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�.lo� Truss Truss Type Qry Ply LBI:FOUST/McCRACKIN,BILL �.�y z ��M 1 ; � "� � ', <br /> �116005 36GS8SC POLYNESIAN 6 1 36'SCISSOR GAMBREL � ry¢�",� �'��„� �`� � ` <br /> Job Reference o tional <br /> � Lester Building Systems,�ester Prairie,MN 55354,JRD 6.200 e Feb 11 2005 MiTek Industries,Inc. Mon Sep 19 17:19:31 2005 Page 1 <br /> s-o-o � ii-s-o � ia-o-o � 2a-s-o F 31-0.0 � 3s-ao � <br /> 5-o-gx10 MT18F��o s-s-ogx12 MT20H��-o s-s-o 5-ao <br /> 4.00 12 Scale=t:121.0 <br /> 8x10 MT18H� <br /> 5x7� 4 5x�� TC MARKS F/RIDGE: 7-32-3@ 30-32-3 1/2 (IN) (4/12) <br /> 5 TC MARKS F/HIP: 3 1/2-30 5/8-30-30-14 (IN) (18/12) <br /> 2 BC MARKS F/HEEL: 9-9-9-9 (FT) <br /> Z s <br /> a.00 �z <br /> 0-fl-8 T 9 � � � <br /> ��� 9x10 MT18H=m � � o� <br /> � � � � <br /> � �0 � <br /> Y <br /> °� Bx10 T18H� 2.50 12 I� <br /> �2.5x6� 8x10 MT18H� � <br /> 4x8 MT20H�/ 9.00 12 2.5x6� <br /> tOx10 MT18H�/ 4x8 MT20H\� <br /> 10x10 MT18H\� <br /> �1-11-4 6-6-0 � 1&0-0 � 29-6-0 � 36-0-0 �7-17-D <br /> i <br /> 1-11-0 66-0 ii-6-0 11-6-0 6-6-0 1-ii-0 <br /> ! Piate Offsets(X Y): [1:0-3-4,0-5-0,L3-4,0-5-0, 8:0-4-0,0-4-12, 9:0-5-0,0-5-8 10:0-4-0,0-4-12 <br /> LOADING (psf) �' SPACWG 8-0-0 CSI DEFL in (loc) Udefl L!d PLATES GRIP � <br /> ' TCLL 35.0 Plates Increase 1.15 TC 1.01 Vert(LL) -0.60 9 >701 360 MT20 220/190 <br /> i TCDL 4A Lumber Increase 1.15 BC 0.78 Vert(TL) -0.80 9-10 >527 180 MT20H 165/146 <br /> BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(TL) 1.09 7 n/a n/a MT18H 220/190 <br /> ' BCDL 5.0 Code UBC97/ANS195 (Simplified) Weight:3351b <br /> LUMBER BRACING <br /> ' TOP CHORD 2 X 8 DF/SYP 2250F 1.9E TOP CHORD 2-6-0 oc purlins. [Pj <br /> �i BOT CHORD 2 X 8 DF/SYP 2250F 1.9E BOT CHORD 9-0-0 oc bracing. <br /> �� W EBS 2 X 4 DF/SYP 2400F 2.OE'Except` JOINTS 1 Brace at Jt(s):2,4,6, 10,8,9 <br /> W4 2 X 6 DF/SYP 2400F 2.OE,W4 2 X 6 DF/SYP 2400F 2.OE,W3 2 X 8 DF/SYP 1950F 1.7E � <br /> W3 2 X 8 DF/SYP 1950F 1.7E ' <br /> II OTHERS 2 X 6 SYP No.2 <br /> i WEDGE <br /> Left:2 X 4 SPF No.2,Right:2 X 4 SPF No.2 <br /> i SLIDER Left 2 X 4 SYP No2 2-7-3,Right 2 X 4 SYP No.2 2-73 <br /> � <br /> � REACTIONS (Ib/size) 1=6199/0-7-4,7=6199/0-7-4 <br /> FORCES (Ib)-Maximum Compression/Maximum Tension <br /> TOP CHORD 2-3=-9270/0,3-4=-1 1 8 7 0/0,4-5=-11870/0,5-6=-9270/0, 1-2=-12206/0,6-7=-12206/0 <br /> BOT CHORD 1-10=0/8239,9-10=0/11768,7-8=0/8239,8-9=0/1 1 76 8 <br /> WEBS 4-9=0/5479,2-10=0/6026,6-8=0/6026,3-10=-3846/0,3-9=-1838/1551,5-8=-3846/0,5-9=-1838/1551 <br /> I hereby certify that this plan, specification, or <br /> NOTES report was prepared by me or under my dicect <br /> 1)This truss has been checked for uniform roof live load only,except as noted. <br /> 2)Design load is based on 35.0 psf specified roof snow load. Supe�vision and that I am a duly iegistefed <br /> I 3)Unbalanced snow loads have been considered for this design. Piofession3l Engineer undel'the laWs of the <br /> 4)Overhang has been design for 2.00 times live load+dead load. State Of Mitlri SUta. <br /> I 5)Special provisions shall be made by the building designer to allow for 0.87in of horizontal movement due to live load and 1.09in due to total load. <br /> �� 6)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. <br /> �i 7)All plates are MT20 plates unless otherwise indicated. S1gllatuie: <br /> i 8)Bearing at joint(s)1,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. <br /> j 9)Purlins are supported between trusses by means of a ledger strip or purlin hanger. John Dierauer <br /> Date: D9�1s�os License# 14426 <br /> I LOAD CASE(S) Standard <br />