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<br /> Job Truss TrussType Qty Ply LECY/REIDRES JG/RK
<br /> 01�30R R3B ROOFTRUSS 1 1
<br /> Superior Truss,Minneota,MN 56264 4.032 s Feb 18 1999 MiTek Industries,Inc. Wed Feb 09 14:36:12 2000 Page t
<br /> i 5-0-9 , 9-9-11 , 17-0-4 � 22-5-8 , 27-9-1 , 33-2-5 , 38-9-0 ,
<br /> � � ,
<br /> 5-0-9 4-9-1 7-2-9 5-5-4 5-3-8 5-5-4 5-6-11
<br /> 6x6=
<br /> 6x8��
<br /> 5x6= 3x8 3x4 I.! 4x6=
<br /> 3 4 5 6 7 8
<br /> 10.00;12
<br /> 4X6/i I 4
<br /> � W1 I W3 W7 W7 6 5x6=
<br /> 2T I �i 9
<br /> WI4 �
<br /> 3x4 I I B? I W 10 1
<br /> �
<br /> 5 � I � I�
<br /> � , M
<br /> i � 1 r
<br /> � I, W2 �
<br /> �5 14 13 12 11 10 0
<br /> � '� = 4x8= 4x6= 3x6= 4x6= 3x4 II `'�
<br /> 19 18 17 16
<br /> 4x6 I I 4x8= 3x4 I I
<br /> , 9-9-11 , 17-0-4 1,8-6-� 22-5-8 , 27-9-1 , 33-2-5 , 38-9-0 ,
<br /> 9-9-11 7-2-9 1-6-0 3-11-4 5-3-8 5-5-4 5-6-11
<br /> Plate Offsets X.YI: 3:0-4-4,0-2-0, 8:0-4-0,0-1-4, 15:0-6-QO-4-8
<br /> LOADING (psf) SPACING 2-0-0 CSI DEFL (in) Qoc) Vdefl PIATES GftIP
<br /> TCLL 40.0 Plates Increase 1.15 TC 0.91 Vert(LL) -0.19 17 >999 M20 197/144
<br /> TCDL 10.0 Lumber Increase 1.�5 BC 0.90 Vert(TL) -0.33 18-19 >999
<br /> BCLL 0.0 Rep Siress Incr YES WB 0.85 Horz(TL) 0.15 10 n/a
<br /> BCDL 10.0 Code UBC/ANSI95 1st LC LL Min Udefl=240 Weight:231 Ib
<br /> LUMBER BRACING
<br /> TOP CHORD 2 X 4 SPF 2100F 1.8E'ExcepY TOP CHORD Sheathed.
<br /> T1 2 X 4 SPF No.2,T4 2 X 4 SPF 1650F 1.SE BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing. Except:
<br /> BOT CHORD 2 X 4 SPF No.2 1 Row at midpt 4-15
<br /> � WEBS 2 X 4 SPF No.3 WEBS 1 Row at midpt 3-18,4-14,7-13,8-11,9-10
<br /> 2 Rows at 1/3 pts 2-19
<br /> REACTIONS (Ib/size) 19=2326/0-5-8,10=2322/0-3-10(input: 0-3-8)
<br /> Mau Horz 19=492(load case 3)
<br /> FORCES (Ib)-First Load Case Only
<br /> TOP CHCRD 1-2=-0,2-3=-1994,3-4=-2822,4-5=-2715,5-6=-2715,6J=-2715,7-8=-2253,8-9=-1775,1-19=-241,9-10=-2266
<br /> BOT CHORD 18-19=1376,17-18=-0,16-17=0,15-17=105,4-15=-469,�4-15=2824,13-14=2253,12-13=1347,11-12=1347,10-11=0
<br /> WEBS 2-18=273,3-18=-743,15-18=1684,3-15=1914,4-14=-189,6-14=-544,7-14=841,7-13=-1230,8-13=1614,8-11=-748,2-19=-2420,9-11=1608
<br /> NOTES
<br /> 1)This truss has been checked for unbalanced loading conditions.
<br /> 2)This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level,using 10.0 psf top chord dead load
<br /> and 10.0 psf bottom chord dead load,1000 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of
<br /> dimensions 46 ft by 24 ft with exposure C ASCE 7-93 per UBClANSI95 It end verticals or cantilevers exist,they are exposed to wind. If
<br /> porches exist,they are not exposed to wind. The lumber OOL increase is 1.60,and the plate grip increase is 1.60
<br /> 3)Provide adequate drainage to prevent water ponding.
<br /> 4)All plates are M20 plates unless otherwise indicated.
<br /> 5)WARNING:Required bearing size at joint(s)10 greater than input bearing size.
<br /> 6)This truss has been designed with ANSI/TPI 1-1995 criteria.
<br /> LOAD CASE(S) Standard
<br />
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