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<br /> Job Truss TrussType Qty Ply LECY/REIDRES JG/RK
<br /> 01C30R iR3D ROOFTRUSS 1 1
<br /> �
<br /> Superior Truss,Minneota,MN 56264 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Wed Feb 09 14:36:17 2000 Page 1
<br /> 40-10-8
<br /> , 5-9-11 , 11-4-15 , 17-0-4 , 22-1-10 , 27-1-5 , 32-0-15 , 37-2-5 �9-0-0
<br /> �
<br /> � �
<br /> 5-9-11 5-7-5 5-7-5 5-1-6 4-11-10 4-11-10 5-1-6 1-9-11
<br /> 6x8/i 3x4 I I �-�0-8
<br /> 5x8=
<br /> 6x8= 5x6= 3x6= 4x6= 4x6=
<br /> 10.00 12 2 3 4 5 6 7 8 9 5x6��
<br /> W1 W5 V1/ W8 W8 W8 17 q10
<br /> 5x6= 1 0
<br /> �
<br /> � 1 4 c%�
<br /> d
<br /> q I�
<br /> � W6 W i18 17 16 15 14 13 12 �o
<br /> 10x12 M20H= 4x6= 3x6= 5x6= lo
<br /> � 4x8= 5x6= 3x411 ��
<br /> 23 22 21 20 19
<br /> 3x4 I I 4x6= 4x12= 3x4 I I
<br /> , 5-9-11 � 11-4-15 17-0-4 1,8-6-4 22-1-10 , 27-1-5 , 32-0-15 , 37-2-5 39-0-Q
<br /> 5-9-11 5-7-5 5-7-5 1-6-0 3-7-6 4-11-10 4-11-10 5-1-6 1-9-11
<br /> Plate Offsets X,Y: 2:0-4-0,0-1-4, 9:0-6-4,0-2-0, 18:0-8-8,0-5-8 !
<br /> LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udefl I PLATES GFiIP �
<br /> � TCLL 40.0 Plates Increase 1.15 TC 0.91 Vert(LL) -0.44 18 >999 � M20 1971�44 �
<br /> ! TCDL 10.0 Lumber Increase 1.15 BC 0.94 Vert(TL) -0.67 17-18 >689 � M20H 148/108 I,,
<br /> BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz;TL) 0.35 12 n/a I k'
<br /> BCDL 10.0 Code UBC/ANSI95 1st LC LL Min I/defl=240 � Weight:233 Ib �
<br /> LUMBER BRACING �
<br /> TOP CHORD 2 X 6 SPF No.2'Except' TOP CHORD Sheathed or 2-0-5 on center purlin spacing, except end verticals.
<br /> T2 2 X 4 SPF 2100F 1.BE,T4 2 X 4 SPF No.2,T3 2 X 4 SPF 1650F 1.SE BOT CHORD Rigid ceiling directly applied or 6-0-0 on center bracing.
<br /> BOT CHORD 2 X 4 SPF No.2^Except' WEBS 1 Row at midpt 2-22,1-23,10-12
<br /> 83 2 X 4 SPF 1650F 1.SE 2 Rows at 1/3 pts 3•21
<br /> WEBS 2 X 4 SPF No.3'Exrept'
<br /> W3 2 X 4 SPF 165CF 1.SE,W3 2 X 4 SPF 1650F 1.SE,W2 2 X 4 SPF No.2
<br /> W1 2 X 4 SPF 1fi50F 1.SE,WB 2 X 4 SPF No.2,W8 2 X 4 SPF No.2
<br /> WS2X4SPFNo.2
<br /> REACTIONS (Ib/size) 23=2341/0-5-8,12=2539/0-5-8
<br /> Max Horz23=403(load case 3)
<br /> FOflCES pb)-First Load Case Only
<br /> TOP CHORD 1-2=-1559,23=-1932,3-4=-5054,4-5=-4730,5-6=-4730,6-7=-4730,7-8=-4067,8-9=-2775,9-10=-1099,10-11=65,1-23=-2283,10-12=•2521
<br /> BOT CHORD 22-23=-0,21-22=1176,20-21=0,19-20=0,18-20=88,4-18=-246,17-18=5062, 16-17=4067,15-16=2775,14-15=2775,13-14=793,12-13=0
<br /> WEBS 2-22=-880,2-21=1501,3-21=-3058,18-21=2688,3-18=4020,4-17=-435,6-17=-512,7•17=914,7-16=•1126,8-16=1781,8-14=-1718,9-14=2689,9-13=-1459, 1-22=1550,
<br /> 10-13=1741
<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;op 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 UBC/ANSI95 If end verticais or cantilevers exist,they are exposed to wind. If
<br /> porches exist,they are not exposed to wind. The lumber DOL 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)This truss has been designed with ANSIITPI 1-1995 critaria.
<br /> LOAD CASE(S) Standard
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