8.0 Code IRC200^TPI2007 (Malnx) , : <br />. __ .__— _:. __ _ _ - __ _ _ _ _- __ _ _ __ _ _ .- _ . .. _ _ _ . _ _ ..._ — <br />LUMBER BRACING <br />TOP CHORD 2 X 4 OF SS TOP CHORD Slructural vroW s�eatning directty appl�etl cr 10-0-0 cc punms <br />BOT CHORD 2%4 HF No.T B0T CHORD RigiC ceilin9 tliretlly applied or 6-60 oc �raang <br />WEOS 2%4HPS�uC151E <br />OTHERS 2 X 4 HF SlutllSitl <br />REACTIONS �I��s¢e) 6=153/D-SB (min.04-8�,4=153/0.5�e (mn.0�1�8�.5=55��0�5�e �m•,n 0-b5� <br />Idax Hors 6=-32�LC 3) <br />N�ax UDIAt6=�60�LC 5).4=65�LC 6) <br />ldax Grav6=1 i6(LC 9�, 4=176�LC 10), 5=958�LC 1) <br />FORCES pp�-Ma�.CamplMax.Ten-Plllc¢es250pb�orlessemeptwhenshchn <br />TOPCHORD 1�2=0/460.2-3=0rq60 <br />BOTCHORD 1-5=3801�,3-5=-388�0 <br />WEBS 2�5=789/0 <br />NOTES <br />1) Unbalancetl rool live loads hava C^.cn ccnsitle�ed Icr IOis tlesl; n <br />2) V✓ntl. ASCE 7-05; BSmpO; TCDL=G 7osi, �CDL=4 tlpsl h=25t1, Cai II, Exp d, en.msea, IdN�RS Ilow�nse) ga�le eocl mne, cnnloever <br />ieft antl riqM exposetl ; end vertical Ic ; antl n9n1 eaposetl Lum�er �OL=133 plate 9rip �OL=1.73 <br />3) Tliis iruss has Ueen tlesigned lor a 10 0 psf �o��om chord live loatl nonwncurteni wAb eny other Irve loa�s. <br />4�' ThiS truss �es been EeSigne0lof a live loatl ol ]O.Opsl on lne boilom cborC in all area5 w�ere a rec�angle 1FO lall Oy 2-0�0 wi�e wal <br />lit between Ihe Gotlom c0ottl antl eny other memUers. <br />5� Pmvide mechaniCal connedion (Ey ol�ers) ol iruss lo �earing plate Capa'�le ol w��stan0ing 1001� upIAI al jomt�s) 6, 4. <br />G) 7�is buss is tlesiqnetl In acwrEenre wM1h the 20031nternalional ResiCemial Code sedions R502.11.7 anE R802.i�2 anC relerencetl <br />standard ANSIrtPI 1. <br />7)'Semi�rigitl prtchEreaks wrt� fixeG heels" MemEer en0 fixity moCel was useU in the analysis anJ Aesign ol ihis Vuss. <br />LOAD CASE�S) Stanaara <br />�NPNNiNGN[nHan�9nDe�dTel[r5in41[.Onmt50n�h{TIm3GG3ynl <br />w�q ror ma �nn MiTt� mnnttlu plales on�y inis Oevgn is EastU m�y up <br />oi tlesqn pmmmen ar.e pmper ncorponiwn onne componeN �n rt Wonu <br />EeLyntlpOf ]tWNO on inGiNWaI wt0 �M NON TtmMn rte Ip f�mqptl <br />oo4�nal baun9lo in.�....yCn9Y Ounnp wn9ruaan is ��e ippcm�Uity al <br />alnei {� t,l,� �In t pEe, c �In I sseaPo�gen <br />a�a, aMaa�i : t � � �.s�. nu5iaai . <br />._.n......,;ic�a�ny�um <br />Ixmp anC ircJUEN O�J Relerentt SMeI (rev 011 I) Eel.2 ux [klqn <br />pammehn tmwn. an0 ii br en m�nbvl Du��Onp componeN AyDuaNp <br />Ayo1W�NnqC<ip�erorawMiollMlNbei�MlnsOlkt IB�N�lreqnit� <br />i puWm9 orvy. nd brWiEn9 W+��h ��oun9 /dmtamitempcnry roln+n/ <br />m9aner n��mom�permanemouiemqsme�o.ryeqwpollnao�ennumaun <br />�iaua�nc � e�yaevynrc o:e a e.iao�: wn.aainr�mci s•oraqe <br />so-esa�ao.,i �.��qco-m; . w n-.�=�, t .n,uom� <br />_�'"'oset ra v, �� <br />� -1 >. <br />�Pa �C'�.�L\f <br />� <br />May 2,2013 <br />� ` <br />coNsuir�Nc:!� <br />