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�ul . 11 � ?006 10� 55RM No � 1641 P • 1 <br /> ' ��, � '�'n�ss 7mgg 7ypE Qty Ply b$j HOME SOLUTlONS lLC 7CL <br /> ��Z R3 SPECIAL <br /> 8 i <br /> Scherer Broth���a Truss Division,Albemipe,Mru 553p1 � . � J°b Rpf�'e�{p��onelj <br /> 6 30��Ayr 79 2006 MiTek Industrigs,��C, Tue Jul 11 70:3630 20QF P��;�� <br /> �-'�'�. 8-�-15�—7=15. � t1rC-71 , 16-8-8 <br /> �— -•—� <br /> 1-4-$ 3-7-75 3•S-7 :43-8 5-3�13 <br /> 4x6::� <br /> State=1�69 <br /> 4x6 =:: <br /> 4 <br /> 5 <br /> 3x4% � � <br /> � � <br /> 16�00�12 �� �f3 <br /> � `'�.\ � <br /> wa \sxs— <br /> I s <br /> 3x4/ �" � � . W9 \ <br /> / ,i;%.� \�— ---�� <br /> I vv2 �''`` ao 5=s .�. � <br /> 2 � '�. 0 'r o <br /> - i 3x4 i � 3x4-� �:. <br /> �� -- uf '�-.. � h <br /> '.�:• 1' �:\� � <br /> i � .i <br /> � 3xd t: 8.00 r2 <br /> 13 <br /> 1Z 2x4�� <br /> f �..sxa ii <br /> I � 3-_ 7-75 ,_. 7•1-5 , 9-3-0 74.4.11f 16-8�_� <br /> 1 � 3-7-t5 3-�7 2.7.41 2•1-11 5-3-13 <br /> Plale Oflsets(X,Yj:�[�:p-1-0.0-1-81,13:0-1-8.0-1-8],f4;0-2-8,0-t 0],(5:0-2-8,0-7-01,f6:Edqe 0-4-�, D-2�,0-1-p�,f9:0-2�,0-2-12] <br /> � _ - -- ] C� - _ _ <br /> LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) Ildefl Ud PLATES GRIP <br /> TCLL 35.0 Plates�ncnease �.15 TC 0.48 Vert(lL) •Q.03 9 >999 240 MT20 169/923 <br /> TCdL 10.o Lumber tnerease 1.15 8C o.23 Vett(TL) -0.05 �-�3 ?ggg i80 <br /> BCLL o.0 Rep Slress incr YEg Wg o 31 Morz(T�) 0 07 13 n/a n/a <br /> BCDL _ -90.0 Code IRC2pfl0/ANSI95 (Mat�x) W�ignt:93�b <br /> LUMBER .. BRACING ~— - — . _ <br /> TOP CHORf}2 X C$PF No.2 TOP CHORD She3thed or S-T-3 oc purlins, except end veRiCAlS. and 2-0-0 oC <br /> BOT CHORD 2 X 4 SPF N0.2 purllns(6-0-U rnax.):4-5. <br /> �NFBS 2 X 3 SPF-S No2'Exr,ept• BOT CHORD Rigid ceiling directly appfled or 10-0-0 oc bracing <br /> W1 2 X 4 SPF No_2:W10 2 X 4 SPF No.2 <br /> REI►GT10N5 (Ib/sit6) 12=1D�16/0-5-8.13=897/0-3� <br /> Mtax Horz 12=3�0(load C3SA 4j <br /> FORCES (Ib)-Maximum CompressionlMaximum Tension <br /> TOP CHORD 9-2=0lt09,2-3—Q94/g5,3-4=-9771134,4-5=�12/908,5�=-976/103,2-12=-1015/70.7-93=-887/0.Pi-7=-$77/Z7 <br /> BOT CMOfcD -- ,t0-11=-301/641.9-1D=-2271614,8-9=-140�563,7-8=37/97 <br /> W�BS -�T=-295/10. 10=22/933,4-9Q=103/T44,4-9=0�309,5-9=-203/417 5�8='192nDn 2-11�015f'! 6-8=9M4t9 <br /> ---�.� <br /> Nores �7� <br /> I 1)Unbalancctl roof live loads have been cons;dered far this design. <br /> + 2)WinC:ASCE 7-98;9pmgh;h^25f1;7CQL=6_Opsf;BGD�=S,Opsf,C�tegory tl;Exp B;enCloSEd;MWFRS interipr zone;C�nlil9ver left <br /> � and right exposed;end vertical left and right exposed' lumber DOL=1..33 plate grip DbL=1..33 Plate metal DOL=1.33. <br /> � 3)Provide adequate drainage to prevent water ponaing. <br /> 4)Tttis tluss has bGan designed far a 10.0 psf boUom chorci live�oad nonconcurrent wifh any other five loads. <br /> , 5)Bearirtg at joint(s)12,13 COnSidets paralle[fo grain value usfng ANSI/TPI 1 angle tp grajn formula Buitding designershoufd verify <br /> capacity of bearing su�face. <br /> 6)De:iyn assumes 4x2(flat erieniationJ purlins at oc Sp3ting indicated faslened to truss TC w!2-10d nalls <br /> 7) <br /> LOAD CASE(5) Standard <br /> � <br /> I <br /> I <br /> � _ .. . . _ � <br />