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Jo]03�tB _ _ _ _ �2 s-_ __. � _ Co SmmanYTm+e <br />ProBub M'qlm. Miqlm W� B812J. Jan! <br />�i�.� .ao <br />�� 460 <br />80p� <br />/ � <br />'� // _—_ _ ---.. <br />_ __ —"— �tY IPIY iavelur.�vr.oiB _._. __ ___ ._ _. __ ._. <br />•fFaJ51 <br />1 1 <br />�_ JnE Relaeocelopinna9 _ _ <br />i350� t5]U11YTlYIMUSNt� IM 7p� 031]31�.]0201J Py I <br />1078kK00rGo3S97778qMxo�z�zOBk4n�Nz9VJ9�wiGM135�]zONmNOP tiaDySRUCYI?zKY�Z <br />. ._.� B4o ._. . —.__ _' _ - � <br />._-_ ____. -.uo___ <br />a�a <br />2 <br />�' � . <br />4 <br />a.a u <br />L4 = <br />111-0 <br />9�4 t9.L.' <br />��i�=11N5 <br />PO � <br />�_-- __- "_. �t —_.—__.—_�-----__ _--0L --. . . <br />400 ---. <br />LOADING(psp I SPACING 2-0�0 CSI � DEFL �n (bc) VOeO UE I PLATES GRIP <br />TCLL 25A Plateslnueaso 1.15 TC 0.21 Vetl(LL) -0.01 3-4 >999 T40 i MT20 185f148 <br />TCOL 100 LumDerinuease 1.15 II 9C 010 Vetl(TL) -002 i4 >999 180 I <br />BCLL 0 0' I Rep S�ress Inu Ves VVH 0.08 Maa(Ty 0.01 3 nla nla <br />BCDL B 0 CoCe IRC2009RPI2007 � (Malrix) I `__ Wel9ht 2216 PT =2�X� <br />I__ ._ .___'- —__ ' .___. _' _ _. _ _.- __— —_ <br />LUMBER <br />TOPCHOR� 2X4HFNo? <br />BOTCHORD 2X4HFNo2 <br />VvEBS 2 %4 MF SIuCIStO <br />REACTIONS (Iblsixe) 1=3751Mecnanical, 3=3351Mec�anicai <br />Mex Hoa 1=49(LC 3) <br />MaK UpIM 1=4Y(LC 5), 3=1Y(LC 6) <br />FORCES (Ib�-Ma[.COmp/Max.Ten.-AlllorCe5250�ib�orles5emeplw0ens�own <br />TOPCHORD 1-2=-400112,2-3=-008112 <br />BOT CHORD 1-0=0/309, 3-4=0f309 <br />BRACING <br />TOPCHOR� Slructutalwoo05heelhin9a�rectlyapplletlor6�0.0ocpurhns <br />BOT CMORD Rigld ceiling tlireclly appbed a� 10-0-0 oc braun9 <br />NOTES <br />1) Unbatancetl rool live IoaOs heve been consideretl lor �his tlesign. <br />2� KSnd ASCE 7-05; 85mph', TCDL=6.Opsl', BWL=4.Bpsl; h=25tt', Cet II; E�p 6, enclosed�, MWFRS qow�nse) yaCle en0 zone', caNdevrr <br />ietl anC right erposetl : entl vertical lett and right exposeG� lumGer DOL=1.33 ptate B�P DOL=133 <br />9� Tnis Wss has Deen Eesipnetl lor a 70.0 psf Eotlom cho�C live loatl nonconcunent wnh any ofher INe IaaOs. <br />4�' This truss has Geen Cesigned lor a Irve load ot TO Opsl on t�e Oottom chorE in all ereas w�ere e rectengle 3G0 teil Ey 2-0-0 wide w�u <br />lil be�veen Ihe botlom chortl antl any olher members. <br />5� Reter lo girEeqs) lor huss m W ss wnneCions. <br />fi) PmviGe mechanical connenion (Dy ol�ers) of Wss to 6earin9 plate capaEle of wilhstanCing 1001b uplifl at joinqs) 1, 7. <br />7� 71iis tiuss is deslgned in eccortlance wit� lne Y0091nfemational Resitlenlial Code setlions R502.11.1 and R002.1� 2 ana �e(erence� <br />stantlaiE ANSIlrPI 1. <br />B) "Semi�rigid pitchbreaks vnlh IixeC heels' MemCer entl fivity model was useC In I�e enelysis antl Cesign al t�is Iruss <br />LOAOCASE�S) Stantlard <br />�� WMNIbG�VenfyEeapnparamelen�nUmaJndesanlnsTrvu <br />valA Ip� use w�� MiTeh rqnriMa Dltle� only T�n pecpn n O�uc <br />ci Eesqn paramNen eM D�V�r Inmrpornron o� me mmpanem I� <br />Oesipnalqnt ftwxn m iMmEuel weE ertl UaE memMR ere In � <br />QJ�OMI G�f1n0101113U1E NGGY4�' OVMQ fAlISIIYCIU� tl 1�t ft{p0! <br />mieuev o11M euuana aeuoner or wn�r oline wsus <br />d['eMly.Nltl�011.Iil[fsllt5lle' <br />�U.`.R d� MW W S�C�n4uT.t�' COI11 <br />n Dnwnq �M �xluae� DrJ Fekrtna Snetl pev oyl t) Gefom ufe Desgn <br />pon qnmebra snawn. anG in ror m nUmaual tuaEmp componem nyDbuelry <br />iHdNyalWiNmpdesqnerorwro�ollMVufte6�Mi�utalkr tiitt�IreAnW <br />fvan CucNm9 �Y. nm to2ulOnp tl�EYOY Oraurq �Odfnntl lemponry reAnv�V <br />o�lna ntla0ar /Nanlaml pemuneM Umbup s0li4ry Ouun9 cltne o.ane tlmtlme <br />!na�� pu0mu repeNvq Ceupi mfponu0nqaf. hErcalnrt Qua4ty conlml. pan9e. <br />�. oso.e9 ana oe9 touaaNv emnpmem seiery �n�oimNmn�.vao.de kwn <br />��� SEPFi U� :i , <br />} �F.�iFT� ?� <br />yx <br />,r. <br />JC'`�,' <br />� <br />� <br />May 2,2013 <br />CONSULTINv uc <br />