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<br /> 114567 36N7SG FINK 3 1 12"OVERHANG EACH END
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<br /> es er w ing ys ems, es er rairie, , . e ug i e n us rie� ue ec �6$: age
<br /> -,1-11-Q 9-10-8 18-0-0 26-1-8 36-0-0 �37-11�0
<br /> 1- 11 0 9-10-8 8-1-8 8-1-8 9-10-8 1-11-0
<br /> 1,-1-� 5-10-8 , 5-10-8 1,-1-� Scale=1:79.
<br /> 6x12 MI120H I I TC MARKS F/RIDGE:7-12 3/4-32-32-23-4@ 32-24 1/4 (IN)
<br /> BC MARKS F/HEEL: 7-7-8-7-7(FT)
<br /> MONITOR TC MARKS F/RIDGE: 6x12 MI120H=
<br /> 7-27 9/16-27-27 (IN) 2.5x6 I I 9 2.5x6 I I
<br /> 2.5x6 ���� 4x5 � �
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<br /> �x5 � 10 5x , 2.5x6 �,
<br /> 6x � 1 x8 � o
<br /> � 3 4 225 13231516N�
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<br /> i � 7x16 MI120H- 2� 20 19 7x16 MI120H- �
<br /> 6x12 MI120H- 6x8 -
<br /> HEEL PLATE OFFSET:5" 6x8 —
<br /> , 12-7-0 , 23-5-0 36-0-0
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<br /> 12-7-0 10-10-0 12-7-0
<br /> ae ses - - - - - - - -
<br /> LOADING(psf) SPACING 7-0-0 CSI DEFL in (loc) I/defl PLATES GRIP
<br /> I TCLL 35.0 Plates Increase 1.15 TC 0J8 Vert(LL) -0.51 19-21 >831 MI120 220/190
<br /> I TCDL 4A Lumber Increase 1.15 � BC 0.78 Vert(TL) -0.66 19-21 >643 MI120H 165/143
<br /> BCLL 0.0 Rep Stress Incr NO WB 0.68 Horz(TL) 0.22 17 n/a
<br /> BCDL 5.0 Code UBC97/ANSI95 (Matrix) � 1 st LC LL Min I/defl=360 Weight:357 Ib
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<br /> LUMBER BRACING
<br /> TOP CHORD 2 X 10 DFSYP 2250F 1.9E*Except* TOP CHORD 2-5-0 oc purlins(2-10-14 max.). Except: �, � �]
<br /> T3 2 X 8 DFSYP 2250F 1.9E,T3 2 X 8 DFSYP 2250F 1.9E 1 Row at midpt 5-10,10-13 0 � �
<br /> BOT CHORD 2 X 8 DFSYP 2250F 1.9E BOT CHORD 10-0-0 oc bracing. � a� �
<br /> WEBS 2 X 4 SYP No.2 � 'b Y
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<br /> REACTIONS(Ib/size) 2=5933/0-6-5(input: 0-5-5), 17=5933/0-6-5(input: 0-5-8) � � N �
<br /> Max Horz2=172(load case 4) t,.., � � 3 �
<br /> Max Uplift2=-99(load case 2), 17=-99(load case 3) '� � � �
<br /> FORCES(Ib)-First Load Case Only a' � �Y � �
<br /> TOP CHORD 1-2=87,2-3=-12713,3-4=-10871,4-22=-10725,5-22=-10718,5-8=-10314,8-10=-9163,10-11=-9163,11-13=-10314,13-23=-10718,15-23=-10725,15-16=-10871,16-17=-12713, d `'p -O ,., a`'i
<br /> 17-18=87,6-7=84,7-9=-5 4 3,9-1 2=-5 4 3,1 2-1 4=8 4 c o ny � Q
<br /> � BOT CHORD 2-21=11599,20-21=7845, 19-20=7845,17-19=11599 a. � � �
<br /> WEBS 3-21=-2531,10-21=3115, 10-19=3115,16-19=-2531,5-7=-1270, 12-13=-1270,8-9=-1057,7-8=473,11-12=473,9-11=-1057 � � � � �
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<br /> 'NOTES �,
<br /> 1)This truss has been designed for the wind loads generated by 80 mph winds at 12 ft above ground level,using 4.0 top chord dead load and 5.0 bottom chord dead load,in the interior roof ,� � .Y .� � M
<br /> zone on an occupancy category il,condition I enclosed building,with exposure B ASCE 7-98 per UBC97/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches " � � o 0
<br /> exist,they are not exposed to wind. The lumber DOL increase is 1.60,and the plate grip increase is 1.33 ,� �� W e� �
<br /> 2)�ead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. �� 0. ca C ,9
<br /> �3)All plates are M1120 plates unless otherwise indicated. y p � �
<br /> t4)WARNING: Required bearing size atjoint(s)2, 17 greaterthan input bearing size. � � .� o � y
<br /> 5)Provicle mechanical connection(by others)of truss to bearing plate capable of withstanding 99 Ib uplift at joint 2 and 99 Ib uplift at joint 17. � � ,y •� o � N
<br /> G)This truss has been designed with ANSI/TPI 1-1995 criteria. y O � � � � �
<br /> ��1 Purlins are supported between trusses by means of a ledger strip or purlin hanger. � Q Q o Y � �
<br /> LOAD CASE(S) Standard `-' � � � � � Q
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