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<br /> Job Truss Truss Type aty Ply LECYlREID RES JG/RK
<br /> 01030R R4C ROOFTRUSS 1 1
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<br /> Superior Truss,Minneota,MN 56264 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Wed Feb 09 14:36:30 2000 Page 1
<br /> 19-2-4 27-7-0 30-8-12
<br /> � , 4-6-9 , 8-0-0 i 12-10-3 , 16-6-12 ,19-0-8„ 23-2-13 , 27-5-4 „ 30-7-0 �, 34-6-5 36-5-Q
<br /> i r � � � ��
<br /> , 4-6-9 3-5-7 4-10-3 3-8-9 2-5-12 4-0-9 4-2-7 0-1-12 0-1-12 1-10-5
<br /> 4x4�i p_1-12 3-0-0 3-9-12
<br /> 4x4��
<br /> 5x6= 4x8=
<br /> 10.00'�12 4 5 6 7
<br /> II 4x4// � 4x6��
<br /> I 4
<br /> T � 8
<br /> 6x6= 3 S W , W� Q 4x6\�
<br /> � 6x6= � ' 4
<br /> r' 1 g � W 11 9
<br /> �T I 1 � 5x6��
<br /> � 16 VLI 5 � 3
<br /> I � I 'I � 15 � 14 W 1 0 To��
<br /> � o m � 11r
<br /> I21 20 T 19 Sx14= 8x8= 1T
<br /> I3x411 4x12= 3x8= 17 16 12.00 12 13 12
<br /> 5x8= 6x8// 3x411
<br /> � 3x4 I I 6X8��
<br /> , 4-6-9 , 12-10-3 , 16-6-12 ,19-2-4, 22-2-4 , 27-7-0 , 30-7-0 , 34-6-8 ,
<br /> 4-6-9 8-3-1 0 3-8-9 2-7-8 3-0-0 5-4-12 3-0-0 3-11-8
<br /> Plate Offsets X,Y: 13:0-4-0,0-1-0, 16:0-4-0,0-1-0, 18:0-5-12,0-3-12
<br /> � LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GflIP
<br /> TCLL 40.0 Plates Increase 1.15 TC 0.80 Vert(LL) -0.22 17 >999 M20 197/144
<br /> TCDL 10.0 Lumber Increase 1.15 BC 0.88 Vert(TL) -0.43 1940 >951
<br /> BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.26 12 Na
<br /> BCDL 70.0 Code UBC/ANSI95 1st LC LL Min I/defl=240 Weight:235 Ib
<br /> � LUMBER BRACING
<br /> I TOP CHORD 2 X 4 SPF No.2'Except' TOP CHORD Sheathed or 2-4-7 on center purlin spacing, except end verticals.
<br /> T2 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 on canter bracing. Except:
<br /> BOT CHORD 2 X 4 SPF No.2'Except' 1 Row at midpt 5-18
<br /> 84 Z X 6 SPF No.2,B5 2 X 6 SPF No.2,84 2 X 6 SPF No.2 WEBS 1 Row at midpt 5-19
<br /> � WEBS 2 X 4 SPF No.3'ExcepY 2 Rows at 1/3 pts 6•16
<br /> W16 2 X 4 SPF No.2,W3 2 X 4 SPF Na.2 f
<br /> REACTIONS (Ib/size) 21=2055/03-8,12=2257/0-5-8
<br /> Max Horz21=-58�(load case 2)
<br /> FORCES (Ib)-First Load Case Only
<br /> TOP CHORD 1-21=-2012,1-2=-2521,2-3=-3433,3-4=-2143,4-5=-1657,5-6=-1764,6-7=-2032,7-8=-2453,8-9=3498,9-10=-1933,10-11=65,10-12=-2219
<br /> BOT CHORD 20-21=0,19-20=2096, 18-19=1764,17-18=25,5-18=-12,16-17=0,15-16=2232,14-15=2655,13-14=2026,12•13=-0
<br /> WEBS 1-20=3101,2-20=•2591,3-20=1065,3-19=-686,4•19=927,5-19=-3Q8,16-18=1714,6-18=683,6-16=-2113,6-15=1219,7-15=1156,8-15=-1006,5-14=929,9-14=1409,
<br /> 9-13=-1971, 10-13=1600 i
<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 toad
<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 verticals 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 heen designed with ANSI/TPI 1-1995 criteria.
<br /> LOAD CASE(S) Standard I
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