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<br /> LORDING (psQ , 3PACING 2�0-0 C51 ��, UEFL In (ioc) I/GM UO 'I p1.ATE9 GRIP
<br /> iCLL 25A � Platesincrease 1.15 I TC 0.54 Vetl(LL) -0.36 79 >BB9 210 �� TN20 185/144
<br /> TCOL 70 � Lumberinueaw 1.15 � BC 07B �. VM(TL) •0.81 111� >55] iB0 '
<br /> ACLL 0.0 ' �I Rep5lreenina VES WB 061 ', HaaQL) 0.23 10 Ne Na ��.
<br /> r?WL 10.0 CotluIRC2008�TP12002 � (���x) � � Weqhtt1391b FT=O°6
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<br /> LUMBER � BRACING
<br /> TOP CHORD 2 X 4 MF 1850F 1.5E TOP CNORD SVuttural nmd shenihinp direcUy epDlied o�2-01-15 oc Purline.
<br /> 90T CHORD 2 X 4 HF 7650F 1.SE BOT CHOR� Riqid cellin0 tlireclly aOF�ietl ar 10-0.0 oc 6reanq.
<br /> N'EBS 2 X 4 HF SIuE/StC WEBS 1 0mce at mitlpl 513,7•13
<br /> REAC710NS Qb�siie) 2=17ifi'0-5-8 (m:n.42-11),70=17/8I0�5-8 (min.U-2-11) � IPII _ I�II``//�L
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<br /> FORCES (10)•Mez.Comp Pdas Ten.-All lorcae 150(I�)w less azcept whan shmm. I ��,/ 7 q
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<br /> WEBS 344=4J7/142.5�14=01:57.61J=88B/16J.61J=-05/12G2.743�-888/167. . � i '�/r L•" '1_ :
<br /> 7.12=0'S57.4.t2--<7J!142 ����I'iI1�� ,ic:i�'!�C'1;� �
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<br /> NOTEF
<br /> 1)UnDa!ancad�oo�Irve ioads hare been corisbered for tnis das�pn.
<br /> 2)Wirxf:ASCE 7-05;BSmph;TWL=�.2pn1;BCOL�1.Bpsf,M15f1,CaL II:Exp B;endowy:MVJFRS(lav+ise)gade end zone;ran6lever
<br /> lelt entl tlOht ecposM:end veN�al icft erW nBhl ozposed,lumher DOL=7.80 plate grip DOL=1 6a � R, n7�
<br /> 3)This W ss hae Dren tleaip�mtl lor a 10.0 psf Eotlom cliad tive beE naneonwnen�MiM arry other Yve IoaOa. /
<br /> 4)'Thle W ss hes becn desipnM tor e hve IoaC o!20 OOsf on the botlom diord�n all amee where e fecta�b 380 tell by 2•0-0 wide w�ll ,,�i�� 1Vq��� ��
<br /> fit beM�een Ihe bottom UoN antl eny otf,e�membero �/�V � S �h�
<br /> 5)This Wss b Oespoed in accoNnnce wiJi l�e 20061n1ema''.anal ResMfnntlal Code seclion�R502.11.1 enE R002.10.2 and referenced � C' Ci�
<br /> i.-
<br /> slanderd AN51/fPl t.
<br /> G)'Semi-raid 0�ichbreeks vRri fixea�eels Momber end fixiry model was useA M lhe enalysis aM denipn d Min huas.
<br /> 7J Tn.e:r�ss waa Dui9 in 2009 6y Wo�tli�w0e Tn:ss,hic. The rool ia 25'!0o tall,Ne�Mom t�is Wes needs to De modified lo teduca ihe
<br /> he�:dh.'et least 1B' Pmvde atlequale remporary suppnrb fw the hussea until moCifiwtionn aro mmp�ete. MoCiry the truss W Inae�ting �7 •�
<br /> new 2•6 DFL-Nc.2 memben es sM�m. Cut elt members lor a tipmld AdA 17 CDX pywaoC Ounante ro Cotl�fecef d Me huss,M to 2,�,,�� �
<br /> Iho size anC slwoes a1aw�. Attech the O�ssod wM.191'z 2.S naib in all Waa rt�em0en aa fdiohs:2M mert�be�a.uie ona rar
<br /> n
<br /> saeced a^cn centr,2R8 memM�9.use�w r�ws aPacea a•on center. Stapper tne na�iinp hom hcnt ro beck ro pravent wood epittinp. '�'�C F�LSTY,HF�t��
<br /> 6) OSB��tne same thickness may be s�Sstituted fcr CDX piyv.rood 8uaseta.� S�Qvt, ;�l
<br /> 9) EdB�'��ance la all nals is one inuh(1")or wlEdenl to prevenl splRUrg of wood.m �`,�����R
<br /> LOADCASE�S) SlanEaN Apri126,2012
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