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JOb . .- ..TN55 � - IN59TyPe <br />��wxaze I�w sonor*ry..._ <br />PmBu1E Mnqlo�. Miptpn N'A B!]S). JN� <br />�5 <br />E <br />,.,.,a.z^� _- — <br />1�-0 <br />_ ,�ao_ <br />Atl <br />ar <br />l�nce NamY��oie _- _ .._ _ . <br />itr.;sv � <br />xza.i - .:- oo.00 . _ .. ""]r�.-o, <br />_-._ v].1 __- - - � _ ].9.15 � t10 <br />_.,..i=t V 6 <br />�� � <br />ir.au <br />n.a u <br />�.ed5 —F— --13_09 _____,. _3?� �L .�-- �°'�— -�. <br />�--_—__i.a�s - o.x.i ..._.__ -__ —_ �_a.i zais—_— <br />__ _ —_ _—_— <br />PIa�c9flsetsl7S.Y1:[2�0-2-5.5�413J-[k:413.4_41�1.14-9-�9.�&�91—= -_.-...--�- . —_- -__.---- _..._— <br />�--.— <br />LOADING(psQ SPACING 2-0-0 T CSI DEFL in (bc) Utlell LJtl I PLATES GRIP <br />TCLL 25A Plales Increase 1.15 I TC 0.73 Vert�LL) 0.39 310 917 240 MT20 1851148 <br />TCDL 100 � Lum�erinuease 1.15 BC 077 Vert(Ty O.BB 9-10 d03 180 I <br />BCLL 00' RepSlress!nu Yes , WB Od2 Hoa�TL) O65 6 Nn nla � <br />BCDL 00 I CoOe IRC2C09/fPRC07 �I �Matrir) _ Weight 111 Ib FT = 2Gr'� <br />LUMBER <br />TOPCHORD 2X40FSS <br />BOTCHORD 2%4HFNo2 <br />WEBS 2X4HFSIutlIStd'EMcept' <br />N3'. 2 X< HF No2 <br />REAC710NS (Iblsize� 2=1380/0.S8 (min.0.2-4),6=1380/O�SB (miR0-1-4� <br />Max Horz 2=77�LC 5) <br />Max UDIM2=91�LC 5�, 6=91(LC 6) <br />FORCES (Ib) - Max. Camp.IMeK. Ten. - All lorces TSO (�b) or less eaceD� when sh�rn <br />TOP CHORO 23=41171147, 3-4=-YBd6I52, 4-5=-28461F5, 56=-0117R7 <br />BOTCHORD 2�10=-125l3669,9�10=-12513664,8-9=0f36F4.G8=0/3669 <br />WEBS 4-9=0/1970. 59=-17711198. 58=02^7.3-9=1 7 7 311 97.340=0291 <br />BRACING <br />TOP CHORD SVucluralwood sheal�ing Ei2ctly �pphca or 2-2-0 oc purPns <br />BOTCHORD RigiCceilinq0iredlyaDDlieCor2-2-Oo<Craun9 <br />N'Eft5 1 Rmv m midpl 5-9. 3�S <br />NOTES <br />f) Un7alanceE rool Irve IoaUs �eve Ceem m�sitlereti for this tlesign. <br />7� Wma: ASCE 7-05; BSmp�; TCDL=6.Ops( BWL=d.BpsF �=2511�, Cal. il', Exp BI enclose�; h1N'FRS (low-ns^� 9able enC zone, cantilever <br />Icfl anE ri9�1 exposetl : entl venc�nl lelt and righl eMposeC', Lumber DOL=1.33 plate grip OOL=1.33 <br />3) i�is t�u=s has Eeen Ocsignetl lot a 10 0 psl botlom Utortl hve loatl nontonwrtenl w�h eny o��er live IoaCs. <br />4)' T�is truss hes Le=�. tlesigneC lor e live loatl o120.Opsl on the �otlom cAord in all areas w�cre a rtttangle 3�bO lall by 2-0�0 w�Ae w�ll <br />f�t �etween the bottom rnc.tl end uny ot0er members. <br />S) Beanng at joiN(s) 2, G wnsirlers parallel to grain value usmg ANSIlTPI 7 angle �o grain lortnula. Buiiding tlesigner shoul0 veMy <br />wpacily ol0earing suAace. <br />6) PmviEe mechanical cannection (Cy ot�ers) al truss to bearing plate wpaCta olwMstantling 1001D uplm at pint(s) 2, 6 <br />7) T�is Iruss is tlesigneC in acce�dance wi�h the 20091nlemahonal Resitlential CaOe seclions R502.11.1 entl R802.102 antl relerencea <br />slanEertl ANSIRPI 1. <br />B�'Semi�rigi0 pitchbreaks wAh hxed heels" Mem�er en� lixuy moCd was usetl in the analysis and Cesign ol l�is truss. <br />LOAOCASE�S) StanCartl <br />WMNiNG�YenryCetpnD+�u^��«senErta�ndesonWiTm�Oe>�qn��nngaMircPo�eC�4FekmnceS0telptvW�Il;Deioreme�efqn I <br />wlqlwosewMMiie�mnnetldplY.etonhlTif0ea9nbbawEmlYuponWumelert�M+n.�nEbMmnOn+EualEUMmOmmpoMMMO�oyN . <br />ol0espnywmeten�nGproPo��Nomwnolt�ecomponemnempaoudMyolWiangCaqnerorawneroiinewssvurAmsuner l�ierMreunin �, <br />aesipnnlnn��MwnminEn+EuetweO�MdwNmemEenarelacompresawiEUUJnpwYY.�loNw4]nyYao�4yer��rpAOMqrullertqw:�ryrertraM . <br />p�.d9ON1 dYLVltf IO ifl W IO f1iGtl�Y du�l�j W�S�fYC19� �9111� flfy0113m�k�'J 01I�O YIf1Y1!!. /b'��iOMI pl11118M11� Uuil]IIIQ ��1b41)' M�tl1Q 011�! 0'RIiY SINtlYfB <br />91�e �<ipOnuOnAy o��M DmldnA peu9^tt or Mner o110e Luius Got qentlY pwUNte �lpoNilq OeY'pl �efpOnLOYIat hp�CIIup Quel.ty mnlNl. pofapa. <br />acbwry. emq�on. blenl resNal �M Uaqonal pr�unp. wnw9 PNSbi{'I t. D58-89 mG EICS� (BwAmp Oompa+enl 5efery Inio�maUon) �wP�de hom <br />socne�.�.wsec�m�srywm . . ----" - - <br />��sert� o�.�"` <br />fTF <br />�� ��.�°r_'� <br />May 2,2013 <br />�� <br />CONSULTINGe�e __ <br />j <br />