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<br /> Job Truss TrussType �ty Ply LECY/REIDRES JG/RK
<br /> 01030R R58 ROOF TRUSS 1 1
<br /> Superior Truss,Minneota,MN 56264 4.0-32 s Feb 18 1999 MiTek Industries,Inc. Wed Feb 09 14:36:37 2000 Page 1
<br /> 20-7-12 27-8-5
<br /> �1-10-� 5-3-11 , 11-5-11 , 17-6-0 17-�-12 20i9-8 25-10-12 26�p-8 � 33-0-0 34-10-$
<br /> �
<br /> ' 1-10-8 5-3-11 6-2-1 6-0-5 0-1-12 0-1-12 5-1-4 0-1-12 5-3-11 1-1 0-8
<br /> �I 3-0-0 1-7-13
<br /> 6x8/i
<br /> 3x8= 6x12��
<br /> 3x411 4x12= 4x4= 3x411
<br /> 3 4 5 6 7 8 9
<br /> j 10.00 12 W3 W6 W
<br /> f
<br /> II �
<br /> 5x6/i �A/1 '2 tN1 ,g
<br /> I T I � i 1 5x6��
<br /> � 2 I 15
<br /> i a 4 II 16 10 0�0
<br /> I �� � � 8x8= 1�T��
<br /> ,� 8x14=
<br /> �
<br /> 20 19 18 17 12.00 12 14 13 12 �
<br /> 3x4II Sx6= 3x8= Sx6// 3x4II
<br /> 6x6= 4x6=
<br /> I
<br /> ' , 5-3-11 , 11-5-11 , 17-7-12 , 20-7-12 , 26-0-8 , 29-0-8 ,31-4-14�3-0-Q
<br /> ' 5-3-11 6-2-1 6-2-1 3-0-0 5-4-12 3-0-0 2-4-6 1-7-2
<br /> Plate Offsets X,Y: 3:0-4-0.0-1-4, 14:0-4-4,0-1-12, 17:0-2-8,ed e
<br /> LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Vdefl � PLATES GRIP
<br /> TCLL 40.0 Plates Increase 1.15 TC 0.79 Vert(LL) -029 16 >999 � M20 197/144
<br /> TCDL 10.0 Lumber Increase 1.15 BC 0.92 Vert(TL) -0.43 16 >876 j
<br /> BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.30 13 n/a i
<br /> BCDL 10.0 Code U8C/ANSI95 1st LC LL Min I/defl=240 'I Weight:1741b
<br /> LUMBER BRACING
<br /> TOP CHORD 2 X 4 SPF 1650F 1.SE'Except' TOP CHORD Sheathed or 2-8-11 on center purlin spacing, except end verticals.
<br /> T2 2 X 4 SPF 2100F 1.8E,T3 2 X 4 SPF 2100F 1.BE BOT CHORD Fligid ceiling directly applied or 10-0-0 on center bracing, Except:
<br /> BOT CHORD 2 X 4 SPF No.2'ExcepY 6-0-0 on center bracing:19-20..
<br /> B3 2 X 4 SPF 1650F 1.5E,B4 2 X 6 SPF No.2 WEBS 1 Row at midpt 5•18,5-17,7-15,9-13
<br /> WEBS 2 X 4 SPF No.3"Except'
<br /> W3 2 X 4 SPF Na.2,W8 2 X 4 SPF No.2
<br /> REACTIONS (Ib/size) 20=2075/03-5,13=2254/0-7-12
<br /> Max Horz20=329(load case 3)
<br /> Max Upliftl3=-30(load case 4)
<br /> FORCES (Ib)-First Load Case Only
<br /> TOP CHORD 1-2=65,2-3=-1783,3-4=-2267,4-5=-2267,5-6=-4486,6-7=-4486,7-8=-2850,8-9=-2850,9-10=300,10-11=65,2-20=-2022,10-12=13
<br /> BOT CHORD 19-20=-Q 18-19=1359,17-18=2431,16-17=3359,15-16=4460, 14-15=1641,73-14=991, 12-13=-0
<br /> WEBS 3-19=-304,3-18=1260,4-18=-602,5-18=•231,5-17=•2272,5-16=2886,7-16=516,7-15=-1862,8-15=-354,9-15=2966,9-14=-1087,9-13=-2294,2-19=1429,10-13=-350
<br /> NOTES �
<br /> i
<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 trom hurricane oceanline,on an occupancy category I,condition I enclosed building,of
<br /> dimensions 46 tt by 24 ft with exposure C ASCE 7-93 per UBClANSI95 if end verticals or cantilevers exist,they are exposed to wind. If i
<br /> porches exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate gnp increase is 1.60 �
<br /> 3)Provide adequate drainage to prevent water ponding. i
<br /> 4)All plates are M20 plates unless othervvise indicated.
<br /> 5)Provide mechanical connection(by others)of truss to bearing plata capable of withstanding 30 Ib uplift at joint 13.
<br /> 6)This truss has been designed with ANSI/TPI 1-1995 criteria.
<br /> IOAD CASE(S) Standard
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